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HomeMy WebLinkAboutPermit D07-396 - WESTFIELD SOUTHCENTER MALL - SELECT COMFORT - TENANT IMPROVEMENTSELECT COMFORT 436 SOUTHCENTER MALL D07 -396 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -396 Occupant /Tenant: SELECT COMFORT Building Address: 436 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: 39 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: JAMES MOORE Address: 833 SE MAIN #242 , PORTLAND OR 97213 Phone: 503 577 -8859 Contractor: Name: TIMBERWOLFF CONSTRUCTION INC Address: 1659 W ARROW RTE , UPLAND CA 91786 Phone: 909 949 -0380 Contractor License No: TIMBECIO21DM Value of Construction: $35,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: UB doc: IBC -10/06 Cit >f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6364200010 436 SOUTHCENTER MALL TUKW SELECT COMFORT 436 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT: ADD NEW INTERIOR WALLS AND BATHROOM * *continued on next page ** 007 -396 Permit Number: Issue Date: Permit Expires On: Expiration Date: 03/08/2010 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -396 04/14/2008 10/11/2008 $1,011.30 2006 0019 Printed: 04 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End 'rime: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: IBC -10/06 City G-./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 N Private: Profit: N Private: Permit Center Authorized Signature: I hereby certify that I have read and e governing this wor be complied Permit Number: D07 -396 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Date: Public: Non - Profit: N Public: IY ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of s no e . - • give authority to violate or cancel the provisions of any other state or local laws regulating construction or = *1 *i - 71E - thorized to sign and obtain this development permit. Signature: ILA , 1 0 1 1 Date: Print Name: 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 -396 Printed: 04 -14 -2008 City of Tukwila Parcel No.: 6364200010 Address: 436 SOUTECENTER MALL TUICW Suite No: Tenant: SELECT COMFORT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 396 Status: ISSUED Applied Date: 10/22/2007 Issue Date: 04/14/2008 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 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: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). doc: Cond -10/06 D07 -396 Printed: 04 -14 -2008 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 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.cidukwilama.us 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) doc: Cond -10/06 D07 -396 Printed: 04 -14 -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: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: 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 -396 Printed: 04 -14 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of - • oes not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or 'r : 3- `� o k. I / Signature: / i ' /� / Print Name: doc: Cond-10/06 Date: 6 D07 -396 Printed: 04 -14 -2008 Contact Person: E -Mail Address: CITY OF TUKWIL4, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://www.ci.tulcwila.wa.us Company Name: 'MD Company Name: Lit AS Sac' o.445 Contact Person: 4 1)av c% d► L,..G► Q:\Applications\Pornu- Applications On Line\3 -2006 - Permit Appliation.doc Revised: 9 -2006 bb Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATIO King Co Assessor's Tax No.: Site Address: ' S 0 411 CL e'r uA- �. Suite Number: 100 Floor: Tenant Name:S W— CS' COriY�rC' New Tenant: - ... Yes El ..No Property Owners Name: Mailing Address: Name: 3c,►mo, rfcyor'e- Mailing Address: 23 St Y1(l NI n .4 241— E -Mail Address: jea.vk\Pfd - rets+tc ?EX 41,S.Cowes ta,k kt✓, City State CONTACT PERSON wh o d • w e contact.when "your permit is rea to beissued Day Telephone: 4 S05. i• %5 0A1u,4 dr( G(] 2) City State Zip Fax Number: S • 29 (P - 2(c 30 GENERAL CONTRACTOR, INFORMATION - -(Contractor information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State ARCHITECT OF RECORD All plans must be wet stamped by Architect of Mailing Address: City State Zip Day Telephone: c 5 2' 1 14\161 ` E -Mail Address: Fax Number: 9 S 2- a 94 7 '5 NGINEER, OF RECORD -All plans must be wet- stamped by Engineer of iecor Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ ` 35,0 Existing Building Valuation: $ Scope of Work (please provide detailed information): ` n c .' r t •/h \ievvvt-i A e-h.2 Will there be new rack storage? ❑.... Yes *o If yes, a separate permit and plan submittal will be required. I 381 levk PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence: Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: J 'R Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes , attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Sae Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Handicap: Page 2 of 6 PERMIT APPLICATION NO'I — Applicable to all permits in this ., BUILDING OWNS RIZED AGENT: Signature: Print Name: N` �5 MoCre - - ( — c Mailing Address: . SS 3 W1t.,:v 242 Date Application Accepted: 1011(74- Q:\Applications\Porms-Appliations On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh City 'cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 2 2 Day Telephone: 561 61 • $5S�Jn — Pcir-M 6rZ 0 State Zip Date Application Expires: t 111....117:3 Staff Initials: Page 6 of 6 Mailing Address: Contact Person: E -Mail Address: PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 11 33) Contractor Registration Number: Valuation of Plumbing wo (contractor's bid price): $ G 7 1000 Valuation of Gas Piping wor contractor's bid price): $ Scope of Work (please provide • -tailed information): 114S1'A LL- INNEY Si.,. - *lam 1)2 11.N..._ Building Use (per Intl Building Code): > 1 i !Vrt.s t Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outl 40070 e Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Ql Fixture -1 pe : Drinking fountain or `ter cooler (per head) Food -waste grin commercial Floor drain Shower, gle head trap Lavato water system — per n (inside building) epair or alteration of water piping and/or water treating equipment Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: roe, eing installed and the quantity below: Q Fixture Type, . Wash fountain Receptor, indirect Water he vent Closet City Day Telephone: Fax Number: Expiration Date: er and/or Repair or alt '..tion of drainage or - nt piping Q' Fix ture; Ty State Gas piping outlets Zip rat$C. , wa vy Ca t- Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Page 5 of 6 RECEIPT NO: R08 -01164 Initials: JEM Payment Date: 04/14/2008 Total Payment: 1,597.74 User ID: 1165 Payee: TIMBERWOLFF CONSTRUCTION, INC. SET ID: 1211C SET NAME: SELECT COMFORT SET TRANSACTIONS: Set Member Amount D07 -396 614.68 EL07 -598 541.20 M07 -225 313.86 PG07 -285 128.00 TOTAL: 1,597.74 TRANSACTION LIST: Type Method Description Amount Payment Check 2208 1,597.74 TOTAL: 1,597.74 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http../1www.citukwila.wa.us BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 610.18 000.322.101 00.0 541.20 000/322.100 313.86 000/322.100 128.00 000/386.904 4.50 TOTAL: 1,597.74 Doc: RECSETS -06 RECEIPT NO: R07 -02299 Initials: JEM User ID: 1165 Payee: PRECISION PERMIT SERVICE SET ID: S000000878 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount 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 D07 -396 396.62 EL07 -598 135.30 M07 -225 70.97 PG07 -285 32.00 TOTAL: 634.89 SET RECEIPT Payment Date: 10/22/2007 Total Payment: 634.89 TRANSACTION LIST: Type Method Description Amount Payment Check 5055 634.89 TOTAL: 634.89 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 135.30 000/345.830 499.59 TOTAL: 634.89 , f:, - Proje e-h- an/ i Type of Inspection: , //VM / v . Address: `VS / , m 4 // Date Called: Special Instructions: Date Wanted: 7 22 -ce a. Requester: Phone No: 9 ? 5Z -asi /1 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 - 6 vs] COMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. 'Inspector: Date: 3/ Zb LJ $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: Pro' Clovvcithef Type of Inspection: r Address: r 7 3 C . rn 4 1 t Date Called: Special Instructions: Date Wanted: - 7- 2/ - Oc ® Requester: Phone No: '.'cC -& 2- Z R t INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit C, ([ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. !Inspector: 'Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Projec 5ie� /�4,1 `� Type of Inspection: Address: // / Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ID INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100,'Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p /.il 'Ib 57 ,57 !Inspector: RP ! g 1 J $60.0 1rINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: Pro' t: 1ec� 0o + Typ� of Inspection: S"/ IS PN06.0 r (,b■-i c. Address; 1 43 Co-O MAR Date Called: .-- Special Instructions: Date Wanted: m. - 7-)7-0 ( i Requester: PZione 2 - Z ! Inspector: 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 COMMENTS: Approved per applicable codes. Corrections required prior to approval. I Date: , / 77 , El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: -114141010* Pro e � - ^ /j �' 1 V C a��t7O /"7 Type o Inspection: , ?/ �` /G' / // Address: 9 36 ,9// Date Called: Special Instructions: Date Wanted: - a. 45 . Requester: Phone o: _ ZS �� - lzs Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E l Approved per applicable codes. COMMENTS: ./ed,,cc (" p oll J (Inspector: p (Date: 7 / 7 7 , El $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: gi Corrections required prior to approval. Project: / .5e ( O i, Type of Inspection: 7 Ad s co, ,* // Date Called: Special Instructions: ' Date Wanted: 6 -26 a.m. p•m• Requester: Phone No: 67 c -6...c2-2s5 INSPECTION NO. El Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit ©.0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. COMMENTS: (Date: 26,05 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:: 'Date: rr? Pro ect: CO74 Type I ection � v %1,7 Address: X36 JflfJ /( Date Calle Special Instructions: Date rted: tn� Requester: Phone No: g,-65Z 25g/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: pA it Ss. fej 4 rC . 4 a t,re Fra., Soir I Date: 6 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Inspector (Receipt No.: 'Date: Project: `, Type of Inspection: Address: « .2 I/,1/9// / Date Called: Special Instructions: Date Wanted: a.m. Requester: 14 74 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA'UILDLNG DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: FM .Tit 7 &t L/5 (Inspector: (Date: f / ; /- El $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Prot: / Type of Inspection: Address n `/ 49 0 Date Called: Special Instructions: Date Wanted: Requester: Phone No . iO9 - 6S2 -- 75 5 5 / 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. El Corrections required prior to approval. COMMENTS: 14, / Co redid >'1 CQ,J9 Pep; k ir) { t 'L 1/3 04 nspector I Date: 6 ,4,/ El $60. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: CO MENTS: / /Nn07a 0 1 1 i S/ /1/5 1 i ty, -56 P# AJIAuxi - /-em...y G�J0 l/ --/-e r 6 1 / ( Address:, t /� Date Called: Special Instructions: £; ?` Date Want d: a.m. Requester: NN N, ,..--.._ Proje k . /� / Type of Inspection: _ Address:, t /� Date Called: Special Instructions: £; ?` Date Want d: a.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspect ms :.. REINSPECTION FEE QUIR . Prior to inspection. fee must be id at 6300 Southcenter Blv .. Sui e 100. Call the schedule reinspection. eipt No.: (206)431 -3670 Corrections required prior to approval. Date 'Date: ltd Project: S i ld CHtr0 /# Type of Inspection: ffh — •'n/ Address: 4 3G Ms /1 Date Called: Special Instructions: Date Wanted: • _ 6, p.m. Requester: - Phone No: PP1 Hsa a5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION RI- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: P� lls / �" Sc 175 .ire A. 'Inspector: El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. Date: p0- 3/4, Project: _ / Sye C (fib rd 2 T Type of spectigv pie C "c7rV6 . Addre L , 6 mill Date Called: Special Instructions: Date Wanted: Requester: Phone No e) -6Z-i___ c 1 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southc Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OlC Inspector: 1Date: c v 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 Z 1.e j Cam.,.., , R. - Type of Inspection: �, re. , fJ o � Address: (.43L, S, c. M Suite #: L Contact Person: Special Instructions: Pre -Fire: � Phone No.: Needs Shift Inspection: Sprinklers: y' Fire Alarm: Y Hood & Duct: ik-/ Monitor: &rc), ,,,- - Pre -Fire: � Permits: 0 Occupancy Type: K%-- INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Z roved per applicable codes. Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 0o7 - 3%r6 PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Inspector: f 5 Date: 7) p_ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project: 5 -e lec 4 Cow- -P0 - Type of Inspection: Ec.,, . L 3.., x, Address: L, 3 ( Suite #: s c- ,tit. c // Contact Person: EL- rlG Oct Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: E Approved per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: LsSti+ C7k. 2- Qle -- ra 5fbtk Inspector: A--0AS/ / Date: -7 Hrs.: S' $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: ( e. e c, co v,2 Type of Inspe ion: SP 1r�� t_ TA I L y r 5 1ve-c. _ Address: u 3G S ", t_ Suite #: Contact Pers n: Pre -Fire: Special Instructions: Phone No.: Needs Shift Inspecction: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 proved per applicable codes. r INSPECTION RECORD Retain a copy with permit OY.- S- /4:,S OP - P- l Qo - - 3qJ PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Se w - Ok 0 ( I Inspector: (/vs Date: 7 // fi Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Address: 0 3 (v S • C . 1 L Suite #: 0130 1425 /I 3 D ti H 7 bIZO Ok7 c s ,L ' 3 o ('St c ii (5 )• 2se) / s r Ole_ Tv cv Project: SO p c/ -1- CAS c02-1- Type of Inspection: Address: 0 3 (v S • C . 1 L Suite #: Contact Person: Special Instructions: Phone o.: 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 bo -3`? OT- s - /bS PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ved per applicable codes. n Corrections required prior to approval. Inspector: Date: 0v /68 Hrs.: a $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: ta.c.,---z-i C Type of Inspection: ..... S Pia L t•-1 le_ L.0(-- Address: Li --1 (. Suite #: S . C . ilik ,i--L.-t..- Contact Person: C 0 Special Instructions: Permits: . Phone No.: . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: . Occupancy Type: 4.. • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - s I 1,5 PERMIT NUMBERS CITY OF TUKWILA FIFLE-DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 • IA Approved per applicable codes. n Corrections required prior to approval. COMMENTS: \\k1 14--- Inspector: I Date: 5/70 /00 Hrs.: $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Kr azan & ASSOCIATES, INC. September 4, 2008 City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Select Comfort 436 Southcenter Mall Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchor To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION C.15 CC: Timberwolff Construction, Inc. — Attn: Accounting Dept. - fax (909) 912 -8393 With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -08151 Permit No--908 031 107 -3q0 r rc■ . JIM _.._- June 20, 2008 RECEIVED JJN 3 0 2008 � ' N1TY Mr. N Timberwolff Construction, Inc. 1659 West Arrow Route Upland, CA 91786 RE: Special Inspection Select Comfort Tukwila, WA Dear Mr. Peterson, aZafl_ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION KA No. 066 -08151 Permit No. D07 -396 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 June 12, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08151 DFR Template k azari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 82211 DATE: 4'- /2 -e CONTRACTOR: �jn�,exv 'S, ed,v62e (47 eAd PROJECT #. Old - 08/5'/ JURISDICTION: . - i oft 72),rCW!4A PROJECT: S L-G' C 1-7 PERMIT #: Pe 7 — 9c, LOCATION: 4 3k'E # ¢3c' - +q/ L'e -4.)/zEve A LLINSPECTOR: /1,ga- ,q. i',2 e , .44 c, KRAZAN PROJECT MANAGER jle-- WEATHER: / /#✓.000,e S� TEMP:et, ° f D•v , COA' Ac /.v / 77o D ,/ 41.-A-77 A.,/ ' f' ' � L4,3 cODuJ� .4...S $G 3 & >e 2 5 / f5 & 72 fr' pert £S /,/2/ ZE oG gA 51/,7E n/- /ov L czra /p Spit 4G - �f • / 1; t°72 ` yi So .v S r7 2 Z v e - a� / <ilu r2v� S o f' Z/°o)e - c�X A r g7y xv /J, 7 > 2 - 2 °,� d ( 2_#126/ ` ui� -G / .ri 4 � GL e-O , ' v 4 Equipment/Asset Number(s): To the Best of my knowledge, the abov Superintendent /Representative: performed in accordance with the approved plans, specifications, and regulatory requirems. Technician: Serving the Western United States 1501 Field Report.doc Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. aziaZ & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CSL PROJECT #: b � \ fit PROJECT: S 42\P c ? p BSc. LOCATION: S P "K3Lst KRAZAN PROJECT MANAGER: \kE_C `arc s.IM eAsSnc eS pr C c "V 5 c> ∎ '\ "P f" \C.1 0 . f?c CAA •Or co. S 1 Foy t o c \ cm\pc Q-6 Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Report.doc 0QQ . trN :tic 1,ee: - ny � P sS■, e P ezhe P C if \ :v1 6, et Vie, -e\c \S ( \3C c Ae ors, ?cam .)\\ 5 Inc. C.O- C \:�,4 t r\ : e'• Technician: Serving the Western Uni ed States FIELD REPORT NO: 82224 CONTRACTOR: Ap, -z, <J JURISDICTION: PERMIT #: "D cyl -- 34(-9 INSPECTOR: V\cnC. „.0 WEATHER: Co , 6..5 J TEMP: ( �S Ot■ S NsP 2Y' "gyp ove_sl' . ,,r To the best of my knowledge, the abo '(WAS j WAS NOT performed in accordance with the appr. ed plans, specifications, and regulatory requireme Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Project Info Project Address Select Comfort B Southcenter stall Date 10/11/2007 633 Southcenter Parkway, 81005 For Building Department Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forrns 2006 Washington State Nonresidential Energy Code Compliance Form a FILE COPY ttot,k Permit No. C. • J Co c nStruction documents :r9..1 _ Revised July 2007 RECEIVED CITY OF TUKW lA OCf 22Z001 PERMIT CENTER Project Info Project Address Select Comfort Q Southcenter Mall Date 10/11/2007 633 Southcenter Parkway, 41005 For Building Department Use Tukwila, WA 98188 Applicant Name: Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition -' Alteration ./ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option Q Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Retail Sales 1.50 1465.0 2197.5 Sales Display 1.50 1170.0 1755.0 R2 - 60W PAR Downlight 5 60.0 300.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3952.5 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed C2 - 2 -Lamp Fluorescent Wraparound 1 58.0 58.0 R1 - Recessed CFL Downlight 11 95.0 1045.0 R2 - 60W PAR Downlight 5 60.0 300.0 R3 - Recessed CFL Downlight 5 60.0 300.0 LT - Decorative Custom Pendant 1 300.0 300.0 W1 - ADA CFL Wall Sconce 4 40.0 160.0 T - Track Ltg., 50w /Ln. Ft. 20 50.0 1000.0 T4 - Monopoint 4 75.0 300.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3463.0 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Provosed Liehtinl; Watta>;e 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -1NT Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, Tamp, 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. Use' LPA' (Wlsf) Use' LPA` (Wlsf) 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 hall'` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers Q 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) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms -1 Unit Li Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Select Comfort a Southcenter Mall 'Date 10/11/2007 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 Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E1.0 yes 1513.2 Area controls Maximum limit per switch E1.0 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E1.0 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 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 n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'Indicate watts for each exit sign 1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) yes I 1540 (Transformers (Indicate size and efficiency IE2.0 I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: • r -- 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of 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 (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry -type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Project Info Project Address Southc.nt.r Mall Suite 41005 Date 10/11/2007 633 Southcenter Parkway For Building Department Use Tukwila, WA 98188 Applicant Name: Select Comfort Applicant Address: 6105 Trenton Lane N. Applicant Phone: Plymouth, )e 55442 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM FILE COPY Permit No. --= ... �� emissions. ` e �; p /' �y OC t rro ^ f , s Play' (!L 1�rIfY! ��!��I3� �J �Ubj4C:� ACA �•1 ,��/ ��2 M1�U :.. •• -^ / rlC.., t tr cep' LT er .:aanc... i ....::.r. Revised July 2007 RECEIVED CITY OF TUKWILA OCT 2 2. 2007 PERMIT CENTER 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 Enviro -tec VFR 1018 17070 1000 Econo N/A 17070 Ceiling • Fan Equipment Schedule Equip. ID Brand Name • Model No. CFM Sp HP/BHP Flow Control Location of Service VAV -1 Enviro -tec VFR 1018 1120 17070 0.50 Econo Ceiling 17070 100.000 • Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' VAV -1 Enviro -tec VFR 1018 17070 1120 Econo 17070 17070 100.000 Project Info Project Address Southcenter Mall Suite 91005 Date 10/11/2007 633 Southcenter Parkway For Building Dept. Use Tukwila, WA 98188 Applicant Name: Select Comfort Applicant Address: 6105 Trenton Lane N. Applicant Phone: Plymouth, MN 55442 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option ® Simple System 0 Complex System O 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. t If available. 2 As tested according to Table 14-IA through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form 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. otal Ca •. wo economize <240,000 Btuh r 10 %? Heating Only Yes — Yes* Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes Simple System Allowed (section 1420) Section 142 Reference 3) Yes Yes Use Complex Systems (section 1430) Complex Systems I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. . Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address southcenter Mall Suite 11005 'Date 10/11/2007 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 I Section (Component (information Required Location I on Plans Building Department I Not s 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 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 yes 1412.2 Deadband control Indicate 5 degree deadband minimum no 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans no 1423 Economizers Equipment schedule 1413 Air economizers no 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & dg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n. a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct yes 1415.1 Piping insulation Indicate R -value of insulation on piping 1418 Completion Requirements no 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n.a. 1434 Separate air sys. Indicate separate systems on plans !Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer I I SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yea 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no i s c for any question, prov exp 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not Tess 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 alternative 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 fumished 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 0110 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 load 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 three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply Revised July 2007 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 ft2 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 retum 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 wet -bulb and below. For this calculation, all factors including solar and intemal load shall be the same as those used for peak load 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 248 - 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 of 1 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, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 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 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not Tess 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 alternative 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 fumished 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 0110 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 load 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 three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply Revised July 2007 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 ft2 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 retum 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 wet -bulb and below. For this calculation, all factors including solar and intemal load shall be the same as those used for peak load 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 248 - 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 of 1 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, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 1 • Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu/h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -28) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1418 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) 03 -05 -2008 JAMES MOORE 833 SE MAIN #242 PORTLAND OR 97213 Dear Permit Applicant: City of Tukwila RE: Permit Application No. D07 -396 436 SOUTHCENTER MALL TUKW Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 10/22/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/19/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/19/2008. 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, xc: fer Marshall it Technician Permit File No. D07 -396 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 13, 2007 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Select Comfort, Tukwila Permit No. D07 -396 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. p06 -147 has received final inspection approval from the Building Div: sign. This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant Print Name: IA AS W 00 1ST Construction Manager Fot ALT CAvv% Oft Tenant Name: Select Comfort 4t CEOVED ;;;ITY OF TUKWILA DEC 0 6 20011 :i < CENTER ��PERMIT COORD COPY c ' ` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -396 PROJECT NAME: SELECT COMFORT SITE ADDRESS: _ __ SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 10 -22 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui I g 4Vs n rifl$ ntik, 104. fil Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: Documents/routing slip.doc 2 -28 -02 1/ 01 ( W, to - 144 b� Fire Prevention Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route M Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: C DUE DATE: 10-22-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 11 -19 -07 Approved ❑ Approved with Conditions U Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: M&i �a Planni g Di i ion Permit Coordinator n n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 1 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 j t 2.. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 i t S Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 (p Water closet, tank or valve, >1.6 GPF 8 4 _ Non - Residential Sewer Use Certification 106 Iltoal w• Ire_ RE_Vb A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Total Fixture Units b RCE n Uri.itn _ Winn !`„ nt,, (add A & B) A B RCE King County (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.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) 1 1 (► Property Tax ID # Owner's Name t L ai r c w r (Last, First, Middle Initial) Party to be Billed (if different from owner) Subdivision Name Lot # Party's Mailing Address: Subdiv. # �1Qck # Building Name (if applicable), C- Ot,�aIIII Prop Street Address 3 S SB&& Gt r 4Jt? City or Sewer District Date of Connection Side Sewer Permit # City, State, ZIP'TU KO ILA Wok q% 113% 2 � Owner's Phone Number ( 16 ) 4 O gi 6 -4 It'?) or Property Contact Phone # ( ) Owner's Mailing Address (if diffe ent from above) Demolition of pre - existing building? 0 Yes 0 No Type of building demolished 1.0 S elf .4 �Q,4� , l(4 9 Qa2.5 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 (gal /day) _ 187 Vnllmu — 1 nrol Cau,ar Anonnv Pin' — Cau,ar et ectnma• Department of Natural Resources and Parks C. Total Residential Customer Equivalents: RCE RECEIVED CITY OF TUKWILA OCT 22 ?Out PERMIT CENTER I certify that the informatiori'given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ /� Representative c , G .'W G S f' 1 � t - Date 10 ' 2-2"01 License Information License TIMBECIO21DM Licensee Name TIMBERWOLFF CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601859639 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 1659 W ARROW RTE Address 2 City UPLAND County OUT OF STATE State CA Zip 91786 Phone 9099490380 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/14/1998 Expiration Date 3/8/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WOLFF, MICHAEL EDWARD PRESIDENT 03/14/1998 WOLFF, MONIQUE M SECRETARY 03/14/1998 WOLFF, GLADYS VICE PRESIDENT 03/14/1998 Look Up a Contractor, Electrir an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond I I Company Account Effective Expiration Cancel Impaired Bond Received https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TIMBECIO21DM 04/14/2008 Il SYMBOLS ARCHITECTURAL SYMBOLS ROOM NAME BD B/O CLG COL CONC CONT CMU D DTL DIA DIM DR DWG EL ELEC EQ EQUIP EX EXT FIN FLR FOF FRP FRT 100 0000 MECHANICAL SYMBOLS L`-J O FD cw HW D S ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AD ABOVE DATUM ADZ ABOVE DATUM ZERO (0.00 ") AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATELY BOARD BOTTOM OF CEILING COLUMN CONCRETE CONTINUOUS, CONTINUE CONCRETE MASONRY UNIT DEPTH (DIMENSION) DETAIL DIAMETER DIMENSION DOOR DRAWING ELEVATION ELECTRIC(AL) EQUAL /EQUIVALENT EQUIPMENT EXISTING EXTERIOR ROOM DESIGNATION DOOR NUMBER FINISH TYPE WALL TYPE KEYNOTE FIXTURE,EQUIMENT SPECIFICATION DIVISION LEASE LINE FINISH(ED) FLOOR FACE OF FINISH FIBERGLASS REINF PANEL FIRE RESISTANT TREATED EXISTING OR PARTIAL WALL CONSTRUCTION NEW WALL NEW DOOR EXISTING DOOR TO REMAIN MECHANICAL KEYNOTE SUPPLY AIR RETURN AIR THERMOSTAT EXHAUST FAN PENDANT HUNG SPRINKLER HEAD CONCEALED SPRINKLER HEAD FLOOR DRAIN COLD WATER HOT WATER DRAIN LINE WASTE LINE GA GAUGE GYP BD GYPSUM BOARD HC HDWR HM HORZ HR HT /H HVAC INT JT LAM LT LL MAX MECH MIN MISC MR MTD MTL NIC NO NTS OA OC OD O PP INTERIOR JOINT LAMINATE LIGHT LANDLORD di 0'0" AFF REFERENCE ELECTRICAL SYMBOLS A d 0 0 0 HANDICAPPED HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATINGNENTILATION AIR CONDITIONING MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MOISTURE RESISTANT MOUNTED METAL NOT IN CONTRACT NUMBER NOT TO SCALE OVER ALL ON CENTER(S) OUTSIDE DIAMETER /DIMENSION OPPOSITE NORTH ARROW DATUM /ELEVATION GRID LINE ELEVATION REFERENCE SECTION REFERENCE DETAIL REFERENCE REVISION ELECTRICAL KEYNOTE DUPLEX RECEPTACLE FOURPLEX RECEPTACLE RECESS FLOOR RECEPTACLE PHONE FAX DATA LINE JUNCTION BOX RECESSED FLOOR J -BOX FLUORESCENT LIGHT FIXTURE ADJUSTABLE RECESSED LIGHT FIXED RECESSED LIGHT TRACK LIGHTING EXIT LIGHT EMERGENCY LIGHT PART PARTIAL PARTBD PARTICLE BOARD PLAM PLASTIC LAMINATE PM PROJECT MANUAL PLYWD PLYWOOD R REQD REF REV SCHD SHT SIM SPEC SQ SS STD STL SYM TBD THK T/O TYP UL UNO VCT VERT VIF W W/ WD WWF RADIUS REQUIRED REFER(ENCE) REVERSE SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL SYMMETRICAL TO BE DETERMINED THICK TOP OF TYPICAL UNDERWRITER LABORATORIES UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WIDTH (DIMENSION) WITH WOOD WELDED WIRE FABRIC GENERAL NOTES WORK DELINEATED IN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO CODES, STANDARDS AN ) REGULATIONS THAT GOVERN IN THE JURIDICTION THE WORK IS PERFORMED. REQUIREMENTS AND REGULATIONS PERTAINING TO THE HANDICAPPED MUST BE INCORPORATED IN THE WOF K EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. IN LOCATIONS WHERE CONCRETE SLAB IS RECENTLY POURED (WITHIN 12 MONTHS PRIOR TO START OF CON:.TRUCT]ON) GC IS REPSONSIBLE FOR PERFORMING A MOISTURE TEST OF SLAB TO INSURE PROPER ADHESION OF CARPET MASTIC TO SLAB. NOTIFY SELECT COMFORT PROJECT MANAGER IF HIGH MOISTURE CONTENT IS A PROBLEM. COMPARE FIELD CONDITIONS WITH ARCHITECTURAL AND ENGINEERING DRAWINGS. ANY DISCREPANCIES SHALL BE DIRECTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO FABRICATION AND /OR CONSTRUCTION. SUBN IT ALL NECESSARY SHOP DRAWINGS PRIOR TO FABRICATION FOR APPROVAL BY ARCHITECT. NO INFORMATION DR DETAILS ON THESE SHEETS MAY BE USED WITHOUT THE PERMISSION OF THE SELECT COMFORT RETAIL CORPORATION OR THE ARCHITECT. DO NOT SCALE DRAWINGS. 6. UNLESS OTHERWISE SHOWN OR NOTED, TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. SAFETY MEASURES: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS AND PROPERTY AND FOR INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW I5 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 9. FIRE RATING REQUIREMENTS PER STATE AND LOCAL CODES. 10. CONSTRUCTION WORK SHALL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE MALL AND OTHER MALL TENANTS. 11. CONSTRUCTION OPERATION SHALL NOT BLOCK HALLWAYS OR MEANS OF EGRESS. 12. WITHIN THESE PLANS AND SPECIFICATIONS, "TENANT" IMPLIES THE SELECT COMFORT RETAIL CORP., AND 'LANDLORD" IMPLIES MACERICH. 13. THE WORK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ( "GC HEREIN) UNLESS NOTED OTHERWISE SEE SCOPE OF WORK /RESPONSIBILI SCHEDULE THIS SHEEI FOR WORK BY GC. 14. THE TERMS "CONTRACTOR" AND "GC" REFER TO THE TENANT'S GENERAL CONTRACTOR AND THE GENERAL CONTRACTOR'S SUB - CONTRACTORS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DIVISION OF WORK AMONG THE GC'S SUB - CONTRACTORS (DRYWALL, ELECTRICAL, MECHANICAL, ETC.). 15. THE TERMS "FIXTURE MANUFACTURER" AND "FM° REFER TO THE TENANT'S FIXTURE MANUFACTURER. GC TO REFER TO SECTION 01700 'CLEANING' FOR RESPONSIBILITIES WITH REG.RDS TO FIXTURES. 16. DIMENSIONS ARE FROM FINISH TO FINISH UNLESS NOTED OTHERWISE. 17. COMBUSTIBLE MATERIALS SHALL NOT BE USED ABOVE CEILING LINE. 18. MATERIALS WITH A FLAME SPREAD GREATER THAN 200 SHALL NOT BE USED. 19. WOOD STUDS, BLOCKING, PLYWOOD AND THE LIKE SHALL BE FIRE RETARDANT TREATED. 20 . GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL SHIPMENTS OF TENANT'S FIXTURES PACKAGE A• VD OTHER OWNER FURNISHED MATERIALS UPON ARRIVAL TO THE STORE OR CONTRACTORS STORAGE AREA. TF IS INCLUDES OPENING BOXES AND VERIFYING THEIR CONTENTS AGAINST THE PACKING LIST, CHECKING FOR AIIY DAMAGE AND RECORDING IT ON THE BILL OF LADING PRIOR TO THE DRIVER LEAVING. THE GENERAL CONTRA' ;TOR WILL BEAR ANY AND ALL COSTS ASSOCIATED WITH MISSING OR DAMAGED ITEMS FROM THAT TIME UNTIL T•-IE STORE IS TURNED OVER TO THE OWNER. 21. GENERAL CONTRACTOR IS RESPONSIBLE FOR SCREWING STORAGE UNITS TOGETHER AND SECURING UNITS T ) WALL USING APPROPRIATE ANCHORS FOR WALL CONDITIONS. 22. BIDDING GENERAL CONTRACTOR AND SUBCONTRACTORS MUST VISIT THE SITE PRIOR TO SUBMITTING BIDS. DEMOLITION AND MODIFICATIONS REQUIRED TO EXISTING SPACE TO COMPLY WITH THESE DOCUMENTS SHAT L BE NOTED AND COMMUNICATED TO ARCHITECT AND INCLUDED IN BID PROPOSALS. DEMOLITION REQUIREMENTS SHALL INCLUDE BUT NOT LIMITED TO; PARTITIONS, DOORS, STOREFRONT, CEILING, FINISHES, MECHANICAL, PLUMBING, FIRE SPRINKLERS, AND ELECTRICAL. PROVIDE TEMPORARY ELECTRICAL WHEN REQUIRED. 23. GENERAL CONTRACTOR IS REPONSIBLE FOR FINAL CLEANING OF STORE PRIOR TO PUNCH LIST. CLEAN UP TO INCLUDE BU ' NOT LIMITED TO; GLASS CLEANING, REMOVE MARKS ON WALL SURFACES, CARPET FINAL CLEAN, TILE (VCT AND CERAMIC) POLISHED, DUST FIXTURES AND STOREFRONT SIGN, BROOM CLEAN ALL AREAS OF TENANT SPACE. 2 GENERAL CONTRACTOR, SUBCONTRACTOR, AND VENDORS WAIVE ALL CLAIMS AGAINST THE ARCHITECT ANN THE ARCHITECT'S CONSULTANTS FOR CONSEQUENTIAL DAMAGES ARISING OUT OF OR RELATING TO THIS PROJEC T. THIS WAIVER 15 APPLICABLE, WITHOUT LIMITATION, TO ALL CONSEQUENTIAL DAMAGES. LANDLORD COMPLIANCE NOTES SEPARA PEW FOR: R EQUIRED' d i etuicha ricat r Plumbing Gas piping C'W O G O jtStOt FILE COPY Penult N Plan review lea spderrandomissions, Approval of omitimen documente does not authorize the violation of Moped ade or Gramm Receipt of approved •,.•.,• • By /Aid ity of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I LOCATION MAP SELECT COMFORT SOUTHCENTER MALL SUITE 1005 LEVEL 1 OF 2 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 APPLICABLE CODES: PLUMBING: ELECTRICAL: ACCESSIBILITY: FIRE: ENERGY: PLUMBING SYSTEMS: CODE ANALYSIS 0713.9 WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DRAWINGS, AND SHALL SATISFY APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF GOVERNING BODIES INVOLVED. ANY MODIFICATION TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF GC, PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. BUILDING: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS MECHANICAL: 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM FIRE CODE WASHINGTON STATE RULES AND REGULATIONS FOR BARRIER -FREE DESIGN 2006 UNIFORM FIRE CODE 2006 WASHINGTON STATE ENERGY CODE MERCANTILE; ONE WATER CLOSET PER 500 MALE_ AND FEMALE, LAVATORY PER 750 MALE AND FEMALE ONE ACCESSIBLE, UNISEX TOILET ROOM PROVIDED T _ �._..� -.. _._ - - -_. -__ OCCUPANT LOAD BASED ON AREA CALCULATION AND USE: SALES AREA 1138 SQ FT (USABLE FLOOR SPACE) NON SALES 249 SQ FT (USABLE FLOOR SPACE) TOTAL 1387 SO FT (USABLE FLOOR SPACE) BUILDING DATA: TYPE OF CONSTRUCTION: FIRE SUPPRESSION: OCCUPANCY GROUP: SEISMIC ZONE: SEPARATIONS: MAX. TRAVEL DISTANCE: ACTUAL TRAVEL DISTANCE: EXITS REQUIRED: EXITS PROVIDED: II B SPRINKLED M MERCANTILE 3 1 -HR BETWEEN TENANTS 75 OR LESS TO AN EXIT 64' 6° ONE ONE (30 SQ FT / OCCUPANT) 38 OCCUPANTS (300 SQ FT / OCCUPANT) 1 OCCUPANTS 39 OCCUPANTS DRAWING INDEX DRAWING SHT R G1.0 G1.1 A1.0 i A2.0 A2.1 A3.0 A3.1 A4.0 A5.0 A5.1 A6.0t A6.1 A7.0 A7.1 A7.2 M1.0 M2.0 RESPONSIBILITY SM FM LS WS FC -2 ARCHITECTURAL TITLE SHEET RESPONSIBILITY, SPECIFICATION SHEET CODE COMPLIANCE PLAN ARCHITECTURAL PLAN ARCHITECTURAL DETAILS REFLECTED CEILING PLAN CEILING DETAILS ROOM FINISH PLAN MERCHANDISE FIXTURE PLAN FIXTURE DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS STOREFRONT DETAILS STOREFRONT DETAILS STOREFRONT DETAILS TOTAL ARCHITECTURAL SHEETS MECHANICAL MECHANICAL PLAN MECHANICAL SPECIFICATIONS ELECTRICAL E1.0 ELECTRICAL LIGHTING PLAN E2.0 POWER AND SIGNAL PLAN E3.0 ELECTRICAL. SPECIFICATIONS PLUMBING P1 E 0 PLUMBING PLAN AND DETAILS TOTAL MEP SHEETS TOTAL CONSTRUCTION DOCUMENTS ISSUED ISSUE LOG DATE: ISSUED FOR 5 SEPT 07 PRELIMINARY LANDLORD REVIEW 18 SEPT 07 FINAL LANDLORD REVIEW 11 OCT 07 PERMIT PROJECT TEAM PROJECT MANAGER LANDLORD ARCHITECT OF RECORD ARCHITECTURAL DIRECTOR ARCH PROJECT MANAGER MECHANICAL ENGINEER ELECTRICAL ENGINEER ABREV MATERIAL PCi POWDERCOAT VICINITY MAP I COMPANY STOREFRONT SIGN(S) FIXTURE MANUFACTURER LIGHTING WALL COVERING (WC) CARPET SELECT COMFORT WESTFIELD CORPORATION L &M ASSOCIATES L &M ASSOCIATES L &M ASSOCIATES DUNHAM ASSOCIATES DUNHAM ASSOCIATES SUPPLIER CONTACT UNIVERSAL SIGNS MADSEN FIXTURE MILLWORK CITILIGHTS WOLF GORDON C &A DATE ISSUED 9 O O a a a a a a e a a 0 a a 0 3 a 15 0 0 21 JIM LUNDQUIST JOSHUA KIMMEL DONALD LAUKKA RAY MAZOROL MARK EBNER GREG STEINMETZ KATHLEEN KOLBECK REVISION LOG DATE 14 0 0 20 REVISION SUMMARY DATE 10/09/07 LOREN LORENZEN BOB PROULX LORI MCCONN SC -ERIN JOHNSON JESS PHONE NIC INDUSTRIES, INC PRISMATIC POWDERS MARK 763 - 551 -7470 310- 893 -4183 952 - 944 -7576 952 -944 -7576 952 - 944 -7576 612- 465 -7684 612- 465 -7550 CONTACT PHONE DESCRIPTION FAX 763- 694 -3352 310- 575 -5991 952 - 944 -7585 952 - 944 -7585 952 - 944 -7585 612- 465 -7784 612- 465 -7551 PER LANDLORD, ARCHITECT RECEIVED CITY OF TUKWILA oCT 2 2 Zoo? PERMIT CENTER MATERIAL SUPPLIER UPON AWARD OF CONTRACT GC TO CONTACT SUPPLIERS TO SCHEDULE DELIVERIES 651 -645 -0223 651- 982 -6220 612 -758 -6883 763- 551 -8749 800 -241 -4902 EXT. 1264 541 - 826 -1922 FAX 651 -645 -2531 651- 982 -6211 612- 333 -6510 63- 694 -3352 541 - 826 -6372 co 0 w cc J m›- CD e-- W co a = CO > 0 z O • Q W cc w W w 2 w w 2 0 Z N W Nt Z LO Z Z I-- Z LLI I- CC D ID 2 O >- CD LL cc co Q Q co Q 2 cc 1 co co I- o 2 O Z O V t"" D Q J w J � M O WO'DC"7 U) U) U) O F- z 0 7 w w 0 rn zaaaaaaa N w w cn W 2 Q ❑ 0 in r im= n O 0) n 0 a 1- w 2 cc SCHEDULE OF RESPONSIBILITIES BY SP RESPONSIBILITY CODE EX EXISTING TO REMAIN LL LANDLORD SC SELECT COMFORT (TENANT) GC TENANT GENERAL CONTRACTOR MASTER FORMAT DIVISION /SECTION 01 GENERAL REQUIREMENTS 01060 BUILDING PERMIT AND FEES .1 BUILDING PLAN CHECK FEES .2 SIGN PERMIT .3 SIGN PLAN CHECK FEE .4 OTHER 01420 INSPECTIONS 01511 TEMPORARY ELECTRICAL AND LIGHTING 01513 TEMPORARY HEAT 01514 PHONE 01533 TEMPORARY ENCLOSURE 01700 CLEAN UP 02 02050 02070 SITE WORK DEMOLITION SLAB CUTTING 03 03251 03330 03331 03345 CONCRETE EXPANSION JOINT MATERIAL CONCRETE SLAB POURED CONCRETE FLOOR PATCH 04 MASONRY 04200 MISC UNIT MASONRY 05 METALS 05014 FLOOR ANGLE 05015 METAL REVEAL 05120 BUILDING STRUCTURAL STEEL 05160 STOREFRONT STRUCTURAL STEEL 05500 METAL FABRICATIONS 05700 ORNAMENTAL METALS 06 06111 06113 WOOD AND PLASTICS WOOD BLOCKING PLYWOOD 07 THERMAL AND MOISTURE CONTROL 07110 07920 WATERPROOFING CAULKING 08 DOORS AND WINDOWS 08110 METAL DOOR 08300 ACCESS PANELS 08313 STOREFRONT GLASS 08413 STOREFRONT DOORS 08850 GLAZING ACCESSORIES 09 09110 09111 09112 09113 09114 09115 09116 09250 FINISHES DEMISING WALLS INTERIOR PARTITIONS STOREFRONT FRAMING CEILING FRAMING FURRING "CEE" JOIST PLUMBING WALL GYPSUM BOARD 09251 GYPSUM BOARD- DEMISING WALL FURNISH INSTALL 0 C7 J X w 0 C7 CIFICATION SECTION AS REQUIRED BY LOCAL BUILDING DEPARTMENT, FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. FEES PAID BY G.C. ALL OTHERS AS REQUIRED BY LOCAL BUILDING AND FIRE DEPARTMENTS. PROVIDED BY AND INSTALLED BY GC AS REQUIRED AS REQUIRED. TENANT CONTRACTOR TO PROVIDE JOB SITE PHONE FOR USE BY G.C. AND TENANT. AS REQUIRED BY LANDLORD AND TENANT. DAILY AND FINAL AT JOB COMPLETION, DUST FREE AS REQUIRED. CORE DRILL AND PATCH EXISTING SLAB AS REQUIRED FOR COMPLETION OF WORK. COORDINATE WITH EXISTING IN SLAB ITEMS AND STRUCTURAL MEMBERS. AS REQUIRED EXISTING CONCRETE SLAB TO REMAIN INFILL AT BLOCKED OUT LOCATION TO MATCH EXISTING. PER SPECIFICATION: 4" CONCRETE SLAB 3,000 PSI MIN WITH 6 "X6" 10 -10 WIRE MESH OVER A COMPACTED 4" BED WITH VAPOR BARRIER BELOW. AS REQUIRED, ALL FLOORS ARE TO BE MADE SMOOTH AND LEVEL. AS INDICATED IN PLANS 3/4" X 3/4" BLACK METAL CHANNEL EXISTING TO REMAIN. PROVIDE INCIDENTAL FRAMING AS BUT NOT LIMITED TO: ROOF PENETRATION FRAMING, REINFORCING ANGELS ETC. (RTU, DUCTS, VENTS, ETC.) AS MAY BE REQUIRED TO PERFORM WORK AS INDICATE.) IN THESE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS -AS INDICATED ON PLANS FIRE RETARDANT TREATED - WHERE REQUIRED. 3/4" FIRE RETARDANT TREATED DECK. PROVIDE RUBBERIZED ASPHALT SHEET OR LIQUID APPLIED WATERPROOF MEMBRANE AND 4" BASE INSTALLED IN ACCORDANCE W/ LANDLORD REQUIREMENTS. @ ALL REST ROOMS, JANITOR CLOSETS, AND ANY OTHER WET AREAS. AS REQUIRED AT TOILET ROOM. SEE DOOR SCHEDULE ON SHEET A2.0 PROVIDE CONCEALED ACCESS PANELS IN GYPSUM BOARD CEILINGS AS INDICATED ON ARCH. OR MECH. DWG'S OR AS REQUIRED BY LANDLORD /CODE. 1/2" TEMPERED GLASS WITH EASED AND POLISHED EDGES WITH MAX. 3/16" GAP AT BUTT EDGES. SEE DOOR SCHEDULE SHEET A2.0, GC TO PROVIDE SHOP DRAWINGS FOR ARCH APPROVAL GLAZING SYSTEM AS DETAILED IN PLANS WITH CUSTOM FINISH SEE WALL SCHEDULE SHEET A2.0 20 GA. 3 -5/8" METAL STUDS AT 16" 0.C. (MAX) 20 GA. 6" METAL STUDS /JOISTS AT 16" 0.C. 019 AS NOTED. 20 GA. 6" METAL JOISTS AT 12" 0.C. (MAX) AS REQUIRED 16 GA. 6" METAL JOISTS AS SHOWN / REQUIRED. 20 GA. 6" METAL STUDS AT 16" O.C. (MAX) PE "X" GYPSUM BO RD(WATER . TANT AT TOILET ROOM), 3 COATS TAPED SAND • • RIME AN I INT 2 COAT' y . NEEDE I . EXISTING TO REMAIN 5/8" TYPE X FROM FLOOR TO UNDERSIDE OF ROOF DECK (1 HOUR RATED) IF NOT EXISTING, TENANT TO INSTALL GYP BD ON TENANT'S SIDE AT TENANT'S EXPENSE. RATED AS REQUIRED. GC TO FIELD VERIFY AND REPAIR AS REQUIRED. PRIME AND PAINT 2 COATS AS NOTED. MASTER FORMAT DIVISION /SECTION 09 FINISHES (CONTINUED) 09252 GYPSUM BOARD 09253 GYPSUM BOARD 09254 MOISTURE RESISTANT GYPSUM BOARD 09300 CERAMIC TILE 09310 CERAMIC TILE 09510 ACOUSTIC TILE 09660 WOOD FLOORING 09660 VINYL COMPOSITION TILE 09661 WOOD AND VINYL BASE 09663 REDUCER STRIP 09680 CARPET 09770 FIBERGLASS REINFORCED PANEL 09800 FLOOR SEALER 09900 PAINT 09952 VINYL WALL COVERING 10 SPECIALTIES 10440 STOREFRONT SIGN WITH SIDE FILLER PANELS 10440 STOREFRONT NUMBER WALL 10440 B 10440 C INTERIOR VINYL WALL SIGNAGE INTERIOR GRAPHIC PANELS 10521 PORTABLE FIRE EXTINGUISHERS 10810 TOILET ROOM ACCESSORIES 11 11102 11105 11105 11105 11130 EQUIPMENT P.O.S. TERMINAL PROJECTOR AND SCREEN BED PUMPS SCENT AIR SPEAKERS 12 FURNISHINGS 12300 SALES AREA 12300 MISC STORAGE AREAS 13 SPECIAL CONSTRUCTION 14 CONVEYING SYSTEMS 15 15400 15424 15450 15500 15600 15829 15900 12300 MECHANICAL PLUMBING WATER HEATERS PLUMBING FIXTURES SPRINKLER SYSTEM HVAC EXHAUST FAN TEMPERATURE CONTROLS FIRE DAMPER 16 ELECTRICAL 16140 DUPLEX OUTLETS 16160 PANELS 16400 DISTRIBUTION IN TENANT'S SPACE 16420 VOLTAGE AND PHASE 16430 METERING 16500 LIGHT FIXTURES 16500 CONDUIT AND COAX CABLE RUN 16740 TELEPHONE FURNISH cc 0 z w X 0 LU INSTALL Cr •0 0 Z w J 0 w c 5/8" GYPSUM BOARD SMOKE BARRIER FROM ABOVE STOREFRONT TO METAL DECKING ABOVE, 3 COATS TAPED AND SANDED. GYP. BOARD SOFFIT, PAINT AS INDICATED. TOILET ROOM- SEE SHEET A2.0, WALL SCHEDULE CT1 CT2 GC TO COORDINATE WITH MALL MANAGEMENT. AT1, AT2 ENTRY FLOORING VCT WITH WATERPROOF MEMBRANE VULKEM 201 OR 202. p 09& GC TO COORD SIGN INSTALLATION WITH SIGN MFG GC TO COORD SIGN INSTALLATION WITH SIGN MFG BLACK VINYL REDUCER STRIP BY CARPET INSTALLER. STOCKROOM ONLY. CP - CARPET AND GLUE BY VENDOR, GC TO PROVIDE INSTALLATION. KEMLITE GLASBOARD FX CLASS A EMBOSSED WHITE 85 FIBERGLASS REINF PANELS SEAL EXPOSED CONCRETE WITH (2) COATS CS1. PRIME AND PAINT 2 FINISH COATS CUSTOM WC SUPPLIED BY VENDOR, GC TO PROVIDE ADHESIVE AND INSTALLATION. GC . e O IGN ILLUMINATED NUMBER PANEL, GC TO COORD INST WITH SIGN MANUFACTURER CLASS A -B -C DRY CHEMICAL 10 -POUND EXTINGUISHER IN AN AREA DESIGNATED BY THE TENANT AND FIRE INSPECTOR. VERIFY LOCATION NUMBER WITH FIRE INSPECTOR. "BOBRICK" B -685 TOILET PAPER HOLDER, "BOBRICK" B -290 2436 MIRROR, "BOBRICK "B -6806 GRAB BARS. AND B253 PAPER TOWEL DISPENSER. POS TERMINAL; TENANT'S CONTRACTOR TO PROVIDE POWER, SEE ELECT SHEETS MOUNT BELOW ENTRY SOFFIT IN PROVIDED FIXTURE. BED PUMP UNITS; TENANT'S CONTRACTOR TO PROVIDE QUAD OUTLET AT HEADBOARDS AROMATIC DISPENSER ATLAS (800 - 876 -3333) FAP -40T SPEAKER AND 100' IW- 2-22GA COPPER TWISTED WIRE CABLE INSTALL IN SERIES, PAINT BLACK TO MATCH CEILING HEADBOARDS WITH LIGHTING, POS COUNTER, ACCESSORY UNIT AND FIXTURES TO BE ASSEMBLED BY GC STANDARDS, LOW PRESSURE LAMINATE SHELVES (12" DEEP, 5 TIERS), KNIFE BRACKETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS TENANT'S CONTRACTOR TO CONTACT MALL SPRINLER /FIRE ALARM CONTRACTOR, COMPLETE INSTALL SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS PROVIDE FIRE DAMPERS WITH FUSIBLE LOUVERS PER MECHANICAL PLANS. SEE ELECTRICAL SHEETS, COVER PLATES TO MATCH ADJACENT SURFACE COLOR SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE LIGHT FIXTURE SCHEDULE AND ELECTRICAL SHEETS. GC TO PROVIDE AND INSTALL CABLE FROM ACCESSORY UNIT TO PROJECTOR CONTACT LOCAL TELEPHONE COMPANY. RECEIVED CITY OF TUKWIIA OCT 2 2 2001 PERMIT CENTER w w z 0 — R ��t�-�rars - eic�•s.�s -rr •.. -avx- - ,a�rva -a s�a�¢.a�x a� ..l .:. „ .�.. - :.%1L - a ryr,� - +» a � I - �� - a+ — :air..��+A.+z x: k - c ++ . ,.. p.r.. • MAXIMUM TRAVEL DISTANCE 64'6 " < 4 - O ” • 1 -EIS. • R1 EM CODE COMPLIANCE PLAN SCALE 1/4 " =1'O" 1 cc 0 z CO J O co cc 0 ° W ( ;r Lu 1-1 Q Q cc W X u) cc w w LLI w w 0 Q Y I--- CC CC 2 co O Z O] I - po OZO ci U U J_ W O o owODM D aW fi] O I— m z 0 w m w 2 N � L LC) Z Z O Z _ w I— Ir D I— O Lc) O y. ‘— CQ 0. GENERAL NOTES: LEASED PREMISES MUST COMPLY WITH TITLE III OF THE AMERICANS WITH DISABILITIES ACT (ADA). COMPLIANCE WILL INCLUDE, BUT NOT LIMITED TO, THE DESIGN, CONSTRUCTION AND /OR ALTERATION OF THE LEASED PREMISES. UPON COMPLETION OF THE WORK. IT IS THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. CONTRACTOR SHALL NOT PERMIT THE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES DURING THE CONSTRUCTION PERIOD. TENANT SHALL NOT PERMIT THE USE OF ANY HAZARDOUS SUBSTANCES IN THE PREMISES DURING ITS TENANCY. GENERAL CONTRACTOR, SUBCONTRACTOR, AND VENDORS WAIVE ALL CLAIMS AGAINST THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS FOR CONSEQUENTIAL DAMAGES ARISING OUT OF OR RELATING TO THIS PROJECT. THIS WAIVER IS APPLICABLE, WITHOUT LIMITATION, TO ALL CONSEQUENTIAL DAMAGES. SEPERATE PERMIT AND SHOP DRAWINGS FOR SPRINKLER SYSTEM BY CONTRACTOR. D (fl RECEIVED CITY OF TUKWII, OCT 2 2 2007 PERMIT CENTER 4 a O L, r re 1 0 a N W O °U W LU z Z 2 Z )- d LL1 � J w n - 4 < Ce r n 0 Z c LU 0 0 2aaaaaaa w 2 n O w rn r-. 0 rn 1- w w z w 0 n 0 0 2 2 cc SYMBOL GROUP 1 GROUP 2 471 z: STOCK RM. 174 SF SALES AREA 808 SF AEA` ENTRY 1100 330 SF niCO C? 4— CENTER 0 RADIUS OF SPAC PAIR 4`6 "x10'0" 3'0 "x7'0" 3 '0 "x7'0" CASTER: LOCK: PULLS: CLOSER: ARCHITECTURAL PLAN SCALE: 1/4" = 1'0" DOOR SCHEDULE SIZE TYPE HARDWARE GROUPS BUTTS: PUSH /PULL SET: CLOSER: KICK PLATE: STOP: GROUP 3 BUTTS: PRIVACY SET: CLOSER: STOP: FRAME A HOLLOW METAL B HOLLOW METAL 1 2'-9" 1 PC1 1 to 18' -7" DR /TRIM FIN 1 HDWR 2 NOTES TANDEM CASTERS ADAMS RITE MS 1850A -505 HOOK BOLT FLUSH FACE 1 -5/32" (29.3) CYLINDERS -ONE INTERIOR, ONE EXTERIOR 1 1/2 PAIR, 4-1/2 X 4-1/2 BALDWIN 1046 BUTTON TIP 626 FINISH SCHLAGE A SERIES LEVON (LEVER HANDLE) AL1 OS 626 FINISH LCN 4020 SMOOTHIE BALDWIN 4000 6' -4" 1 SLIDING GLASS, MEETING STILES SALES TO STOCK ROOM C HOLLOW METAL PT1 3 HALLWAY TO TOILET ROOM 1 1/2 PAIR, 4-1/2 X 4-1/2 BALDWIN 1046 BUTTON TIP 626 FINISH IVES 8103 -8- US28 -H PULL, 8200 -5 -US28 -3X12 PUSH PLATE LCN 4020 PUSH SIDE OR 4020T PULL SIDE (SIDE OF DOOR OPPOSITE FROM SALES AREA) IVES 8400 PA28- 6X32 -B4ECS BALDWIN 4000 10 -0" DOOR TYPES: IMAGE ! `• J / ' A . 17 -3 -5 62'-11" EE TYPE A: HOLLOW METAL SLIDING GLASS WALL SCHEDULE „IT TYPE SPECIFICATION WALL SCEDULE TYPE B: HOLLOW METAL 55•_0” TYPE C: HOLLOW METAL 6" 20GA MTL STUDS BY LANDLORD, GC TO PROVIDE AND INSTALL 5/8" TYPE X GYP BD TENANT SIDE, IF EXISTING VERIFY COMPLIANCE WITH RATED WALL DETAIL, C1/A2.1. MAINTAIN 6" CLEAR SPACE BETWEEN TOP OF GYP BD AND DECK ABOVE. PREP WALL TO RECEIVE NEW FINISH. VERIFY IF 3/8" GYP BD LYR REQUIRED DUE TO POOR CONDITION OF EXISTING GYP BD. PARTITION WALL, 3 -5/8 *" 20GA MTL STUDS 16 "OC SECURED TO STRUCTURE ABOVE FOR LATERAL SUPPORT. 5/8" TYPE X GYP BD SALES AREA SIDE TO 6" ABOVE CEILING LINE. PREP WALL TO RECEIVE NEW FINISH. PARTITION WALL, 2 -1/2 *" 20GA MTL STUDS 16 "OC TO 10' 6 ". 5/8" TYPE X GYP BD SALES AREA SIDE TO 6" ABOVE CEILING LINE. PREP WALL TO RECEIVE NEW FINISH. PLUMBING WALL, 6" 20GA MTL STUDS 16" OC TO 8'6 ". 5/8" TYPE X MR GYP BD BOTH SIDES. PREP WALL TO RECEIVE NEW FINISH. 3 -5/8" 20GA MTL STUDS 16 "OC SECURED TO STRUCTURE ABOVE FOR LATERAL SUPPORT. 5/8" TYPE X GYP BD BOTH SIDES TO 6 "' ABOVE CEILING LINE (MR BOARD AT TOILET ROOM AND WET LOCATIONS). PREP WALL TO RECEIVE NEW FINISH. 6" 20GA MTL STUDS 16 "0C SECURED TO STRUCTURE ABOVE FOR LATERAL SUPPORT. 5/8" TYPE X GYP BD BOTH SIDES TO 6 "' ABOVE CEILING LINE (MR BOARD AT TOILET ROOM AND WET LOCATIONS). PREP WALL TO RECEIVE NEW FINISH. S - NOTES ONE HOUR RATED ASSEMBLY COMPLY WITH UL U:165. SEE RATED WA l CONNECTION DETAIL SEE DETAIL FOR LATERAL B:3ACING PLUMBING WALL SEE DETAIL FOR LATERAL BRACING SEE DETAIL FOR LATERAL B' -LACING 1 13' -8" ROOM AND FINISH SCHEDULE SYMBOL NAME CEILING WALLS 1 100 1 1 101 1 102 1 11031, 1 104 1 0 t co ENTRY STOCK RM TOILET RM HALL L PT2 1 4' -4- _ PT2 [ PT1 I SCALE: 1/2" = 1 ' -0" PT1 WC 1 PT1 j ROOM SCHEDULE SEE FINISH PLAN FOR FINISH SCHEDULE FLOOR 7 BASE REMARKS CT2 FC1 1 FC2 1 [ FC3 1 1 CT1 1 NUMBER PANEL SIGN SUPPLIED AND INSTALLED BY SELECT COMFORT SIGN MANUFACTURER PC1 WB1 L WB1 1WB31 1 CT1 1 GC TO INSTALL OWNER PROVIDED ITEMS IN THIS AREA. SEE ELEVATIONS FOR TILE WAINSCOT TO 52" BULLNOSE TOP, COVE BASE, 3/4" CDX PLYWD 8" AFF TO 9'0" AFF CONTRACTOR TO MOUNT 6'8" CLEAR AFF APPROXIMATE PANEL LOCATION INSTALL J -BOX FOR LINE 3 AND DSL LINE. ORANGE DEDICATED RECEPTACLE LEFT SIDE, NON - DEDICATED RECEPTACLE RIGHT SIDE. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED, ALL PLUMBING, MECHANICAL, AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. LANDLORD NOTES NO SCALE RECESSED FLOOR ELECTRICAL OUTLET SCALE: 6" = V-0" OCT 2 Z 601 PERMIT CENTER W w 1 1- w W 1 N O N GENERAL DOOR AND HARDWARE NOTES: 1. PROVIDE AND INSTALL REESE SMOKE SEAL F -897B AT RATED DOORS. 2. RATED DOORS SHALL HAVE CLOSERS W/O HOLD OPEN DEVICES. 3. EXIT DOOR HARDWARE SHALL COMPLY WITH BUILDING CODE AND ADA REQUIREMENTS. 4 EXIT DOORS SHALL ALLOW EGRESS WITH ONE SINGLE ACTION DEVICE. 5. RATED DOORS AND DOOR HARDWARE SHALL HAVE MANUFACTURERS RATING LABEL. 6. ENTRY AND SERVICE DOOR LOCKSETS TO ACCOMODATE BEST LOCK 7PIN CYLINDER. GC TO PROVIDE TEMPORARY 'CONSTRUCTION' CORES AND KEYS FOR CONSTRUCTION PERIOD. DOOR SCEDULE SCALE: NA SCALE: NA POWER AND SIGNAL EQUIPMENT PANEL a n a . ,: tit - 4 7 ,1 COVER PLATE FLUSH WITH FLOOR FINISH CARPET AS SPECIFIED a hi 41 GROUT SURROUNDING CAVITY AROUND BOX STEEL CITY 664 RECESSEC FLOOR BOX WITH COVER, SATIN ALUMINUM FINISH RECEIVED CITY OF TIJKWILA w 0 2 O 0 w w z 0 0 w 0 rr 2 0 w 7 w cc W n a) v a • J cc o 2 1 a 2 I-o ca 2 Ozp� o U r = Q O I 1� J c— M 1— Y W O C) U) U) U) D CO aaa • 4 .o a O n^ • cr a N W a Q' w 7 W z L1J � J W • " > a M a N a_ N a zv • W x a W co 0 w J D D mW c ❑ i— Co _ CD H › o z 0 0 cc as a W w W CD a << 09100 09100 TYPICAL DOOR DETAIL SCALE 3" -1'0" 09260 TESTIMONIAL WALL BLOCKING SCALE: 1/2" - 1' - VERIFY ON ARCHITECTURAL PLAN AND IN FIELD: THIS SIDE OF WALL MAY BE BY OTHERS AND NOT PART OF THIS SCOPE OF WORK WHERE APPLICABLE, SEE SALES AREA WALL MILLWORK DETAIL FLOOR SLAB 4 4 42 .1 4 • WALL TYPE X DEFLECTION DTL (UL 465) SCALE 1 -1/2" = 1'0" NOTE: NO ATTACHMENT TO ROOF DECK PERMITTED JOINT AND TAPE COMPOUND: VINYL, DRY OR PREMIXED COMPOUND APPLY TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE 2" WIDE EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. EXISTING ROOF STRUCTURE, EXTEND STUDS TO DECK BETWEEN JOISTS AND GYP BD TO 6" MIN. BELOW CEILING RUNNER. 6 "MTL STUDS GALV STEEL 25 GA CEILING RUNNER. ATTACHED STRUCTURE FASTENERS 24" OC (MAX), OR APPROVED CHANNEL RUNNER. CEILING TYP AND FINISH AS SPECIFIED ON CEILING PLAN 5/8" TYPE "X" GYP BD, JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY. 1" TYPE S STEEL SCREW SPACED 8" OC EDGES AND 12 "OC IN FIELD OF BD. 1" TYPE S SELF TAPPING STEEL SCREWS 8 "0C ALONG EDGE OF GYP BD, 12 "OC WITHIN FIELD OF GYP BD. 3 -5/8" CHANNEL RUNNER WITH 1 -1/4" LEGS, 3/8" FOLDED LEG RETURNS. 25 MSG GALV STEEL. ATTACHED WITH FASTENERS TO FLOOR 24" OC (MAX). ogin> DOUBLED 3 -5/8" MTL STUDS TYP AT DOOR ROUGH OPENING 5/8" GYP BD TYP, SEE WALL SCHEDULE AND ARCH PLAN FOR LOCATION. DOOR AND FINISH PER SHCEDULE 08110 HOLLOW METAL FRAME, FIN PER SCHEDULE © EXISTING DECK EXISTING MALL STRUCTURE UNISTRUT P13795 BEAM CLAMP OR EQUIVALENT SCALE 1- 1/2 " =1'0" 4 4 NON- BEARING WALL TYPE W NOTE: NO ATTACHMENT TO DECK PERMITTED -1I!IfONHUGHNIIHIIIIUUIIHUpHIIN • 0911 CONT 20GA 3 -5/8 "MTL JEEP LEG TRACK, THRU BOLTED 10 UNISTRUT AT 48 "0C. ATTACH TRACK TO STF UCTURE WITH JOIST CLAMPS 1 5 /8 "SQ 12GA H3 UNIF. TRUT AT 48 "OC LT: NEW FRAMING BE WEEN JOISTS AT BOTTOM OF EXISTING JOIST LINE 20GA 305/8" MTL STUC LATERAL BRACING 48 "OC THRU I !OLTED TO UNISTRUT IN ALTERNAI E DIRECTIONS THREE N0.10 TEK SCRE NS EA CONNECT! B ED 20GA 3 -5/8" MTL STUDS AT 16 "0C TYP. CEILING HEIGHT AND FI:dISH AS SPECIFIED GYP BD AS SPEC :FIED, JOINTS ORIENTE J AND STAGGERED VEF TICALLY. OPPOSING SIDES OF ASSEMBLY TO B.: STAGGERED. 1" TYPE 5 SELF TAPPING G STEEL SCREWS 8 "0C ALONG EDGE OF GYP BD, 12 "OC WITHIN FIELD OF GYP BD. 25MSG GALV ST EEL 3 -5/8" CHANNEL RUNNE R WITH 1 -1/4" LEGS, 3/8' FOLDED RETURNS. ANCH')R TO FLOOR 24 "OC SURFACE OF CONC SLAB FRT BLOCKING BETWEEN STUDS 3 5/8" MTL STUDS 09250 NON - BEARING WALL TYPE F SCALE 1- 1/2 " =1'0" z a 0Li- ct CO a 2Qv� Q J 0 wMn_ Z W < 111>?,-,itti: ) - 0 a) I.0 C1:1 ILI CO I- w vri c. r > c z mr cwt~ w Q LT] w[CQUJW 1- �Oa w [c w zwcr - ❑z _¢a❑Q� w w z 0 co w 1- z 0 w w n 0 rn 0 0 N w r Z J LO Z O 2 Z = w F- CC D I— 0 LO o} CD Q Q cc < o o2 1— 0 2 U_ Ili 2 1-- 0 o O Zp" F.., _ 0 3O El— V] w Lit w O D c aU)WU) co H —3 4 4 4 4 4 4 v 4 4 v 4 v 4 4 ✓ 4 -- EXISTING DECK v EXISTING MALL STRUCTURE UNISTRUT P13795 BEAM CLAMP OR EQUIVALENT 4 2 1/2" A 4 4 4 n. v 4 a 4 v a;e: -. S.'f '�a. y_Y!i.)r . ti:aii:Yi: = F..- K..r. ?5r�:' a, • NOTE: NO ATTACHMENT TO DECK PERMITTED CONT 20GA 3 -5/8 "MTL DEEP LEG TRACK, THRU BOLTED TO UNISTRUT AT 48 "OC. ALT: ATTACH TRACK TO STRUCTURE WITH JOIST CLAMPS —1 5 /8 "SQ 12GA H3 UNISTRUT AT 48 "OC LT: NEW FRAMING BETWEEN JOISTS AT BOTTOM OF EXISTING JOIST LINE 20GA 305/8" MTL STUD LATERAL BRACING 48 "OC THRU BOLTED TO UNISTRUT IN ALTERNATE DIRECTIONS THREE N0.10 TEK SCREWS EA CONNE • N 3/4" IMBEDED CEILING HEIGHT AND FINISH AS SPECIFIED NOTE: NO ATTACHMENT TO DECK PERMITTED 09250 >GYP BD AS SPECIFIED, JOINTS ORIENTED AND STAGGERED VERTICALLY. OPPOSING SIDES OF ASSEMBLY TO BE STAGGERED. 1" TYPE 5 SELF TAPPING STEEL SCREWS 8 "OC ALONG EDGE OF GYP BD, 12 "OC WITHIN FIELD OF GYP BD. SURFACE OF CONC SLAB 5%0 CEILING HEIGHT AND FINISH AS SPECIFIED t L n 0 rn co 1- w w T CD N 0 0 5 L w J H H 20GA 2 -1/2" MTL STUDS AT 16 "QC TYP. 09250 >GYP BD AS SPECIFIED, JOINTS ORIENTED AND STAGGERED VERTICALLY. OPPOSING SIDES OF ASSEMBLY TO BE STAGGERED. 1" TYPE S SELF TAPPING STEEL SCREWS 8 "OC ALONG EDGE OF GYP BD, 12 "OC WITHIN FIELD OF GYP BD. SURFACE OF CONC SLAB 25MSG GALV STEEL 3 -5/8" CHANNEL RUNNER WITH 1 -1/4" LEGS, 3/8" FOLDED RETURNS. ANCHOR TO FLOOR 24 "OC 25MSG GALV STEEL 2 -1/2" CHANNEL RUNNER WITH 1 -1/4" LEGS, 3/8" FOLDED RETURNS. ANCHOR TO FLOOR 24 "OC v' 4 4 4 4 4 v 4 4 v EXISTING DECK NON - BEARING WALL TYPE Y SCALE 1- 1/2 " =1'0" 4 4 4 v 4 SCALE 1- 1/2 " =1'0" EXISTING MALL STRUCTURE UNISTRUT P1379S BEAM CLAMP OR EQUIVALENT v 4 4 v 6" 4 ( ° V a PLUMBING WALL TYPE P L NOTE: NO ATTACHMENT TO DECK PERMITTED CONT 20GA 6" MTL DEEP LEG TRACK, THRU BOLTED TO UNISTRUT AT 48 "OC. ALT: ATTACH TRACK TO STRUCTURE WITH JOIST CLAMPS —1 5 /8 "SQ 12GA H3 UNISTRUT AT 48 "OC LT: NEW FRAMING BETWEEN JOISTS AT BOTTOM OF EXISTING JOIST LINE 20GA 305/8" MTL STUD LATERAL BRACING 48 "OC THRU BOLTED TO UNISTRUT IN ALTERNATE DIRECTIONS THREE N0.10 TEK SCREWS EA CONNECTION 3/4" IMBEDED 0911 20GA 6" MTL STUDS AT 16 "OC TYP. CEILING HEIGHT AND FINISH AS SPECIFIED 1" TYPE S SELF TAPPING STEEL SCREWS 8 "OC ALONG EDGE OF GYP BD, 12 "0C WITHIN FIELD OF GYP BD. SURFACE OF CONC SLAB NOTE: NO ATTACHMENT TO DECK PERMITTED 0911 25MSG GALV STEEL 3 -5/8" CHANNEL RUNNER WITH 1 -1/4" LEGS, 3/8" FOLDED RETURNS. ANCHOR TO FLOOR 24 "OC GYP BD AS SPECIFIED, JOINTS ORIENTED AND STAGGERED VERTICALLY. OPPOSING SIDES OF ASSEMBLY TO BE STAGGERED. 20GA 6" MTL STUDS AT 16 "OC TYP. CEILING HEIGHT AND FINISH AS ix/ SPECIFIED 09250>GYP BD AS SPECIFIED, JOINTS ORIENTED AND STAGGERED VERTICALLY. OPPOSING SIDES OF ASSEMBLY TO BE STAGGERED. 1" TYPE S SELF TAPPING STEEL SCREWS 8 "OC ALONG EDGE OF GYP BD, 12 "OC WITHIN FIELD OF GYP BD. 25MSG GALV STEEL 3 -5/8" CHANNEL RUNNER WITH 1 -1/4" LEGS, 3/8" FOLDED RETURNS. ANCHOR TO FLOOR 24 "OC SURFACE OF CONC SLAB CITY OF TLJKWILA nrT ,) ') 7nn7 L.. 4-VU I PERMIT CENTER 0 0 ce W 7 } W J J n 0 0 ■ 0 4 o in N I' r l O as w w z0 Z rz- uitO u� 0= . a a s Q- N Z o' w w 1 LIGHT FIXTURE SCHEDULE PROVIDED BY SELECT COMFORT INSTALLED BY GC SYMBOLTYPE DESCRIPTION I O O Al REFLECTED CEILING PLAN SCALE 1/4" =1 ' 0" C2 F2 R1 R1 -EM R2 R3 W1 T T1 T4 S1 TB -1 LT El SCALE: NA FLUORESCENT W /LENSE(4') SURFACE MTD TOILET RM 2'X4' LAY -IN PRISMATIC FLOURESCENT RECESSED COMPACT FLUORESCENT DOWNLIGHT RECESSED COMPACT FLUORESCENT DOWNLIGHT RECESSED ADJUSTABLE DOWNLIGHT RECESSED COMPACT FLUORESCENT DOWNLIGHT WALL SCONCE SURFACE MOUNTED TRACK AND CONNECTORS TRACK HEAD MONO POINT TRACK HEAD LAMP CUSTOM FIXTURE EXIT SIGN EMERGENCY LIGHT MANF. HE WILLIAMS CRESCENT INDY LIGHTING INDY LIGHTING INDY LIGHTING INDY LIGHTING Y LIGHTING JUNO JUNO JUNO 48" SURFACE MOUNTED STIP METALUX FLUORESCENT STONEGATE DESIGNS CARPENTER CARPENTER LIGHT FIXTURE SCHEDULE GYP BD CEILING 10' -0" AFF MODEL NUMBER ESD 213232EW 24GP332UNIV DOLCE 1 ADA WALL SCONCE T239WH T239WH 5 LH 0063 CEWXLDRU BKO 12' -0" AFF ELATE C8H- 226/42T - HOUSING ELATE C852WTL - TRIM ELATE HB-28 - HANGER BAR ELATE C8H- 226/42T/BR - EMERGENCY HOUSING ELATE C852WTL - TRIM ELATE HB-28 - HANGER BAR ELATE P8A -P38 - HOUSING ELATE P800A- P38 -WTL - TRIM ELATE C9HD- 226/42T - HOUSING ELATE C952- T- WTL -FD - TRIM GYP BD CEILING 8' -0" AFF PT2 LAMP 10' -9$" TWO F32T8 /SP30 /ECO THREE F32T8 /SP30 TWO F42TBX /830 /A /4P /EOL ONE 60 PAR/HIR/S/SP1U TWO F42TBX /830 /A /4P /EOL TWO F32TBX /830 /A /4P /EOL ONE GE F39BX /SPX30 /R5 NEMA GENERIC DESIGNATION:ONE FT38W /2G 11 /830 ONE 50PAR/HIR/S/SP1 0 ONE 50PAR/HIR/S/SP1 0 ONE T8 FLUORESCENT LAMP THREE 100W A LAMPS INCLUDED INCLUDED GYP BD CEILING COMMENTS STOCKROOM —1 10' -0" AFF PT7 SURFACE MOUNTED- TOILET ROOM "WHEAT" REFLECTOR, LOW IRIDESCENT FINISH, NIGHT LIGHTING FIXTURES NOTED AS "R1 NL" ON PLAN. "WHEAT" REFLECTOR, LOW IRIDESCENT FINISH 75W AT STOREFRONT DISPLAY WINDOWS "WHEAT" REFLECTOR, GLASS DISK SHIELDS LAMP BACK WALL FLANKING CHECKOUT MOUNT APPROX 72" AFF SALES AREA CEILING SURFACE MOUNT STRIP CONCEALED IN HEADBOARD LAMP MOUNTED TO FOOTBOARD FIXTURE MOUNT AT 86" AFF UNIVERSAL LED EXIT SIGN, WHITE. DETERMINE NUMBER OF FACES (1 OR 2) PER PLAN UNIVERSAL EMERGENCY LIGHT ----CENTER TILE JN CENTERLINE OF SPACE. G /P BD SOFFIT { PT2 9 -0 " AFF �:a'' � r• � -�.C:r bsLeN2M.r.,�a..:k: -, mac: F2 -NL NEM R1 -EM R1 1'-11"L2- 2X4 CEILING TILE 0 R1 -NLN i M R1 -EM 24X24 ACCESS PANELS, - FLUSH TRIM WITH SCREWDRIVER CAM LOCK FOR MECHANICAL ACCESS T1 T1 T1 T1 T1 GYP BD SOFFIT 10' -0" AFF LANDLORD NOTES NO SCALE lD z 0 } a .1 CC Coo °CQ CO o2 z � rn ozoE Q UU_w owO•cc uD u) u7 c0 I- > - m z 0 7 cc w 0 rn 0 —NOTE: PROVIDE SPRINKLER HEAD IN CAVATIES (TYP) CEILING SYMBOLS PROVIDED AND INSTALLED BY GC SCALE: NA NOTE: PROVIDE SPRINKLER HEAD IN CAVATIES (TYP) EXHAUST FAN SUPPLY AIR SUPPLY AIR RETURN AIR CONCEALED SPRINKLER RECESSED SPRINKLER PENDANT SPRINKLER AS SCENT AIR PJ PROJECTOR CEILING SYMBOLS GREENHECK SP -B110 ACsU ICS 00' IW- 2 CABLE TITUS TITUS TITUS TYCO TYCO TYCO GYP BD SOFFIT 1 PT2 10' -0" AFF GYP BD CEILING PT2 12' - O" AFF 24X24 ACCESS PANEL FLUSH TRIM WITH SCREWDRIVER CAM LOCK -- PROJECTION SCREEN FURNISHED BY SC, INSTALLED BY GC NUMBER WALL GYP BD SOFFIT PT2 10' -0" AFF a MP -39 TMS CT -540 RF1 1 TYB TYB SCENT AIR NA PROJECTOR FURNISHED BY SC, INSTALLED BY GC E UDIO SOURC ICES ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OF COVER TYPE. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. STOREFRONT SIGNAGE MUST BE ON SEPARATE CIRCUIT AND 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. VERIFY WITH WESTFIELD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT. LIGHT SWITCH IN TOILET ROOM TO CONTROL LIGHT AND FAN. SEE ME DRAWINGS BLE T LO A ON PLU 10 OILED F FIN L HOOK ENTRY AND SALES AREA ENTRY AND SALES AREA E DISPLAY WINDOW AND ENTRY SOFFITS, REFER TO SPRINKLER SHOP DRAWINGS FOR LOCATION. SALES AREA, REFER TO SPRINKLER SHOP DRAWINGS FOR LOCATION. STOCKROOM, REFER TO SPRINKLER SHOP DRAWINGS FOR LOCATION. SALES AREA AMBIENT SCENT DISPENSER ENTRANCE PROJECTOR FOR SCRIM SCREEN BEHIND BED OM CITY OF TUKwII A OCT 2 2 ZuUI PERMIT CI=NTER w U 2 v\ 1- W 2 cn w H 0 O rn • M n m rn n 1- 0 w U W s 1, • r- O EXISTING DECK EXISTING BUILDING SHELL STRUCTURE UNISTRUT P1379S BEAM CLAMP OR EQUIVALENT 12' 0" AFF GYP BD CEILING 5/8 "TYPE X GYP BD ON 3- 5/8 "20 GA STUDS 16 "OC di 10' 0" AFF GYP BD SOFFIT co 9' 0" AFF GYP BD SOFFIT SOFFIT DETAIL SCALE: 1 -1/2" - 1' - 0" WAL MOLDING MAIN TEE SCALE: FULL SIZE MOLDI CONCEALED ANCHORS 16 "OC AND WITHIN 3" FROM ENDS. COLOR TO MATCH CEILING PANEL (MITER AT CORNERS) MAIN TEE WITH REVERSIBLE INTEGRAL SPLICES. COLOR TO MATCH CEILING PANEL ACOUSTIC CEILING PANEL - 0 ACOUSTIC CEILING DETAILS 0' -0�" CROSS TEE CROSS TEE WITH PANELI CENTERING DEVICE. COLOR TO MATCH CEILING PANEL MAIN TEE WITH REVERSIBLE INTEGRAL SPLICES. COLOR TO MATCH CEILING PANEL MAIN TEE ATTACHEMENT DEVICES: SIZE 5 TIMES DESIGN LOAD INDICATED IN ASTM C635, TABLE 1 'DIRECT HUNG' ATTACHED TO BUILDING STRUCTURAL MEMBERS. WIRE HANGERS, BRACES, TIES: PROVIDE WIRES COMPLYING WITH ASTM A641/A61M CLASS 1 ZINC COATING SOFT TEMPER. WIRE DIAMETERPER ASTM C635, TABLE 1, 'DIRECT HUNG' 3 TIMES THE HANGER DESIGN LOAD IS LESS THAN YIELD STRESS OF WIRE USED. WIRE HANGERS SHALL NOT INTERFERE WITH OTHER WORK AND SHALL BE HUNG PLUMB, SPLAY ONLY WHRER REQUIRED. WIRE SHALL NOT BE LESS THAN 0.135 INCH WIRE DIAMETER. SUSPENSION SYSTEM: INSTALL WALL MOLDING, LEVELING WITH T -GRID TO A TOLERANCE OF 1/8" IN 12'0" CEILING PANELS: INSTAL ACOUSTIC PANELS TO COMPLY WITH ASTM C636, PER MANUFACTURERS PUBLISHED INSTRUCTIONS AND CISCA'S 'CEILING SYSTEMS HANDBOOK' ACOUSTIC CEILING PANEL 2' -8" SCALE: 3" = 1' - 0" NO SCALE 12" DISPLAY GRID DETAIL 90° 12 GA WIRES AT 48" OC TO STRUCTURE ABOVE 12 GA SPLAY WIRES AT 45° AND 90° TO STRUCTURE ABOVE. SEISMIC STRUT DETAIL NOTE: NO ATTACHMENT TO DECK PERMITTED 20GA 305/8" MTL STUD LATERAL BRACING 48 "OC THRU BOLTED TO UNISTRUT IN ALTERNATE DIRECTIONS - 1- 5/8 "SO 12GA H3 UNISTRUT /,T 48 "OC ATTACHED TO EXISTING BUILDING STRUCTURE. ATL: MTL FRAMING BETWEEN JOISTS AT BOTTOM CORD OF EXISTING JOISTS 20GA DEEP LEG RUNNER ATTACFIED TO STRUCTURE WITH JOIST CLAMP... 20GA MTL FRAMING 48 "OC ATTACH TO CR RUNNER WITH #10SM SCREWS EMBEDED 3/4" AT 24 "OC 20GA 3 -5/8" MTL CROSS BRACING 48 "OC 5/8 "TYPE X GYP BD ON 3 -5/8 "i 0 GA STUDS 16 "OC -THREE #10 SM SCREWS EMBEVED 3/4" AT 24 "OC PER STUD CONNECTIONS 20GA 3- 1/2 "X1 -1/2" CURVED I'V ETAL ANGLE ANCHORED AT EA STUD LOCATION 5/8 "TYPE X GYP BD ON 3-5/8"20 GA STUDS 16 "OC E -Z ANCOR SELF TAPPIAG GYP BD ANCHORS CEILING OWNER PROVIDED 4 "X 1-" SILVER WIRE GRID 12"X24" OC ANCHORS J -HOOKS LATERAL FORCE MEMr3ERS SHALL BE SPACED 6" MIN FROM HORIZ PIPES AND DUCTS WHICH IS NOT PROVIDED WIl H BRACING RESTRAINS FOR HORIZ FORCES, BRACING WIRES SHALL BE . ATTACHED TO GRID AND TO BUILDING STRUCTURE IN ORDER 0 SUPPORT A DESIGV LOAD OF 200 POUNDS MIN, AC r UAL LOAD (WITH A SAFETY FAC OR OF 2) IF IT IS GREATER 3-5/8" 20GA MTL STUD PLUMB TO STRUCTURE ABOVE LENGTH NOT TO EXCEED 8'0" 1 PER 144 SQ FT OF CEILING AREA TRACK LIGHTING SLOT SCALE: 3" = 1 ' -0" CORNER BEAD W TYPICAL STOREFRONT FRAMING; 3 -5/8" 20GA MTL STUDS 16 "OC 5/8" TYPE X GYP BD. STEM MTD. TRACK LIGHT NOTE: PAINT SLOT TO MATCH GYP BD CEILING COLOR GYP BD CEILING SEISMIC FRAMING DETAIL SCALE: 3" = 1 ' -0" of RECEIVED CITY OF TUKVVI OCT 2 2 2007 PERMIT CENTER ww n 0 0 cO rn 1- w w Z N w -J 1- f'- CONTINUOUS METAL TRACK ATTACHED TO WALL. DO NOT FASTEN TO CEILING GYP -BD (4) 12 GA. WIRES RUN AT 45 DEGREES TO STRUCTURE ABOVE. 1/4" DIA. THREAD ROD AT 4'0" O.C. MAX EACH WAY WITH CHANNEL CLIP. 1 1/2" COLD ROLLED 16 GA. STEEL CHANNEL AT 4'0" 0.C. #4 STEEL SPRING WIRE CLIP OR APPROVED EQUAL AT EACH CHANNEL 7/8" METAL HAT CHANNEL AT 24" O.C. 5/8" TYPE 'X' GYP -BD. L? l� w z 0 o<11 0 fX w w J -J 0 a a 4 ,0 i to s a 0 a V) W w z z= Z I0 ur a a P w N z o w ° J < w u) � 1- I- › Q W L9 ~ (.7) 0 CC U Q 1- w w W 2 U) a) O M 0 Z w � cv LU Z Z O � W I— CC D I O ID 2 ° c0a } 5C CC C a CC CC O c Z a) � 0 U O ZO E O Q U owO co U7U)cnCO 1— m z 0 w w n O co 0 0 aaa r FINISH SCHEDULE TYPE SPECIFICATION 1 AT2 PT1 PT2 FC1 FC2 FC3 WB1 WB2 1 WB3 1 PC1 1 CT1 1 CT2 ROOM FINISH PLAN SCALE 1 /4" =1 ' O" Rim FLOOR CT1 BASE ■ M • WAINSCOT WALLS CEILING OOR BASE WALLS CEILING ._..�.__ +� .axx..� r�vas�i;�u 1cw.d• :ter. ��TrY:���i.eT -+rte. rx�.w _r"�ri�..�vaac ,.�wwM.' DIVISION 09511 - ACOUSTIC TILES: 24 X 48 USG FISSURED 562 SQ COLOR; WHITE 15/16" DONN DX WHITE GRID DIVISION 09720 - WALL COVERING: WOLF GORDON STYLE: G 4760472 BONAIRE SILVERLIGHT 51/52" BNR 7 -3257 DIVISION 09910 - PAINT: BENJAMIN MOORE, COLOR: HC -85 FAIRVIEW TAUPE FINISH: EGGSHELL DIVISION 09910 - PAINT: BENJAMIN MOORE, COLOR: OC -17 WHITE DOVE FINISH: EGGSHELL DIVISION 09650 - WOOD FLOORING: GAMMAPAR OLYMPIA COLLECTION, 4" COLOR:JATOBA NATURAL DIVISION 09684 - CARPET: C AND A, STYLE: 02591 - ENDHARA (STI) COLOR: 00452 - ASH DIVISION 09650 - VINYL FLOORING: VINYL COMPOSITE TILE, ARMSTRONG EXCELON COOL WHITE OR EQUAL DIVISION 09650 - WOOD BASE: TO MATCH WOOD FLOORING DIVISION 09650 - WALL BASE: ARMSTRONG, STYLE: COLOR INTEGRATED WALL BASE 4 ". COLOR: 60 JET BLACK DIVISION 09650 - VINYL BASE: 4" GREY COVE VINYL BASE DIVISION 05000- POWDER COAT FINISH METAL: PRISMATIC POWDERS, STYLE: METALLIC COLOR: LASER BLUE P -4145B DIVISION 09300 - CERAMIC TILE: OFF WHITE OR BEIGH 4 "X4" WALLS, 2 "X2" FLOORS NATURAL GROUT COLOR DIVISION 09300 - MALL TILE ENTRY TILE FINISH SCHEDULE SCALE: NA 1 2'-9" 18'- NOTES STOCKROOM WALL COVERING - BACK WALL FOCAL POINT PAINT IN SLEEP SHOP WALLS, CEILING, DOORS, AND TRIM. PAINT WALLS & SOFFITS IN ACCESSORY SHOP FLOORING IN ACCESSORY SHOP CARPET IN SLEEP SHOP, QUARTER TURN INSTALL STOCKROOM FLOORING WALL BASE IN SLEEP SHOP 6' - 4" WALL BASE FOR ACCESSORY FIXTURES STOCKROOM WALL BASE TOP OF BULLNOSE AT 52" AFF •1 1 V NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/4" WILL NOT BE ACCEPTED. TRANSITION STRIP TO BE UNDER DOOR AND NOT VISIBLE FROM SALES AREA SIDE. NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH, LEVEL AND CONTINUOUS. SCALE: FULL V 1 FC2 WB1 PT1 WC1 PT1 FLOOR BASE WALLS WALLS CEILING CARPET TO VCT TRASITION SCALE: FULL FLOOR TRASITION FROM SIM- WOOD TO CARPET FLOOR ALIGNS WITH SOFFIT ABOVE <09660) VCT FLOOR SLAB BY GC <09660 >WOOD FLOORINGFT:17 SLIDING GLASS DOOR SILL PLATE MALL TILE 1 CT2 1 ARMSTRON TRANSITION S TRIP VTO CARPET AND ADHESIVE GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION HEIGHT, FOLLOW MANUFACTURERS' RECOMMENDATIONS TILE TO WOOD TRASITION (SLIDING DOORS) MALL TILE TO LINE OF CLOSURE AND GLAZING SILL CARPET TO CERAMIC TILE TRASITION PERMIT CENTER SCALE: FULL w 2 w 1 - Q ❑ Tim r. 0 0 cc SCALE: FULL NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH, LEVEL AND CONTINUOUS. 1/8" WOOD TO CARPET TRANSITION 1 CP1 1 16GA ZINC FIN METAL TERRAZZO STRIP WOOD FLOORING LANDLORD NOTES n NO SCALE UJ w z 0 N w� Z 2 o W cc D I- 0 L2 O >- r a CC CC/ a CC -0° o 2 1- o v O w d D _ U U O _w cn ▪ J pry 5C Ow 0 Cr] D o CJ) U) U) CO i— >- co W 1- 0 z 0 7 w w 0 0 0 CARPET AND ADHESIVE 1 FC1 GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION HEIGHT, FOLLOW MANUFACTURERS' RECOMMENDATIONS AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATER PROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4 ". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LAT!CRETE 9235 OR SUMMITVILLE S -9000) INSTALL A WATER TIGHT DOOR THRESHOLD. CARPET MUST BE COMMERCIAL GRADE AND MEET ADA RESISTANCE FOR WHEELCHAIRS. EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT THE LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR, AND INSTALLATION DIRECTION. v Po NOTE: GC TO ENSURE TRANSITION BETWEEN MATERIALS IS FLUSH AND CONTINUOUS. A DIFFERENCE GREATER THAN 1/4" WILL NOT BE ACCEPTED. TRANSITION STRIP TO BE UNDER DOOR AND NOT VISIBLE FROM SALES AREA SIDE. 1 CT1 (CERAMIC TILE 16GA ZINC FIN METAL TERAZZO STRIP <09680> CARPET AND ADHESIVE 1 CP1 GC SHALL PROVIDE CONCRETE -BASED FILLER PRODUCT TO ALLOW FOR SMOOTH TRANSITION HEIGHT, FOLLOW MANUFACTURERS' RECOMMENDATIONS FLOOR SLAB BY GC RECEIVED CITY OF TLimm ,,p, OCT 2 2 ZOO/ E— m a 0 02. W (1) O U) a 0 w } W J J 7 N. O 0' 0 zaaaaaaa -- .,'?ids �4,l,L�: ,L',tI;:�i��ti��x�i�YV:,s j!'f1- !;vix! "tts' }ti 1 irma.`trsi�`''-- `5'. �P `r�i u °+"3 ravr .' p ° n o 12' -7" SHEET TITLE MERCHANDISE FIXTURE PLAN DOCUMENT DATE 27 AUGUST 2007 DRAWN BY MAE ISSUED FOR PRELIMINARY LL REVIEW FINAL LL REVIEW PERMIT DATE 915/07 9/18107 10/11 /07 CHECKED BY RMM M m HEU < m REVISION PER LL, ARCHITECT DATE 10/09/07 BY MAE PROJECT SELECT COMFORT SOUTHCENTER MALL SUITE # 1005 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 PROJECT NO. 0704.319 OWNER: SELECT COMFORT 6105 TRENTON LANE N. PLYMOUTH, MN 55442 I HEREBY CERTIFY THAT THIS PLAN, REPORT, SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS IN THE STATE OF WASHINGTON SHEETS COVERED BY THIS SEAL: ARCHITECTURAL REG.N0.6369 EXP. DATE 15 JULY 08 NO. A 0 A A 0 0 to 0 r m 11 0 —1 0 D 0 z m D 0 03 0 D a C/) 0 r r co - o azi m Z 0 m 9 R GISTERED A ICHITI CT. li AT 0 D A �NG Old 6 CONCEPT BY: M ASSOCIATES LTD 10907 VALLEY VIEW ROAD EDEN PRAIRIE, MINNESOTA 55344 FAX 952 - 944 -7565 PHONE 952 -944 -7576 © 2007 Lail ASSOCIATES, LTD. ALL RIGHTS RESERVED CD -- .,'?ids �4,l,L�: ,L',tI;:�i��ti��x�i�YV:,s j!'f1- !;vix! "tts' }ti 1 irma.`trsi�`''-- `5'. �P `r�i u °+"3 ravr .' p ° n o 12' -7" SHEET TITLE MERCHANDISE FIXTURE PLAN DOCUMENT DATE 27 AUGUST 2007 DRAWN BY MAE ISSUED FOR PRELIMINARY LL REVIEW FINAL LL REVIEW PERMIT DATE 915/07 9/18107 10/11 /07 CHECKED BY RMM M m HEU < m REVISION PER LL, ARCHITECT DATE 10/09/07 BY MAE PROJECT SELECT COMFORT SOUTHCENTER MALL SUITE # 1005 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 PROJECT NO. 0704.319 OWNER: SELECT COMFORT 6105 TRENTON LANE N. PLYMOUTH, MN 55442 I HEREBY CERTIFY THAT THIS PLAN, REPORT, SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS IN THE STATE OF WASHINGTON SHEETS COVERED BY THIS SEAL: ARCHITECTURAL REG.N0.6369 EXP. DATE 15 JULY 08 NO. A 0 A A 0 0 to 0 r m 11 0 —1 0 D 0 z m D 0 03 0 D a C/) 0 r r co - o azi m Z 0 m 9 R GISTERED A ICHITI CT. li AT 0 D A �NG Old 6 CONCEPT BY: M ASSOCIATES LTD 10907 VALLEY VIEW ROAD EDEN PRAIRIE, MINNESOTA 55344 FAX 952 - 944 -7565 PHONE 952 -944 -7576 © 2007 Lail ASSOCIATES, LTD. ALL RIGHTS RESERVED FX5A ACCESSORY UNIT 25-1/2"W X 22 "D X 84 "H FX5A ACCESSORY DISPLAY SCALE: NA FX12A DISPLAY TABLE 72 "W X 18 "D X 28 "H DISPLAY TABLE 1"X3" MOUNTING CLEATS FX19 ACCESSORY UNIT 9' -4 3/4 "W XT DX 9'-11"H WALL ANCHORED ACCESSORY DISPLAY SCALE: NA 1"X3" MOUNTING CLEATS ERTICAL FACE TRIM BY FIXTURE MANUFACTURER STUD WALL BY CONTRACTOR UPPER HORIZONTAL WITH FACE TRIM BY FIXTURE MANUFACTURER LOWER HORIZONTAL WITH FACE TRIM BY FIXTURE MANUFACTURER VERTICAL FACE TRIM BY FIXTURE MANUFACTURER STUD WALL BY CONTRACTOR FX5B ACCESSORY UNIT 49 -1/2 "W X 22 "D X 84 "H FX5B ACCESSORY DISPLAY SCALE: NA FX13 TESTIMONIALS 43 "W X 5 "D X 48 "H ANCHORED TO WALL SEE BLOCKING DETAIL FX13 TESTIMONIALS FX CASHWRA SCALE: NA FX3 GRAPHIC PANEL SCALE: NA FX3 GRAPHIC PANEL 30 "W X 5 "D X 72 "H ANCHOR TO WALL 10 "AFF FX21 SIDE TABLE W/ COLLATERAL SCALE: NA FX9 HEADBOARD 84 "W X 5 "D X 84 "H WALL ANCHORED. FOOT BOARD 78 "W X 6 "D X 28"H FLOOR ANCHORED BED DISPLAY LANDLORD NOTE: CASHWRAPMUST MEET ALL ADA CODES. CASHWRAP REQUIRES A FLAT SURFACE AT LEAST 34" HIGH AND 36" WIDE DESIGN IN THE CASHWRAP COUNTER. LIFT UP HINGED LEDGES OR PULL OUT SHELVES WILL NOT BE ACCEPTED. FX CASHWRAP A NOTE: GC TO ATTACH HEADBOARDS TO WALLS PER MANUFACTURER'S SPECIFICATIONS. SCALE: NA FX21 SIDE TABLE W/ COLLATERAL 24"W X 12"D X 24"H S1 LIGHT FIXTURE, SUPPLIED BY FIXTURE MANUFACTURER, INSTALLED BY GC FOOTBOARD LAMP PROVIDED BY SC INSTALLED BY GC. LAMP HAS CORD (NO PLUG). GC TO RUN CORD THROUGH CONDUIT IN FOOTBOARD FIXTURE AND INSTALL PLUG ON CORD. ANCHOR LAMP TO FOOTBOARD USING CLAMP AND SET SCREWS PROVIDED WITH FIXTUE. FX4 KIOSK PANEL 30 "W X 5 "D X 72 "H ANCHORED TO WALL 1 O "AFF FX4 KIOSK PANEL SCALE: NA SCALE: NA EXPLODED VIEW SCALE: NA FX23 GIFT TOWER 16 "W X 17 1/2"D X 64 "H FX23 GIFT TOWER LOW PRESSURE LAMINATE CONSTRUCTION WITH CAM TYPE KD FASTENERS. GC TO ASSEMBLE SIX INDIVIDUAL PANELS PER UNIT AND ANCHOR TO WALL AND /OR ADJACENT AU FIXED SHELVING FRONT VIEW STORAGE UNIT ASSEMBLY 5% ADJUSTABLE SHELF TO BE INSTALLED AFTER UNITS ARE FULLY ASSEMBLED AND ANCHORED. SCREW FIRST UNIT IN CORNER TO E XISTING WALL. SCREW ADJOINING STORAGE UNITS TOGETHER. 0 N 1 1' -72° a' RECEIVED CITY OF TUKWIL,q PLAN VIEW OrT 2 2 711117 PERMIT CENTER m U 1- 0 C.1) 0 a Z N W Z LO CC • Z u- O w I— H0 U u7 z w0 >- CD CD a. 0 J J cc 2 O rr W LO O z0 Ow r- 0 � H w J D I- U) U) U) w H 0 w a) 0 0 1-- 0 w N 2 0 z 0 u) J ■ J w IX as as 0 0 re u 0 w 0 a aaC w w 1- 0 n uD rn n 0 a rn 1- w W z 0 LO n 0 0 1 1-- m w a cc !r Lu J BOX FROM DVD TO PROJECTOR sllespC)Ew be 5' -8 "WC1 INTERIOR STOREFRONT ELEVATION SCALE 114"=1'O" 0`0" AFF, V.L F. B/ TRU TURE 13' 7" AFF T/0 STOREFRONT 12' 0" AFF B/O GYP BD CEILING • 10' 0" AFF B/O GYP BD CEILING 9' 0" AFF qF B/0 RADIUS SOFFIT • 0'0" AFF, 8/0 STRUCTURE g ob 13' 7" AFF • T/0 STOREFRONT A N 12' 0" AFF villP B/O GYP BD CEILING 10' 0" AFF B/O GYP BD CEILING B/O ENTRY SOFFIT A* 9' On AFF B/O RADIUS SOFFIT 4" AFF • T/O WOOD BASE \ 0" AFF • LEASE LINE NUMBER WALL BEYOND Abp 6" AFF ▪ GLAZING BASE 0" AFF LONGITUDINAL SECTION, ELEVATION SCALE 1/4" = 1'0" DRINKING FOUNTAIN LOCATION LONGITUDINAL SECTION, ELEVATION SCALE 1/4 " =1'0" 00 AFF `FT/0 WOOD BASE \ 0" AFF TRANSVERSE SECTION SCALE 1/4 " =1'0 " �/— 1 WB1 PT2 z\ PT2 K9000 A5.11 PROV DE (18 GA) MTL STUD BLOCKING AT EACH BED LOCATION COORDINATE WITH FIXTURE TYPICAL EA BED DIMENSIONAL LETTER SIGN INST BY GC LIGHTED GRAPHIC PANEL DUPLEX PT2 K5000 ADJUSTABLE PT1 A3 INTENALLY ILLUMINATED NUMBER WALL, SUPPLIED BY SM AND INSTALLED BY GC. SEE SIGN SHOP DRAWINGS. PROVIDE (18 GA) MTL STUD BLOCKING AT EACH BED LOCATION COORDINATE WITH FIXTURE TYPICAL EA BED 1 W81 / DUPLEX AT 18" AFF, LEFT CORNER NOTE: GC TO VERIFY WITH SC THE USE AND LOCATION OF ALL GRAPHICS. PT1 ),/ J 1 WB1 9 ' 0" AFF 0' 0" AFF, • B //0 STRUCTURE a t k 10 0" AFF • B/0 GYP BD CEILING CURVED SOFFIT 6 " AFF - _ 'GLAZING SILL 0" AFF - PROVIDE BLOCKING IN +\ WALL FOR TESTIMONIAL DISPLAY, SEE DETAIL WB3 1 SCALE 1 /4" = 1'0" 1 AT2 F TRANSVERSE SECTION PC1 NOTE: GC TO VERIFY WITH SC THE USE AND LOCATION OF ALL GRAPHICS, HEADBOARDS TO BE SECURED TO WALLS PER MANUF. SPECIFICATIONS. — PT1 1 H PT2 NOTE: GC TO VERIFY WITH SC THE USE AND LOCATION OF ALL GRAPHICS, HEADBOARDS TO BE SECURED TO WALLS PER MANUF. SPECIFICATIONS. D(n 9(,a RECEIVED CITY OF T1JK1>n/ILA OCT 2 2 2007 PERMIT CENTER w z 0 6 z a o ¢ • � w ~ F" > d 0 Uw ¢ oo 1- I- 1- 0 }U wwcco u- 2 � F. LLI wama5w > - ww U) I w 0 W w 0 d w =CCa < D Z N W � Z LO LC) Z o2 W I— cc D I-- 0 Lo 2 o>- 1- CI 4 .o W n Q M ^ w CrL ¢°'E • r N Cry a a w u w J 7 w z 4 z o z E a >- - �w2a 7 • Q 3 c n • N J o Z a 9 at w o _ ❑w u 0 CC m Q CC Q LU CC H a d7 2 I o 2 OZO w r" Q �_ Ww o wQ EF. cI] CO 1— } m w F- z 0 U) 7 w cc n 0 rn 0 0 w Q 0 rn n O F— w w 2 0 0 0 2 � ILLUSTRATIVE TOILET ROOM PLAN SCALE 1/2 " =1'0° SCALE 1 /2" =1'0" ELEVATION A BLOCKING DETAIL 00X76 CLEAR FLOOR AREA FOR ACCESSIBLE WATER CLOSET 5'0" TURN RADIUS ILLUSTRATIVE TOILET ROOM ELEVATIONS SCALE 1 /4" =1'0" 30X48 CLEAR FLOOR AREA FOR ACCESSIBLE LAVATORY ELEVATION B NO SCALE 8 " 0 co CO 6 " UNISEX . r .. THE TOILET ROOM SHALL BE IDENTIFIED WITH A SYMBOL OF COMPLIANCE AND A TACTILE SIGN WHICH IS IN COMPLIANCE WITH ADA SECTION 4.30. THE SIGNS HAVE A MINIMUM LETTER HEIGHT OF 5/8° AND A MAXIMUM HEIGHT OF 2 ". THE SYMBOL OF COMPLIANCE SHALL BE PLACED 60" ABOVE ABOVE THE FLOOR TO THE CENTER OF THE SIGN ON LATCH SIDE OF DOOR. TACTILE SIGNS SHALL BE MOUNTED 60" TO THE CENTERLINE ABOVE THE FLOOR ADJACENT TO THE LATCH SIDE OF THE DOOR. ACCESSIBILITY SIGNS s � N $ "MIN - 6 "MAX --f17 "MIN ELEVATION C z < < b CO d' as 10" PICTOGRAM OF WOMAN, ACCESSIBILITY / ND MAN SYMBOLS IN 6" HIGH MINIMUM FIELE OF CONTRASTING NON- GLARING FINISH. LETTERS TO BE 5/8" TO 2° HIGH, RAISED 1/32° MINIMUM FROM THE CONTRASTING BACK GROUND FACE. LETTERS SHALL BE OF SA dS SERIF OR SIMPLE SANS SERIF TYPE FACE /,ND SHALL BE ACCOMPANIED BY GRADE 2 BR /.ILLE. SIGN SHALL BE MOUNTED ADJACENT TO LATCH SIDE OF TOILET ROOM DOOR. TOILET ROOM NOTES / 0 MIRROR: 1 BOBRICK B -290 2436 OR EC /. O PAPER TOWEL DISPENSER: BOBRICK B -253 OR EQ. BOBRICK B 253 OR EQ. O SOAP DISPENSER: NOT REQUIRED. O HC LAVATORY. LEVER FAUCETS MUST BE PROVIDED. 5 HANDICAP GRAB BAR(S). BOBRICK B -6606 OR EQUAL © INSULATE 'P' TRAP AND SUPPLY LINES. TOILET PAPER HOLDER. BOBRICK B -685 OR EQUAL HANDICAP TOILET MOUNT CONTROLS ON OPEN ACCESSIBLE SIDE. NOTE: ILLUSTRATIVE ELEVATIONS ARE FOR REFERENCE TO DIMENSION LOCATION FOR TOILET ROOM FIXTURES AND ACCESSORIES. REFER TO ARCHITECTURAL PLAN FOR ACTUAL CONFIGURATION OF TOILET ROOM FIXTURES. FINISH REST ROOM WITH MATERIALS ACCEPTABLE TO THE LOCAL CODE AUTHORITIES HAVING JURISDICTION. (09310 CERAMIC TILE FLOORING AND WAINSCOT NOTES: PROVIDE BLOCKING IN WALLS FOR GRAB BARS, MIRRORS, DISPENSERS, ETC. GRAB BARS MAY BE PLACED 33 "- 36 "AFF WHEN FLUSH TANK WATER CLOSET IS USED. FURNISH ALL INCIDENTAL ANCILLARY TRIM PIECES, ETC. FOR A COMPLETE INSTALLATION THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: (1115B.8.3) A. BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. (11158.8.3.1) B. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR AND IT'S MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS (1115B.8.3.2.) C. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. (1115B.8.3.3) D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 -LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 -LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE.(1115B.8.3.4) E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (1115B.8.3.5) RECEIVED CITY OF TUKN /ILA OCT 2 2 2007 PERMIT CENTER m U O CO a Z C/3 a w 2 0 o Z N w ' Z L17 Z O Z = w I— HO in 2 O 7.0 d 0 ce w_ 7 4 .0 4 11] 4 as 0 a cn LLI Z Z 0 z z ICI w a ce z g a �tt 0 LLJ 1- J N w a 0 a 0 D rn C0 z C7 w Lc 03 0 J w H L]. X w H a w a Cr 2 H m CA 2 O • U O i _ w W Hw o w 0 cv) D CC CD C!3 U3 CO I— >- m Q 2 0 w 7 w w w a 4 0 0) 1- w w 2 (.0 N a 0` w J 1- 1-• LANDLORD BULKHEAD AND LIGHT COVE 3/4" BLACK METAL REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES 13'7 "AFF TOP OF STOREFRONT C PC1 1 FASCIA PANEL AT LEAS LINE, SUPPLIED BY SM, INSTALLED BY GC 10' 0" AFF TOP OF GLAZING INTERIOR ILLUMINATED SIGN PANEL AT LEASE LINE, SUPPLIED BY SM, INSTALLED BY GC, SEE SIGN SHOP DRAWINGS INTERIOR ILLUMINATED NUMBER WALL AT LEASE LINE, SUPPLIED BY SM INSTALLED BY GC. SEE SIGN SHOP DRAWINGS NEUTRAL PIER BACK 12" FROM LEASE LINE 3/4 "x 3/4° CLEAR ALUM REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES 1 PC1 BACK 4" FROM LEASE LINE 1/2" TEMPERED GLASS 0'6" AFF N GLAZING SILL „ACM" AFF FINISH FLOOR SCALE: 1/2" = 1'- 0" GLAZING SYSTEM SET STOREFRONT PLAN SCALE: 1/2" - 1'- 0" v5Io 0 riles 0 LO STOREFRONT ELEVATION NOTE: SIGNAGE SHOP DRAWINGS MUST BE SUBMITTED TO LANDLORD FOR REVIEW PRIOR TO FABRICATION. 8 " 2' PC1 FASCIA PANEL AT LEASE LINE SUPPLIED BY SM INSTALLED BY GC NEUTRAL PIER, 12" BACK FROM LEASE LINE 3/4 "x 3/4" CLEAR ALLUM REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES PC1 GLAZING SYSTEM SET BACK 4" FROM LEASE LINE 1 PC1 SLIDING GLASS DOORS 1/2" TEMPERED GLASS ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. 3/4 "x 3/4" CLEAR ANODIZED ALUMINUM REVEALS SHOULD BE INSTALLED BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANTS STOREFRONT DESIGN. TENANT SHALL FINISH ANY SIDE OF THE DEMISING WALL PIERS THAT FACES THE STORE INTERIOR AT THE TENANT'S EXPENSE. SINCE THERE IS A SLIGHT RADIUS WHERE THE LEASE LINE AT BUMP OUT IS ON BOTH SIDES, TENANTS STOREFRONT IS A STRAIGHT LINE BETWEEN THESE TWO POINTS. 0 1 60 NOTE: SINCE THE LEASE LINE HAS A SLIGHT RADIUS AT THE STOREFRONT, THE LEASE LINE WILL BE A STRAIGHT LINE BETWEEN THE TWO BUMP OUT POINTS ON BOTH SIDES OF TENANT'S STOREFRONT. CENTER LINE OF SPACE BETWEEN DEMISING WALLS PROJECTION SCREEN HANGER ABOVE, FURNISHED BY SELECT COMFORT, INSTALLED BY GC LANDLORD NOTES NEUTRAL PIER 2 ' -3" -- SCALE 1" = 1' -0" NEUTRAL PIER SCALE 1" = 1' -0" J 0 c D ' W LO 0 Z O UwT— 0 5O LU J = 0 w OD a U) U) C/] cc co 1-- a W Z W Q D 2 O co H } m 0 w cc z w 2 rn 0 W 2 w 1- 0 0 I" w w 2 0 n 0 w w a 2 2 D N >< W W 0 00 1-- I-- zz LL LL CC CC X00 p u)(n SOFFIT ABOVE 5/8" TYPE 'X' GYP BD ON 3 5/8" MTL STUDS 16" OC 5/8" TYPE 'X' GYP BD ON 2 1/2" MTL STUDS 16" OC 1/2" TEMPERED GLASS GLAZING SYSTEM FRT BLOCKING AS REQUIRED PANEL BY SM, INSTALLED BY GC 3/4 "x3 /4" CLEAR ALUM REVEAL 5/8" TYPE 'X' GYP BD ON 3 5/8" MTL STUDS 16" OC PANEL BY SM, INSTALLED BY GC FRT BLOCKING AS REQUIRED GLAZING SILL BELOW SIGN MANUFACTURER SUPPLIED NUMBER PANEL WITH BACKLIT CUTOUTS, SEE DETAIL C3/A7,2 RECEIVED CITY OF TIJKWILA UGI 2 2 MU -.I irr,IT 1/4„ig_Id1 } CQ 1- n. W 0 z 0 0 w z 0 0 1— J rn W 1— a U 0 0 0 re W 7 4 4 ID N z w a O z w W N W Z CC J LO • Z X02 O • W I— I- 0 w �o CD co a_ Io 0 0) 10 co r co CD W z Q 0 z W X CC W 27 AUGUST 2007 WASHINGTON PER LL, ARCHITECT PRELIMINARY LL REVIEW 0704.319 DOCUMENT DATE PHONE 952-944-7576 FINAL LL REVIEW PROJECT NO. ALL RIGHTS RESERYES CHECKED BY ISSUED FOR DRAWN BY — 12' -0" r I _ — • . seep n n by SELECCT , COMFORT 0 r . I I ! / i ` . �' -01 1 n l / / % , __ II 1 ti LANDLORD BULKHEAD AND LIGHT COVE 3/4" BLACK METAL REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES 13'7 "AFF TOP OF STOREFRONT C PC1 1 FASCIA PANEL AT LEAS LINE, SUPPLIED BY SM, INSTALLED BY GC 10' 0" AFF TOP OF GLAZING INTERIOR ILLUMINATED SIGN PANEL AT LEASE LINE, SUPPLIED BY SM, INSTALLED BY GC, SEE SIGN SHOP DRAWINGS INTERIOR ILLUMINATED NUMBER WALL AT LEASE LINE, SUPPLIED BY SM INSTALLED BY GC. SEE SIGN SHOP DRAWINGS NEUTRAL PIER BACK 12" FROM LEASE LINE 3/4 "x 3/4° CLEAR ALUM REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES 1 PC1 BACK 4" FROM LEASE LINE 1/2" TEMPERED GLASS 0'6" AFF N GLAZING SILL „ACM" AFF FINISH FLOOR SCALE: 1/2" = 1'- 0" GLAZING SYSTEM SET STOREFRONT PLAN SCALE: 1/2" - 1'- 0" v5Io 0 riles 0 LO STOREFRONT ELEVATION NOTE: SIGNAGE SHOP DRAWINGS MUST BE SUBMITTED TO LANDLORD FOR REVIEW PRIOR TO FABRICATION. 8 " 2' PC1 FASCIA PANEL AT LEASE LINE SUPPLIED BY SM INSTALLED BY GC NEUTRAL PIER, 12" BACK FROM LEASE LINE 3/4 "x 3/4" CLEAR ALLUM REVEAL TO SEPARATE TENANT AND LANDLORD FINISHES PC1 GLAZING SYSTEM SET BACK 4" FROM LEASE LINE 1 PC1 SLIDING GLASS DOORS 1/2" TEMPERED GLASS ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. 3/4 "x 3/4" CLEAR ANODIZED ALUMINUM REVEALS SHOULD BE INSTALLED BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANTS STOREFRONT DESIGN. TENANT SHALL FINISH ANY SIDE OF THE DEMISING WALL PIERS THAT FACES THE STORE INTERIOR AT THE TENANT'S EXPENSE. SINCE THERE IS A SLIGHT RADIUS WHERE THE LEASE LINE AT BUMP OUT IS ON BOTH SIDES, TENANTS STOREFRONT IS A STRAIGHT LINE BETWEEN THESE TWO POINTS. 0 1 60 NOTE: SINCE THE LEASE LINE HAS A SLIGHT RADIUS AT THE STOREFRONT, THE LEASE LINE WILL BE A STRAIGHT LINE BETWEEN THE TWO BUMP OUT POINTS ON BOTH SIDES OF TENANT'S STOREFRONT. CENTER LINE OF SPACE BETWEEN DEMISING WALLS PROJECTION SCREEN HANGER ABOVE, FURNISHED BY SELECT COMFORT, INSTALLED BY GC LANDLORD NOTES NEUTRAL PIER 2 ' -3" -- SCALE 1" = 1' -0" NEUTRAL PIER SCALE 1" = 1' -0" J 0 c D ' W LO 0 Z O UwT— 0 5O LU J = 0 w OD a U) U) C/] cc co 1-- a W Z W Q D 2 O co H } m 0 w cc z w 2 rn 0 W 2 w 1- 0 0 I" w w 2 0 n 0 w w a 2 2 D N >< W W 0 00 1-- I-- zz LL LL CC CC X00 p u)(n SOFFIT ABOVE 5/8" TYPE 'X' GYP BD ON 3 5/8" MTL STUDS 16" OC 5/8" TYPE 'X' GYP BD ON 2 1/2" MTL STUDS 16" OC 1/2" TEMPERED GLASS GLAZING SYSTEM FRT BLOCKING AS REQUIRED PANEL BY SM, INSTALLED BY GC 3/4 "x3 /4" CLEAR ALUM REVEAL 5/8" TYPE 'X' GYP BD ON 3 5/8" MTL STUDS 16" OC PANEL BY SM, INSTALLED BY GC FRT BLOCKING AS REQUIRED GLAZING SILL BELOW SIGN MANUFACTURER SUPPLIED NUMBER PANEL WITH BACKLIT CUTOUTS, SEE DETAIL C3/A7,2 RECEIVED CITY OF TIJKWILA UGI 2 2 MU -.I irr,IT 1/4„ig_Id1 } CQ 1- n. W 0 z 0 0 w z 0 0 1— J rn W 1— a U 0 0 0 re W 7 4 4 ID N z w a O z w W N W Z CC J LO • Z X02 O • W I— I- 0 w �o CD co a_ Io 0 0) 10 co r co CD W z Q 0 z W X CC W 27 AUGUST 2007 WASHINGTON PER LL, ARCHITECT PRELIMINARY LL REVIEW 0704.319 DOCUMENT DATE PHONE 952-944-7576 FINAL LL REVIEW PROJECT NO. ALL RIGHTS RESERYES CHECKED BY ISSUED FOR DRAWN BY 3/4 "x3/4" CLEAR METAL REVEAL ENTRANCE SECTION DETAIL SCALE: 1 " = 1'- on ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. LANDLORD NOTE: A 3/4 "x3/4" CLEAR ANODIZED ALUMINUM REVEALS SHOULD BE INSTALL BETWEEN LANDLORD'S NEUTRAL PIER AND VERTICAL BULKHEAD SOFFITS AND TENANT'S STOREFRONT DESIGN. LL BULKHEAD VERIFY LOCATION IN FIELD 0'0" AFF. VIF 5/8" TYPE 'X' GYP BD TIGHT TO DECK ABOVE B / .. ..T o gh 13'7 "" AFF T/0 STOREFRONT 1 PC1 12'0" AFF w, GYP BD CEILING c h 10'O" AFF B/O ENTRY SOFFIT GYP BD CEILING 9'0" AFF B/O CURVED SOFFIT PROJECTOR NUMBER PANEL WALL BY SM, SEE SHOP DRAWINGS INSTALLATION BY GC. SLIDING GLASS DOORS, W/ 1/2" TEMPERED GLASS PL4 pk6" AFF GLAZING BASE STOREFRONT SECTION SCALE: 1/2" = 1'- 0" 5/8" TYPE 'X' GYP BD TIGHT TO DECK ABOVE 0 FRT BLOCKING 1 PT2 1 • EX LANDLORD BULKHEAD AND LIGHT COVE, PATCH AND REPAIR AS NECESSARY 13' 7" AFF STOREFRONT 12'0° AFF GYP BD CEILING STOREFRONT FASCIA PANELS BY SIGN MFR., INSTALLED BY GC 2" MTL STUD FRAMING 16" O.C. BEHIND SIGN 10'0" AFF ENTRY SOFFIT GLAZING SYSTEM 1/2" TEMPERED GLASS LEASE LINE 5/8" TYPE 'X' GYP BD ON 3 -5/8" MTL STUD FRAMING 16" O.C. WB1 • 0'0" AFF, VIF 8/0 STRUCTURE 1` 13' 7" AFF T/0 STOREFRONT 12'0" AFF 'GYP BD CEILING 0 1 14 10'0" AFF GYP BD CEILING B/0 ENTRY SOFFIT t 9'0" AFF B/O CURVED SOFFIT 5/8" TYPE 'X' GYP BD ON 3 -5/8" MTL STUD FRAMING 16" OC 00'0" AFF SCALE: 1/2" = 1'- 0" SCALE: 1" = 1' SIM 0 5/8" TYPE 'X' GYP BD TIGHT TO DECK ABOVE ANIL D II PC1 PT1 PT2 PT2 PL4 WB1 1i11��lIR -- Mir PC1 IrW 1 PT2 STOREFRONT SECTION 5/8" TYPE 'X' GYP BD TIGHT TO DECK ABOVE EX LANDLORD BULKHEAD AND LIGHT COVE, PATCH AND REPAIR AS NECE SARY 13' 7" AFF 'STOREFRONT FRT BLOCKING STOREFRONT SIGN BY SIGN MFR., INSTALLED BY GC .12'0 "AFF GYP BD CEILING 3 -5/8" MTL STUD FRAMING 16" O.C. BEHIND SIGN ,$.21..g. ENTRY SOFFIT GLAZING SYSTEM 5/8" TYPE 'X' GY BD ON 3 -5/8" MTL STUD FRAMING 16" O.C. PROJECTOR NUMBER WALL BEYOND LEASE LINE PT2 STORFRONT SECTION DETAIL r + + + + ��v CZAWFA (r1"510 LL BULKHEAD VERIFY LOCATION IN FIELD GLASS PT2 �1 2" D TEMPER / E LEASE LINE PEHnn w Q 2 w N 0 0 c rn 1- w w 2 (1) 1444*. n v 0 2 2 cn Z C 0J H• UI— LULU cn© I- H ZZ 00 CCCC LULU CCCC X00 i CaCa RECEIVED CITY OF TLIKN /ILLA OCT 2 2 2007 IT CENTER H J Cn w 1- a 0 0 0) U) 0 ce n 0 0 4 4 I0 u� 0 w z z z w a 0 Z w ❑ w w z 0 � N W Q J � 2 Z w cc D I— 0 LO 0 > - > - - J Q cc co Q cc Q cc 2 1— co O pC Z 0) 21-0 O ZOI Ca V < J_ 3 0 . w U1 ww — o w O D cv D a U) U] U) m 0 w w Cr) 0 0 SECTION AT DISPLAY WINDOW SCALE 3" = 1' -0" PLAN DETAIL AT NUMBER WALL AND GLAZING SCALE 3" — 1' -0" SECTION AT NUMBER WALL SCALE 3" = 1' -0" 13' 7° AFF T/O STOREFRONT 10'0° AFF B/O ENTRY SOFFIT S T/0 GLAZING SILL O'B' AFF FINISH FLOOR O'0° AFF SIGN MANUFACTURER SUPPLIED FASCIA PANELS INSTALLED BY GC 1- 1/2X2 -1/2 MTL STUD FRAMING AT 16 °0C FOR FASCIA PANEL SUPPORT GLAZING HEAD 1/2' TEMPERED GLASS GLAZING SILL AND ANCHOR MATCH MALL FINISH LEASE LINE TO STOREFRONT GLAZING BASE SLIDING GLASS DOORS LEASE LINE 1/2° TEMPERED GLASS ANCHORS MT PC, GLAZING SYSTEM LEASE LINE SIGN MANUFACTURER SUPPLIED NUMBER PANEL WITH BACKLIT CUTOUTS GLAZING SILL BELOW PANEL BY SM, INSTALLED BY GC EUTRAL PIER ot\13'7" AFF TOP OF STOREFRONT T/O GLAZING SILL 0'6° AFF FINISH FLOOR O'0" AFF PLAN DETAIL THROUGH FASCIA SIGN MANUFACTURER SUPPLIE[ NUMBER PANEL WITH BACKLIT CUTOUTS (REAR ACCESS PANELS) SEE SIGN SHOP DRAWINGS. ANCHOR NUMBER PANEL TO GLAZING BASE LAZING SILL AND ANCHOR MATCH MALL FINISH LEASE LINE TO STOREFRONT GLAZING BASE NEUTRAL PIER PANEL BY SM, INSTALLED BY GC PC1 FACIA PANEL r VHB TAPE 2- 1/2X2 -1/2 MTL STUD FRAMING BEHIND FASCIA PANELS VHB TAPE LED LIGHT BOX FOR SIGN HINGED BACKLIT FACIA SIGN PANEL 2- 1/2X2 -1 /2 MTL STUD FRAMING 16 "OC BEHIND FASCIA AND SIGN FACIA PANEL VHB TAPE ANCHORS INTO STUD FRAMING SIGN MANUFACTURER SUPPLIED NUMBER PANEL WITH BACKLIT CUTOUTS ANCHORS INTO STUD FRAMING MT PANEL BY SM, PC1 INSTALLED BY GC SCALE 3" = 1' -0" <= SCALE: NA DETAIL REFERENCE RECEIVED CITY OF TUKWILA OCT 2 2 7007 PERMIT CENTER Cif; >- w O EC mW (4r ❑ I— 0] �_ O U z a U w X F w W z 0 Z N d' Z L e i CC • Z ▪ o2 O w I--" I 0 O w I , J O W r J CD (17 CI ❑ 4 • r' . n ' I"" 0 2 w J c. in Q ~ �H U) Q r W w W z a Z O a w E �, W J w m a J u) C.) < ci 'I o 0 > a 1 '' d P .3 N -' • O 2 a o C/3 Ch < ° © } a cc co cc a co o 2 1— rn OUT: Q W W ~ LLI � § 8 2105 v D a Cr) (n (n (0 I— w H ❑ Z O 7 w w N 0 rn 0 0 zaaaaaaa W C Q w F- Q 0 N Ln C) N 0 m C) w 1 q) N N 0 2 2 cc