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HomeMy WebLinkAboutPermit D08-321 - WESTFIELD SOUTHCENTER MALL - APPLE - TENANT IMPROVEMENTAPPLE 801 SOUTHCENTER MALL D08 -321 Parcel No.: 6364200010 Address: 801 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: APPLE Address: 801 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: STEPHEN BLACKSTONE Address: 1420 FIFTH AV , SEATTLE WA 98101 Phone: 206 623 -4621 Contractor: Name: SHAWMUT DESIGN & CONSTRUCTION Address: 560 HARRISON AV , BOSTON MA 02118 -2436 Phone: (617)622 -7000 Contractor License No: SHAWMDC015K4 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO EXISTING TENANT SPACE doc: IBC -10/06 Cityliff Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hap://wwwci.tukwila.wa.us DEVELOPMENT PERMIT Value of Construction: 1,900,000.00 Fees Collected: $17,742.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 -321 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Expiration Date: 05/28/2010 D08 -321 Printed: 08 -04 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oirTukwila 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 Number: D08 -321 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: construction or Signature: Print Name: doc: IBC -10/06 N Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating perform- ce of work. I am authorized to sign and obtain this development • ermi Date: d U This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -321 Printed: 08 -04 -2008 S City of Tukwila Parcel No.: 6364200010 Address: 801 SOUTHCENTER MALL TUKW Suite No: Tenant: APPLE 1: ** *BUILDING DEPARTMENT CONDPI'IONS * ** doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -321 Status: ISSUED Applied Date: 06/11/2008 Issue Date: 08/04/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: 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. 12: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 13: 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. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. D08 -321 Printed: 08 -04 -2008 20: ** *FIRE DEPARTMENT CONDITIONS * ** 22: Maintain fire extinguisher coverage throughout. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 15: 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. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: 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) 25: 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) 26: 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) 27: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) D08 -321 Printed: 08-04 -2008 S 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.cidukwila.wa.us 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: 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) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: 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) 34: 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) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: 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) 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: 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) 39: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 42: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 43: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 D08 -321 Printed: 08 -04 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 46: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** D08 -321 Printed: 08-04 -2008 City of Tukwila doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Aim — Date: Print Name: r'' ✓`-' Veil' D08 -321 Printed: 08-04 -2008 Site Address: Tenant Name: Name: Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us so AppY RAW M Vf' S I AN I GO ni S bQ N A art PNErvvE Contact Person: M A1 Nte 'V An -1'i E -Mail Address: M AVE. ( ✓r tem Fax Number: ( 1A4SON 14 p I F11-1 AN vE Contact Person: f A/e N I U. E -Mail Address: MI- I.1 lilr l"i er/kI'L4 SOM. (i71M Contact Person: ti i'I/0 (JNSI7t .-Fq2 Q:\Applications\Forms- Applications On Line\3.2006 - Permit Application.doc Revised: 9 -2006 bh City '01/ 11 331,iPCOY- .51"',N E Day Telephone: peprvicliA.YL U t) P -P - t GNv ►nr6 I lA,U Building Permit No. Mechanical Permit N Plumbing/Gas Permit No Public Wors'Per zit No. Project No. Po Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 7-102 -3 `1b32. — e-dt) 7N l King Co Assessor's Tax No.: (o *b',ZO — 4010 — PcpflrruS)ei.) Suite Number: gEkier Floor: ( �Lril?2 New Tenant: ❑ Yes . No Property Owners Name: (,QC TF1 elxj CD-a-Poi'A'f1D'N I N4&, Mailing Address: I 1 k21 IAII 1.i5ll+ I f?•a F3'Ii417, I Imo`' pug.. ►--0S ANA ELI✓S Ge, City State 6 1 , P0 - 5 Zip CONTACT PERSON who do we contac hen your permit is ready to be issued Mailing Address: 1+2-17 P11-4 �(1JI=,(�LI.Fi 4 6 1 The Lev A 410.1 DI ,2�-3 City E -Mail Address: SpNiA.Ot�STl'INE e GA S D N • CM Fax Number: ( • V-Pb. 6'7-3 41.62 -S State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))' MA bat ! State Zip Day Telephone: 1 . b • . (vZZ . DD D l b17. 62 -.7o1? 1 Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be we stamped by Architect of Record Go :M.6 ltgi 9e. IoI -2313 City State Zip Day Telephone: (• 2- b23 • 469 h Fax Number: I • . to 2-3. 14,2-6' ENGINEER OF RECORD All plans stamped by Engineer of Record Company Name: Mailing Address: 11-S& G, . '2-7 ' P ("PrGE I?j YVE Wq q 33,90S City State � Zipp Day Telephone: I • 9".S. 619 °q ` E -Mail Address: 1 P1 N (/ A 1 1 . (A , M Fax Number: . ( I c7q Page 1 of 6 BUILDING PERMIT INFORM/ ION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 100 000 Scope of Work (please provide detailed information): A - trNit.N7 I wI PP-vvEM.Ewr - 1v Etc i ST1 W S - E PJkNT S kC e Will there be new rack storage? Yes Provide All Building Areas in Square Footage Belo `".F 3rd oor Floors thru , Basement.;; Accessory S Attached 0 Detached Garage C Attach Detached Ca Covered Deck Uncovered Deck GSA SP' Interior Remodel 5551 SF Addition to Existing Structure N d Type of traction pej. IBC Type of ccupancy per IBC Mageodmie PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 10 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes g No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Highline ❑ ...ValVue ❑ .. Renton El ... Sewer Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) El ...Bond ❑ .. Insurance ❑ .. Easement(s) 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. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) imwr A PPM G - W.E ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ ...Sanitary Side Sewer El .. Abandon Septic Tank ❑ .. Grease Interceptor El ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut El .. Trench Excavation El ...Traffic Control ❑ .. Looped Fire Line El .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size El ...Sewer Main Extension Public ❑ ...Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ...Water El ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh WO # WO # WO # ❑...Deduct Water Meter Size Private Private Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 4/ 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 2 Thermostat �O 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System I Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System 3 Incinerator - Domestic Other Mechanical Equipment / e bv-r4/'6 < vE Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFOi MATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 1V / 17P. 4 l? C' Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ I p 0 07 D Scope of Work (please provide detailed information): A -ri;t\A -k1' a -try v.ENT Tb "NC1CT1N —,- j - Sept -6 Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement ....� Fuel Type: Electric i, Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture,Type: Qty Fixture Type::. Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) 2 Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain V Sinks 6. Mtr) '- Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain _ Lavatory Z Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent r Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment / Repair or alteration of drainage or vent piping 1 Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING. ERMIT INFORMATION 206 -431- 670 #. -.e?=r :i' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 1 r3E DFicif PEP Mailing Address: City State Zip Contact Person: _ Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ �D 0 00 Valuation of Gas Piping work (contractor's bid price): $ N/A Scope of Work (please provide detailed information): A -wrvArrr (M. PR-ev F.M ENT 'R, E 1 sT/ N 0t - javAN'T S Pk . Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): ti iy�Act.ln l /I M Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Lined -2006 - Permit Apphcatton.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR Signature: Print Name: MA °. 1. Mailing Address: 4,33 So .z tee._i -! /fel /mss ` .3 Date Application Accepted: Date Application Expires: Staff Initials: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9.2006 bh Day Telephone: Th /lo.i 4At. City Date: of I tt (54 4> ^c`f'b - �` S7 � W it 5 et el State Zip Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -321 Address: 801 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/11/2008 Applicant: APPLE Issue Date: Receipt No.: R08 -02827 Payment Amount: $10,754.50 Initials: WER Payment Date: 08/04/2008 10:26 AM User ID: 1655 Balance: $0.00 Payee: SHAWMUT DESIGN & CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3252 10,754.50 ACCOUNT ITEM LIST: Description don: Recj int-M BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/386.904 RECEIPT 10,750.00 4.50 Total: $10,754.50 5623 08/04 0710 TOTAL 10754.50 Printprt: f1R -f14 -2008 RECEIPT NO: R08 -02065 Initials: JEM User ID: 1165 Payee: CALLISON City of Tukwila SET TRANSACTIONS: Set Member Amount Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET ID: S000001052 SET NAME: Tmp set/Initialized Activities 00:8.:.:3 6,987.50 EL08 -744 465.50 M08 -166 240.25 PG08 -173 50.00 TOTAL: 7,743.25 Payment Check 213176 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 06/11/2008 Total Payment: 7,743.25 TRANSACTION LIST: Type Method Description Amount 7,743.25 7,743.25 Account Code Current Pmts 000.345.832.00.0 465.50 000/345.830 7,277.75 TOTAL: 7,743.25 3537 06/11 971.1 TOTAL 774325 Projecth Type of Inspection: \ Addr i o 1 YYv Ail Date Called: Special Instructions: Date Wanted: f L � � c rw, �p- rr( Requester: Phone No: 9z6 KNALIMA INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION -- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 I .Approved per applicable codes. Corrections required prior to approval. COMMENTS: P'r, ■ ( & \ 4 e (j i Cast ° z\PAFJ 1 ,AePP spec 'Date: 11 1 1 D e' !60.0Q REINSPECTION FEE R QUIRED. Pf ior to inspection, fee must be aid a 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. Recei t I o.: 'Date: 4 4 COMMENTS: ' �' /� — b ..5),sg Aie(0 C� a '' �U, /-�VA r 6' r F,a it bti4 — , q,j i /tip p. _ (g.i G in) G - A#nftiv Z-c / 1 j. 16c1 g / -- 41p /o✓e et 5 A/UT(; - .Sp/4 Ir —% %i" Vol I /. / e-ri - 1747 &/It', A %, CAI :TV • .ter f ly,' / : .F ':,: -, ;.: ,�•• fi9� 6 71/14.4 4' V ' A .� j v.,r3,.iv 6 F� i'TP g;) a 6/7- 7 - Q 59 7 Projec : ` �� i. � Type of Inspeg / Address:: y/A /( / Date Called: p ecial Instructions: Date Wanted / / /,3 /°L �' Requeste Ai Phone No: 6/7- 7 - Q 59 7 INSPECTION RECORD Retain a copy with permit 1)4 - ?? / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter RIvd., #100, Tukwila, WA 98188 (206)431 -360 LI Approved per applicable codes. Inspecto eceipt No.: Date: 'Date: El Corrections required prior to approval' R EINSPECTION FEE REQ RED • rior to in- pection, fee must be at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. 3COMMENTS: Type of Inspection: ff 5�.s P� - rat ( e. ° I P , n. I /i >� , .,, , t)) i ti — ui e J e 0 _, .; 1 Un iANJ U ( (--t Cc. ,n( Ob 0 e A e t-f ri. ) A s ) (me-4 a.m p.m. Requester: ( e r- :(, 0�r C ." c •,..-. - s. ,,f--, 1 r w ft A Project: l � Lei Type of Inspection: ff 5�.s P� - rat ( e. ° I Address. WO! SC A4 A Date Called. / Special Instructions: Date Wanted: — /i � _ 0 a.m p.m. Requester: Phone No: �v INSPECTION RECORD 4040 _3 Z( Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 orrections required prior to approval. Inspecto IDate: i ( ` t) ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 1Date: -alies wrmy.afteAbie0Np _ _ .M?Sait"iligaM 31.e2 COMMENTS: 9 9' I ' J f( fQspef' -Q ee l 0... 3. . T�- 4-0 j1, -e G , Rvc - ,f . ki eitrA c f, �. - L 1, d /lS l t S STe I-1 S 9( r f r �-: 1C / 9l - i`^'' iT 1.A (`C.-AT r St-`S A A : U - -1 L J- 02 * u , `c.S 1A . T) (Oct k 0 2 ( f , . . . i s - o - z . J s c_rr 1,i -e .' 2 5: ,'i p P4. A : I -J r 4 4Jf .,-.r tyrrPJ ,,, I ,,,,4 / or & e_.. cf ,p l�� - /l4 I I l t!c9 6 r r .. // X�149--- lv `ej c A Project: '4'Q (e Type of Inspection: , + f JJ s - ,° c_ e, r .' Address: O t ' r C ` ` / Date Called. Special Instructions: Date Wanted:' O - z q - J j / `a.ny p p.m. Requester: Phone No: # 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. 0 4' Zi El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Insp F oC Date: 0 -zS - :d Receipt No.: 'Date: a� ■ 'Yns�__A. �...q..�_ L..aa� YlC.rSNhwElvif.+h� Y!�r. _Anfhig J k` J. COMMENTS: i pA r7 14 4 AY D t d .1 A 6 - 1 I (t / 1 k° A e D!6v A- 3 St% �1 3 A i' 4 (CA) ffry_pi . 11). . ,v tr.o _Sp P c__* .44 , .x1, e c r a A s 1)\ • 1 d S r:)44e`it.(/ CA) Srb/-c Ti p - A - {J 3 � f\` ;4-.3 ZS /3 a (If r pi •-.) . 1-‘) (--4 iL ' 1 ; a t-5 It '� i on o (A , e . . , It Project: ft' Type of Inspection: , Fra__Lk .A 1 Address: ( t I s - ‘ 14 Date Called: Special Instructions: Date Wanted: 0 -1 7 -d ' 67'n. p.m. Requester: Phone No: 0 6 705 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 4L L O ' . PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Inspector 1 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: Probe t: °,2 Type of Inspection: _-(/ 3 Address: ACJ/ ,4 /f Date Called: Special Instructions: tti . Date Wanted: 7 a.m.' Requester: Phone No: /-7 - °6S -3 70 a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DD PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: ( Y i 1; )64(F/ iboo) - AR g Atiel 1 ri 60.0 REINSPECTION FE REQUIRED. Pf for to inspection, fee must be • . id : t 6300 Southcenter Bl d., Suite 10 Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: v -?- .. W• Add s° 1 5-C S -U3 e .N ( Special Instructions: 1 f, UMIS S t 13� �n gc 1 -- -kt ' f 11zr C (-Di I C.- ;'`s i)e -. & - 6 r "n1( e Project* h ^ / T ` Type of Inspection: v -?- .. W• Add s° 1 5-C Date Called: Special Instructions: Date Wanted: ' `7 , v� 0 p.m. Requester: Phone r7 - ' T - 39 O S 41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. 00y-32.1 Corrections required prior to approval. Inspect dr: ( Date: 01 ICV §( n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: f /I -r=l Arl pr aJA . Addrresi: `` Date Called: - Spedal Instructions: D ate Wanted: 1 A--G. A-/ s 1 2_4 14 L e 7 r '! ,- p - a{ 511 t' d JT f a A•t. . Projec : Type of I pection:. i . - A. h 'i 4 -2 Addrresi: `` Date Called: - Spedal Instructions: D ate Wanted: 1 � / ( �a.tn. '� J p.m. Requester: Phone No: /f -3 a 5 0 4 - 32_1 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 D Approved per applicable codes. Corrections required prior to approval. Inspect Date: q _ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '7 •C COMMENTS: p A f' A a /UJ✓� d �) ()& , S `V t- 1-I A A.2 ae (A- k.s • , ‘) Ail s ;mss e e. 1 rlv ..0 1 ( L `ril 51 c .7t •mil C — L o A A e (1 ID i 0Q1 0 art(S tosilk J1: Siv,,r _ c.. 1• a f A - A. , e&r r iv k ii- J P Se p ie.- r 1 .-e - -J e AA . J ‘ Si, A (� ) r p I s`i 4 Lie. d (_as.t.. , t,.) 6 4. / I : Clr sI^Al( ! sLj 2 r (_,., " U.I (.) ( L J a-e( f k r k ei f Ai Ps.S S : (,'- !e .• ,L, c.. Phone No: E Project: t Type of Inspection: (4 Ag fLi - A7 .' Address: f Date Called: Special Instructions: Date Wanted G O `(� ........-1. p.m. Requester: Phone No: E 6 f -27 D' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1r CITY OF TUKWILA BUILDING DIVISION HZ J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. Inspec Date: 4 d y U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: AroPLg- TypInspection: Address: Vp/ .Se otet. . Suite #: _ Con Mt Perso 6 (- 4 'I..- - Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: ' • Fire Alarm: y Hood & D uct: * Monitor: AI W 4tAiiiii mold iv& Pre -Fire: O /4/I l it Permits: Occupancy Type: iv/ wroi 4'a INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT -32/ COMMENTS: Corrections required prior to approval. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Inspector: � 517 Date: ti 5/a„ . / Hrs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: A - PALE • ,. , ' Type of Inspection: FA J47e#i- Address: 81» Sc in �-c. v Suite #: -cConta Person: Special Instructions: Phone No.: Needs Shift Inspection:, ,. - - • ` Sprinklers: Fire Alarm: a j Hood & Duct: Monitor: Pre -Fire: Permits: • Occupancy Type: "= '�y,N�Miati'.�: ors ..N�Srt.B :Y.= i::roilh..ic.•ri., .:Ua.�'l �YYR :.'�Yir�:r�n:i4«ts.A.4t Wi:: ;....+tt +ax'O.]�!TF. .. sL=C " +�:Sf.']tr. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Approved per applicable codes. n Corrections required prior to approval. COMMENTS: I r/L c I-, /" /aiA' c. - -r W N tide Ok •e • ■:a 1 OW' f • ■• , e'+Asir . r Date: /04 • rs .. Inspector: gj h z $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: ,M Lam- t-16, L-fr Address: Sol S C A&ie4cc_ - - Suite #: Contact Pers n: LL t Ns -- ms LT - _OIC - Ava 1 F*ICn J Phone No.: i CI - 715 - 92.48'3_ Monitor: ' 140t)1LS — t([ S"ro('K NeING 1)M4t 1( onet.`I — PQ..to i im (,) BLfJ6 i cP44.) VA-t -. -- S 4 , 0-.►Ntk i42- F-11,14.1 — ra 1L-- J --- RA CAL c I N A L. `" 01Z--- Project: A p Type of Inspection: ,M Lam- t-16, L-fr Address: Sol S C A&ie4cc_ - - Suite #: Contact Pers n: LL t Ns Special Instructions: Phone No.: i CI - 715 - 92.48'3_ Needs Shift Inspection: / Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: : a�1�cM - MV- .•,+tnr.5c:i?�'�.G.w•�+� k�':F�Y: r+�vi wia.:4x .1rat: �r�:�++.� x -.W r;.: Fya wFn :.w:,cr,;s�w_- n«,•�..a .i:r'>.?:' , vw: ae .'J4:.r.X1rA• �:,�vr;�, L4 INSPECTION NUMBER ...IA per applicable codes. INSPECTION RECORD Retain a copy with permit 'bog. IL( 013-9- 151 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: Word /Inspection Record Form.Doc I Date: 10/05 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: t ee 1 '1 4 i"' S Address: Suite #: �(o o So,, �� c�� � U � Contacterson: Ry y Scli cgt I e Special Instructions: • Phone No.: `rota a.3`1 )31 L I Permits: Occupancy Type: t 11, Pl/ I1 +, o k 1 SA IRS li 6 U ,�� na (1 cf. - - • E ►�.e.- Ilyh ho ok is" ba e � r . . l cnv..c10w l * — I C(A G i Project: MCI 44 v.eSS -W 'z Pcf Of' Type of Inspection: t ee 1 '1 4 i"' S Address: Suite #: �(o o So,, �� c�� � U � Contacterson: Ry y Scli cgt I e Special Instructions: • Phone No.: `rota a.3`1 )31 L I Needs Shift Inspection: Sprinklers: Fire Alarm? Hood & Duct: Monitor: • Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Inspector: 4. Date: /0 Hrs.. . $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 bfr CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Retain a copy with permit 1/13/06 • D -3I - PERMIT NUMBERS IX1 Corrections required prior to approval. T.F.D. Form F.P. 113 i Project: �� �Pj . Type of Inspection: �'_ �-e SS l 1 S 1 ‘ t tkii Addres : Suite # ` 6O \ S. C S.C. 1 /1/111.- L Contact Person: ko Cm ii o 5 . Special'Instructions: _ Phone No.: C 75 7 - g`] Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 O corrections required prior to approval. COMMENTS: 1 A t) 1. O (-Vt. A* c/o() Inspector: Date: / We) Hrs.: 7! n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from (./` the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 r Project: A PPLt Type of Inspection: �L.A . 7"A,nr4 2 5 Address: S e AA Suite #: ` Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy :Type: i 444 Andover Park East, Tukwila, Wa. 98188 COMMENTS: WC1.. D O i Inspector: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit Do ?-3zj, oF3 -_S- . PERMIT NUMBERS CITY OF TUJKWILA FIRE DEPARTMENT 206 -575 -4407 I I Corrections required prior to approval. Date: q 1$ I o S Hrs.: $$b.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 Qom. Of Tukwila ILDIN DMSION .. ARMOUR UNSDERFER ENGINEERING, INC 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Apple Computing Inc. Southcenter Tukwila, WA Client: CALLOSON Callison 1420 Fifth Ave., Suite 2400 Seattle, WA 98101 By Brian Unsderfer SE, SECB FILE COPY CRY OP1UI(IMLA JUL 10 2008 PERMIT CENTER AUE No. 8097 Date: 7/8/08 CORRECTION W 3ZI LT # __� Apple Computing Inc. Southcenter Gravity Loading 'Stainless Steel Panels 10 PSF 'Bulkhead Load Steel Unistrut SS Panel NA NA Misc / Mech 'Tot 16 PSF 'Live Load 200 LBS Point Load 'Wall Load Steel Unistrut SS Panel NA NA Misc / Mech 'Tot 16 PSF 'Live Load 200 LBS Point Load Roofing Metal Deck Insulation Steel Ceiling Misc / Mech "Tot 15.5 PSF 'Live Load 20 PSF Live Load V (Code: IBC 0 PSF Steel Added Later 3 PSF 10 PSF 0 PSF 0 PSF 3 PSF 0 PSF 3 PSF 10 PSF 0 PSF 0 PSF 3 PSF 4 PSF 2 PSF 1.5 PSF 2.5 PSF 3 PSF 2.5 PSF MIK RR Accessible Ceiling iL 1� III =mom L NM illi II 6 , Roof Live Load Types Snow Load Live Load Rain Load 2 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Apple Computing Inc. Southcenter ddress: Tukwila, WA Client: Callison Pg. No: L1 Date: 7/8/08 Job No.: 8097 Delta DL = 0.626 IN < 0.93 IN Therefore OK Delta LL = 0.058 IN or L/ 6387 Vcap = 110400 LBS > 1720.5 LBS Therefore OK Mcap = 53130 LBS FT > 13334 LBS FT Therefore OK Apple Computing Inc. Southcenter Bulkhead Support BulkHead DL BulkHead LL Depth = Width = Surface = Bulkhead Dead = Bulkhead Live = Distribute to HSS Assume: W1 = W2 = w max = W Beam = Span = V= M= Irqd = Wt = Aw = Sx = Ix = Delta LL = 16 PSF Surface Area 200 LBS Point Load 5 FT Input on Sketch 6 FT Input on Sketch 11 FT FT / FT 176 PLF 200 LBS at CL 2 Supports 48.0 PLF 88.0 PLF 88.0 PLF 23 PLF Est. (w total = 111.0 PLF I 31 FT Input on Sketch 1720.5 LBS 13333.9 LBS FT 86 IN ^4 for (Try: HSS 12x4x1 /4 22.5 PLF is 6 IN ^2 21 IN ^3 127 IN ^4 Use: HSS 12 x 4 x 1/4 Delta DL Max = D.93 IN 0.0582393 IN U 400 => 0.93 IN 98% 23 PLF 31 FT ii Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Its 100h114 +nW H56 0•41/4 uN r / ewe IA Project: Apple Computing Inc. Southcenter ddress: Tukwila, WA Client: Callison Pg. No: Date: Job No.: TR1 7/8/08 8097 Column Reactions: Pmax = Ht. Col = 1920.5 LBS Live 8 Dead 11 FEET ITry: HSS4x4x1 /4 IPcap = 60 K > 1.9 K Therefore OK Base Plate Design: Pmax = Base PI W= L= Bearing Area= 112 INA2 or 0.7778 SF Use PL 7 IN x 16 INI 1920.5 LBS Live & Dead 7 IN 16 IN Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Apple Computing Inc. Southcenter Pg. No: TR2 ddress: Tukwila, WA Date: 7/8/08 Client: Callison Job No.: 8097 Apple Computing Inc. Southcenter Bulkhead Support 'Wall Load 16 PSF Surface Area 'Gravity Loading is carried by Unistrut system and designed by other I Lateral Load Partition: Seismic: Seis WS: Seis = 5 PSF 0.367 W 0.262 W 4.19 PSF 1w part = 5.00 PSF Partition Ht: Ht to Framing: w top = 12 FEET 18 FEET 30 PLF Trib to Brace: 5 FEET Angle: 1 to 1 V at Brace: 150 LBS T &C= 212.1 LBS Length = 8.49 FT Unistrut P1000 Try: See Sies 1 (Pcap = 1930 LBS > 212.1 LBS Therefore OK Top Connection: Try: Unistrut P2263 - 2267 w/ (4) 1/2" Bolts Pmax / Bolt: 1500 LBS To Bolt Slip No Bolts: 2 Pmax : 3000 LBS To Bolt Slip I Therefore OK 'Use: Unistrut P2263 - 2267 w/ (4)1/2" Bolts See Unistrut Cataloge OUSTING NETAL DECKING MITN CONCRETE TOPPO4- 30' rot, 6B MK 5' OPTIMAL IAtSTRUT BRACE IF LENGTU LE56 114AN q-0', USE PW00 Or{4ERMISE USE PI001 (Kt PAX) TRUT P2233-P7247 ANGLE Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 UNISTRUT PM000 1(4) 1/2" Diam. Bolts IA Project: Apple Computing Inc. Southcenter ddress: Tukwila, WA r.IiAnt r.mIhicnn Pg. No: Wall1 Date: 7/8/08 Inh Nn RnQ7 IBC Seismic See Seismic Output Ss= S1= 1. 473 0.51 le = R= Site Class = D Seismic Use Group I Design Category D 1.0 3.5 hn = Ct = Standard - Occupancy Buildings 33 FEET 0.02 Fa = F■ = Sms = Sm1 = Sds= Sd1= See procedure IBC 1617.4 ICs = 0.2811 T= ICs max = 0.5291 Cs min = Cs min = Not Applicable Cat. E & F (Cs min = 0.0431 ICs = 0.281 W 'Partitions Fp = Fp max = Fp min = 1.00 1.50 1.473 0.765 0.982 0.510 0.275 Seconds 0.043 See procedure ASCE 9.6.1.3 Non Building Systems Ap = 1 z = 12 FEET Rp = 2.5 h = 18 FEET Ip = 1 0.37 Wp 1.57 Wp 0.29 Wp IFp = 0.367 W Cat. A - D Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Computing Inc. Southcenter Pg. No: Seis 1 Address: Tukwila, WA Date: 7/8/08 Clint e• Callisnn .Inh Nn • 11(197 Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss, Site Class B) 1.0 0.507 (51, Site Class B) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss, Site Class B) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Computing Inc. Southcenter Address: Tukwila, WA Pg. No: Date: Seis 2 7/8/08 Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTTr 1,2,3 TRANS WSC102A4 - G 121000 4000 ECONO 10.1 EER 10.7 ROOF RECEIVEE C OF TUKWILA UN 1 1 'L U8 Sill II Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM SP HP /BHP Flow Contra Location of Service ,2 RTU- 1 1,2,3 TRANS WSC102A4 -G 4000 0.60 2.00 CV ROOF 65800 3.300 RECEIVEE C OF TUKWILA UN 1 1 'L U8 Sill II Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' RTQ 1,2,3 TRANS WSC102A4 - G 65800 4000 ECONO 65800 65800 3.300 Project Info Project Address Apple, Inc, Date 6/5/2008 ' g o ( 44143. Southcenter Raskarali I l For : 'i i e _ • i • oF� ®6 r 40 �, Tukwila, WA 98188 -2888 Applicant Name: Applicant Address: Applicant Phone: J1J , Jut 4 • - 1 / ail Project Description Briefly describe mechanical system type and features. .'4 Includes Plans FILE COPY xh ., s atl �otp, f 7- D 4 '�' - Section 1416 Drawing conta note q uiremg cc mpllance with commissioning requirements 4"04edhanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washin ton State Nonresidential Energ Code Com•liance Form Revised July 2007 Compliance Option • Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 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? 'i Air cooled? ,'i Packaged sys? • <20,000 Btuh? Economizer included? • '' If Heating Only: ■ < <5000 cfm? • o <70 % outside air? 2006 Washin ton State Nonresidential Ener Code Com.liance 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. ( START ) otal Ca.. wo economize <24Q000 Btuh r 10 %? Heating Only ( Reference Section 1421 Heating/Cooling or Cooling Only Yes Reference Sedion 1423 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist i 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Project Address Apple, Inc. 'Date 6/5/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M1. yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M1.0 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 M2.0 yes 1412.2 Deadband control Indicate 5 degree deadband minimum SPECS n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types SPECS yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage SPECS n.a. 1412.4.2 Optimum Start Indicate optimum start controls yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule SPECS n.a. 1412.6 Combustion htg. Indicate modulating or staged control yea 1412.7 Balancing Indicate balancing features on plans SPECS 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans SPECS yes 1423 Economizers Equipment schedule M1.0 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule Ml . 0 n. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling SPECS 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 SPECS yes 1414.2 Duct insulation Indicate R -value of insulation on duct SPECS yes 1415.1 Piping insulation Indicate R -value of insulation on piping SPECS 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan SPECS yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing SPECS yes 1416.2.4 Commissioning IndicateO&M manuals, record drawings, staff training SPECS yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report SPECS yes 1434 Separate air sys. Indicate separate systems on plans SPECS yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n. a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: Project Info Project Address 4 5014TH e 1L M M-- Date ot __ . $b l evalt.1l�tN'(F> PAS h II For : E. C ur , t ` I� COMPLIANCE APPROVED JUL 21 2008 44- 54 - b - 1 UlA 181 Applicant Name: AP PLC Applicant Address: Applicant Phone: Project Description ❑ New Building • Addition vo Alteration 46 SO 2 U plar 1�� 1 '7,; Tukwila nig trti Refer to WSEC Section 1513 for controls and commissi Compliance Option /62 3888 O 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) J1 IR to e • No changes are being made to the lighting t- ( - 1 - o rr TV STIZIPG/41.0" . & space use not changed. 3`f • Less than 60% of the fixtures new, installed wattage not Increased, Location (floor /room no.) Occupancy Description Allol �� Watts r " Area in ft Allowed x Area 44- 54 - b it r- ue So 9 o S M . E S t e , LBs - at.S7brA. t', J LA h *i1 46 SO 2 91/.ES 1�5 - 4' t,th -rtom - 3 1 Jfb tRwt 21 /62 3888 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 8 38 S Location (floor /room no.) - Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed b>ZE l.olVt Vi3 - zA.15- V)1 DDwNl f G His N4 tolAna S I3 So 9 o S M . E S t e , LBs - at.S7brA. t', J LA h *i1 46 SO 2 91/.ES 1�5 - 4' t,th -rtom - 3 1 Jfb tRwt 21 /62 3888 i l+. t-/ -ate 04 Per anvAvefins J1 IR to e ize 4. t- ( - 1 - o rr TV STIZIPG/41.0" . 74 3`f 0/k 0 .04-1• Li/ - a X vn -6 T f 11kTh eE 0 OS 6 99 - RECEIVED OF TUKWILA CITY JUN 1 1 2008 PERM IT CENTER &co - SA6K- eF N'0x Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts f S.,:f CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 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, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA (W /sf) Use LPA (Vtllsf) 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 I heater, 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 Laundnes 1.2 Libraries' 1 .3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor buTding lobbies' (except mall concourses) 1.2 Museum =...,4.....4.... 1..,. r..c.r., 4 C A 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Q ualification 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. T A ft r •••• 4 I . _ e . I e _Ai - • Lighting Fixtures: (Section 1521) ❑ Check If 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent factures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T - T T - 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. CdTY OF TUKWILA - BUILDING DIVISION 2006 Wastngton State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) 2008 Washington State Nonresidential Energy Code Compliance Forma - t unn �rgnung rower Auo wance Revised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases In which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be Increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be Increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window Illumination installed within 2 feet of the window, provided that the display window is separated from the retail space 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. Cleaning S Soap & I Industrial D Denatured , C Dirt x x x x i il 11 .r:. -i.Tr� Grease / Tar x x X X BUIWINGD � Technical BASIC INSTALLATION PROCEDURE I. STRETCHING OF MEMBRANE IV. PENETRATIONS ANING The ceiling membrane can be cleaned using the following options: VII. REPAIR A. Definition new The harpoon (on the perimeter of the ceiling membrane) can be removed from the rail on a portion as large or as small as necessary to allow access to e p enum an d mechanicals. Using , e arpoon can then be reinserted in the rail to close the c li re. 82 PLE COPY - The custom fabricated ceiling membrane is delivered by the.manufacturer.vjtha.serpi ; rigid, pre-welded perimeter harpoon, ready to install. Using heat to render the membrane more --- ,.,.,.._,,. flexible, it is stretched into place by inserting the harpoon into the perimeter rails, startiiag with ; - opposite corners and then moving on to the sides until completion. . Penetrations are made on site to allow for lighting fixtures, sprinkler heads, HVAC registers, etc., A reinforcement PVC ring of necessary size and shape is glued_to the ceiling membrane to act as rot and protect against tearing. _ . V. ACCESSIBILITY I WED FOR E A tear in the ceiling membrane can be repaired under the following conditions: i 8 ER CORRECTION LTR# STRETCH CEILING SYSTEMS ___,P1)±41324 t• new M atm April, 2001 To whom it may concern: This letter will serve to advise you of the following fire test data with regard to Newmat Stretch Ceiling Systems: TEST ASTM E84 UPITT Toxicity ASTM D1929-96 Fisher John Method UBC 801 -2 Enclosed you will find a copy of the above test results. Furthermore, please be advised that the Newmat Stretch Ceiling System has received: • MEA Approval from the NYC Building Dept., No. 41 -96 -M • ICBO Acceptance Criteria, No. AC171 -R3 -0101 Please contact me at (631) 261 -1498 if you have any questions or require any additional information. Very truly yours, NEWMAT US TD s al Gicquel resident PG:bjm Enclosures TESTING LAB SwRI SwRI SGS U.S. Testing SGS U.S. Testing RADCO STRETCH CEILING SYSTEMS RESULTS Flame Spread: 10; Smoke Developed Index: 135 Upon burning, no more toxic than paper or red oak Self ignition: 842 Flash ignition: 770 ° F Melting point: 166oC to 189oC (331 to 372 Passed; did not become detached at 300 ° F for 25 mins. NEWMAT USA LTD. / 25 SURRYHILL PLACE, HUNTINGTON, NY 11743 TELEPHONE: (631) 261-1498 1 FACSIMILE: (631) 261 -1756 E -MAIL: NEWMAT1 @OPTONLINE.COM i te l:. Vie _ , s . _A r1n T!t > r4 , i 7 - • - —_ Ci3exemerrt •10210lil2 OL Ct se inIcin 11.•101 22) Lo Cwd de la Di,rlska '. "• COMPORtIT - 1MU Ft° • • Amin S*JNRAT • ..... _.__ 4.■••■•4 _ ..'. " Y rr ►1ERUA,L. DE CI.A caecrl e DE REACTION AU FEU OIJPL MATER1AU Mama c ntarnterl+att 8 eerie!. e8 d_ fanot9 ov rtttranire de Om n+ «. du 30 Judi 1 903 nrodrid par ren*C4 au 25 /Wet 198 t .r as nee annexe.: VALAetd s:Raid , anal leer AliatBriau presentit par : NEWMAT 27, rue du General Dame 59 482 HAUBOUROIN allargue Commercial : Compesant de : M!R• -O - DAL Acoustique Micro perforce DdeCriptlen aornmaire : Compoeltion ptobato : PanrtC3u eic Rain° de voile; de rlenetit4 35 s 50 kg /m3 conn« It) our vn ;l•. de vane Point 85g/in I e pirtnoeu pout 81re:pO;n: sun 599 rxtat Application = (dc 5 `sO) ►u m' i laesc Epaisbout = (du 20 a ISO) non Colotia testa : !Pup Rapport d'eseela ' Ir 8.1,;::.21 - CEMAiert tf• 11 APIA 1905 Nature des °seals : Casal(s) per reyonneenr.r1. rntsur9 au pr„voir cc,l,,rifeyuc ::usUI IEttr. ErnBOSSi4Atta rtrettC A C, tACTFct tu6V_7Et(t et '._i)^+:wtcf -ta (Aana•icatef5 of is..►r(S 1,40 n S. a (aka :.•/ 76107 i•oaPa• Catla, Nct1 313 720 2 0531 2 Tat.. OS 30 co 1000 sw:Ot ):1a) 11 )a Nnu U&tftC i liken: t.;,., caci7i n• cam: . cEr+aTfJ1 onnosF Curtpte h nu 405 ultGro! rJ;Wrnrc Js eS5n.1 Jdcttt: isle.: v ere desseme.M.lndrgU6 no wbp.19e pee di: Ia crnrJRn. :e is rr.elee31•• con•mercitlti;) .iFi,AnCII? ne to IM s >fl nsnav CO ne soure)t en eucun cos nub cons,ddrb a ,%r:o vt: xr,fie:: Ce ouaidieatler. 1s.: Ot•o defn• par Janie: 197H. Cone oortrorenit0 pour awe eieeiou i:, let coelf:x.f cc c•.1110anfaNl toe.iar,n... p io M:•a_le•c enotoF: da fmntratne it novtrnrne' par to ma:mut tit- R6aceon a..;ou. r1915 :eule2 outonsbos Ins re ;nuduct des inI(vr•lo: , Lsr f'oroicG :L • u N., 1"nt Prxc:. 9jl nc dasiemont ou Oft rensembte f rotioc- - crw: S! rapport annotd. lispece. t? 11 prttc?r»il • o.ir/isallon el.Ira:6a. • Use ADO I Raapona! ours„ LAUNA• aU,�rr,t;aTio►+ N' 1.0806 t AC rRED.»Al1Oa QE v 5.ICTIc ar L• c Sara rtr C "Ti ESTE t)E L. COMPET£WCC OCA uau.u.TOtrrES e ue Las 1.:3r: •JS r:ouvERTS ran L•..CGrtedirnriON cof r c fSSAlS SOUTHWEST RESEARCH INSTITUTE 6220 CULEBRA ROAD • POST OFFICE DRAWER 28510 • SAN ANTONIO. TEXAS, USA 78228 -0510 • (210) 684 -5111 • TELEX 244848 INVESTIGATION OF THE SURFACE BURNING CHARAC rERISTICS OF A 0.005 IN. THICK NEWMAT STRETCH CEILING MATERIAL, SUPPORTED WITH WIRE AND RODS MATERIAL ID: SATIN FINISH SwRI PROJECT NO.: 01- 2303 -313b FINAL REPORT TEST DATE: 12 -JUL -1999 REPORT DATE: 16- JUL -1999 Prepared for: NEWMAT S.A. 22 RUE DU GENERAL DAME 59482 HAUBOURDIN CEDEX FRANCE Anthony L. Sauceda Supervisor Material Flammability Section Approved by: This report is for the information of the client. It may be used in its entirety for the purpose of securing product acceptance from duly constituted approval authorities. This report shall not be reproduced except in full. without the written approvat of SwRI. Neither this report nor the name of the Institute shall be used in publicly or advertising. SAN ANTONIO, TEXAS HOUSTON.1EXAS • DETROIT, MICHIGAN • WASHINGTON. DC CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY FAX (210) 522 -3377 dt4c/i (Jel--4 r e Alex B. Wenzel Director Department of Fire Technology INTRODUCTION This report presents the results of an ASTM E84 test on a specimen submitted by the Client. The test is conducted in accordance with the procedure outlined in ASTM E84- 98', "Standard Test Method for Surface Burning Characteristics of Building Materials" (NFPA 255, ANSI/UL 723 and UBC 8 -1). This test method for the comparative surface burning behavior of building materials is applicable to exposed surfaces, such as ceilings or walls, provided that the material or assembly of materials, by its own structural quality or the manner in which it is tested and intended for use, is capable of supporting itself in position or being supported during the test period. These tests are conducted with the material in the ceiling position. The purpose of this test method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame Spread and Smoke Developed index are reported. However, there is not necessarily a relationship between these two measurements. For each test, a specimen measuring at least 21 in. wide x 24 ft long is required. The specimen may consist of a continuous, unbroken length, or of sections joined end -to- end. When requested by the Client, specimens are prepared at SwRI following the Client's instructions. Unless otherwise indicated by the Client, test specimens are conditioned as appropriate in an atmosphere maintained between 68 and 78 °F and 45 to 55% relative humidity. Immediately prior to the test, the specimen is mounted in the furnace with the side to be tested facing the test flame. Sometimes, because of the nature of the material undergoing testing, additional support (e.g. wire, wire and rods, rods, and/or bars) is used to ensure that the specimen will remain in position during the test. The use of supporting materials on the underside of the test specimen may lower the Flame Spread Index from that which might be obtained if the specimen could be tested without such support, and the test results do not necessarily relate to indices obtained by testing materials without such support. The flame front position and light obscuration are recorded throughout the 10- minute test and used to calculate the Flame Spread and Smoke Developed indices. The temperature at 24 ft is also recorded. The Flame Spread and Smoke Developed indices reported herein are relative to the results obtained for mineral fiber- reinforced cement board and select grade red oak (moisture content between 6 and 8 %). The mineral fiber- reinforced cement board is the calibration material used to obtain 0 values for Flame Spread and Smoke; red oak decks are used to obtain 100 values for Flame Spread and Smoke. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials, nor to the performance when used in combination with other materials. I of 5 Class Flame- spread Index I 0 -25 II 26 -75 III 76 -200 This standard should be used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions and should not be used to describe or appraise the fire- hazard or fire -risk of materials, products, or assemblies under actual fire conditions. However, results of the test may be used as elements of a fire- hazard assessment or a fire -risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard or fire risk of a particular end use. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. APPENDIX VI -E TABLE 8- A--- FLAME- 2 of 5 1997 UNIFORM FIRE CODE CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01- 2303 -313b DAILY TEST NO: 2 ASTM E84 -98`' REPORT DESCRIPTION OF SPECIMEN DATE RECEIVED: 29 -Jun -1999 (received ready -to -test) MATERIAL ID:* Satin Finish DESCRIPTION: Newmat stretch ceiling material THICKNESS: 0.005 (nominal) UNIT WEIGHT: 6.35 oz/sq yd COLOR: Off -white SPECIMEN SIZE: One section 24.0 in. wide x 300 in. long CONDITIONING TIME: 4 days at 70 °F and 50% relative humidity SUPPORT USED: 2.0 in. hexagonal wire mesh with 0.25 in. diameter steel rods every 24.0 in. * From Client's material description 3 of 5 CLIENT: NEWMAT, S.A. SWRI PROJECT NO: 01- 2303 -313b DAILY TEST NO: 2 TEST RESULTS (ROUNDED TO NEAREST 5) FLAME SPREAD INDEX (FSI): 10 SMOKE DEVELOPED INDEX (SDI): 135 TEST DATA UNROUNDED FSI: UNROUNDED SDI: FS *TIME AREA (Ft *Min): SMOKE AREA (% *Min): FUEL AREA ( °F *Min): OBSERVATIONS DURING TEST ASTM E84 -98" REPORT 10.1 133.7 19.7 124.9 3531.7 IGNITION TIME (Min:Sec): 0:06 MAXIMUM FLAME FRONT ADVANCE (Ft.): 2.0 TIME TO MAXIMUM ADVANCE (Min:Sec): 0:15 MAXIMUM TEMP. AT EXPOSED TC ( °F): 478 TIME TO MAXIMUM TEMP. (Min:Sec): 9:57 TOTAL FUEL BURNED (Cu. Ft.): 52.4 DRIPPING (Min:Sec): 0:13 FLAMING ON FLOOR (Min:Sec): 0:14 AFTERFLAME TOP (Min:Sec): None AFTERFLAME FLOOR (Min:Sec): None CALIBRATION DATA (LAST RED OAK) RED OAK SMOKE AREA (% *Min): RED OAK FUEL AREA ( °F *Min): GRC BOARD FUEL AREA ( °F *Min): 93.4 9033.1 5592.3 CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01- 2303 -313b DAILY TEST NO: 2 co 8 a 6 100- 4 75 50 25 20- 18 16 . 14 u.12 10 ASTM E84 -98e' REPORT LIGHT OBSCURATION I I I I 2 3 4 5 6 Time, Minutes FLAMESPREAD 10 -9- Red Oak — Specimen I I I I I I I I 3 4 5 6 7 - 8 9 10 Time, Minutes 5 of 5 --8- Red Oak — Specimen SOUTHWEST RESEARCH INSTITUTE 6220 CULEBRA ROAD • POST OFFICE DRAWER 28510 • SAN ANTONIO. TEXAS, USA 78228 -0510 • (210) 684 -5111 • TELEX 244846 INVESTIGATION OF THE TOXIC POTENCY OF THE COMBUSTION PRODUCTS OF NEWMAT U.S.A. STRETCH CEILING SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND STATE OF NEW YORK FINAL REPORT SwRI Project No. 01- 7523 -012 January 1996 Prepared for: Newmat U.S.A. 25 Surryhill Place Huntington, NY 11743 Submitted by: e y ovey Technologist Fire Testing Services SAN ANTONIO. TEXAS CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY FAX (210) 522 -3377 Approved by: (ite47e4 weaya Alex B. Wenzel Director Department of Fire Technology This report is for the Information of the ciient. II may be used In its entirety Iw the purpose of securing product acceptance from duly constituted approval authorities. This report shall not be reproduced except in full. wiihoul the written approval of SwRI. Neither this report nor the name of the Institute shall be used In publicity or advertising. HOUSTON. TEXAS • DETROIT. MICHIGAN • WASHINGTON. DC NOTICE This test method is intended to measure and describe the properties of materials, products, or assemblies in response to heat and flame under controlled laboratory conditions, and should not be used to describe or appraise the fire hazard or the fire risk of materials, products, or assemblies under actual fire conditions. However, results of this test may be used as elements of a fire risk assessment, which takes into account all the factors that are pertinent to an assessment of the fire hazard of a particular end use. Newmat U.S.A. 11 SWRI Project No. 01 -7523 -012 APPENDIX A: TABLE OF CONTENTS I. OBJECTIVE 1 II. TECHNICAL APPROACH 1 III. EXPERIMENTAL DESIGN 2 A. Description of Material 2 B. Combustion 3 C. Animals 3 D. Exposure 5 E. Biological Measurements 6 F. Combustion Atmosphere Analysis 6 IV. TEST RESULTS 6 V. DISCUSSION 9 VI. REFERENCES 9 INDIVIDUAL SUMMARIES OF ANIMAL EXPOSURE DATA, ANALYTICAL DATA AND MATERIAL PERFORMANCE CHARACTERISTICS APPENDIX B: EXPOSURE CHAMBER AND FURNACE TEMPERATURES Page No. Newmat U.S.A. 111 SwRI Project No. 01- 7523 -012 I. OBJECTIVE The objective of this program was to obtain required data on the toxic potency of the combustion products of a PVC white flexible ceiling covering identified as Newmat Stretch Ceiling Systems submitted for evaluation by Newmat U.S.A. of Huntington, New York. This sample was tested in accordance with the test methodology outlined in "Article 15, Part 1120, Combustion Toxicity Testing, New York State Uniform Fire Prevention and Building Code" December 16, 1986 (1). The intent of this testing was to evaluate the performance of the test article in relation to wood as required by Section 27- 348(e) of the Building Code of the City of New York. The test procedure is a modification of the combustion toxicity protocol developed at the University of Pittsburgh. This report contains a description of the material tested, the test procedure, and the test results. Note that the test results only apply to the specimen tested, in the manner tested, and not to the entire production of this material or similar materials, nor to the material's performance when used in combination with other materials. II. TECHNICAL APPROACH The major function of the University of Pittsburgh (UPitt) laboratory test method is to provide a means of evaluating the lethal toxic potency of thermal decomposition products of test materials (2). The protocol provides for the conduct of experiments under continuously changing temperature conditions (20°C/minute), and the test system generates decomposition products which continuously change in chemical composition as the temperature increases. Animals are exposed to the decomposition products starting when the test specimen loses 1 percent of its initial weight. The UPitt protocol utilizes rodent (mouse) lethality as the primary toxicological endpoint in evaluating the toxicity of the combustion atmosphere produced by a material. Separate groups of animals are exposed to the combustion atmospheres generated from different initial quantities of the test material in order to establish a concentration- response relationship. From this relationship, the concentration (defined by the protocol as the weight of sample loaded into the test furnace) estimated to produce lethality in 50 percent of the animals within the specified time is obtained by interpolation. This concentration, commonly termed the LC is a measure of the toxic potency of the combustion atmosphere. Newmat U.S.A. SwRI Projccx No. 01- 7523 -012 Date Received December 29, 1995 Date Tested January 17 - 18, 1996 Descri PVC white, flexible sheeting ( "Newmat Stretch Ceiling Systems ") Amount Received 40 ft (12.2 m), 0.006 in. (0.16 mm) thick Total Weight of Test Sample 206.96 g(2) In accordance with NYS UFPBC Article 15, animal lethality data are supplemented with observations of the eye condition of the test animals, expressed as "all apparently normal," "some apparent damage," or "some severe damage." III. EXPERIMENTAL DESIGN A. Description of Test Materials The test material was received from the client on December 29, 1995. A complete description is presented in Table 1. Upon receipt, the material was identified, weighed, recorded, and then conditioned at a temperature of 23 ± 3 °C and a relative humidity of 50 ± 5 percent for a period of at least 48 hours. cu Newmat U.S.A. Information provided by client Table 1. Description Of Material Newmat U.S.A. Swill Project No. 01- 7523 -012 rn The total 40 ft (12.2 m) of material was too heavy to weigh. A piece 25 -1/4 x 60 in. (.7 x 1.6 m) was cut off and weighed. This piece was used for testing. 2 of 9 Swg1 Project No. 01- 7523 -012 B. Combustion The thermal decomposition of the test material was accomplished by heating the sample in the system depicted in Figure 1. The combustion device is a Lindbergh Box Furnace (Model 51894 -S -PIT) with inside dimensions of 229 x 241 x 357 mm and a volume of 19.7 liters. The weighed test specimens were heated, starting at a temperature no greater than 70 °C, at a rate of 20(±2)°C /minute. Continuous weight loss was monitored by a load cell connected to the sample specimen platform. The thermal decomposition products were transferred to the animal exposure chamber by a glass tube' approximately 0.80 m in length having an inside diameter of 19 mm. The furnace chamber was aspirated at a rate of 11 L/minute, and the furnace effluent was cooled and diluted by an additional 9 L/minute of cooled medical grade breathing air, resulting in a total flow of 20 L iminute through the animal chamber. The diluent air is run through coiled copper tubing (0.25 in. O.D.) immersed in an icebath filled with ice and tap water. Prior to each test run, the accuracy of the flowmeters was checked with a primary standard gas flowmeter (Mini -Buck Calibratoe Model M -30) by connecting it to the inlet of the Pyrex glass tube leading to the animal exposure chamber. Values are obtained with and without the dilution air flowing into the test chamber. During each test, both flowmeters were continuously monitored visually and readjusted to their pre -test setting as necessary. Male Swiss Webster mice, weighing from 22 to 30 g on the day of exposure, were used in these experiments. No formal randomization procedure was utilized in the selection of animals for each test group; animals were selected on the basis of appropriate body weight and obvious signs of good health. Test animals 5 to 7 weeks old were ordered from a registered U.S.D.A. supplier (Hilltop Laboratories, Scottdale, Pennsylvania). Upon receipt, the animals were individually identified by number and housed not more than eight to a cage. Animals were identified on their cages by group number and individual assigned number. Color coded indelible ink markings on the fur on the back of the animals were used for identification purposes. The cages were of the polycarbonate "shoe -box" type, 18 in. long, 9.5 in. wide, and 5 in. deep with commercial corncob bedding used as litter. As depicted in Figure 1. the glass "tube" is composed of two sections. The first section is manufactured of quartz and is inserted into the center region of the furnace chamber. The second section is manufactured of Pyrex® and has a sidearm for the connection of the diluting air supply. Ground glass ball joints and clamps provide for airtight containers. Newmat U.S.A. C. Animals 3 of 9 SwRI Project No. 01- 7523 -012 r Exhaust Exhaust Main Pump Newmat U.S.A. Analyzer Main Pump F lowmeter 20 L/mln 1.0 l /min F I ltration System SecOnatrY F !ammeter Bottled Air- Medical Grade Data Acquisition System - DEC VAX 11/750 CO2 Exposure Chamber (2.2 LI Ica Bath Co Chamber Tc tTc2) 9 1/min Diluting Air (dry. 1S -16'C) 11 L /min Load Cell Figure 1. Schematic of Test System and Experimental Setup for Analysis of CO, CO 2, and O 2. Furnace 19.8 L Tc I F urnace Controller (20'C /min) 4 of 9 SwRI Project No. 01- 7523 -012 Prior to testing, the animals were placed in a separate quarantine room for a minimum of one week. The quarantine room conditions were maintained at temperatures between 18 and 26'C and 40 to 70 percent relative humidity. Those animals that were unsuitable by reason of size, health, or other criteria were discarded. Animals were allowed free access to water and standard formula Purina Laboratory Rodent Chow. The test animals were housed and cared for following standard procedures (3). Facilities for housing and care of animals are accredited under the rules and regulations of the American Association for Laboratory Animal Sciences and are licensed by the U.S.D.A. according to Public Law 91 -579 (Animal Welfare Act of 1970). D. Exposure The weighed test specimen was placed in the quartz crucible resting on the pedestal within the furnace. The starting point for exposure of animals was established during an initial experiment with 10 g of the test material by recording the temperature at which 1 percent of the sample weight was consumed (T, This temperature was used in ensuing runs as the temperature at which animal exposures were initiated. Animal exposures were conducted for 30 minutes from the point of T, % . If all animals expired prior to 30 minutes, the test was terminated when recorded CO levels returned to baseline. Prior to the initiation of an animal exposure experiment, the animals were positioned with their heads protruding through latex dams (reinforced with duct tape) into the exposure chamber. Rubber stoppers sealed the open end of the animal ports and assisted in preventing the mice from backing out of the neck restraint. At the same time, a continuous flow of room air was maintained at a rate of 20 L/minute through the animal chamber. After the animals were allowed a brief acclimation period, the experiment was initiated by starting the furnace controller and activating the data logging system. At T, the exposure chamber was quickly connected to the furnace and the 30- minute exposure run initiated. Exposure chamber and furnace temperatures were monitored by thermocouple throughout the test period. All glassware was cleaned and dried between each test run. As necessary, stubborn residues in the quartz tube were treated with commercial oven cleaner and burned off with a torch. Ammonia -based cleanser, soap and water and ethanol were employed in the cleaning of the chamber and connecting glassware. Newmat U.S.A. 5 of 9 SwRI Project No. 01- 7523 -012 E. Biological Measurements A sufficient number of experiments were conducted with varying amounts of sample weight to enable the development of the concentration - response relationship and the derivation of the LC and 95 percent confidence limits by the moving averages method of Weil (4). Each experiment was followed by a 10- minute recovery period, during which time the animals were observed for lethality and examined for the presence of eye damage (corneal opacity). As required by the referenced test method, the eye condition was scored as "no apparent damage," "some apparent damage," or "some severe damage." F. Combustion Atmosphere Analysis Analysis for O 2 , CO, and CO 2 was made continuously at a sampling rate of 0.5 to 1.0 L/min with the following instrumentation: Beckman OM -11 Analyzer (0 Beckman 865 Infrared Analyzers (CO and CO The experimental setup for the analysis of CO, CO 2 , and O 2 is shown in Figure 1. Routine calibration of the CO and CO 2 analyzers was performed prior to each day's testing. Calibration gases (1.0 percent CO, 10.0 percent CO 2 certified by Scientific Gas Products, Incorporated) were metered into the analyzers in the same way that unknown samples were introduced. The O 2 analyzer was calibrated with room air. Calibration of the analyzers was established to within 1 percent of full scale. IV. TEST RESULTS The combustion experiments with the test article were conducted January 17 and 18, 1996. A summary of the test results presented in a manner consistent with the New York State Article 15 filing format is provided in Table 2, and a tabular summary of the individual test runs is included in Appendix A. A graphical representation of the performance characteristics of the test material during thermal decomposition is provided in Figure 2. These curves depict continuous mass loss (T and CO, CO and O 2 levels as a function of furnace temperature. Additional curves depicting exposure chamber and furnace temperatures are provided in Appendix B. Newmat U.S.A. 6 of 9 SwRI Project No. 01 -7523 -012 PERFORMANCE PARAMETER RESULTS LC50 (grams) 9.94 95% Confidence Limits (g) 8.0 - 12.3 LA50 (mm 47880 Mean Percent Sample Residue ( %) 17.02 Furnace Temperature at 1% Weight Loss ( °C)* 250 Temperature Range at Major Decomposition (°C) ** 237 - 352 Mean Temperature at Ignition (°C) 430 Peak CO (ppm) ** 7523 Temperature at Peak CO (°C) 605 Peak CO ( %) ** 1.40 Temperature at Peak CO (°C) 627 Minimum 0 ( %) ** 19.1 Temperature at Minimum 0 (°C) 599 Number of Times the Exposure Chamber Temperature Exceeded 45 °C ** 0 Average Duration of Temperature Excursion (sec) - -- Eye Condition of Test Animals * ** B Number of Tests Conducted 4 E Table 2. Summary of UPITT/NYS Testing Newmat U.S.A. SwRI Project No. 01 -7523 -012 Newmat U.S.A. From test conducted at 10.0 grams. From test conducted within 5% of the LC value (representative LC 50 test). Eye condition characterized as: (A) all apparently normal; (B) some apparent damage; (C) some severe damage (from representative LC 50 test). 7 of 9 SwRI Project No. 01- 7523 -012 Newmat U.S.A. 1 IEWMAT 9 8- 7— �, 6— O 5— s. — 4- 3- 2- 1 - 0 1 00— --0--0—.. 90— T 1X =250 C 80 — 70 — 60 — 50 — 40— 30— 20 — 10 - 0 0 USA LTD. 01- 7523 -012 10.08 1 100 200 300 400 500 600 700 800 300 1000 X02 C '/.0O2 Figure 2. Physical Performance Characteristics of Newmat U.S.A. Stretch Ceiling System During Thermal Decomposition. — 20 — 18 N - 16 ° - 14 12 10 r 10000 — 9000 — 8000 X Wt. Loss — • CO ppm _ 7000 — 6000 — 5000 — 4000 — 3000 — 2000 / -- 1000 - 1; •1 1 •f'�F 1 1 1 1 1; ‘ 1 \ 1 - 41 1•I 0 100 200 300 400 500 600 700 900 900 1000 PROGRAMMED FURN. TEMP. 20 C /min 8 of 9 SWR1 Project No. 01- 7523 -012 The LC value (95 percent confidence limits) for the Newmat U.S.A. test sample was determined to be 9.94 (8.0 - 12.3) grams from a series of four combustion experiments ranging from 6.9 to 20.7 grams. V. DISCUSSION For products such as wallcoverings, guidelines on file with the New York City MEA provide for the comparison of these products to wood on the basis of the area of the exposed surface. For wallcoverings 0.036 in (0.91 mm) or less in thickness, the "passing value" has been established as 31,392 mm 2 . A test material having an LA so value equal to or greater than this value can be considered to be "no more toxic than wood." When tested under the controlled laboratory conditions specified in this report, the LA value for the test item described in Table 1 was determined to be 47,880 mm 2 ; therefore, this test material meets the requirements set forth in Section 27.348(e) of the Building Code of the City of New York. VI. REFERENCES 1. "Regulations for Implementing Building Materials and Fmishes Fire Gas Toxicity Data File, Article 15, Part 1120 Combustion Toxicity Testing," New York State Department of State (1986). 2. Alarie, Y. and Anderson, R.C. "Toxicology and acute lethal hazard evaluation of thermal decomposition products of synthetic and natural polymers," Toxicology and Aavlied Pharmacology, Vol. 51, 1979, pp. 341 -362. 3. Guide for the Care and Use of Laboratory Animals, DHHS Publications No. (NIH) 85 -23. 4. Weil, C. S., "Tables for Convenient Calculation of Median- Effective Dose (LD or ED and Instrumentation for Their Use," Biometrics, Volume 8, pp. 249 -261 (1952). Newmat U.S.A. 9 of 9 SwR1 Project No. 01- 7523 -012 r F S APPENDIX A INDIVIDUAL SUMMARIES OF ANIMAL EXPOSURE DATA, ANALYTICAL DATA AND MATERIAL PERFORMANCE CHARACTERISTICS (Consisting of 1 Page) 1 017 -PVC -2 017 -PVC -1 1 018 -PVC -3 018 -PVC -4 Sample Weight, (g) 6.9 10.0 14.4 20.7 Percent Weight Loss 81.0 85.6 81.9 83.4 Flaming Temp. CC) DNI DM 429 432 Temp. Range at Most Rapid Weight Loss CC) 267 - 387 237 - 352 236 - 363 269 - 395 Number Responding/Number Exposed 0/4 2/4 4/4 4/4 Percent Response 0 50 100 100 Maximum CO (ppm) 6401 7523 8415 8769 Total CO (Ct)(ppm -min) 55857 70347 72914 95908 Temperature at CO Maximum CC) 617 605 616 629 Maximum CO 2 Concentration (%) 1.0 1.4 4.0 3.7 Total CO 2,(Ct)(percent -min) 8.07 12.78 24.67 30.29 Temperature at CO Maximum ( 658 627 424 447 Minimum O 2 ( %) 19.8 19.1 15.3 .15.2 Temperature at O 2 Minimum ( 613 599 423 452 Eye Conditionw b b - - TABLE A -1. SUMMARY OF ANIMAL EXPOSURE, ANALYTICAL DATA AND MATERIAL PERFORMANCE CHARACTERISTICS FOR SwRI PROJECT No. 01- 7523 -012 Newmat U.S.A. Stretch Ceiling Systems Starting Temperature of Exposure: 250 °C LC 50 : 9.94 grams (8.0 - 12.3) LA 50 : 47880 (38790 - 59100) TEST ID 1) Eye Condition of Surviving Animals: (a) All apparently normal; (b) some apparent damage; © some severe damage. Mean Furnace Temp at Spontaneous Flame: 430 °C Residue (Sample Avg.): 17.02% ' • L APPENDIX B EXPOSURE CHAMBER AND FURNACE TEMPERATURES (Consisting of 1 Page) Newmat U.S.A. 10 xIEWMAT USA LTD. 01- 7523 -012 10.08 90— 80 70 GO- 50 - 40 — 30— 20 — 10 — 0 0 1000 900— 800 — 700— v v o _ 600 — 5 — ' – 500 — 1 — g 400— E7: — 300 — 200 — 100 — 0 0 100 200 300 400 500 600 700 800 900 1000 100 200 300 400 500 600 700 800 900 1000 PROGRAMMED FURN. TEMP, 20 C /Min B -1 SwR1 Project No. 01- 7523 -012 United States Testing Company, Inc. CLIENT: Newmat U.S.A. LTD. DATE: 11/17/95 SAMPLE: Stretch PVC Ceiling OVERALL WEIGHT: N/A THICKNESS: .14 mm nominal FLAME SPREAD: IGNITION: 5 seconds FLAME FRONT: 2.5 feet maximum E -84 TEST DATA SHEET TIME TO MAXIMUM SPREAD: 11 seconds TEST DURATION: 10 minutes CALCULATION: 21.95 X 0.515 = 11.30 SUMMARY FLAME SPREAD: 10 SMOKE DENSITY: 135 Appr'd b1V2 Page 5 of 6 740192 -1 R 1/30/96 United States Testing Company, Inc. 20 LL 5- FLAME SPREAD AREA STRETCH PVC CEILING r � L I I I I I I I I I I 1 1 I 1 1 1! I I I I I I I l l I l I l t l l l 0 0 2 3 4 5 6 SAMPLE FLAME SPREAD AREA SMOKE DENSITY STRETCH PVC CEILING 100 80 - 60 - 40 - 20 / 0 ] i 1 I I 11i1� I I I I I I I I I I I I I I 1 1 1 I l l l 0 1 2 3 4 5 6 7 8 9 10 Appr'd b� Page 6 of 6 TIME (MINUTES) TIME (MINUTES) 7 - RED OAK SAMPLE - - RED OAK 8 9 740192 -1 R 1/30/96 10 r EGGS SGS U.S. Testing Company Inc. 5555 Telegraph Road Los Angeles, CA 90040 Tel: 323 838 -1600 Fax: 323 722 -8251 CLIENT: NEWMAT USA LTD 25 Surry Hill Place Huntington, NY 11743 SUBJECT: IGNITION PROPERTIES OF PLASTICS REFERENCES: 1. Our confirmation to the Client dated April 23, 1999. 2. Test sample received on May 25, 1999. 3. Testing conducted on May 25, 1999. 4. Testing authorized by Pascal Gicquel. SAMPLE ID: The Client submitted and identified the sample as: TEST PROCEDURE: Determine the ignition properties of the sample in accordance with the method and procedures outlined in ASTM D1929 -96, Procedure B, "Ignition Properties of Plastics." TEST RESULTS: PREPARED BY: Greg Banasky Test Technician Newmat Stretch Ceiling Membrane Self Ignition Flash Ignition Number of Temperature Temperature Specimens Tested 450 °C (842 °F) 410 °C (770 °F) 7 Member of the SGS Group REPORT NUMBER: 123600 -1 DATE: 5/25/99 PAGE: 1 OF 1 SIGNED s FOR COMPANY BY: ' / v'L/ G G 2 t_., C� Michael S. E iott Manager /Fire Tech. Dept. ANALYTICAL SERVICES • PERFORMANCE TESTING • STANDARDS EVALUATION • CERTIFICATION SERVICES SGS U.S. TESTING COMPANY INC. REPORTS ARE FOR THE EXCLUSIVE USE OF THE CUENT TO WHOM THEY ARE ADDRESSED. ANYONE RELYING ON SUCH REPORTS SHOULD UNDER- STAND ALL OF THE DETAILS OF THE ENGAGEMENT. REPORTS REFLECT RESULTS ONLY OF THE STANDARDS OR PROCEDURES IDENTIFIED TO THE TESTS CONDUCTED AND ARE UMITED TO THE SAMPLES TESTED. TEST RESULTS MAY NOT BE INDICATIVE OF THE OUALTTIES OF THE LOT FROM WHICH THE SAMPLE WAS TAKEN. SGS U.S. TESTING COMPANY INC. HAS NOT CONDUCTED ANY OUAUTY CONTROL PROGRAM FOR THE CUENT. NEITHER THE NAME. SEALS. MARKS NOR INSIGNIA OF SGS U.S. TESTING COMPANY INC. MAY BE USED IN ANY ADVER- TISING OR PROMOTIONAL MATERIALS WITHOUT THE PRIOR WRITTEN APPROVAL OF SGS U.S. TESTING COMPANY INC. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN PERMISSION OF THE SGS U.S. TESTING COMPANY INC. SAMPLES NOT DESTROYED IN TESTING ARE DISPOSED OF AFTER 30 DAYS. cn W 0 a. L11 tr r;r 291 Fairfield Avenue Fairfield, NJ 07004 -3833 Tel: 973 - 575 -5252 Fax: 973 - 244 -1694 CLIENT: Newmat USA Ltd. Attn: Pascal Gicquel 25 Sung Hill Place Huntington, NY 11743 SUBJECT: AUTHORIZATION: Client's letter. PURPOSE: TEST DATES: PROCEDURE: RESULTS: Fisher John Method: Different trials ranging from 166°C to 189°C Imo BBB SGS U.S. Testing Company Inc. Befnardita Santos Laboratory Supervisor Report Number: 123600 -002 Date: 06/10/99 Page: 1 of 1 One (1) sample received cn 04/21/99 and identified by the client as: Newmat Stretch Ceiling Membrane To perform melting point test on the submitted sample. 05/05/99 - 05/06/99 Due to the nature of the sample, two different methods were used. 1) Melting Point Fisher John Method 2) Hot Stage Melting Point Apparatus Hot Staqe Apparatus: Sharp edges began to round at 167 °C, the sample continually rounded out with increasing temperature, test terminated at 196 °C. Member of the SGS Group SIGNED FOR THE COMPANY BY: Lisa Van Savage Manager, Specialty & Applied Chemistry ANALYTICAL SERVICES • PERFORMANCE TESTING • STANDARDS EVALUATION • CERTIFICATION SERVICES SGS U.S. TESTING COMPANY INC. REPORTS ARE FOR THE EXCLUSIVE USE OF THE CUENT TO WHOM THEY ARE ADDRESSED. ANYONE RELYING ON SUCH REPORTS SHOULD UNDER- STAND ALL OF THE DETAILS OF THE ENGAGEMENT. REPORTS REFLECT RESULTS ONLY OF THE STANDARDS OR PROCEDURES IDENTIFIED TO THE TESTS CONDUCTED AND ARE UMITEO TO THE SAMPLES TESTED. TEST RESULTS MAY NOT BE INDICATIVE OF THE OUAUTIES OF THE LOT FROM WHICH THE SAMPLE WAS TAKEN. SGS U.S. TESTING COMPANY INC. HAS NOT CONDUCTED ANY OUAUTY CONTROL PROGRAM FOR THE CUENT. NEITHER THE NAME. SEALS. MARKS NOR INSIGNIA OF SGS U.S. TESTING COMPANY INC. MAY BE USED IN ANY ADVER- TISING OR PROMOTIONAL MATERIALS WITHOUT THE PRIOR WRITTEN APPROVAL OF SGS U.S. TESTING COMPANY INC. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH- OUT THE WRITTEN PERMISSION OF THE SGS U.S. TESTING COMPANY INC. SAMPLES NOT DESTROYED IN TESTING ARE DISPOSED OF AFTER 30 DAYS. Thomas Clark, Manager Physical Testing RADCO TEST REPORT Test Report No. RAD -2529 Project No. C -7621 Lab No. TL -1911 TESTS ON STRETCH CEILING SYSTEMS PER UNIFORM BUILDING CODE Prepared for NEWMAT STRETCH CEILING SYSTEMS 25 Surryhill Place Huntington, NY 11743 by RADCO Resources, Applications, Designs and Controls, Inc. Listing and Testing Division 3220 E. 59th Street Long Beach, CA 90805 Telephone: 562 - 272 -7231 Facsimile: 562- 529 -7513 Issued: June 2000 Submitted by: ucker, P.E. resident imuccA, RADCO reports are for the exclusive use of the client to whom they are addressed. Permission Is granted to reproduce this report provided 1115 reproduced In its entirety. The use of the name RADCO (Resources Applications, Designs and Controls, Inc.,) in any advertising or related materials must receive prior written approval from RADCO. Reports apply only to samples tested at the time of testing and are not necessarily Indicative of the quality, of apparently identical or similar products. This report contains confidential Information Intended for the sole use of the addressee. Transmittal by facsimile is prohibited without the express approval and concurrence of the addressee. 1 r: TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 MATERIAL DESCRIPTION 1 3.0 TEST PROCEDURES AND RESULTS 1 4.0 CONCLUSION 1 APPENDIX A PHOTOGRAPHS RAD -2529 1.0 INTRODUCTION At the request of Newmat Stretch Ceiling Systems, the tests listed in Section 3.0 below were conducted on their stretch ceiling system in accordance with the Uniform Building Code 1997, Section 801.2. Samples for testing were prepared by Newmat and shipped to RADCO's testing facility in Long Beach, California. The samples were received on May 31, 2000. 2.0 MATERIAL DESCRIPTION AND TEST PROGRAM 3.0 TEST PROCEDURES AND RESULTS 4.0 CONCLUSION ** *END OF REPORT * ** Page 1 of 1 BAUCLA RAD -2529 A single material identified as Newmat M15 (white matte) was tested in two different support frames. One M15 membrane was tested in a classical PVC white Matte extrusion frame, and a second M15 membrane was tested in a classical aluminum extrusion frame. Criteria for passing is stated in the code as, "to show that materials when cemented or otherwise fastened in place will not readily become detached when subject to room temperatures of 300 ° F (149 ° C) for 25 minutes ". The frames were placed in an oven preheated to 300° F (149° C) . After 25 minutes the frames were removed and examined. The Newmat M15 (white matte) stretch ceiling systems in two different support frames were tested. Both the M15 membrane tested in a classical PVC white Matte extrusion frame, and the M15 membrane tested in a classical aluminum extrusion frame passed the requirements of the Uniform Building Code 1997, Section 801.2. r . SAMPLE PLACED IN OVEN AT 300° F FOR 25 MINUTES Al RAD-2529 SAMPLE MOUNTED ON SUPPORT FRAME A2 BAUCA RAD -2529 H ! 1!, lll5'i r. July 8, 2008 Allen Johannessen, Building Plans Examiner Tukwila Building Division City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 • • Dear Mr. Allen Johannessen, Included below are the itemized responses to your numbered comments. Item 1: See revised sheet A0.0 with Vicinity Map as requested. CALLISON ARCHITECTURE, INC. 1420 FIFTH AVENUE 82400 SEATTLE, WASHINGTON 98101 -2343 - T 206 623 4646 F 206 623 4625 www.callison.com CALLISON Re: Apple - Tenant Improvement — 207051.53: Building Division Review Memo, dated June 20, 2008 Permit Number: D08 -321 Item 2: Drawings being resubmitted reflect Apple's design intent for this logo which now only comprises 1.6 percent of wall area facing the mall. The new dimension for this sign is 48" tall by 39" wide with only the acrylic logo protruding through the stainless steel. The Acrylic lens in the logo is 1" thick and contained within a light box installed behind the stainless steel facade. The intent of the code in IBC 402.15.4 seems to be to restrict the amount of potentially combustible material(s) open to the mall below 20 percent. Our proposed redesign is only 1.6 percent of our overall storefront area. Since we are well below the 20 percent maximum area and the 36" restriction appears arbitrary, we request the city allow Apple logo as redesigned at 39 "wide x 48" tall. Additional reflections of these modifications are seen on sheets A6.0, A7.0, A9.0, A9.1, & A9.2. Item 3: See attached Material Data Sheets for the items requested. Item 4: Detail 8/A10.3 as referenced from 19/A10.3 has been updated to reflect a 2" support enclosure angle per ASCE 7 -05 standard section 13.5.6.2.2.b as requested. Item 5: See revised UL call out on page A00.5 from U419 to U465 as requested. Item 6: Storefront is indicated on sheet A0.00 as a deferred submittal and will be submitted to the city by the contractor, signed and stamped by subcontractor's engineer for city's review. Item 7: Sheet A01.2 (Demolition Plan) added for supplementary information. Sincerely, Stephen lac stone Associate Principal c: Apple: Sam Lin Westfield: Marcia Peddicord Callison: File 207051.53 • • June 24, 2008 Stephen Blackstone 1420 Fifth Avenue Seattle, WA 98101 -2343 RE: CORRECTION LETTER #1 Development Application Number D08 -321 Apple — 801 Southcenter Mall Dear Mr. Blackstone: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 4aittide Brenda Holt Permit Coordinator encl File No. D08 -321 Department of Community Development Jack Pace, Director P:\Pennit Cen ter \Correction Letters \2008\D08 -321 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 a Fax: 206- 431 -3665 Building Division Review Memo Date: June 20, 2008 Project Name: Apple Permit #: D08 -321 Plan Review: Allen Johannessen, Plans Examiner I Tukwila Building Division Allen Johann Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a vicinity map on page A00.0 to show where the store is located within the mall. 2. The storefront sign exceeds the design width as required by code. Plastic store front signs shall not exceed 20 percent of the wall area facing the mall. Plastic signs shall not exceed a height of 36 inches except if the sign is vertical the height shall not exceed 96 inches and width shall not exceed 36 inches. Please revise sign details to comply with the code requirements. (IBC 402.15) 3. Please provide manufactures Material Data Sheets (MDS) for the ceiling grid system shown on details on A10.0 & A10.2 where the specific panel details indicate stretched luminous membrane, luminous panels and opaque panels in that ceiling grid system. Specify the materials for the membrane, luminous panels and opaque panels. In addition to the plastic sign mentioned in item 1), provide manufactures MDS documents to show flame spread and smoke development meet the specific code requirements for those materials. (IBC 402.15.4, Chapter 8 & Chapter 26) 4. Please provide specification or a detail for the acoustical suspended ceiling system (Page A10.3 # 19) to show a 2" perimeter supporting enclosure angle per ASCE standards. (ASCE Standards 9.6.2.6.2.2) 5. The one hour wall UL assembly detail (page A00.5) references U419. To be consistent with the malls wall- assembly requirements, revise one hour wall assemblies to show complying with UL listing No. U465 for partitions at finished corridors and tenant demising partitions. 6. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation assuring safe performance for the specific installation. Please provide documentation or details that show the unsupported glazed edges shall meet code requirements. Spec sheets and design details shall be wet stamped and signed by the registered design professional providing details and documents. (IBC 2403.2, 2403.3 & 2403.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: Bu ding Division Public Works Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -321 DATE: 07 -10 -08 PROJECT NAME: APPLE SITE ADDRESS: 801 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: n Planning Division n Permit Coordinator DUE DATE: 07 -1508 Not Applicable ❑ No further Review Required DATE: n DUE DATE: 08-12-08 Approved n Approved with Conditions [1 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ' x CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -321 DATE: 06 -11 -08 PROJECT NAME: APPLE SITE ADDRESS: 801 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: But Jng Moo Fire Prevention n ublic Works Structural A` (D v1- OP) DE ERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Incomplete ri .b5 DATE: DATE: Planning Division LN Permit Coordinator DUE DATE: 06-17-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 07-15-08 Approved ri Approved with Conditions n Not Approved (attach comments) ff Notation: REVIEWER'S INITIALS: Permit Center Use Only ( CORRECTION LETTER MAILED: Departments issued corrections: Bldg [� Fire ❑ Ping ❑ PW ❑ Staff Initials: Summary of Revision: 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / A e Plan Check/Permit Number: - 32- j ❑ Response to Incomplete Letter # 1:c3- Response to Correction Letter # [! Revision # - l at3 ,A Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Apple- Project Address: �b Sot t �,� f Contact Person: f1—- c edd,' Phone Number: P/ - ' L L3 4) 1 —r e c_,4 n» 5; 6 ` — .e5?- h rra �i Y Steven M. Mullet, Mayor Steve Lancaster, Director C REC m• nF., JUL 10 2008 PENMit CENTER #t a 11 P 14e)e lode -ft cord Si-or e �ro� �— S4- e /-21.---4-e a, /a (-4-4 Sheet Number(s): A oo . o f /4.6.0.5 401, / A 0 /. 2 €9 A .d 4D7.o A. o ,o1.!' ,L "Cloud" or highlight all areas of revisionincludin /date of revision 4/0/.3 ! S a . Z ) 3 . j S'/. Received at the City of Tukwila Permit Center by: N( Entered in Permits Plus on \applications\forms - applications on linelrevisio mittal Created: 8 -13 -2004 Raw cod • 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 , , ; � 3 Hose bibb (interior) 2.5 2.5 . Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 A Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 / iH S Sink, wash fountain, circle spray 4 3 / • Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 f, Water closet, tank or valve, >1.6 GPF 8 4 La King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 8 S)a' ? e.e-- 4f i774 it Property Street Address City A p State ZIP Owner's a f nl � Subdivision Name Lot # Subdiv. # Block # Building Name & / e_ 17-74.11 (if applicable) (0 24. t ) Owner's Phone Number (with Area Code) ( ) Property Contact Phone Number (with Area Code) Owner's Mailing Address $ " f se ,t 0i iC / 1 fl Tit k-t 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 /5 5 • 775 RCE Print Name of Owner /Representative J 2 e'}3 PZ-Z) c� , 1058 (Rev. 9/07) For King County UlOnly Account # No. of RCEs Monthly Rate Property Tax ID # on 3dq -lea . Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given undersoone circumstances. Demolition of pre- existing building? ❑ Yes 2No Was building on Sanitary Sewer? ❑ Yes cLeo Was Sewer connected before 2/1/90? ❑ Yes o Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: CITY OF TIV KDWILA JUN 1 1 LUUB PERMIT CENTER (add A & B) A B a77J 6 tt�• � Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission o - ect- • :. a or determination of . revi : d capacity charge. Signature of Owner /Representative 7)5 RCE White — Kina County Yellow — Local Sewer Acencv Rrk — Sewer Customer RCE Date Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 USFBG 24013019554990 07/22/2001 Until Cancelled 01/01/1980 $12,000.0011 /29/2001 1 USFEG 24012019554990 05/13/1999 07/22/2001 $6,000.00 Name Role Effective Date Expiration Date ANSARA, JAMES 5 Cancel Date 01/01/1980 Amount GOEMART, THOAS E 9 01/01/1980 RTC2CO2398A4771ND0611/01/2007 C T CORPORATION SYSTEM AGENT 01/01/1980 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 TRAVELERS PROPERTY CAS INS CO RTC2CO2398A4771ND0611/01/2007 11/01 /2008 $2,000,000.00 10/16/2007 Untitled Page General /Specialty Contractor A business registered as a construction contractor with MI 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. SHAWMUT DESIGN Et CONSTRUCTION Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County SHAWMUT DESIGN a CONSTRUCTION 6176227000 560 HARRISON AVE BOSTON MA 021182436 OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601850435 ACTIVE SHAWMDC015K4 CONSTRUCTION CONTRACTOR 5/24/1999 5/28/2010 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= SHAWMDC015K4 Page 1 of 2 08/04/2008 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING CI PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED 4 A' CHF kt GALEN C. ' A GEI STATE OF WASHINGTON ry Photo Eye For Close Cycle 8 ' 4' 2' 0 ACCESS AISLE STRIPING "INTERNATIONAL SYMBOL OF ACCESSIBILITY" PAINTED IN ADA STALL "RESERVED PARKING" W/ "INTERNATIONAL SYMBOL OF ACCESSIBILITY" & "VAN ACCESSIBLE'\SIGNAGE ON POST. MNT 60 " ADA STALL ELEV TO BOTTOM OF SIGN PER ICC /ANSI 1 17.1 502.7. COMPLEX OR PARKING LOT Photo Eye For Open Cycle Run Twisted Wire * From Loop To Detector Seal Loops * 1 -1/2" Loop Wire Layer * 1/4" Or As Required For Loop Wire Width SAFETY LOOP DIAGRAM NOT TO SCALE CA) • 345.19' CLOSURE POST W/ BRACKETS TO ACCEPT AND SECURE GATE IN CLOSED POSITION, WELDED TO POST. BLACK VINYL COATED FABRIC, TYP ALL FENCE AND GATES. BOTH GATES TO HAVE "MAG" LOCK MNT'D TO POST AND GATE EDGE, INSTALLED BY GATE OPERATOR INSTALLER TO SECURE GATE FROM FORCED ENTRY 5 N \\_\ r` in 25' @ 148TH GATE 12' @ MILITARY RD GATE 5.02' 6' WIDER THAN OPENING I I I I u ELEVATION WARNING STRIPES TO BE PAINTED ALONG SLAB EDGE OVER 6" ABV GRADE "vo c c oo /, f‘ BIDDER DESIGNED CANTILEVERED GATE W/ OPERATOR 2' 1' PLAN - 345.1 _.- LIGHT POLE @ 148TH GATE- SEE ELEC PLANS SUPPORT WHEELS BY GATE MFR. POSTS TO BE SIZED AND LOCATED BY GATE MFR AND GATE OPERATOR'S RECOMMENDATIONS CANT GATE STRUCTURE TO BE DESIGNED BY GATE MFR./ INSTALLER. PROVIDE SHOP DRAWINGS FOR REVIEW. GATE FABRIC TO MATCH FENCE. GATE TO BE LOCATED AS CLOSE TO TOP & CENTER OF CURB AS POSSIBLE. IF NEEDED, GATE CAN BE LOCATED JUST OUTSIDE OF CURB, AND THE CURBS CAN BE NOTCHED FOR CLEARANCE. POST MOUNTED KEYPAD BY GATE INSTALLER @ 148TH GATE ONLY. BOTH GATES SHALL HAVE "KNOX" BOXES PER TUKWILA FIRE DEPT REQ'MNTS, SAFETY & FREE EXIT LOOPS INSTALLED. BOTH GATES TO HAVE WIRELESS REMOTE CONTROL INSTALLED. "CHAMBERAIN LIFTMASTER" -MODEL HS 670 HEAVY DUTY HYDRAULIC SLIDE GATE OPERATOR AND DRIVE RAIL, OR EQUAL. VERIFY AND COORD ALL ELECTRICAL REQUIREMENTS. MOUNT ON CONC PAD PER MFRS RECOMMENDATIONS. B.O. CONC 18" BLW GRADE MIN. (2) TYP 4" CONC FILLED STL BOLLARDS. GATE ELEVATION BIKE RACK DETAIL 345.52' 34 5.63' 345.25' 344.99' 45.49' 5.00' 1:48 MAX 3`5.49' 6.00' 345.58' 345.25' 345.53;' BIKE RACK 3.5' X 8' GATE 345.75' 345.63' TYP 4" CONC WALKWAY PER CIVIL W/ EXP JNTS @ 20' O.C. &CJ @5'O.C. NEW YARD DRAIN- SEE CIVIL PLANS FOR ADDITIONAL INFORMATION - 6' CHAINLINK FENCE W/ BLK VINYL COATED FABRIC, TYP PLANTER - SEE LANDSCAPE PLANS SEE CIVIL PLANS FOR ADDITIONAL INFORMATION 346.24' STEPTUP 0.50',, 1r 345.73' 345.23 345.00! 3A5 I FL�SH ASPHALT _.. t E)( CB ..._l � SCALE: 1/4" = 1' -0" GALV STL DBL BIKE LOCKING POST. GALV UNIT AFTER ALL WELDS AND GRINDING COMPLETE. 2" X 1/4" STL PIPE W/ WELDED CAP. GRIND SMOOTH 1" X 1 /8" STL PIPE WELDED TO POST. GRIND SMOOTH CONCRETE OR ASPHALT AS OCCURS 1' DIA CONCRETE FTG SCALE: 1/2" = 1' -0" BIKE BIKE ° RACK °RACK HP -1 RECEIVED CITY OF TUKWILA APR 2 8 2008 PERMIT CENTER SITE PLAN DETAIL SCALE: 1/4" = 1' -0" / ARCHITECTS RS, . 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM 4- 0 (/) 0 CO co 0) SITE DETAILS SHEET A -1.2 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS ' 5329 ' . tivit GALEN C. P G •' STATE OF WASHINGTON 16' A 8' // i 4' iiiiiiuiiiiiuiuiiinilli11iui11 iu. iiiiuuiuiuliiililiiuiuuiu uniii1uiuiuuiiuiu 11111111 ilii� M•ii 111111111111 I � SHEET LEGEND: 1I . I I I I I I I I I I TITr1TiTTTT > 1 r iT l i i II i 111 i i I i I 0 ROOFING: STANDING SEAM MET ROOF PER SPEC. EX INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES. NEW 30" x 36" ROOF ACCESS HATCH I I CUSTOM "RETRO -FIT" CURB AND FLASHING, "THYCURB" OR EQUAL I I I I I I I I I I I I I I I 1 CONTRACTOR TO PROVIDE NEW SECONDARY FRAMING AS REQ'D TO SUPPORT NEW ROOF HATCH EX ST METAL ROOFING EX BLDG A NORTH & SOUTH EXTERIOR WALL: METAL SIDING 0/ STL GIRTS, 2 X FURRING W/ BAiT• INSUL, 5/8" GWB INSIDE. SEE WALL SECTIONS. EX BLDG A EAST & WEST EXTERIOR WALL: 2X4 WD STUD WALL, SIDING PER ELEVATIONS, 5/8" GWB INTERIOR, W/ BATT INSUL BLDG B EXTERIOR WALL: METAL SIDING PER ELEVATIONS 0/ STL GIRTS W/ BATT INSUL & VB. SEE BLDG SECTIONS. NEW INTERIOR PARTITION: 2X6 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP; OR R -21 BATTS @ WALLS SEPARATING HEATED & NON - HEATED AREAS. NEW INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. NEW INTERIOR PLUMBING WALL: 2X8 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BAITS TYP. w O. N 4 1 1111111111ii11I•1i1i1 BLDG A ROOF PLAN SCALE: 1/8" = 1' -0" N 16' 16' 8' 8' H 1 H 0 4' 4' EXIST LUNCHROOM NO WORK ENLARGED OFFICE PATCH GWB, TAPE & SPACKLE 3' EA SIDE OF REPAIR 0 0 EXIST OPEN OFFICE • PAINT ENTIRE ROOM EXIST 1 m one iRwELL+ ELL EXIS TLT T EX F.E. 0. 0 EXIS FURN -2MECH RM EXIST BREAKROOM D14 r 1I RELOIATED EX F.E. I NEW WALL MNTD STL LADDER TO ROOF HATCH ABV NEW 3/4" ACX PLYWD BACKER. MNT OVER EX GWB TO 3 STUDS MIN 1 EXIST STAIR - EXiST ISTAIRWELL OPEN TO EXIST GARAGE BELOW EXIST OFFICE I- / / / / BLDG A SECOND FLOOR PLAN SCALE: 1/8" = 1' -0" .1 4 r•rlrr•rr1r#21r•rrrlrrrrrriw1l1. .111•111111111 1 N a,.,, . .......",...., ..... RELOCATED F.E. EXIST OPEN OFFICE FURN 1 RELOCATED F.E. NOTE: EXIST DIRE ALARM TO BE UPGRADED AS REQ'D FOR ADDITION OF NEW BUILDING B 1 NEW FURN/ I 1 HP -SEE MECH 1 NEW MEN'S LOCKER RM EXIST GARAGE .11p kV ._.� ��i :i ArA■FA'A∎FA r:i�rNI∎1„ • EXIST �. di= STAIRW LL u EX GENSET EXIST SHOP AREA EX F.E. BLDG A FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" N J 16' 8' 4' 0 16' CBD MOIR 10 & NE m.• • wriliin2 i EXIS TLT •1a "r is EXIST LUNCHROOM NO WORK EXIST OFFICEI REMOVE CARPET AIM IINTE eill RPET EXIST OPEN OFFICE REMOVE CARPET 11 EX PARTITIONS TO BE REMOVED �� II EXIST STS RAGE 1 REMOVE CA 1 qINIIrmak 0 FURN-2 EXI ECH ROCA EXIST BREAKROOM REMOVE CAI*'E 1 EX HP SYSTEM TO BE REMOVED AND REPLACED. SEE MECH DWGS. NEW FRAMED OPN'G THRU ROOF ABV FOR NEW HATCH. SEE STRUC DWGS & DETAILS EXIST STAIR OPEN TO EXIST GARAGE BELOW EX PARTITIONS TO BE REMOVED. SALVAGE DR & FRM. 1 • CUT OPENING FOR 1 RELOCATED DOOR EXIST OFFICE STL COL TO REMAIN SALVAGE (2) F.E. FOR RELOCATION EXIST FOYER & STAIR EXIST OFFICE EXIST OPEN OFFICE J / / / / / / / / / /// / / / / / / / / / / / / / / / / r / / / / / / / / / / / / / / / / / EX GENSET EX GAS MTR 8' 4' 0 EX EXH SHROUD TO BE REMOVED & REPLACED WITH LARGER SHROUD EX ELEC METER N BLDG A SECOND FLOOR EXIST / DEMO PLAN SCALE: 1/8" = 1' -0" cope � ®V�� Pi 0 ppe EX EXH SHROUD TO REMAIN & BE USED FOR NEW WH. SEE MECH FURN - 1 CUT OPENING FOR NEW DOOR BOTH EX HP SYSTEMS TO BE REMOVED AND REPLACED. SEE MECH DWGS. EXIST GARAGE 0 EXIST EXIST ELEC RM SHOP AREA 4 I', DEMO ALL WALLS, FLOORING, CEILINGS, / FIXTURES, ELEC /MECH DEVICES ETC UNO. REVIEW ALL OTHER PLANS FOR EXIST WORK TO REMAIN. TEMP SHORE UPPER FLR FRMG PRIOR TO REMOVING BEARING WALLS. SEE STRUC DWGS. c4) ELEC WH TO BE REMOVED & RE MI MED 1 GAS WH. SEE MECH DWGS CITY OF TUKWiLAI APR 2 8 LOU8 PERMIT CENTER 1 N BLDG A FIRST FLOOR EXIST / DEMO PLAN (1) SCALE: 1/8" = 1' -0" PA6E�BF�D ARCHITECTS P,&, 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM V OC `ll Q w CD w w w (1) 0 W ›- — w W J � Jo a z > 2 CO FLOOR PLANS -BLDG A SHEET A -2.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION or THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED j . ........ GALEN C. PA - E 4 STATE OF WASHINGTON cd SHEET LEGEND: ur,►rrrrrr. -.��► CB) F.O. GIRT VERIFY COL CENTERLINE OFFSET FROM GRID F.O. GIRT EX BLDG A NORTH & SOUTH EXTERIOR WALL: METAL SIDING 0/ STL GIRTS, 2 X FURRING W/ BATT INSUL, 5/8" GWB INSIDE. SEE WALL SECTIONS. EX BLDG A EAST & WEST EXTERIOR WALL: 2X4 WD STUD WALL, SIDING PER ELEVATIONS, 5/8" GWB INTERIOR, W/ BATT INSUL BLDG B EXTERIOR WALL: METAL SIDING PER ELEVATIONS 0/ STL GIRTS W/ BATT INSUL & VB. SEE BLDG SECTIONS. NEW INTERIOR PARTITION: 2X6 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP; OR R -21 BATTS @ WALLS SEPARATING HEATED & NON - HEATED AREAS. NEW INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. NEW INTERIOR PLUMBING WALL: 2X8 WD STUD WALL, 5/8" GWB BOTH SIDES, W/ SOUND BATTS TYP. EX INTERIOR PARTITION: 2X4 WD STUD WALL, 5/8" GWB BOTH SIDES. ROOFING: STANDING SEAM MET ROOF PER SPEC. 0 2' -4" 0 D.S 345.71' D.S. v 13 11'-4" N. 345.62' F.A. INTAKE LOUVER IN DOOR TRANSOM -SEE MECH DWGS & EXT ELEV — IRRIGATION CONTROL PANEL - SEE LANDSCAPE DWGS. PROVIDE BACKING FOR MNT'G. INSTALL A 2" CONDUIT W/ LONG SWEEP THRU SLAB TO EXTERIOR. 29' 2' -4" 11' N / N . v 5" CONC S.O.G. W/ SMOOTH POWER TROWEL FINISH 0/ 4" CRUSHED ROCK BASE. SEE STRUC DWGS FOR REINFORCMENT & OTHER REQU'MNTS. 2' ,1' -4 "y �— CONTROL. JOINTS (CJ) @ 14' O.C., TYP. O.H. SECTIONAL DOOR W/ MOTOR OPERATOR, TYP. VERIFY R.O. 11' 2" 11' -4" SLAB BL ,LICK -OUT FOR STL / FRAME, TYP. \SEE STRUC DWGS/ \ / \ / CJ, TYP STL BLDG FRAME, TYP. PAINT ALL EXPOSED STL. CROSS BRACE THIS BAY 28' f 2' -4" 1 ✓ STL PORTAL FRAME BY BLDG MFR IF REQ'D -COORD OH \ V CLEA5ANCES. IF NOT REQ'D, SEPARATt DDS DO1 & 002 BY ADD 1' -0" (6" EACH A\ - 114' 11' / CONT. MTL GUTTER W/ EACH D.S. CONNECTED TO CISTERN SPEC. • TO MATCH SLOPE (FAN LEVEL), FLASHED W/ 24 GA GALV STL TO MATCH ROOF COLOR. SEE MECH PLANS & SPECS ID T 1 w 0 N ALT # 1. 500 GAL CISTERN (3) TOTAL CONT. MTL GUTTER W/ EACH D.S. CONNECTED TO CISTERN. 0 I L I Q 2' 2' _NI V BUILDING B - SEMI - HEATED VEHICLE STORAGE GARAGE (HEATING SYSTEM UNDER FUTURE PERMIT. ELECTRIC RESISTANCE HEAT NOT ALLOWED) FLOOR AREA: GARAGE - 2,150 SF CARPORT = 700 SF OCCUPANCY CLASSIFICATION: "U"; 3,000 SF MAX PER IBC 406.1.2 OCCUPANCY LOAD: 2,850 SF / 200 SF =14.25 BLDG IS TO BE FIRE ALARMED & CONNECTED TO EXIST BLDG A SYSTEM. WORK IS NIC; BY OWNER a- / w 0 0 11' 6' \ \ \ \ 28' STANDING SEAM METAL ROOFING PER 11' - TRENCH DRAIN & CONC APRON SLOPED TO DRAIN -SEE CIVIL DWGS 345:62' EXH \ F&N ABV- SEE ECH DWGS 1 1 &EXTELFV / 1 - -� X / \ r ►/ -10" / / / / F.E. — 3457/ \ ELEC PANELS - SEE ELEC DWGS. PROVIDE BACKING FOR MNT'G 5' -2" 4 � J 3' --- VERIFY COL • CENTERLINE TO • F.O.STL w a 0 u) ROOF MNTD EXH FAN W/ STRUC CURB 34552' STORM PUMP CONTROLLER & DISCONNECT -SEE CIVIL & ELEC PLANS 346.25' UP ONE STEP ORONO 100 VI NOTE: CARPORT SOG IS WARPED. SEE CIVIL FOR ASPHALT GRADES @ NORTH TRANSITION AND MATCH CONC W/ ASPHALT CJ, TYP 29' 27' UNENCLOSED COVERED VEHICLE STORAGE - (CARPORT) 28' 346-1 ALT # 1: 500 GAL CISTERN (3) TOTAL — LINE OF EAVE ABV LINE OF RIDGE ABV --___,....\ WARNING STRIPES TO BE PAINTED ALONG SLAB EDGE OVER 6" ABV GRADE —. BLDG B ROOF PLAN VERIFY COL CENTERLINE OFFSET FROM GRID w a 0 w D.S. SCALE: 1/8" = 1' - 0" CD oil GIRT N 4 "0 CONC FILLED STL BOLLARD, PAINTED SAFETY YELLOW, TYP. F.O. GIRT RECEIVED CITY OF TUKWILA APR 2 61008 PERMIT CENTER N FLOOR PLAN -NEW VEHICLE STORAGE BUILDING CD SCALE: 1/4" = 1' -0" PAGE�B�AND ARCHITECTS •PS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U H D w w w w J J co co p FLOOR PLAN -NEW BLDG B SHEET A -2.1 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 4/11 /08 DESIGN REV COMMENTS THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ID PAGE & BEARD ARCHITECTS, PS 5329 ' • A ■ r — �l w GALEN C. P ∎ G i STATE OF WASHINGT• NEW SHIELDED LITE FIXTURES TO REPLACE EXISTING, TYP. SEE NORTH ELEV FOR NEW LOCATIONS. SEE ELEC PLANS FOR INFO. NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. BLDG A EX GRND FLR NEW SHIELDED LITE FIXTURES TO REPLACE EXISTING, TYP. SEE ELEC PLANS FOR INFO. NEW FA INTAKE WALL LOUVER -SEE MECH. BIDDER DESIGN TO FINALIZE SIZE AND COORD NEW RELIEF WALL LOUVER -SEE MECH. BIDDER DESIGN TO FINALIZE SIZE AND COORD NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. NEW STL COWLING FLASHED INTO EX SIDING TO WEATHERPROOF NEW CONDUIT WALL PENETRATIONS -SEE ELEC EXIST GEN & ENCLOSURE NEW HVAC HP UNITS BEYOND -SEE MECH NEW BIKE RACKS (2) SEE - 40' 0" BLDG A EX GRND FLR III 1111 ' 111111' ullrurluu '11111'RUU1111uIuiruuuilin uIi'utllluuu.ii 1*u7�ur�I1 111111 - r -1 � 1 - •- r I j 1 — 11. 1 1 20' -11 3/4" cB) rBLDG A EX GRND FLR I•_. EAST ELEVATION - BLDG A NEW BLDG "B" NEW 6' CHAINLINK SECURITY FENCE & GATE W/ BLACK VINYL COATED FABRIC BIKE RAC SCALE: 1/8" = 1' -0" i- 1 14 V • II��II��II ��II����II��II��I��I��I��I��I��� NEW EXH HOOD FOR TLT RM EXH ABV EXIST PENETRATION. PATCH EX PENETRATION AND INSTALL HOOD LARGE ENOUGH TO COVER -SEE M CH - NEW 6' CHAINLINK SECURITY FENCE & GATE W/ BLACK VINYL COATED FABRIC "4 # IC I EXIST EXH HOOD TO BE REUSED FOR NEW WATER HEATER -SEE MECH - - r 7 h I I I I.__ 4 __._ 4 —0— —1 ELEC METER NORTH ELEVATION - BLDG A EX D.S. EX DATA /COM CONDUIT NEW 6' CHAINLINK SECURITY FENCE & GATE W/ BLACK VINYL COATED FABRIC 0 r 4 L_J NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. SCALE: 1/4" = 1-0" NEW SHIELDED LITE FIXTURES TO REPLACE ALL EXISTING, TYP. SEE ELEC PLANS FOR INFO. SOUTH ELEVATION - BLDG A SCALE: 1/8" = 1' -0" 11, h1 tll 1111111111111111 111111111111111 1111111111111111 111111111 11111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111 1111 1111111111111111111111/1111111111111111111111 1rII11II1111II11II111m11II111111111111I11111 11111111111111111111/11111111 111111111111111 11111111111111111111211111111111111111111111 /t 1111 1111111111111111111 11111111111111111 I I 111111111111111111 /1111111111111111111111111 1111 11111111111111/1111111111111111111111111 11111111111111111/11111111111111111111111111 11111111111111112111111111111111111111111111 111111111111111 'A11t11111I111111I111I11I11111 hi11¢, I.4m1.d1 VaHey vrew ses „ Disifilcr P al TROMMIltalt '11111111111111 �` 111111 W I ID nu11n1a1I1I uuu!IIIII11 1111111111111 11111111111111 11111111111111 P 1111111111 1111111 III II14 1 I111111111 I I 1 I 1111111111 1 IIIIIIIIIIIIII IIIIIIIIIIIII� III uuu I III III I lIli 3 I ;III I I I I 11111111 I1IIIIIIIIIIII i'1111III11I1II11 1111111111111111!11111 11111111u11I111t;111111 11111111111111111111111 1111111111111111111111 1111111111111111111111 1111111111111111111111 11111 i -111-1111111111 1ni "- • - -- -- 111111111 It111lI111u1 lllllii 1111111111111111111111 111111111111111 111111 IIIIIIIIIIIIIII IIIIII 11w11uuu1lnu11 1111111111111! • 1111111111111111111111 111111I5111IIIII 111111111111111111114 1111111111111111111111 111101111111111111111■ 1 IIIltltilt11lummllllaillse mI111111It1I11111 1 IliiilQm1t1u ummulusgmamm111t11m1m111111 1111111111111IImINEICHIIM ESEEI11rmm ®ISILEI ,.r 1 I 1 mtl i i �I 111mIIm11111111E1111d11imggqli III qmq I II I ;.:.... r >� } �n 111m m11I11m11I111mm1li mmllull171"�91lIlII I IQ 1 1111111111111mm1111mI11111111m11111 11 1111 1 mmm1111111I1I111 IIIIII dm17I1I91I1I11111I1f Itl 1,,Y a is 1111 11111111111111111 m1Imm111111 11Irr1Q11l I11111I111I7tmI7m11111it1t11111t1111 1 111111 1111111ImI1111m1ummm1l1111mmmm111111 I - 1 u1111i111m1IEn11Ii1 tI111IU11r1ri1r11I1 I 1 „ 1 i I11IIi1111111111I1I lu1iii11111111t1111tE111 ��, +r���•,3 7 11111111111111111111111111111111111111111111111 9 11111111IIIII� 1I1111111IIt111111111111111I1 1111111111111 111111111111111111111111111111 111111111111111I11UNEIIIIIIII1111immIIIIIII l. =swan ` 1 IIIIIIIIII111 '. 11I1111111111111II11I111111111 u1m1911111111111u1111111111111111IIIIIII11 1 II111111IIuI 1111IIII111111111III11111IIuIt 11111111111M1111131111111111111:71 i IIIIIIIIIII IIIII II IIIIIIIIIII III IIIII II III IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII 1` 1 IIIIIIIIIIII1 111111111111111111111111111111 1111111111111111111111111111111111IIIIIIIIMI H1111111111111111111111111111 11114111111111111111111111111111111111111111 x 2 s i; x . yam, 111 IIIIIIIIIuII1 .'''� NEW E URITY CHAINLINK 6C SECURITY & GATE W/ BLACK VINYL COATED FAB IC NEW SHIELDED LITE FIXTURES TO REPLACE EXISTING, TYP. SEE NORTH ELEV FOR NEW LOCATIONS. SEE ELEC PLANS FOR INFO. NO WORK TO BLDG "A" EXTERIOR EXCEPT AS NOTED. — EX ADDRESS # S EX SIGNAGE DEWALK NEW CONC SIDEWALK EXTENSION 0" BLDG A EX GRND FLR — NEW CONC CURB • WEST ELEVATION - BLDG A SCALE: 1/4" = 1' -0" REVIEW . CODE COMPLIANCE APPROVED JUL 0 7 2008 City Of Tukwila ILDING DM ION RECEIVED CITY OF Ti ttKW)LA APR 28 /lilt8 PERMIT CENTER . ,IRIIIIIIIII11 PA6E�B�ARII ARCHITECTS• P. '' 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM EXTERIOR ELEVATIONS - BLDG A SHEET PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED �- AR T GALEN C. P L GE STATE OF WASHINGT } NEW GAS WH- 7 Q 3 5 6 an So SEE MECH DWGS NEW EXH HOOD FOR COMBO EXH FAN FROM MEN'S & WOMEN'S TLT RMS. INSTALL HOOD LARGE ENOUGH TO COVER PATCH OVER EX PENETRATION EX TLT RM TYP SUSP GWB CLG SYSTEM LOCKERS BEYOND o 0 1 _1 OF TLT RTMENT TO W TLT EX2X10 FLR JST & GL BM BEYOND NEW BMS PER STRUC GWB SOFFIT TYP TACTILE SIGNAGE EX OPEN OFFICE EX SAT CLG. NOTE MIN CLR @ GL LAM FOR DUCTWORK EX OPEN OFFICE EX SIDE STAIR NEW WOMEN'S TLT /SHWR RM TO HALL ENLARGED OFFICE TLT SHWR RM TO HALL TO HALL NEW LOCKER EX SIDE STAIR EX 2 X 10 FLR JST NEW BMS PER STRUC EX BREAK AREA I r I � NEW "HYBRID" / 1 I GAS FURN - SEE / / II I 1 l!iI 1 I 111! EX MECH MECH DWGS EX SIDE STAIR NEW ROOF HATCH N -S BUILDING SECTION SCALE: 1/4" = 1' -0" NEW "BIDDER DESIGNED" COMBO FURN FLUE THRU ROOF -SEE MECH DWGS. PROVIDE ALL RES'D FLASHING NEW 3' X 2' "BIDDER DESIGNED" RELIEF VENT THRU WALL -SEE MECH DWGS. ENLARGE EX PENETRATION LOCATION N -S BUILDING SECTION SCALE: 1/4" = 1' -0" a r EX LUNCHROOM EX ENTRY FOYER EX MAIN STAIR NEW COMBINED FURNACE FLUE THRU ROOF. PROVIDE ALL NECESSARY FLASHING NEW ROOF HATCH - =L_ C v .--- NEW "HYBRID" GAS /HP FURN- SEE MECH DWGS NEW WALL LADDER EX MECH RM - - NEW "HYBRID" GAS /HP FURN- SEE MECH DWGS :4 NEW 3' X 2' ECONOMIZER F.A. INTAKE & RELIEF LOUVERS FOR BOTH FURNACES -SEE MECH DWGS NEW "BIDDER DESIGNED" DUCTWORK -SEE MECH DWGS FOR ADD INFO NOTE: "BIDDER DESIGNED" RELIEF DUCTWORK & LOUVER NOT SHOWN -SEE MECH DWGS FOR ADD INFO EX GARAGE . 10 0 oN►p1.i , NC e C°�� C 0914.0V0 O.01 2- . 1 • • E -W BUILDING SECTION SCALE: 1/4" = 1' -O" E -W BUILDING SECTION SCALE: 1/4" = 1' -0" 1 ENLARGED OFFICE EX OFFICE NEW BEAMS - SEE STRUC DWGS NEW SUSP GWB CLG SYSTEM, TYP NEW WOMENS TLT SHWR RM EX 2 X 10 FLR JST HUNG FROM NEW BM -SEE STRUC ADA SHWR ADA SHWR EX HALL GWB SOFFIT @ BO EX STRINGERS NEW MENS TLT SHWR RM EX BACK STAIR EX GARAGE . .. ... ..1. {4: RECE CITY OF T KUNILA APR 2 2008 PERIM!T CENTER PAG & IEARD ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM U f i°°w ce v) Q C7 L.LJ W LL' N 0 W J � w D O W J oc —! o Q z co (.0 CO d7 BUILDING SECTIONS - BLDG A 1 SHEIT A -3.1 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: Q 4/11 /08 DESIGN REV COMMENTS THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS 5329 REGIST ED ARC ' TEC 4 * GALEN C. PAG STATE OF WASHINGTON a s P o 4' 2' 0 i re' 1 F � �.�iW.w FT �niryi•r rFw rFiiri���iir'� � vW.�� s!� µ � „Rq ,M� /�F �AIV nt �Y AV (W k ". J''.tF .n'. ✓.Y � ?fire t,y ,.,t 9� �� `u «iy,, �.Ft ..ilk% E I P IF s$'Y � 1 l' . 1 .1 e wR•■ ari' � iY i i'� / frdy 16' 16' ROOF MNTD EXH FAN -SEE MECH. SUB -CURB TO MATCH SLOPE; FLASHING TO MATCH ROOF COLOR SHIELDED LIGHT FIXTURE -SEE ELEC HM STL WNDS W/ INSUL GLASS UNITS STANDING SEAM MET ROOFING METAL SIDING #1 TO MATCH BLDG A DEEP RIB METAL SIDING #2 INSTALLED HORIZ �6' H CHAINLINK FENCE W/ BLACK VINYL FABRIC 500 GAL RAINWATER CYSTERN (3) -ALT # 1 6' 8' 4' 4' 0 0 1, 4 EAST ELEVATION - BLDG B SCALE: 1/8" = 1' -0" MET FACIA, TYP ALL AROUND. COLOR TO MATCH ROOFING MET SIDING #1 INSIDE & OUT ON GIRTS @ CARPORT STL FRAME BY MET BLDG MFR'R. PAINT TO MATCH ROOFING, TYP ALL FRAMES TYP CONC FILLED STL BOLLARD, PAINT 16' 8' 4' 0 12 I -- WO ISO w . f ii..�..� F'..f °:±.:. r..-r 'eA�. -s'; •.Yr• -. iY:-:r.• +.. -..t' :P +L - d- • r .'IrF.1G•rP it IYi'i • Y. ✓. ' �.• �. � h : 4 it iKi •'.fr• Ir•r'r it :. ih wlrui•Id�v Ii►� ��i • Y M• �r'�r ��r �,y' w�� 1l � � �f '�rr. te n� .o...�i� ".'" r mil' /1,74 w � ` �� �,;' .,'. k' ee �:h' C xr 6 • wT .d SOU TH ELEVATION - BLDG B SCALE: 1/8" = 1-0" ROOF MNTD EX FAN BEYOND - SEE MECH FOR ADDITION REQ'MNTS. 3' X 4' FA INTAKE LOUVER PER SPEC -SEE MECH FOR ADDITION REQ'MNTS. MET SIDING # 1 PER SPEC MET SIDING # 2 PER SPEC WEST ELEVATION - BLDG B 0 SCALE: 1/8" = 1-0" ±0.00' J. EMLL YnlIuhIIIInrnni� ml fl 111#111111#llI t'.q# a f'. IIIII N% a 11111111111111 111113111111 'N 1111Rrnnlrn nrIIl1II11 #11IIRuuI lrrrrll 7hIII 1111111111M111111111 111110 :.II ii11i iti l t l � 111111 r r 1I 111 IIIl1II1n run • fir'. ' : y . rN i BLDG A EX GRND FLR STANDING SEAM MET ROOFING SHIELDED LIGHT FIXTURE -SEE ELEC INSUL STL OH DRS W/ INSUL GLASS UNITS, TYP -PAINT TO MATCH ROOFING METAL SIDING #1 TO MATCH BLDG A DEEP RIB METAL SIDING #2 INSTALLED HORIZ NORTH ELEVATION - BLDG B SCALE: 1/4" = 1' -0" 500 GAL RAINWATER CYSTERN (3) -ALT #1 CONC FILLED STL BOLLLARD, TYP OF 22 ECEIVED F U K T ��n u�l APR 2 8 'tutu PERMIT CENTER ...rllg llllll���� 0 PAGE & IARD 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM Uo � w ce v) a 0 (5 � Q W 0 W LL' � z 0 W � w D O ›- 2 LU J J o Qz O • CO O i CO I— d' EXTERIOR ELEVATIONS - BLDG B ! HEE S T A -3.2 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED AP CITE GALEN C. PAGE STATE OF WASHINGTON 6" PERF FTG DRAIN, TYP 6" PERF FTG DRAIN, TYP C JI: NOTE: ELEC PANELS -SEE ELEC. PROVIDE BACKING AS REQ'D FOR MOUNTING INSUL HM DR (U -0.6 IN), TYP GARAGE NOTE: ALL VB'S TO BE TAPED AND SEALED COMPLETELY PER WSEC STL BLDG FRAME, TYP. PAINT ALL EXPOSED STL. CROSS BRACE THIS BAY HM WND FRAME, TYP. PAINT VERT 20 GA SECONDA FRAMING TO ATTACH H SIDING 111111111111111111111111 111111111111111111111111 1II111u 111u11I 11111, 11 111111111111111111111111 111111111111111111111111 111111111111111111111110 1,1111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 111111111111111111111111 IIIIIIIIIIIlIIII11 11 iiiiiiiiiiiiiiuiiuuuuu 11 METAL SIDING PANELS �— METAL SOFFIT PANELS CARPORT �a IF 'mss rf F 51! 5;7 72a a j ' g a :a tic r _ � a �e a : ` :mss :mss 14. , ` �a Via �a tip .�a �z : tee `s '42E2.4 ;rc�a , `a 'IF ay? a ` IT = m = r r a •7a jir � ` ..� �'I• '� ' ' �1 ``` �1� ` � ` �s- `` `��• r i � ! � �►��� ti �ti�� �1� titi�� �Z�� *'+� � - �* '�� �*+ �� � `�� i0 �4 iO�� �`a� i i��� �� �� � '�� 11+ titi . 1%.14' PROVIDE ALL REQ'D SUPPORT FRAMING FOR TRACKS AND OPERATORS PER DR MFR REC, TYP .�. _ - NA •Ir Me Vir . 11 7 - FA INTAKE LOUVER PER SPEC -SEE MECH FOR ADDITION REQ'MNTS. STL JAMBS FULL HT TO EAVE STRUT PER DR MFR REQ'MNTS, TYP INSUL OH DR (U -0.6 MIN), TYP R -8 CONDENSATE BATTS & VB ALL LLS,_TYP STL FRAME- PAINT, TYP NOTE: ALL VB'S TO BE TAPED AND SEALED COMPLETELY PER WSEC p 11' -2" MET SIDING PER ELEV'S & SPEC 4' -4 1/2" MET SIDING ( HORIZ) PER ELEV'S & SPEC - 5 3/4" MEI r 0" t� %t MET FLASH 0/ RIGID +1e; INSUL, TYP • -t3I N NW- 6" PERF FTG DRAIN, TYP MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE (R -21 MIN), TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. 5 NOTE: NOT ALL STRUCTURAL COMPONANTS ARE SHOWN. COORD. LOCATIONS OF ALL GIRTS TO ALIGN W/ DR HEADS, SILLS ETC. COORD FLANGE BRACING W/ DOOR TRACKS, OPERATORS ETC. RIDGE CAP 12 MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE (R -21 MIN), TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. N -S BUILDING SECTION . 1?) LIGHT FIXTURE, TYP p 4' -4 1/2" �— BOLLARD, TYP 6" PERF FTG DRAIN, TYP SCALE: 1/4" = 1' -0" 19' -8 1/4" Q 1 5' 3/4" p 12' -8 1/2" 10' -4 1/2" Q 1 p 4 1/2" A EX GRND FLR MET FLASH 0/ RIGID INSUL, TYP -1' -9" B.O. FTG PROVIDE ALL REQ'D SUPPORT FRAMING FOR TRACKS AND OPERATORS PER DR MFR REC, TYP STL JAMBS FULL HT TO EAVE STRUT PER DR MFR REQ'MNTS, TYP NOTE: ALL VB'S TO BE TAPED AND SEALED COMPLETELY PER WSEC • r".x- ' I ' ter. ' . J� r_a.1 � `i�a�l /JJ; / /J /'" % Z f� ` 1�- 0 ,-,: : e rr �� . �� INSUL HM WND (U -.55 MIN) MET SIDING (HORIZ) PER ELEV'S & SPEC 6" PERF FTG DRAIN, TYP 12' -4 3/4" p 7'-11 3/4" MET SIDING PER ELEV'S & SPEC p 4' - 4 1/2" PROVIDE SECONDARY FRAMING FOR JACKSHAFT OPERATOR MNT'G PER MFR REQ'MNTS, TYP cB) STL JAMBS TO EXTEND TO STRUCTURE ABV COUNTERBALANCE PER DR MFR REQ'MNTS, TYP MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE (R -21 MIN), TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. 5 3 MET ROOFING 0/ STL PURLINS W/ BATTS FILLING ENTIRE PURLIN SPACE (R -21 MIN), TYP. INSTALL CONT VB TO B.O. PURLINS PER SPEC. RIDGE CAP \J p 19' -8 1/4" PORTAL FRAME MUST CLEAR DOOR TRACK & MECHANISMS. VERIFY MIN HT N -S BUILDING SECTION SCALE: 1/4" = 1' -0" b9,1 15' -3 3/4" p 12' -4 1/2" 4 1/2" BLDG A EX GRND FLR p -1' -9" 6" PERF FTG B.O. FTG DRAIN, TYP PROVIDE 1 /4" STL BACKER PL & SECONDARY FRAMING FOR COUNTERBALANCE PER DR MFR REQ'MNTS, TYP PROVIDE SECONDARY FRAMING FOR EXH FAN. COORD W/ MECH AND CURB MFR REQ'MNTS, TYP p 12' -4 3/4" p 11' -10 1/2" P' 11' -2" - --� MAN - GATE BEYOND 1 p 0" 6" PERF FTG DRAIN, TYP MET ROOFING 0/ STL PURLINS W/ 1 BATTS FILLING ENTIRE PURLIN SPACE (R -21 MIN), TYP. INSTALL CONT VB TO B.O. PURLINS PER 1 SPEC. 1 5 12 coo cotreoc e N vioto \\ co RECEIVED CITY OF TUKWILA APR 2 81008 PERMIT CENTER E -W BUILDING SECTION RIDGE CAP N -S BUILDING SECTION ❑ ❑ R -8 CONDENSATE BATTS & VB ALL WALLS, TYP INSUL OH DR (U -0.6 MIN), TYP STL JAMBS FULL HT TO EAVE STRUT PER DR MFR REQ'MNTS, TYP NOTE: ALL VB'S TO BE TAPED AND SEALED COMPLETELY PER WSEC STL PORTAL FRAME BY BLDG MFR IF REQ'D - COORD OH DR CLEARANCES. IF NOT REQ'D, SEPARATE DRS DO1 & D02 BY ADD 1' -0" (6" EACHWAY) SIDING 0/ INTERIOR CURTAIN WALLS @ CARPORT, TYP 4 "0 CONC FILLED STL BOLLARD, PAINTED SAFETY YELLOW, TYP. +0 " 6' PERF FTG DRAIN, TYP -1' -9" B.O. FTG SCALE: 1/4" = 1' - EXH HOOD BEYOND. STRUCTURAL CURB TO BE FLASHED W/ ROOFING METAL Q 1 5'-3 3/4" LIGHT FIXTURE -SEE ELEC STORM WATER PUMP CONTROLLER AND DISCONNECT -SEE CIVIL & ELEC PLANS -1' -9" 6" PERF FTG B.D. FTG DRAIN, TYP SCALE: 1/4" = 1' -0" E -W BUILDING SECTION SCALE: 1/4" = 1-0" BLDG A EX GRND FLR 1 2'-8 1/2" 11 -10 1/2" VARIES -SEE CIVIL BLDG A EX GRND FLR .w rimer r = r..ar�rc i. r. A� a.�r r'. �r. w. �. r. y w. rr �n.'�r.� �r��r�ar�r. �;-r..r r. rry ;r ray zisJr rit.�,� }0" � � vr l�� 4 a % /a��/ a� `aC a � aCt � � ' �= 1'I� BLDG A EX GRNI ��I R F FTG �� / /_a����� /.G� � . 90-4,-r"-r,40.... 90-4,-r"-r,40.... 90-4,-r"-r,40.... " R 1 ��_ 6 PE �� /�� %% ILi& DRAIN, TYP � - or low L -1 ' - 9 " B.O. FTG PAGE &BBA� ARCHITECTS R 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U El w 0 (9 W W LL' � 0 W > w W J � o Q z 4J 0 0 CQ IY CO r- d7 CO BUILDING SECTIONS - BLDG B SHEET A -3.3 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED A • GALEN C.PAGE STATE OF WASHINGTON 2 g m N 0 in 0P 1%, I Al • D14 PATCH, FIN & PAINT TRANSITION 3' -10 15/ 5 1/2" 1 1 1 1 1 H 1 1 16R. @ 7 1/4" I 1 15 T. tO' 1 1 1 I H I 1 I I I I I 16 R. @ 1 7 1/4" 1 15T. o I I I I I I I RELOCATE EX F.E. NEW 2 X 6 STUD PARTITIONS W/ R -19 BATTS RELOCATE EX COAT H00K BARS II SALVAGED & RELOCATE6 DR & FRAME 1 RELOCATE EX COAT H0O ( BARS 1 N N Cr) EX 2 X 4 WALL W/ NEW R -13 BATTS & WR GWB ON TLT RM SIDE 3 1/2" 3 1/2" T — I - I PT DISP I L 6' -3 3/4" NOTE: ALL NEW INT PARTITIONS AND EXIST TLT RM WALLS TO HAVE R -13 SOUND BATTS INSTALLED; EXCEPT SHOWER WING WALLS. 3 1/2 ", 3 1/'" 1' -11 1/2" / 111\lIl /IPIT// i / H L 51 SHELF W/ (3) TOWEL HOOKS CURTAIN ROD J (5) LOCKERS PER SPEC 0/ fit(z.„,...... RAISED PLATFORM I / 3 1/2" 60" DIA D1O 36" X 48" N 5' -1 1/4" I 1 \ III I 1 1 x 6� *WI! rr4,1,.. MEI m 1� N rn CO / I 3C "X48 COMPARTMENT PARTITION 4' -11" TP DISP SN DISP GRAB BARS 2 X 8 PLMBG WALL VERIFY THIS OVERALL DIM AFTER DEMO & REPORT TO ARCHITECT 3 1/2" 81/ i (9) LOCKERS PER SPEC 0/ �® RAISED P ATFORM ADA CLR FLR SPACE ZONES,TYP URINAL 21'-11 1/2" A SHOWER FOLD -DN SEA L7 1 ,' w Cy w COMPARTMENT PARTITION -" co 4'-1 1 " GRAB BARS TP DISP - N \ \\ / CO N M Itn 30 "X4 j co 12' -1 7/8" NEW 2 X 6 WD STUDS @ 16" O.C., 5/8" GWB EA SIDE & R -19 BATTS 60" DIA SHELF W/ (2) TOWEL BOOKS CURTAIN ROD / / 36" X 48" j T — 1 I L I 3/4" \� In N 60" DIA < N m 3' -6 3/4" X 60" SHELF W/ (3) TOWEL HOOKS T\ BENCH 0/ PEDESTALS PER SPEC `A EX POST `l NEW POST IP II 5'X3' 11 MIRROR T I N J SOA DISP \ v 2.1 5 1/2" 51 "X6J PT DISP 3'-1/4' SHOWER 3 1/2" 1 E{ MOP SINK NEW FTG- SEE STRUC E-EX2X4 WALL W/ NEW R -13 BATTS & WR GWB ON TLT RM SIDE \ \ RECEIVED CITY OF TUKWILA APR 2 8 2008 PERMIT CENTER N —44 4\ PA6E�B&��II ARCHITECTS R& 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM U H N w w N w w J J U Li] ce O a w 0 w Z 0 Z J W D 0 w 0 Z PARTIAL ENLARGED PLANS SHEET A -4.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 40" - - -- - - - -- 1 5 nTYP DESIGN OWNED BY THE ARCHITECT AND Vi GWB ' I —'. X15 "TYP EXIST - ID D0[DD IVP o 0 _DD �D[D WALL WALL GWB 11 MIRROR 9 o DDD 00:0 TOI PART . ION I� 1 O e GWB O e O e= -9,� . • 6 L P. LAM — — — GWB — 1: . n :: MIRROR 9 .11 -9. e \._ TRAP f �I P.LAM _ i -9.I , . L 1 7 " TRAP TYP II 1 I 1 COVER, ' I TRAP TYP 1 1 1I COVER „oE „tis I -e--r -.1.._ , ♦_ PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 40" - - -- - - - -- 1 5 nTYP DESIGN OWNED BY THE ARCHITECT AND X GWB ' EXCEPT BY PRIOR ARRANGEMENT IN WRITING X15 "TYP EXIST NEW ID D0[DD IVP o 0 _DD �D[D WALL WALL GWB 11 MIRROR 9 o DDD 00:0 TOI PART . ION I� 1 O e O O e O e= -9,� U L P. LAM . 1: n n :: e e e \._ TRAP TYP J P.LAM , . L PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 40" - - -- - - - -- 1 5 nTYP DESIGN OWNED BY THE ARCHITECT AND X GWB ' EXCEPT BY PRIOR ARRANGEMENT IN WRITING GWB 1 b I ID D0[DD IVP o 0 _DD �D[D o (V 000 DD D MIRROR 9 o DDD 00:0 TOI PART . ION I� 1 ▪ 100_ !!� 42" i OPP ADA SHOWER 0 -9,� U L P. LAM 1 1: n n COVER, II 1 \._ TRAP TYP J , . L PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 40" - - -- - - - -- 1 5 nTYP DESIGN OWNED BY THE ARCHITECT AND X GWB ' EXCEPT BY PRIOR ARRANGEMENT IN WRITING GWB 1 b I ID D0[DD IVP o 0 _DD �D[D ▪ D]000 DD D 000 DD D J000 DDED o DDD 00:0 [001 00[DD 10001 00[00 ▪ 100_ !!� 42" y U L P. LAM 1 n n n r-i PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 40" THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR ' EXCEPT BY PRIOR ARRANGEMENT IN WRITING GWB 5329 REGISTERED . A' - C ; �& GALEN C. P • G :$ STATE OF WPSHINGTON 42" y P.LAM. 1 1 o J , . L PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED . A' - C ; �& GALEN C. P • G :$ STATE OF WPSHINGTON S WOMEN'S TOILET /LOCKER RM / SCALE: 3/8" = 1' -0" -.- E WOMEN'S TOILET /SHOWER RM SCALE: 3/8" = 1' -0" SUSP GWB CLG SYSTEM GWB SOFFIT 0/ STAIR STRINGERS SHOWER STALL CURTAIN ROD. CURTAIN NOT SHOWN SHELF W/ TOWEL HOOKS P.T. DISP STL ANGLE BRACKET, TYP COUNTER SUPPORT BRACKET E MEN'S TOILET /LOCKER ROOM SUSP GWB CLG SYSTEM o o 8 1/4" SHOWER STALL 11 VERIFY BENCH HT PRIOR TO CONSTR LOCKER PLATFORM SHELF & HOOKS _I I I GWB P.LAM CO U GRAB BARS TP DISP 42" 8 3/8 "` 40" SUSP GWB CLG SYSTEM - 5 STL LOCKERS PER SPEC W/ SLOPED TOP GRAB BARS -BENCH PER SPEC - BASE PER - "SCHED l J o SUSP GWB CLG SYSTEM S MEN'S TOILET /SHOWER RM SCALE: 3/8" = 1' -0" SUSP GWB CLG SYSTEM 5 STL LOCKERS PER SPEC W/ SLOPED TOP PAPER TOWEL DISP PER SPEC BENCH PER SPEC COVED BASE PER SCHED - e0 14 01 5 k ? ' SUSP GWB CLG SYST �� Q�� 9 STL LOCKERS PER SPEC W/ END CLOSURE PANELS & SLOPED TOP BENCH PER SPEC COVED BASE PER SCHED N MEN'S LOCKER RM SCALE: 3/8" = 1-0" SHELF & HOOKS TC LET PAF TITION o GWB P.LAM. Y GWB P.LAM. 11 SHELF W/ HOOKS N WOMEN'S TOILET /SHOWER RM OMEN'S TOILET /SHOWER /LOCKER RM SCALE: 3/8" = 1' -0" 15" 15" 4" f CURTAIN ROD GRAB BARS FOLD DN SEAT P.LAM ADA SHOWER 0 SHELF & HOOKS SCALE: 3/8" = 1' -0" GWB P.LAM > J TS IUr SUSP GWB CLG SYSTEM w SUSP GWB CLG SYSTEM O M to N MENS SHOWER SCALE: 3/8" = 1' -0" W MEN'S TOILET /LOCKER RM SCALE: 3/8" = 1' -0" SUSP GWB CLG SYSTEM LOCKERS PER SPEC BENCH PER SPEC RECEIVED CITY OF TUKWILA APR 2 81008 PERMIT CENTER U cl- w C9 Q LI] � W '-� z 0 Q W J � w D 0 W � J ce Jo aZ > 2 PA6E&BBApD ARCHITECTS RS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.COM CO 67 INTERIOR ELEVATIONS SHEET A -5.0 1 481 6 Military Road South PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: ] TO MATCH TILES JVITH NEW. EX. @ NEW /EX 1 1 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING © PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ARC - Z.- . . GALEN C.P • � STATE OF WASHINGTON 3 5 SHEET LEGEND co 4' 2' EXIST 2 X 4 LIGHT FIXTURE TO REMAIN. (Ev I EXIST 2 X 4 LIGHT FIXTURE TO BE REMOVED. NEW 5/8" GWB SOFFIT /CLG 0/ "ARMSTRONG SHORTSPAN" SYSTEM. EXIST SAT & GRID TO REMAIN. NEW SAT & GRID TO BE SPLICED INTO EXIST AS REQ'D. EXIST HVAC SUPPLY DIFFUSER. SEE MECH FOR MODIFICATIONS. r NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -0" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. H LINE OF EXIT LUNCHROOM NO CLC WORK 1 HIS STACE- UNO 7EMO'D WALL EXIST OPEN OFFICE NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL NO CLG WORK THIS SPACE -UNO 1 EXIST TLT NO CLG WORK THIS SPACE -UNO FURN -2 =XIST BREAKROOM MI 0 NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL EXIST MECH ROOM NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL NO CLG WORK THIS SPACE -UNO r NEW ROOF ACCESS HATCH CUT INTO EXIST ROOF. SEE STRUC DWGS FOR NEW SECONDARY FRAMING. REMOVE SAT & GRID @ NEW HATCH LOCATION. EXIST GARAGE NO CLG WORK THIS SPACE -UNO REPAIR OR REPLACE GRID & TILES AS REQ'D AFTER NEW PARTITION WORK. RELOCATE EX LIGHT FIXTURE AND SPEAKER TO THIS CLG. EXIST STAIR REPLACE GRID TO MATCH EX. RLPtA(;L NAR I IAL 1 ILES L NLW /EX TRANSITION WITH NEW. EXIST OFFICE 8' 4' 2' 0 1 J BLDG A -2ND FLR RCP / CLG DEMO PLAN ED SCALE: 1/4" = NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -0" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. EXIST FOYER & STAIR NO Cl_.] WORK THIS 1 N EXIS OFFICE N 0 CLG WORK TI- IS SPACE SOFFIT CONFI EXIST OPEN OFFICE NO CLG WOFK THIS SPACE -UNO EX SAT GRID AND TILES TO B 1 0 _1 » 8' .10 T.B.O. DEMO EX SAT GRID AND TILES, FIXTURES ETC AS REQUIRED FOR NEW CONSTR 0 FURN- 1 Iv NO CLG WORK THIS SPACE -UNO 32A EXIST GARAGE NEW 5/8" GWB SOFFIT 0/ "ARMSTRONG SHORTSPAN" SYSTEM. SHEET & FINISH EXPOSED VERT FACE, TYP. NEW 5/8" GWB CLG 0/ "ARMSTRONG SHORTSPAN" SUSP SYSTEM, TYP. COORD. CLG FRAMING W/ ELEC & MECH DWGS. "ARMSTRONG SHORTSPAN STRONGBACK" @ MIDSPAN SUSP'D FROM STRUC ABV @ 4' 0.C., TYP ALL SPANS OVER 6' OR AS REQ'D BY MFR. < NEW 5/8" GWB CLG 0/ NEW SLOPED 2 X 4 FURRING FOLLOWING EX STAIR < STRINGERS. FRAME SLOPED SOFFIT FLUSH W/ B.O. STRINGERS & EXTEND TO EX JOISTS. DEMO EX CLGS & FURRING, LIGHT FIXTURES & ALL OTHER CLG APPURTENANCES, TYP. EXIST ELEC RM HP -2 NO CLG WORK THIS SPACE -UNO P-1 NO CLG WORK THIS SPACE -UNO BLDG A--1ST FLR RCP / CLG DEMO PLAN ED SCALE: 1/4" = RECEIVED CITY OF TI IKVVILA APR 2 8 Yuu8 PERMIT CEN1 ER PAG��BEA� ARCHITECTS. RS 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM co oo CO REFLECTED CLG PLANS SHEET A -6.0 REPLACE REPLACE TRANSITION GRI PARTIAL ] TO MATCH TILES JVITH NEW. EX. @ NEW /EX 1 1 1 0 © I 1 1 0 1 I I \ / 10 \ ENLARGED O =FILE 1 I 1 3 5 SHEET LEGEND co 4' 2' EXIST 2 X 4 LIGHT FIXTURE TO REMAIN. (Ev I EXIST 2 X 4 LIGHT FIXTURE TO BE REMOVED. NEW 5/8" GWB SOFFIT /CLG 0/ "ARMSTRONG SHORTSPAN" SYSTEM. EXIST SAT & GRID TO REMAIN. NEW SAT & GRID TO BE SPLICED INTO EXIST AS REQ'D. EXIST HVAC SUPPLY DIFFUSER. SEE MECH FOR MODIFICATIONS. r NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -0" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. H LINE OF EXIT LUNCHROOM NO CLC WORK 1 HIS STACE- UNO 7EMO'D WALL EXIST OPEN OFFICE NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL NO CLG WORK THIS SPACE -UNO 1 EXIST TLT NO CLG WORK THIS SPACE -UNO FURN -2 =XIST BREAKROOM MI 0 NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL EXIST MECH ROOM NO CLG WORK THIS SPACE -UNO EXIST STAIRWELL NO CLG WORK THIS SPACE -UNO r NEW ROOF ACCESS HATCH CUT INTO EXIST ROOF. SEE STRUC DWGS FOR NEW SECONDARY FRAMING. REMOVE SAT & GRID @ NEW HATCH LOCATION. EXIST GARAGE NO CLG WORK THIS SPACE -UNO REPAIR OR REPLACE GRID & TILES AS REQ'D AFTER NEW PARTITION WORK. RELOCATE EX LIGHT FIXTURE AND SPEAKER TO THIS CLG. EXIST STAIR REPLACE GRID TO MATCH EX. RLPtA(;L NAR I IAL 1 ILES L NLW /EX TRANSITION WITH NEW. EXIST OFFICE 8' 4' 2' 0 1 J BLDG A -2ND FLR RCP / CLG DEMO PLAN ED SCALE: 1/4" = NOTE: 1. SEE ELECTRICAL DRWGS FOR LIGHTING INFO, EMERGENCY LIGHTING, SWITCHING. 2. SEE DETAILS AND SPEC'S FOR MATERIAL INFO. 3. CLG HEIGHTS ARE FROM CONC SUBFLOOR (0' -0" DATUM) TO TOP OF FINISH (FRAMING). 4. CLG GRIDS ARE EXISTING. REUSE MATERIAL AS PRACTICAL; PROVIDE NEW AS NECCESSARY TO COMPLETE WORK. 5. SEE MECH DRAWINGS FOR INFO RELATING TO NEW HVAC SYSTEM. DIFFUSER LOCATIONS SHOWN ARE EXIST AND CAN CHANGE WITH NEW "BIDDER" DESIGN. EXIST FOYER & STAIR NO Cl_.] WORK THIS 1 N EXIS OFFICE N 0 CLG WORK TI- IS SPACE SOFFIT CONFI EXIST OPEN OFFICE NO CLG WOFK THIS SPACE -UNO EX SAT GRID AND TILES TO B 1 0 _1 » 8' .10 T.B.O. DEMO EX SAT GRID AND TILES, FIXTURES ETC AS REQUIRED FOR NEW CONSTR 0 FURN- 1 Iv NO CLG WORK THIS SPACE -UNO 32A EXIST GARAGE NEW 5/8" GWB SOFFIT 0/ "ARMSTRONG SHORTSPAN" SYSTEM. SHEET & FINISH EXPOSED VERT FACE, TYP. NEW 5/8" GWB CLG 0/ "ARMSTRONG SHORTSPAN" SUSP SYSTEM, TYP. COORD. CLG FRAMING W/ ELEC & MECH DWGS. "ARMSTRONG SHORTSPAN STRONGBACK" @ MIDSPAN SUSP'D FROM STRUC ABV @ 4' 0.C., TYP ALL SPANS OVER 6' OR AS REQ'D BY MFR. < NEW 5/8" GWB CLG 0/ NEW SLOPED 2 X 4 FURRING FOLLOWING EX STAIR < STRINGERS. FRAME SLOPED SOFFIT FLUSH W/ B.O. STRINGERS & EXTEND TO EX JOISTS. DEMO EX CLGS & FURRING, LIGHT FIXTURES & ALL OTHER CLG APPURTENANCES, TYP. EXIST ELEC RM HP -2 NO CLG WORK THIS SPACE -UNO P-1 NO CLG WORK THIS SPACE -UNO BLDG A--1ST FLR RCP / CLG DEMO PLAN ED SCALE: 1/4" = RECEIVED CITY OF TI IKVVILA APR 2 8 Yuu8 PERMIT CEN1 ER PAG��BEA� ARCHITECTS. RS 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM co oo CO REFLECTED CLG PLANS SHEET A -6.0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDrt1ONs TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ID PAGE & BEARD ARCHITECTS, P5 5329 REGISTERED lit.)11 A CHITS A, ALEN C. PA E STATE OF WASHINGTON 2' 2' 2' 5 5 ; y� ag 1' 1' 1' 6" 6" 6" 0 0 0 S$ sY 2'1 1' 6" 0 aL 11 ‘ 5/8" LIGHT FIXTURE BEYOND -SEE ELEC & EXT ELEVS GRID LINE, FACE OF STL AND FND. - VAPOR BARRIER 0/ BATTS INTERIOR LINE OF GIRTS STL GIRT BY BLDG MFR H.M. HEAD PER SPEC, PAINTED. H.M. WND FRAME W/ STOPPED IN INSUL GLASS UNITS, TYP JAMB TRIM BEYOND, PAINT TO MATCH SIDING STL SIDING PER SPEC, CLOSURE STRIP AND HEAD TRIM OVER BATTS, FASTENED TO STL GIRTS. TYPICAL HM WND HEAD SCALE: 1" = 1' -0" GRID LINE, FACE OF STL AND FND. JAMB TRIM BEYOND, PAINT TO MATCH SIDING H.M. WND FRAME W/ STOPPED IN INSUL GLASS UNITS, TYP 24 GA GALV & PAINTED SILL PAN, TURN UP BACK AND SIDES FOR COMPLETE SEAL, TYP STL GIRT BY BLDG MFR INTERIOR LINE OF GIRTS VAPOR BARRIER 0/ BATTS STL SIDING PER SPEC & CLOSURE STRIP, FASTENED TO STL GIRTS. TYPICAL HM WND SILL SCALE: 1" = 1 -0" - VAPOR BARRIER 0/ BATTS INTERIOR LINE OF GIRTS H.M. WND FRAME W/ STOPPED IN INSUL GLASS UNITS, TYP. PAINT TO MATCH ROOF GRID LINE, FACE OF STL AND FND. — SEALANT & BACKER ROD, TYP - JAMB TRIM BEYOND, PAINT TO MATCH SIDING STL SIDING PER SPEC, CLOSURE STRIP AND HEAD TRIM OVER BATTS, FASTENED TO STL GIRTS. CAP FLASH BELOW OVER DEEP RIB SIDING. SEE EXT ELEVS. TYPICAL HM WND JAMB VAPOR BARRIER INTERIOR LINE OF GIRTS INTERIOR LINE OF FND BLW INSUL STL DOOR SECTION STL KING STUD BY BLDG MFR H.M. JAMB PER SPEC, PAINTED. THRESHOLD TO EXTEND OVER EXT RIGID PERIMETER INSUL GRID LINE, FACE OF STL AND FND. SEALANT & BACKER ROD, TYP CAP FLASH BELOW OVER DEEP RIB SIDING. SEE EXT ELEVS. STL SIDING PER SPEC AND JAMB TRIM OVER COND BATTS, FASTENED TO STL GIRTS. TYPICAL HM DR JAMB SCALE: 1" = 1' -0" V.B. ATTACHED TO B.O. PURLINS PER SPEC Q 11'- 101/2" M 1'- 7/16" �r METAL ROOFING PER SPEC GRID LINE: FO STL & FND CLOSURE TRIM RAKE TRIM -PAINT TO MATCH ROOFING RAKE ANGLE METAL SIDING PER SPEC PURLIN STEEL RIGID FRAME V.B. ATTACHED TO B.O. PURLINS PER SPEC TYPICAL FACIA GRID LINE: FO STL & FND METAL ROOFING PER SPEC CLOSURE STRIPS, TYP SHEETING ANGLE GUTTER CLIP STL GUTTER -PAINT TO MATCH ROOFING 4" X 3" D.S. -PAINT TO MATCH ROOFING METAL SIDING PER SPEC EAVE PURLIN STEEL EAVE PURLIN SUPPORT STEEL RIGID FRAME STL SIDING #1 W/ CLOSURE STRIP, TYP. COLOR PER SPEC STL GIRT BY BLDG MFR. 24 GA STL TRIM, TYP. COLOR TO MATCH LOWER SIDING & ROOF BO CURTAIN WALL INSUL H.M. DR PER SCHED & SPEC 24 GA STL JAMB FLASHING , TYP. COLOR TO MATCH LOWER SIDING & ROOF 24 GA STL FLASHING COVERING R -10 RIGID INSUL TO TOP OF FND, TYP. COLOR TO MATCH LOWER SIDING & ROOF LINE OF FND BEYOND JAMD STL ALUM EXTENDED THRESHOLD SET IN SEALANT, TYP 1 /2" ASPHALT IMPREG FIBER EXP JNT. SEAL JOINT PER SPEC. - CONC OR ASPHALT AS OCCURS -SEE CIVIL R -10 RIGID PERIMETER INSUL FROM TOP OF FTG TO BOT OF CONC OR ASPHALT @ DRS ONLY; OTHERWISE TO TOP OF FND 6" PERF FTG DRAIN, TYP TYP HM DR THRESHOLD SCALE: 1" = 1 -0 cA 0 w a In 0 w Z LO BASE ANGLE BY BLDG MFR 20 GA STL SECONDARY FRAMING (VERT) AS REQ'D FOR ATTACHING HORIZ SIDING @ 8' O.C. OR AS REQ'D BY SIDING MFR. 20 GA STL SECONDARY FRAMING (VERT) AS REQ'D FOR ATTACHING HORIZ SIDING @ 8' O.C. OR AS REQ'D BY SIDING MFR. BASE ANGLE BY BLDG MFR 9 0" (345.25' DATUM) EX SOG OF BLDG "A" 20 GA STL SECONDARY FRAMING (VERT) AS REQ'D FOR ATTACHING HORIZ SIDING @ 8' O.C. OR AS REQ'D BY SIDING MFR. BASE ANGLE BY BLDG MFR 0 1' 0" (345.25' DATUM) EX SOG OF BLDG "A" ' .CI IYEI CAP FLASH BELOW OVER DEEP RIB SIDING. SEE EXT ELEVS. - STL SIDING PER SPEC AND JAMB TRIM OVER COND BATTS, FASTENED TO STL GIRTS. 3/16" X 4" CONC FILLED STL BOLLARD, TYP. PAINT GRID LINE, FACE OF STL AND FND. 3/16" X 8" STL JAMB BY BLDG MFR FROM SOG TO TOP OF DR HEAD CLEARANCE. COORD W/ DOOR MFR. JAMB PAINTED. DOOR SECTION DOUBLE END HINGE & 3" DIA WHEEL ASSEMBLY, TYP. 3" STL TRACK W/ CONT REVERSE ANGLE, TYP. JACKSHAFT OPERATOR ABV. PROVIDE 20 GA STL STUDS BTWN GIRTS FOR MNT'G BRACKET. COORD W/ DR MFR TYPICAL OH DR JAMB SCALE: 1" = 1' -0" STL SIDING #1 W/ CLOSURE STRIP, TYP. COLOR PER SPEC 24 GA STL COUNTER FLASHING, TYP. COLOR TO MATCH LOWER SIDING & ROOF STL "DEEP RIB" SIDING #2 PER SPEC , TYP. COLOR TO MATCH ROOF ALIGN GIRT WITH TRANSITION BETWEEN SIDING TYPES HORIZ SIDING LAP JNT R -8 CONDENSATE BATTS W/ WHITE VINYL VB SEE "TYP T.O. FND DETAIL FOR INFO CHG IN SIDING SCALE: 1" 24 GA STL "DEEP RIB" SIDING #2 PER SPEC, TYP. COLOR TO MATCH ROOF INSUL TO TOP OF FND, TYP. COLOR TO O 1 /2" ASPHALT IMPREG FIBER EXP JNT. SEAL JOINT PER SPEC. CARPORT CONC SOG R 10 RIGID PERIMETER INSUL TO TOP OF FTG CHG I N SOG EL 24 GA STL "DEEP RIB" SIDING #2 PER SPEC , TYP. COLOR TO MATCH ROOF R -8 CONDENSATE BATTS W/ WHITE VINYL VB 24 GA STL COUNTER FLASHING, TYP. COLOR TO MATCH LOWER SIDING & ROOF 24 GA STL FLASHING COVERING R -10 RIGID INSUL TO TOP OF END, TYP. COLOR TO MATCH LOWER SIDING & ROOF 1 /2" ASPHALT IMPREG FIBER EXP JNT. SEAL JOINT PER SPEC. ASPHALT PAVING OR CONC WALK AS OCCURS R -10 RIGID PERIMETER INSUL TO TOP OF FTG TYP TOP OF FND 1 1 VI 1 P — iJ 3 tpvks. R -8 CONDENSATE BATTS W/ WHITE VINYL VB 24 GA STL COUNTER FLASHING, TYP. COOOR G d® 24 GA STL FLASHING COVERING R -10 RIGII.. 0 TO MATCH LOWER SIDING & ROOF 0- TO MATCH LOWER SIDING & ROOF C®® 0 .0 9 10'-0" ABV SOG 1' - 10" N = _ _ DOOR SECTION 3' -8" 3' -2" @ GRID 2 JACKSHAFT OPERATOR ABV. PROVIDE 20 GA STL STUDS BTWN GIRTS FOR MNT'G BRACKET. COORD W/ DR MFR CAP FLASH BELOW OVER DEEP RIB SIDING. SEE EXT ELEVS. STL SIDING PER SPEC AND JAMB TRIM OVER COND BATTS, FASTENED TO STL GIRTS. 3/16" X 4" CONC FILLED STL BOLLARD, TYP. PAINT GRID LINE, FACE OF STL AND FND. 3/16" X 8" STL JAMB BY BLDG MFR FROM SOG TO TOP OF DR HEAD CLEARANCE. COORD W/ DOOR MFR. JAMB PAINTED. DOOR SECTION DOUBLE END HINGE & 3" DIA WHEEL ASSEMBLY, TYP. 3" STL TRACK W/ CONT REVERSE ANGLE, TYP. STL PRIMARY FRAME & PORTAL FRAME (IF REQ'D) BY BLDG MFR. COORD DR CLEARANCES. TYPICAL OH DR JAMB SCALE: 1" = 1' -0" GRID LINE, FACE OF STL AND FND. STL FRAME BEYOND STL SIDING #1 PER SPEC OVER COND BATTS, FASTENED TO STL GIRTS. COUNTER BALANCE ASSEMBLY BY DR MFR PROVIDE 1 /4" STL BACKER PL & SECONDARY FRAMING FOR COUNTERBALANCE PER DR MFR REQ'MNTS, TYP STL HD FLASH, TYP. PAINT TO MATCH ROOF STL JAMB TRIM BEYOND, TYP. PAINT TO MATCH ROOF 3/16" X 8" STL JAMB BY BLDG MFR FROM SOG TO TOP OF DR HEAD CLEARANCE. COORD W/ DOOR MFR. JAMB PAINTED TO MATCH ROOF. DOUBLE END HINGE & 3" DIA WHEEL ASSEMBLY, TYP. DOOR SECTION 3" STD HEADRM STL TRACK W/ CONT REVERSE ANGLE, TYP. GRID LINE, FACE OF STL AND FND. STL FRAME BEYOND PROVIDE 1 /4" STL BACKER PL & SECONDARY FRAMING FOR COUNTERBALANCE PER DR MFR REQ'MNTS, TYP COUNTER BALANCE ASSEMBLY BY DR MFR LIGHT FIXTURE BEYOND -SEE ELEC STL SIDING #1 PER SPEC OVER COND BATTS, FASTENED TO STL GIRTS. STL HD FLASH, TYP. PAINT TO MATCH ROOF STL JAMB TRIM BEYOND, TYP. PAINT TO MATCH ROOF 3/16" X 8" STL JAMB BY BLDG MFR FROM SOG TO TOP OF DR HEAD CLEARANCE. COORD W/ DOOR MFR. JAMB PAINTED TO MATCH ROOF. DOUBLE END HINGE & 3" DIA WHEEL ASSEMBLY, TYP. 3" STD HEADRM STL TRACK W/ CONT REVERSE ANGLE, TYP. 4" CONC FILLED STL BOLLARD BEYOND - PAINT. INSTALL IN 12" DIA CONC FTG. 24 GA STL JAMB FLASHING , TYP. COLOR TO MATCH LOWER SIDING & ROOF 24 GA STL FLASHING COVERING R -10 RIGID INSUL TO TOP OF FND, TYP. COLOR TO MATCH LOWER SIDING & ROOF LINE OF FND BEYOND JAMD STL 1 /2" ASPHALT IMPREG FIBER EXP JNT. SEAL JOINT PER SPEC. TRENCH DRAIN IN CONC APRON -SEE CIVIL R -10 RIGID PERIMETER INSUL TO TOP OF FTG INSUL SECTIONAL OH DR PER SPEC RECEIVED CITY OF TUKWILA APR 2 8 2008 OH DOOR THRESHOLD PERMIT CENTER PA6E�B�AND ARCHITECTS P; 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM 0 CO (n 75 e-; O a) CC Q L C6 4✓ � CQ 0 1— PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: E THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED AR Hlfi' GALENC.'4 E , STATE OF WASHINGTON 'I. I I -.5/ 4 VERIFY E _ E 6 tI f 1I-6u So 1 9 ,. 18" 12" 6" 0 2' Ei 1 GWB. PAINT PER INTERIOR ELEVATIONS BLK'G AS REQ'D ALUM "J" TRIM, TYP P.LAM WAINSCOT PER INTERIOR ELEVATIONS P.LAM WAINSCOT PER INTERIOR ELEVATIONS ALUM TRANSITION STRIP, TYP RESILIENT FLOORING SELF -COVED UP WALL, TYP COVED FILLER AS RECOMMENDED BY FLOORING MFR, TYP RESILIENT FLOORING PER SCHEDULE EXIST CONC SOG FLOORING & BASE AS OCCURS ON OPPOSITE SIDE, TYP BASE TO P.LAM MIRROR P.LAM BACKSPLASH, TYP DECK MNT'D SOAP DISP TRAP PROTECTION, TYP P.LAM. 0/ 3/4" PLYWD COUNTER TOP. MNT MEN'S COUNTER ON WALL LEDGERS & (2) STL BRACKETS. MNT WOMEN'S COUNTER ON WALL LEDGERS & (1) BRACKET. 2" x 2" x 1 /4" STL ANGLE BRACKET, MITERED & WELDED. THRU BOLT TO STUD W/ (3) 3/8" X 2" BOLTS W/ NUTS & WASHERS. DO NOT OVERSIZE HOLES. LAV COUNTER SCALE: 11/2 " = 1' -0" 18" 12" STAINLESS STEEL GRAB BAR 6" 1' 6" N 0 0 WALL DEPTH 1/2" 1/2" E0 In BLOCKING AS REQ'D BY WALL TYPE ATTACH GRAB BAR THRU WALL W/ MOUNTING SCREWS TO 16 GA. STEEL BACKER PLATE, SECURELY FASTENED TO STUDS AS REQ'D. CERAMIC TILE OR PLAM WAINSCOT. SEE ROOM FINISH SCHEDULE CEMENT BACKER BOARD OR W.R. GWB AS OCCURS PER WALL TYPE. GRAB BAR SCALE: 11/2 " = 1' -0" DBL KING STUD TYP @ JAMBS 5/8" TYPE "X" GWB, TYP INT HM FRAME PER SECTION 8110, PAINT. INT DOOR PER DOOR SCHED GRID LINE AS OCCURS TYP INT HM JAMB SCALE: 11/2 " = 1' -O" GRID LINE, FACE OF STL AND FND. - STL SIDING PER SPEC, CLOSURE STRIP AND HEAD TRIM OVER BATTS & VB, FASTENED TO STL GIRTS. STL GIRT / HEAD BY BLDG MFR H.M. DR FRAME W/ TRANSOM & LOUVER B.D. DAMPER MOUNTED TO HM FRAME -SEE MECH FOR INFO STL LOUVER W/ INSECT SCREEN PER SPEC. CONTRACTOR TO VERIFY NET FREE AREA MATCHES REQ'MNTS OF MECH DRAWINGS. PAINT TO MATCH ROOFING COLOR. HM TRANS HD .� SCALE: 1" = 1' -0" GRID LINE, FACE OF STL AND FND. H.M. DR FRAME W/ TRANSOM & LOUVER. PAINT TO MATCH ROOFING COLOR. H.M. DR PER SCHED & SPEC. PAINT TO MATCH ROOFING COLOR. JAMB TRIM BEYOND, PAINT TO MATCH SIDING HM DR HD w/ TRANS SCALE: 1" = 1' -0" B.D. DAMPER MOUNTED TO HM FRAME -SEE MECH FOR INFO STL LOUVER W/ INSECT SCREEN PER SPEC. CONTRACTOR TO VERIFY NET FREE AREA MATCHES REQ'MNTS OF MECH DRAWINGS. PAINT TO MATCH ROOFING COLOR. 6' 4' 2' N 0 1' -11 3/8" VERIFY W/ LOCKER DEPTH LOCKER PLATFORM SECTION EXIST SAT CLG EXIST PARTITION EXIST SAT CLG EXIST PARTITION NEW OR EXIST PARTITION AS OCCURS W/ BATT INSUL & NEW 5/8" WR GWB 0/ SHWR RM SIDE NEW LOCKERS PER SPEC NEW BENCH PER SPEC 1 X 3 WO TRIM -PAINT P LAM PER SCHED W/ TERMINATION STRIP @ BOT. SELF COVE VINYL FLOORING NEW PLATFORM W/ 3/4" PLYWD 0/ 2 X 4 JSTS @ 16" O.C., 0/ 2 X 4 PONY WALL W/ PT PL & 5/8" GWB & 2 X 4 LEDGER LAGGED TO WALL STUDS SCALE: 1" = 1' -0" PRE -FAB 24" X 36" ROOF HATCH PER SPEC W/ RETROFIT CURB /FLASH. NEW SECONDARY HDR -(2) BACK TO BACK 6005162 -33 W/ (2) #8 @ 12 "O.C. COPE FLANGES EA END & BEND WEBS OUT 2" W/ (2) #8 EA SIDE INTO SUPPORTS - REMOVE EXIST SAT CLG TILE FOR NEW ROOF ACCESS 1 1/8" ACX PLYWD BACKER 0/ EXIST GWB, ANCHORED TO (3) EXIST STUDS MIN. W / #12X3 1/4" SCREWS @ 12" O.C. PRE -MFR'D MET WALL LADDER. ANCHOR TO FLOOR & NEW PLYWD BACKER W/ 1/4" X 2" LAG BOLTS — 3/4" ACX PLYWD BLW LADDER FLR BRACKETS, SPANNING (2) JOISTS, GLUED & SCREWED TO EX SHEATHING W/ # 12 X 2" SCREWS ROOF HATCH SCALE: 3/8" = 1' -0" PRE -FAB 24" X 36" ROOF HATCH PER SPEC W/ RETROFIT CURB /FLASH. NEW SECONDARY HDR -(2) BACK TO BACK 6005162 -33 W/ (2) #8 @ 12 "O.C. COPE FLANGES EA END & BEND WEBS OUT 2" W/ (2) #8 EA SIDE INTO SUPPORTS REMOVE EXIST SAT CLG TILES & CROSS RUNNER FOR NEW ROOF ACCESS 1 1/8" ACX PLYWD BACKER 0/ EXIST GWB, ANCHORED TO (3) EXIST STUDS MIN. W/ #12 X 3 1/4" SCREWS @ 12" O.C. PRE -MFR'D MET WALL LADDER. ANCHOR TO FLOOR & NEW PLYWD BACKER W/ 1/4" X 2" LAG BOLTS 3/4" ACX PLYWD BLW LADDER FLR BRACKETS, SPANNING (2) JOISTS, GLUED & SCREWED TO EX SHEATHING W/ # 12 X 2" SCREWS ROOF LADDER SCALE: 3/8" = 1' -0" EXIST WD STUD WALL — LINE OF NEW CLG OPN'G ABV EXIST WD STUD WALL LADDER PLAN SECTION SCALE: 3/4" = 1' -0" 1 1/8" ACX PLYWD SCREWED TO (3) S W/ #12 X 3 1/2" COUNTER -SUNK SCRE 12" 0.C. FILL SCREW HOLES, SAND, AND PAINT PLYWD. PRE -MFR'D WALL LADDER. ANCHOR TO FLR & PLYWD WITH 1/4" X 2" LAG BOLTS. PAINT LADDER. RECEIVED CITY OF TUKWILA APR 2 8 2008 PERMIT CENTER PAGB�BEABD ARCHITECTS Pa 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD. COM INTERIOR DETAILS SHEET A -9.0 36" TYPICAL 7.15 %Way View PERMIT.pn DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE DETAILS Mark Type Operation WL Thick Fire R. MFR Notes/ Remarks Width Height Lf Matl Lf Fin Fr Mati Fr Fin H Gro... Lock Panic Head Jamb DO1 J O.H. 10" 11' 12' 1/4" GLASS PAINT -GRN H.M. PAINT -GRN SEE SPEC SEE SPEC SECTION D02 J O.H. 10" 11' 12' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D03 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC 004 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D05 J O.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC DO6 J D.H. 10" 11' 10' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D07 H Single Swing 8" 3' 7' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC DOS 1 Single Swing 8" 3' 7' H.M. PAINT -GRN H.M. PAINT -GRN SEE SPEC D09 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D10 F Single Swing 4 3/4" 3 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D1 1 F Single Swing 4 3/4" 3` T Wood STAIN H.M. PAINT SEE SPEC BLDG A D12 F Single Swing 6 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D13 F Single Swing 4 3/4" 3' 7' Wood STAIN H.M. PAINT SEE SPEC BLDG A D14 G Single Swing 4 3/4" 3' 7' Wood PAINT H.M. PAINT BLDG A; SALVAGED & RELOCATED WINDOW SCHED LE MARK SIZE TYPE MATERIAL FINISH GLASS UNIT U VALUE AREA RATING MFR DETAILS Notes / Remarks W HT D _ Head Jamb Sill _ W01 6' 3' 6" A H.M. PAINT 1 /4" GLASS 1" 1 " U =.35 18.00 NA SEE SPEC PAINT TO MATCH ROOFING W02 6' 3' 6" A H.M. PAINT 1 /4" GLASS ^ 1 " U =.35 18.00 NA SEE SPEC PAINT TO MATCH ROOFING W03 6' 3' 6" A H.M. PAINT 1 /4" GLASS 1 " U =.35 18.00 NA SEE SPEC PAINT TO MATCH ROOFING W04 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 18.00 NA SEE SPEC PAINTTO MATCH ROOFING W05 6' 3' 6" A H.M. PAINT 1/4" GLASS 1" U =.35 1 8.00 NA SEE SPEC PAINTTO MATCH ROOFING 1 \ / \ / 1 \ CID / 1 1 \ ��' / 1 I \ Do3 I \/ 1 1 \/ 1 I \/ x x x 1 /\ 1 1 /\ 1 1 / \ / \ 1 I / \ NEW GARAGE 9 101 A2,150.06 sqa CONCRETE \ ( / 1 I \ 1 1::)01) / \ /\ // 1 1 \ \\ '/' / /\ I 1 � / \ 1 1 / \ 1 / \ 1 1 / \ 1 / \A V' \ 1 F FLUSH G FLUSH W/ LOUVER NEW CARPORT 8102 A 075.83 56 fl CONCRETE BLDG B FIRST FLOOR KEY PLAN SCALE: 1 /8" = 1 -0" WINDOW SCHEDULE WINDOW TYPES SCALE: 1 /4" = H FLUSH W/ HALF GLASS & TRANSOM MECH LOUVER MNTD IN HM FRAME FINISH SCHEDULE Rm No Room Name Area Flooring Base Wall Mat -N Wall Fin -N Wall Mat -E Wall Fin -E Wall Mat -S Wall Fin -S Wall Mat -W Wall Fin -W CIg Mat CIg -Fin Note /Remarks A 108 EXIST SHOP AREA 190. EX TO REMAIN EX TO REMAIN -- - -- -- _- -- -- - -. -- NO FINISH WORK A 110 EXIST GARAGE 947. EX TO REMAIN EX TO REMAIN -- - -- -- - - - MINOR PATCHING REQUIRED A101 EX ENTRY FOYER 78. EX TO REMAIN EX TO REMAIN -- - -- -- -- -- -- - -- - NO FINISH WORK A102 EX MAIN STAIR 14. CARPET -1 EX TO REMAIN - -- -- -- -- -- - - -- -- CARPET ONLY A103 EX OPEN OFFICE AREA 449. EX TO REMAIN RB -1 -- -- GWB P -4 GWB P -4 - -- SAT TO MATCH -- MODIFY CLG AS REQUIRED Al 03-A HALL 22. CARPET -1 EX TO REMAIN -- - GWB P -4 GWB P -4 GWB P -4 SUSP GWB P -2 A104 EX OFFICE 129. EX TO REMAIN EX TO REMAIN -- - -- -- -- -- - -- EXIST - NO FINISH WORK A105 WOMENS NEW TOILET /SHWR /LOCKER RM 162, VINYL -1 SELF -COVE WR GWB P LAM 1; P -1 WR GWB P -LAM 1; P -1 WR GWB P -LAM 1; P -1 WR GWB P -LAM 1; P -1 SUSP WR GWB P -2 SEE A -5.0 Al 06 MENS NEW LOCKER RM 94. VINYL -1 SELF -COVE GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 GWB P -LAM 2; P -3 SUSP GWB P -2 SEE A -5.0 A107 MENS NEW TOILET /SHOWER RM 135. VINYL -1 SELF -COVE WR GWB P -LAM 2; P -3 -- P -LAM 2; P -3 WR GWB P -LAM 2; P -3 WR GWB P -LAM 2; P -3 SUSP WR GWB P-2 SEE A -5.0 A109 EX REAR STAIR 12. EX TO REMAIN EX TO REMAIN - -- -- -- -- - -- -- -- -- NO FINISH WORK A111 EX SIDE STAIR 1 33. EX TO REMAIN EX TO REMAIN - - -- -- - -- - -- -- -- NO FINISH WORK A112 EX SIDE STAIR 2 18. EX TO REMAIN EX TO REMAIN -- -- -- -- -- -- - -. -- -- NO FINISH WORK A201 EX MECH RM 73. EX TO REMAIN EX TO REMAIN - -- -- -- -- -- -- -- EXIST -- MODIFY CLG AS REQUIRED A202 EX MAIN STAIR 103. CARPET -1 EX TO REMAIN - - -- -- -- -- -- -- -- - CARPET ONLY A203 EX LUNCHROOM 124. EX TO REMAIN EX TO REMAIN - -- -- -- -- - - - -- -- NO FINISH WORK A204 EX OPEN OFFICE AREA 380. CARPET -2 RB -1 - -- -- -- -- -- - -- -- - CARPET & BASE ONLY A2O5 EX BREAK AREA 364. CARPET -2 RB -1 -- - -- -- -- - - -- -- -- CARPET & BASE ONLY A206 ENLARGED OFFICE 191. CARPET -3 RB -1 -- P-5 -- P-5 -- P-5 - P -5 SAT TO MATCH -- GWB PATCHING, MODIFY CLG AS REQUIRED A207 EX TLT RM 37. EX TO REMAIN EX TO REMAIN - -- -- -- -- -- - -- -- - NO FINISH WORK A208 HALLWAY 364. CARPET -2 RB -1 -- -- -- P -5 -- -� - - -- - GWB PATCHING @ NEW DOOR A209 ENLARGED OFFICE 227. CARPET -3 RB -1 - P -5 -- P -5 -- P -5 GWB P -5 SAT TO MATCH -- MODIFY CLG AS REQUIRED A210 EX REAR STAIR 42. EX TO REMAIN EX TO REMAIN - -- -- -- GWB P -5 - -- SAT TO MATCH -- GWB PATCHING, MODIFY CLG AS REQUIRED A211 EX SIDE STAIR 1 47. EX TO REMAIN EX TO REMAIN -- -- -- -- -- - - - -- -- NO FINISH WORK A212 EX SIDE STAIR 2 48. EX TO REMAIN EX TO REMAIN -- -- -- -- -- -- -- -- -- - NO FINISH WORK B 101 NEW GARAGE 2,150. Concrete Concrete VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY VINYL VB FACTORY B 102 NEW CARPORT 696. Concrete Concrete MET SIDING FACTORY MET SIDING FACTORY MET SIDING FACTORY MET SIDING FACTORY MET SOFFIT FACTORY SEE SPEC, EXT ELEVS, SECTIONS C101 EXIST GARAGE /SHOP 2,252. EX TO REMAIN EX TO REMAIN -- - -- -- -- - - -- - NO FINISH WORK EX LUNCHROOM A203 12375 sgfl EXIST J O.H. W/ FULL GLASS SECTION EX OPEN OFFICE AREA A204 38040 wfl CARPET/RE' ENLARGED OFFICE A206 191.40 t4,11 CARPET/RE! EX OFFICE A105 107.09 4q R VINYL/RB GWB GWB EX MAIN WOMENS NEW TOILET /SHWR/LOCKER RM !M- IER A207 3890 sg fl EXIST GLASS SECTION TO BE THIRD PANEL UP EX BREAK AREA HALLWAY A20a A 963. % w II CARPET/RE A205 363.56 sq fl CARPET!RB EX MECH RM A201 2115 A EXIST sqR ENLARGED OFFICE A209 227.08 w fl CARPET/RE ENTRY FOYER A101 A 766444 fl EXIST EX OPEN OFFICE AREA A103 44923 sq 11 EXIST HALL 1 A103A A 2241 eq EXIS EXIST GARAGE A110 A:94739 1 0 CONCRETE MENS NEW TOILET /SHOWER RM A107 134.59 eq9 VINYLJRB GWB GWB A 108 A 19021 sq 9 CONCRETE EXIST SHOP AREA ENS NEW LOCKER A106 94.32 sq VINYLIR6 GW9 GWB IIIEL 11111 STAIR 1 RECEIVED CITY OF TUKWILA APR 2 8 2008 PERMIT CENTER 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 I NF O €PAGEANDBEARD. COM PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS FX EPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED E D� ARCHI ALEN C. P E STATE OF WASHINGTON SCHEDULES & KEY PLANS SCHEDULE OF STRUCTURAL SPECIAL INSPECTION REQUIREMENTS VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE STANDARD* IBC REFERENCE AGENT^ COMPLETED 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS A. INDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 - B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. PERIODIC . - - 2. INSPECTION OF HIGH - STRENGTH BOLTING: A. BEARING -TYPE CONNECTIONS. PERIODIC AISC 360, SECTION M2.5 1704.3.3 B. SLIP --- CRITICAL CONNECTIONS. CONTINUOUS / PERIODIC 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ASTM A 6 or ASTM A 568 1708.4 B. MANUFACTURERS' CERTIFIED MILL TEST REPORTS. - ASTM A 6 or ASTM A 568 1708.4 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - AISC 360, SECTION A3.5 - B. MANUFACTURERS' CERTIFICATE OF COMPLIANCE REQUIRED. - - - 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL: - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS AWS D1.1 1704.3.1 2) MULTIPASS FILLET WELDS CONTINUOUS 3) SINGLE -PASS FILLET WELDS > 5 4s " CONTINUOUS 4) SINGLE -PASS FILLET WELDS < % 6 " PERIODIC 5) FLOOR AND ROOF DECK WELDS PERIODIC AWS D1.3 - 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: PERIODIC - 1704.3.2 A. DETAILS SUCH AS BRACING AND STIFFENING. - B. MEMBER LOCATIONS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. --. 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL PERIODIC ACI 318: 3.5, 7.1 -7.7 1913.4 4. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINUOUS ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. CONTINUOUS ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. PERIODIC ACI 318: 5.11 -5.13 1913.9 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK FREQUENCY OF INSPECTION DURING TASK AGENT^ COMPLETED 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. PERIODIC 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERIODIC 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. PERIODIC 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. CONTINUOUS 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. PERIODIC PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE ", 2006 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, WA GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES: - "STRUCTURAL ENGINEER OF RECORD" (SER) - THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING & SIGNING THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER 15 RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. - "SPECIALTY STRUCTURAL ENGINEER" (SSE) - A LICENSED PROFESSIONAL ENGINEER, NOT THE SER, WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING SERVICES NECESSARY TO COMPLETE THE STRUCTURE WHO HAS EXPERIENCE AND TRAINING IN THE SPECIFIC SPECIALTY. THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF SPECIALTY - ENGINEERED ELEMENTS SHALL RETAIN THE SSE. SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE SSE. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY OR UNDER THE DIRECT SUPERVISION OF THE SSE WITH A PE LICENSE ISSUED BY THE STATE OF WASHINGTON. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON- BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. I RESPONSIBLE F TH M CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR S OR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. WIND DESIGN: BASIC WIND SPEED (3- SECOND GUST), V = 85 MPH; WIND IMPORTANCE FACTOR, IW = 1.0; OCCUPANCY CATEGORY = II; EXPOSURE CATEGORY = B. SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = II; S5 = 1.50; 51 = 0.52; SITE CLASS = D; 505 = 1.00G; SD1 = 0.52G; SEISMIC DESIGN CATEGORY = D. DEFLECTIONS: ROOF TOTAL LOAD DEFLECTION LIMIT: L/180 ROOF LIVE LOAD DEFLECTION LIMIT: L/240 SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF; SNOW EXPOSURE FACTOR, CE = 1.0; SNOW IMPORTANCE FACTOR, 15 = 1.0; THERMAL FACTOR, CT = 1.0. LIVE LOADS: ROOF (LIVE) 20 PSF ROOF (SNOW) 25 PSF DESIGN -BY- OTHERS (DEFERRED SUBMITTALS) LOADS: ALL PRE - ENGINEERED, PRE - FABRICATED, PRE- MANUFACTURED, OR OTHER PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR THE TRIBUTARY DEAD AND LIVE LOADS PLUS WIND, EARTHQUAKE, AND COMPONENT AND CLADDING LOADS WHEN APPLICABLE. DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS AND SPECIFICATIONS, REFERENCE STANDARDS, AND GOVERNING CODE. SUBMITTALS & INSPECTIONS SUBMITTALS: SUBMITTALS OF SHOP DRAWINGS, MILL TESTS AND PRODUCT DATA FOR ITEMS DESIGNED BY THE SSE SHALL BE MADE TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW AND PLACE A SHOP DRAWING STAMP ON THE SUBMITTAL BEFORE FORWARDING TO THE ENGINEER. SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF ONE WEEK FOR REVIEW BY THE ENGINEER. SUBMITTALS REQUIRED FOR THIS PROJECT ARE SPECIFIED IN THE SPECIFIC SECTIONS BELOW. DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP DRAWINGS AND PRODUCT DATA. DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED TO THE ARCHITECT AND SER FOR REVIEW PRIOR TO SUBMISSION TO THE JURISDICTION FOR APPROVAL. THE SSE SHALL SUBMIT TO THE ENGINEER FOR REVIEW CALCULATIONS AND SHOP DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE SSE'S SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: - PRE- ENGINEERED STEEL STRUCTURES (METAL BUILDINGS) INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. STATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR THIS PROJECT CONTAINING ALL INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION REQUIREMENTS PER IBC CHAPTER 17. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SEC 1703.7. SOILS AND FOUNDATIONS REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS." GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN "GEOTECHNICAL ENGINEERING EVALUATION - VALLEY VIEW SEWER DISTRICT OPERATIONS BUILDING EXPANSION, TUKWILA, WA ", REPORT #780908, BY NELSON GEOTECHNICAL ASSOCIATES, INC., DATED 2/11/08, WERE USED FOR DESIGN. GEOTECHNICAL INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL PREPARED SOIL BEARING SURFACES PRIOR TO PLACEMENT OF CONCRETE AND REINFORCING STEEL AND PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION PRESSURE" SHOWN BELOW. ASSUMED VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. DESIGN SOIL VALUES: ALLOWABLE BEARING PRESSURE PASSIVE LATERAL PRESSURE COEFFICIENT OF SLIDING FRICTION 2,000 PSF 200 PSF /FT 0.35 SLABS -ON -GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -ON -GRADE SHALL BE FOUNDED ON APPROPRIATE SUB -GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 18 INCHES BELOW FINISH GRADE, OR BY THE GEOTECHNICAL ENGINEER AND THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. FOUNDATION STEM WALLS: UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MAXIMUM UNBALANCED SOIL CONDITION FOR ALL FOUNDATION STEM WALLS (DIFFERENCE IN ELEVATION BETWEEN INTERIOR AND EXTERIOR SOIL GRADES) SHALL BE 2' -6 ". MAINTAIN A MINIMUM 8" SEPARATION BETWEEN FINISH GRADE AND UNTREATED WOOD FRAMING. BACKFILLING: BACKFILL BEHIND RETAINING AND FOUNDATION WALLS SHALL BE OF FREE - DRAINING MATERIAL PLACED IN MAXIMUM LOOSE LIFTS OF 12 ". BACKFILL SHALL BE COMPACTED USING HAND - OPERATED EQUIPMENT ONLY. THE CONTRACTOR SHALL REFRAIN FROM OPERATING HEAVY EQUIPMENT BEHIND RETAINING AND FOUNDATION WALLS WITHIN A DISTANCE EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL, UNLESS OTHERWISE APPROVED BY THE ENGINEER. COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL- GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. CAST - IN - PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY ". (2) IBC CHAPTER 19. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 "CONCRETE QUALITY, MIXING, AND PLACING." MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SEC 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. MEMBER TYPE /LOCATION FOUNDATIONS STEM WALLS EXTERIOR SLABS -ON -GRADE INTERIOR SLABS -ON -GRADE STRENGTH (PSI) 3000 3000 3000 3000 TABLE OF MIX DESIGN REQUIREMENTS TEST AGE (DAYS) 28 28 28 28 MAXIMUM AGGREGATE 3/4" 3/4" 3/4" 3/4" MIX DESIGN NOTES: (1) W/C RATIO: WATER - CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.2.2.8.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE ". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE ". TOLERANCE IS +/- 1 -1/2 %. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. (5) NON- CHLORIDE ACCELERATOR: NON -- CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION. FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES. REMOVAL OF FORMS SHALL CONFORM TO SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.75 F'C. MEASURING, MIXING, AND DELIVERY: CONFORM TO ACI 301 SEC 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. MAXIMUM AIR W/C RATIO CONTENT 0.52 - 0.48 5% 0.48 5% 0.48 CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE 15 NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4" AMPLITUDE. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON- STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE ALL OTHER EMBEDDED ITEMS. TESTING AND ACCEPTANCE: TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SEC 1.6.4.2, ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW. CURE 4 CYLINDERS FOR 28 -DAY TEST AGE. TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28 -DAY STRENGTH REQUIREMENTS. ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN: THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. A "TEST" FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF THE TWO CYLINDERS TESTED AT THE SPECIFIED TEST AGE. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", SEC 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP -66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP -2 "MANUAL OF STANDARD PRACTICE." (4) ANSI /AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL." (5) IBC CHAPTER 19, CONCRETE. (6) ACI 318 AND ACI 318R. SUBMITTALS: CONFORM TO ACI 301 SEC 3.1.1 "SUBMITTALS, DATA AND DRAWINGS." SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS: REINFORCING BARS DEFORMED WELDED WIRE FABRIC BAR SUPPORTS TIE WIRE ASTM A615, GRADE 60, DEFORMED BARS. ASTM A497 CRSI MSP -2, CHAPTER 3 "BAR SUPPORTS." 16.5 GAGE OR HEAVIER, BLACK ANNEALED. FABRICATION: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION ", AND ACI SP -66 "ACI DETAILING MANUAL." WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301, SEC 3.2.2.2. "WELDING" AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. PLACING: CONFORM TO ACI 301, SEC 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 "TOLERANCES." CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER ( #5 & SMALLER) 1 -1/2" CONCRETE EXPOSED TO EARTH OR WEATHER ( #6 & LARGER) 2" SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO DETAILS FOR TYPICAL SPLICES. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE ENGINEER. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. CORNERS BARS: PROVIDE MATCHING -SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS WITH THE APPROPRIATE SPLICE LENGTH, UNO. �2n WOOD FRAMING REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD ", (2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", IDENTIFICATION: ALL SAWN LUMBER AND PRE - MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: - SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2X, 4X HEM -FIR NO. 2 JOISTS 2X6 - 2X12 HEM -FIR NO. 2 BEAMS 4X8 - 4X12 HEM -FIR NO. 2 BEAMS 6X8 - 6X12 HEM -FIR NO. 1 POSTS & TIMBERS 6X, 8X DOUG -FIR NO. 1 - GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE - LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF /DF 24F -1.8E SIMPLE SPANS ALL DF /DF 24F -1.8E [(- FB)= ( +FB)] CANTILEVER SPANS WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA- -RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1 -11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS -1 -95 AND PS -2--92 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS PAN RATING PLYWOOD S G L OOD GRADE EXPOSURE FLOOR 23/32" T &G 24 OC STURD-I-FLOOR 1 - JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS SPECIFIED IN THEIR LATEST CATALOGS. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. N NOTED ON PLANS, NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES. " UNLESS 0 ED 0 NAI L PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH 8d 2-1/2" 10d 3" 12d (16d SINKER) 3-1/4" 16d 3 -1/2" DIAMETER 0.131" 0.148" 0.148" 0.162" FOR SI: 1 INCH = 25.4 MM * WHERE APPLICABLE, SEE ALSO IBC 2006, SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. A REGISTERED /CERTIFIED AGENT IN ACCORDANCE WITH PROJECT JURISDICTION - LAG BOLTS /BOLTS: CONFORM TO ASTM A307. - ENGINEERED WOOD PRODUCTS (TRUSJOIST): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE SER. A) PARALLEL STRAND LUMBER (PSL): CONFORM TO NES REPORT NO. NER -481, ICC ES REPORT NO. ER -4979 OR CCMC REPORT NO. 11161 -R. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL NEW INTERIOR WALLS SHALL BE 2X4 @ 16 "OC AND ALL NEW EXTERIOR WALLS SHALL BE 2X6 @ 16 "OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)16D @ 12 "OC. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS AND POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12 "OC OR TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48 "OC. (2) FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR OPENINGS. UNO, MULTI - JOISTS SHALL BE STITCH- NAILED TOGETHER WITH (2)16D @ 12 "OC. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES ". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD- PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. DEI RECOMMENDS THAT ALL METAL IN CONTACT WITH TREATED LUMBER BE EITHER STAINLESS STEEL OR PROVIDED WITH A GALVANIZED FINISH WITH A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF. IF HOT - DIPPED GALVANIZED METAL 15 USED, WE RECOMMEND PLACING A TAR PAPER OR BUILDING PAPER CONTACT SEPARATOR BETWEEN THE METAL AND THE TREATED LUMBER. Cope. corAKOCE APPROV A l` 01 20 RECEIVED CITY OF TUK MLA APR 2 8 PERMIT CEN I ER Uu EE LA vi) Q w w � w ;" LI N 0 icc w � > w O W ›- L T, J o Qz > 2 0 (J) 0 CC5 0 CL' CO CO 1 EXPIRES: 12/07/2009 I STRUCTURAL NOTES, INSPECTION SCHED SHEET S -0 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 1 1 I 1 1 H 1 1 1 1 1 I 20' I L o — 20' I LL El SAWCUT (N) 3' -0" S X 10" DEEP FTG @ NEW COL W/ ) # 4 EW BOT CTR'D ON COL. REF 205 -3 l i 1 I - EX THICKENED SLAB, TYP Z I SAWCUT (N) 3' -0" SQ X 1 0" DEEP FTG @ NEW COL W/ (4) # 4 EW BOT CTR'D ON COL. REF 2/5 -3 22' -6 5/16" LH BLDG A FOUNDATION PLAN SCALE: 1/8" = 1' -0" N 8' 4' 2' 0 EX 2 X 10 FLR JSTS @ 16" O.C. J LL co 03 w ;! it II 11 0 I @ 16" O.C. HU 210 -2 CUT BACK JSTS AS REQ'D & IN NEW LUS210 HANGERS, TYP EX 2 X 10 FLR JSTS J C7 x z CC CD X z (3) 2 X 6 STUDS i f ;(VEV PSL_5i14 X 9 FLUSH k I I\ II H II II 'CUT BACK JSTS AS REQ'D & INSTALL NEW LUS210 HANGERS, TYP �_. 1L (2) 2 X 4 STUDS __.. • EX 2 X 10 FLR JSTS @ 16" O.C. V7 0 0 CD EX WD POST EX WD POST EX WD POST NEW 6 X 6 WD POST W/ l I 1 AB66 BASE & EPC66 CAP 1 /1" . 1 1 / - 5 R I @ I 1/ " EX STL BLDG FRAME, TYP ' 1 1 11 it 1 I 3V EX T.S. COL EX GLB EX T.S. COL T LI - - RECEIVED CITY OF TIJKWILA APR 2 8 2008 PERMIT CENTER N BLDG A - FRAMING PLAN SCALE: 1/4" = 4J O CO - 1- o � EXPIRES: 12/07/2009 I BUILDING "A" FRAMING PLAN SHEET S -1 TYPE SIZE REINFORCING REMARKS 0 3' -0 "SQ x 12 "DP (4) #4 EA WAY BOTT CENTERED ON FRAME COLUMN (3) 3' -6 "SQ x 12 "DP (5) #4 EA WAY BOTT CENTERED ON FRAME COLUMN F3 4' —O "SQ x 12 "DP (6) #4 EA WAY BOTT CENTERED ON PORTAL FRAME COL COMBINATION PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WR1lNG ® PAGE & BEARD ARCHITECTS, PS __L I 1 5 "THK CONCRETE SLAB —ON —GRADE W/ #4 @ 24 "OC EW, MID —DEPTH T /SLAB EL VARIES PER ARCH CJ Po r I m } a } te U 29' -0" 5/S -3 TYP ® CJ 1 A 7/S -3 TYP THRUST BMS 18 "W x 12 "DP t, THRUST GRADE BM TIP (5) LOC © N/S FRAME LOC GRIDS 1 -5 w w w CL O UJ w m v 28' -0" FOUNDATION PLAN SCALE: 1 / = 1'_0" 0 2 4 T /FTG SPREAD FOOTING SCHEDULE EL= 344.50 TYP, UNO T /GONG CURB EL= 346.25 ( +1' -0" ABV DATUM) 114 -0" EQ, TYP EDGE OF SLAB, FACE OF CURB, \ EDGE OF GIRT, TYP @ GRID OF FRAME, OF CJ, TYP @ GRID -SLAB BLOCKOUT @ FRAME COL, TYP 28' -0" PROJECT EQ, TYP SLAB STE PER ARCI PLAN NOTES: 1. REFERENCE ARCH PLANS FOR ALL DIMENSIONS & ELEVATIONS. 2. CONTRACTOR TO COORD. ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS PRIOR TO PLACING CONCRETE. 3. SLOPE SLAB AND PROVIDE FLOOR & FOOTING DRAINS PER ARCH AS REQUIRED. 4. ALL FOOTING AND SLABS ON GRADE SHALL BEAR ON COMPETENT OR PREPARED SOILS PER GEOTECH REPORT. OVER — EXCAVATION IS LIKELY REQUIRED WITH REPLACEMENT WITH COMPACTED STRUCTURAL FILL PER DIRECTION OF GEOTECH ON —SITE. a P ENCLOSED BLDG 11 7 6/S -3 5 "THK CONCRETE SLAB —ON —GRADE W/ #4 @ 24 "OC EW, MID —DEPTH ENTRAINED AIR PER NOTES T /SLAB EL VARIES PER ARCH CARPORT EQ EDGE OF SLAB @ CARPORT, TIP 29' -0" EQ SLAB BLOCKOUT @ FRAME COL, r� TYP (2) LOCS PIPE BOLLARDS PER ARCH, TYP CJ FI (2) #4 x 6' -0" @ SLAB EDGE, TYP @ TURNDOWN SLAB BLOCKOUTS 1 1 0 8/S -3 U Q w a. 3" MIN, TYP @ BLOCKOUT COL COL COD WOO uJ L,1 0 w RECEIVED CITY OF TI IKVVALA APR 2 8 /IAA PERMIT CENTER U u DC F-- Q w 0 ce W � W ;LI • 0 Q W >-. 2 — w O W J � J o < z > 2 oo (0 oo O7 cxF 1 EXPIRES: 12/07/2009 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: 28" #5 36" THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS SPLICE LENGTH BAR LENGTH #4 28" #5 36" rv■i r r r r II II TEMPORARY SHORING PER G.C. NEW BEAM TO EXIST JOIST CONNECTION SCALE: / = 1 5 / "O x 24" LONG SMOOTH BAR @ 24 "OC GREASE ONE SIDE IN DOWEL INSERT SAWCUT OR 1 PREMOLDED JOINT SUBGRADE PER 5/5 -3 T/THRUST BEAM STEEP AS POSSIBLE (3) #4 CONT MID DEPTH COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT SCALE: 3/4" = 1' -0" 6" COMPACTED FREE -- DRAINING GRAVEL CAPILLARY BREAK LAYER PER GEOTECH REPORT 6" COMPACTED FREE - DRAINING GRAVEL CAPILLARY BREAK LAYER PER GEOTECH REPORT SLAB ON GRADE & REINFORCING PER PLAN 3" CLR (E) JOIST PER PLAN (N) LUS210 HANGER @ EA (E) JOIST (E) FLOOR SHEATHING (E) JOIST PER PLAN (N) PSL BEAM PER PLAN (E) BEARING WALL TO BE REMOVED PER ARCH REINFORCING PER PLAN 'iii MIN. 6MIL VAPOR BARRIER OVER OPTIONAL 2" SAND LEVELING LAYER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT NOTES: 1. FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION PLAN. 2. USE "SOFTCUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. PROVIDE CONSTRUCTION /CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX. TYPICAL SLAB ON GRADE JOINT DETAILS SCALE: /4" = 1' -0" TYPICAL THICKENED SLAB EDGE FOOTING WITH STRIP FOOTING AT PERIMETER T /MEZZANINE FLOOR �o 1".2( `I -wa � WO REINFORCING PER PLAN t PER t PLAN MIN. 6MIL VAPOR BARRIER OVER OPTIONAL 2" SAND LEVELING LAYER COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL OR PER GEOTECH REPORT SLOPE AWAY #4 x ] @ 24 "OC W/ STD HOOKS #4 CONTINUOUS TOP EDGE SIDEWALK OR GRADE ELEVATION PER CIVIL #4 @ 12 "OC HORIZONTAL @ TURNDOWN FOOTING PER PLAN T /GRADE VARIES \ \ FTG DRAIN PER CIVIL 72777777 SCALE: /4" = 1'-0" PSL EXTENDED PAST GLB 2" II (N) HANGERS II TEMPORARY SHORING PER G.C., TYP CANTILEVER BEAM CONNECTION SCALE: 3/4" = 1' -0" 24" #4 x 1 DOWELS @ 48 "OC SLAB ON GRADE & REINFORCING PER PLAN T SOG PER ARCH SCALE: / = 1' -0" a w 0_ SUBGRADE PER 5/S-3 (3) #4 CONT MID DEPTH COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT 24" #4 x — 1 DOWELS @ 48 "OC SLAB ON GRADE & REINFORCING PER PLAN PER PLAN COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT DBL 2x TOP It PT 2x BOTT W/ 1 / 2 "0x6" EXP A.B. @ 30 "OC SUBGRADE PER 5/S -3 (2) #5 CONT MID DEPTH FACE OF GIRT = FACE OF CONC ft v . III — I I I II 16" 4 FACE OF GIRT = FACE OF CONC • (N) GLB & HANGER PER PLAN (N) 2x6 BLOCKING @ 24 "OC @ WALL W/ DTC CLIPS EA SIDE (A35 CLIPS @ BEAM) '(E) FLOOR SHEATHING (N) PSL BEAM PER PLAN (E) JOIST PER PLAN W/ (N) LUS21O, TYP (N) BUNDLED STUD POST PER PLAN IN (N) INTERIOR WALL SHEATHING PER ARCH (E) SLAB 4 a (N) POST FTG PER PLAN TYPICAL FOOTING AND STEM WALL WITH SLAB ON GRADE BASE ANGLES PER BLDG MFR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN #4 x 24" DRY DOWELS IN +16" HOLE @ 24 "OC HAMMER SET, NO EPDXY, EMBED =4" CARPORT SLAB PER PLAN FOOTING PER PLAN CTR ON STEM WALL ALTERNATE HOOK T /MEZZANINE FLOOR T /(E) SOG T /SLAB PER ARCH ( b?) TYPICAL PERIMETER THRUST BEAM AND STEM WALL WITH SLAB ON GRADE BASE ANGLES PER BLDG MFR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN FINISH GRADE PER CIVIL F1 DRAIN PER CIVIL THRUST BEAM PER PLAN ALTERNATE HOOK 1 SCALE: / = 1' -0" T 90° CV rD TROWEL TOP OF THRUST BEAM FLAT (2) #5 MID DEPTH #4 x DOWELS @ 48"OC SLAB ON GRADE & REINFORCING PER PLAN SUBGRADE PER 5/5 -3 (3) #4 CONT MID DEPTH COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT 45' D = 6d FOR 113 THRU #8 D = Sd FOR #9,10 & 11 ALL REINF EXCEPT COL TIES & BM STIRRUPS STIRRUP z 90+ n 180° 45° 135° (S / o FACE OF GIRT = FACE OF CONC 0 STIRRUP OR TIE D - 4d FOR #3,4 & 5 D = 6d FOR #6,7 & 8 z BEAM OR COLUMN CROSSTIES BEAM STIRRUPS & COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER TYPICAL REINFORCEMENT DETAILS 2 � SCALE: N.T.S. TYPICAL FOUNDATION THRUST BEAM DETAIL AT FRAMES SCALE: / = 1' -0" TYPICAL FOOTING AND STEM WALL WITH SLAB ON GRADE 4d OR 2 MIN uJ 180' 90° 180' r I + 6d OR 4 "MIN 90' THRUST BEAM PER PLAN SLAB ON GRADE W/ REINF. PER PLAN SUBGRADE PER 5/S -3 COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT BASE ANGLES PER BLDG MFR #4 @ 12 "OC HORIZ MIN. (1) TOP & (1) BOTT STEM WALL PER PLAN FOOTING PER PLAN CTR ON STEM WALL ALTERNATE HOOK FINISH GRADE PER CIVIL FTG DRAIN PER CIVIL 11 NOTES: 1. WALL SIZE & REINFORCING PER PLAN. 2. CORNER BARS SIZE & SPACING TO MATCH HORIZONTAL REINFORCING. TYPICAL CORNER BARS AT CONCRETE WALLS - SINGLE MAT SCALE: 3 / 4 " = 1' -0" T /SOG AT CORNERS SUBGRADE PER 5/S-3 T /THRUST BEAM STEEP AS POSSIBLE POSSIBLE T /THRUST BEAM = MATCH COL FTG (2) #5 MID DEPTH COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT SLAB ON GRADE & REINFORCING PER PLAN PRE -MFR BLDG FRAMES PER MFR SLAB BLOCKOUTS @ FRAME COLS PER PLAN SLAB ON GRADE PER PLAN (2) #6 HAIRPINS x ( AROUND COL A. B.'S SUBGRADE PER 5/5 -3 THRUST BEAM PER PLAN COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL IN OVER EXCAVATION PER GEOTECH REPORT EDGE OF PERIMETER WALL FOOTING BEYOND 3' -6" LAP CORNER BARS TO MATCH CROSS WALL REINFORCING ALTERNATE HOOK PER PLAN & SCHEDULE STANDARD AT INTERSECTIONS TYPICAL EDGE THRUST BEAM AT PERIMETER SCALE: 3/4 = 1 — O " FOOTING DETAIL AT BUIILDING FRAMES SCALE: /4" = 1' -0" #4 x ] @ 24 "OC W/ STD HOOKS #4 CONTINUOUS TOP EDGE SIDEWALK OR GRADE ELEVATION PER PLAN CORNER BARS TO MATCH CROSS WALL REINFORCING FTG DRAIN PER CIVIL INTERSECTING WALL #4 @ 12 "OC HORIZONTAL THRUST BEAM PER PLAN WALL FOOTING BEYOND CONT REINF THRU COL FTG T /GRADE VARIES FTG DRAIN PER CIVIL METAL SIDING PER MFR WALL ZEE GIRTS PER MFR BASE ANGLES PER BLDG MFR STEM WALL & REINF PER 11/5 -3 11D COMPLIAINIC i 20 T /STEM WALL EL =PER PLAN "v T /FINISH GRADE z a w CL OW Of Tukwila ILDIiV T /FTG RECEIVED CITY OF TUKWILA APR 2 8 2008 7 12 IT CENTER z M 0 r, g co i ma eN Cn 0 S Uu DC w � 0 W ( <5 L11 z a w � > W >0- E 0 0 J J o Q z > 2 1 EXPIRES: 12/07/2009 1 SECTIONS & DETAILS SHEET S -3 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS tal REGISTERED ARCHITECT GALEN C. FAG E STATE OF WASHINGTON OSA DOWN TO HP HIIHIIH OSA TO LO R I IF OSA TO F' 2 X 111 � 0t, 1111■ .� ��` 1 i© Ins ;pm 4 UP TO OSA LOUVER /HP \ HP . 111111411111. II RELIEF FROM HP-1 BLDG A FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1 -0" CONN. RELIEF TO LOUVER 1 II111S11L 11111111111► BLDG A SECOND FLOOR HVAC PLAN SCALE: 1/8" = 1' -0" UP TO RELIEF LO JVER V � 1% II► HP HP w f► ■ ��,. iso r. I "HMI 4 IT, 1111 11 1 0 0 0 ID BLDG A SECOND FLOOR HVAC DEMO PLAN SCALE: 1/8" = 1' -0" • '1/11 '1n r � A A 0 BLDG A FIRST FLOOR HVAC DEMO PLAN SCALE: 1 /8" = 1' -0" CONSTRUCTION NOTES Po- too- lp REMOVE EXISTING AHU AND ASSOCIATED PIPING, DUCTWORK, AND CONTROLS. PROVIDE SPLIT — SYSTEM HYBRID HEAT PUMP, CARRIER MODEL 48XZ, OR EQUAL BY BRYANT, 1100 CFM, 3 TONS NOMINAL CAPACITY. INCLUDE 46,000 BTUH OUTPUT GAS BURNER. PROVIDE REFRIGERANT PIPING BETWEEN INDOOR AND OUTDOOR UNITS. PROVIDE AIR —SIDE ECONOMIZER. PROVIDE SPLIT— SYSTEM HYBRID HEAT PUMP, CARRIER MODEL 48XZ, OR EQUAL BY BRYANT, 1710 CFM, 5 TONS NOMINAL CAPACITY. INCLUDE 92,000 BTUH OUTPUT GAS BURNER. PROVIDE REFRIGERANT PIPING BETWEEN INDOOR AND OUTDOOR UNITS. PROVIDE AIR —SIDE ECONOMIZER. PROVIDE SUPPLY, RETURN, OUTSIDE, AND RELIEF AIR DISTRIBUTION ASSOCIATED WITH INDOOR AIR HANDLER. FIELD ROUTE SIMILAR TO ROUTING INDICATED. SIZE AT THE FOLLOWING PARAMETERS: — PROVIDE NOMINAL 1 CFM /SF SUPPLY AIR FOR OFFICE AREAS AND MINIMUM 0.5 CFM /SF SA FOR TOILET ROOMS. DO NOT PROVIDE AIR FOR GARAGES OR STAIRS. — SIZE SUPPLY AIR DUCTWORK AT 0.10" PD /100'. — SIZE RETURN AIR DUCTWORK AT 0.08" PD /100'. — SIZE OUTSIDE AIR LOUVERS AT 500 FPM OVER NET FREE AREA. — BALANCE MIN. OA PER ASHRAE STD. 62.1 -2004. — PROVIDE BALANCING DAMPERS FOR EACH OUTLET. PROVIDE EXHAUST FAN, COOK MODEL XXXX, 335 CFM EXHAUST. PROVIDE BACKDRAFT DAMPER AND CONNECT TO HOOD AT EXTERIOR. NOT USED. SIZE RELIEF AIR & OA DUCTS AND LOUVERS AT FULL ECONOMIZER (100% SA FLOW) PER WSNREC. COORDINATE LOUVER SIZE WITH GENERAL CONTRACTOR. AVOID 14" DEEP BEAM IN THIS AREA BELOW SECOND FLOOR DECK. REMOVE EXISTING OUTDOOR EQUIPMENT AND ASSOCIATED PIPING AND CONTROLS. 1> PROVIDE DIFFUSERS PER MP JO MECHANICAL CONTRACTOR TO PROVIDE INTERLOCK TO RUN EF -1 WHEN HP -1 OPERATES. PROVIDE PROGRAMMABLE 7 DAY /4 CYCLE THERMOSTAT FOR HP -1 AND HP-2. COORDINATE LOCATION WITH OWNER. RECEIVED CITY OF TUKWILA APR 2 8 2008 PERMIT CENTER 2-I 11l 0 oL 7.31.09 EXPIRES AA/, -TONAL E SIGNED .. FSi consulting engineers ® s Seattle, Washington Solutions (Sc Service PA6E�B&�RU ARCHITECTS P.S. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 1 NF D @PAGEANDBEARD.CDM w w J 4J co 0 CO rn ca CO CO I d- PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT E USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT DR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS. PS 5329 REGISTERED Vi ARCHITECT GALEN C. PAGE STATE OF WASHINGTON BLDG B FIRST FLOOR HVAC PLAN SCALE: 1/8" = 1' -0" ///,"%fA/ a► CONSTRUCTION NOTES PROVIDE EXHAUST FAN, COOK MODEL 210ACEB, 3200 CFM EXHAUST WITH FACTORY CURB TO MATCH ROOF SLOPE. PROVIDE BACKDRAFT DAMPER AND CONNECT TO LOUVER. SEE ARCH. FOR LOUVER DIMENSIONS. COUNTER WEIGHT DAMPER TO OPEN AT .10 ". PROVIDE AND MOUNT CO SENSOR ON WALL, VERIS GW OR EQUAL. CO SENSOR TO START /STOP EF -3. INCLUDE 10 MINUTE MINIMUM RUN TIMER TO AVOID FAN SHORT CYCLING. PROVIDE TRANSFORMER TO REDUCE 115V TO 24V FOR SENSOR. PROVIDE RELAY AND CONTACTS FOR EF -3 CONTROL BY CO SENSOR. 0 i / ..e Fiat I -- __ . _...._. m v ii I 1 / i I' ,, 'I P 1 GAS MOUNT AGAINST m i, WALL. CAP AT 18" AFF I !i g ! I L I /wr /fir /� I / /� m _ f 1" GAS UNDERGROUND FROM BUILDING A 0 0,0 0 0 7.31 09 EXPIRES RECEIVED CITY OF TUKWILA APR 2 8 ZUU8 PERMIT CENTER 0968 �E SIGNED • FSi consulting engineers Seattle, Washington Solutions 8c Service PAGE & BEARD ARCHITECTS P.& 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD,COM oD rn co- PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, P5 5329 REGISTERED A R C HITE CT GALEN C. PAGE STATE OF WASHINGTON 6 3 m3 a3 0 BLDG A SECOND FLOOR PLUMBING PLAN SCALE: 1 /8" = 1' -0" 1" UNDERGROUND GAS LINE TO BUILDING B T BLDG A FIRST FLOOR DOMESTIC WATER AND GAS PLUMBING PLAN SCALE: 1/8" = 1' -0" �— GAS METER • mThilip MEI° • 1 p 14 Ira • BLDG A FIRST FLOOR WASTE & VENT PLUMBING PLAN SCALE: 1/8 = ,,_o. O— I BLDG A FIRST FLOOR PLUMBING DEMO PLAN SCALE: 1/8" = 1' -0" CONSTRUCTION NOTES EXISTING LAV TO REMAIN. EXISTING WC TO REMAIN. 3/4" CW UP. CONNECT TO EXISTING CW LINE BELOW 2ND FLOOR. 1/2" HW UP. CONNECT TO EXISTING HW LINE BELOW 2ND FLOOR. ROUTE RELIEF VALVE DRAIN THRU WALL. PROVIDE THERMOSTATIC MIXING VALVE ASSEMBLY IN THIS LOCATION, LEONARD MODEL TM -20E. SET AT 120° LWT. CONNECT TO EXISTING 4" VTR BELOW 2ND FLOOR. REMOVE EXISTING FIXTURE AND ASSOCIATED PIPING. REMOVE EXISTING CW LINE TO 2" AFF AT RISER. CONTRACTOR TO EVALUATE SIZE OF METER AND COORDINATE WITH GAS COMPANY TO INCREASE SIZE IF REQUIRED. Pm- CONNECT TO EXISTING 1-1/2" CW RISER AT ENTRANCE TO BUILDING. CONTRACTOR SHALL CONFIRM IF ISOLATION VALVE AND BFP ARE EXISTING. IF SO, CONNECT TO EXISTING. IF NOT, PROVIDE ISOLATION VALVE AND BFP IN RISER. PROVIDE PRESSURE REGULATOR SIZED AT 50 PSI DISCHARGE PRESSURE. 3" CONCENTRIC VENT. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ROUTE THRU EXISTING WALL PENETRATION. REMOVE EXISTING FAN AND SHROUD. NOT USED. REMOVE EXISTING WH. PROVIDE NEW WH -1. INSULATE ALL DOMESTIC HW AND CW PIPING IN HWH ROOM. EXISTING SS TO REMAIN. CONNECT TO EXISTING WASTE BELOW SLAB INSIDE BUILDING. CONFIRM INVERT OF EXISTING WASTE PRIOR TO INSTALLATION OF BELOW FLOOR WASTE. ROUTE 1" G ALONG OUTSIDE WALL. DROP BELOW GRADE AS SHOWN, ROUTE TO NEW BUILDING. •9 CONNECT TO EXISTING GAS LINE IF ADEQUATE SIZE. SEE NOTE 11. GAS CONN. TO GENERATOR TO REMAIN. ROUTE GAS TO HP -1, HP -2, WH -1. CONTRACTOR TO SIZE BRANCH LINE TO HEAT PUMPS. RECEIVED CITY OF TUKWILA APR 2 8 Z008 PERMIT CENTER FSi consulting engineers • Seattle, Washington Solutions & Service PAGE BEARD ARCHITECTS p_5,, 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDBEARD.CDM PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION BRANCH PIPE SIZE - INCHES DIA. REMARKS COLD WATER HOT WATER WASTE VENT LAV 1 LAVATORY 1/2" 1/2" 1 -1/2" 1 -1/4" COUNTER- MOUNTED, AMERICAN STANDARD AQUALYN 0476.028, DELTA MODEL 501 FAUCET UR -1 URINAL 3/4" - 2" 1 -1/2" AMERICAN STANDARD ALLBROOK 6541.132 TOP SPUD, SLOAN ROYAL MODEL 186 -1.0 FLUSH VALVE, 1.0 GPF, JR SMITH MODEL 0637 CARRIER WC -1 WATER CLOSET 1" - 4" 2" AMERICAN STANDARD AFWALL 3351.160, SLOAN ROYAL MODEL 111 FLUSH VALVE, 1.6 GPF, JR SMITH 0210 CARRIER, BEMIS 1955C SEAT FD -1 FLOOR DRAIN - - 3" 1 -1/2" JR SMITH 2010 CO FLOOR CLEANOUT - - - - JR SMITH 4020 SH -1 SHOWER 1/2" 1/2" 2" 1 -1/2" LASCO MN: 1483 -CST VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE SH -2 SHOWER 1/2" 1/2" 2" 1-1/2" LASCO MN: 1363 -BFSC W/ HAND- HELD SHOWER, SLIDE BAR, VACUUM BREAKER, PRESSURE BALANCING MIXING VALVE, GRAB BAR, 3/4" DAM, ADA SHOWER COMPLIANT WATER HEATER SCHEDULE IDENTIFICATION NUMBER SERVICE LOCATION TYPE [1] CAPACITY (GALLONS) SERVICE CONDITIONS RECOVERY CONDITIONS MIN EFF [2] GAS BASIS OF DESIGN (MFR, MODEL NO.) ENTERING (DEG F) LEAVING (DEG F) CAPACITY GAL/HR TEMP RISE (DEG F) CAPACITY (BTU /HR) INLET PRESSURE PSI WH -1 BELOW STAIR ST 60 40 140 279 80 80% ET 199000 0.5 BRADFORD- WHITE MODEL EF- 60T -199E PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: TAP -IN BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -125 THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING , PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED ril ARCHITECT GALEN C. PAG E STATE OF WASHINGTON SIZING CHART CFM RANGE DIFFUSER NOMINAL NECK SIZE TAP -IN BASIS OF DESIGN THROW AT 100 FPM (FT) [1] NC [2] 0 -125 6" x 6" 8"0 TITUS MCD 7 <10 125 -225 8" x 8" 8"0 TITUS MCD 9 12 SCHEDULE NOTES: [1] ST = STORAGE; INS = INSTANTANEOUS [2] MINIMUM EFFICIENCY AS SCHEDULED AND AS REQUIRED BY THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE. ET = THERMAL EFFICIENCY FLEX DUCT, MAX 6' LENGTH SQUARE —NECK DIFFUSER r TAP —IN n 3" 'I' 4" /EQUAL 24 GA SHEETMETAL DIFFUSER CAN L CAN SIZE TO SLIP OVER DIFFUSER NECK n [1] AT ISOTHERMAL CONDITIONS. [2] MAX FOR EACH OCTAVE BAND WITH 10dB ROOM ABSORPTION. Q_ FLEX DUCT - 1)VV6 PERFORATED METAL DIAMOND #341 OR EQUAL, 5/32" DIA HOLES @3/16" WITH 65% OPEN AREA. EQUAL 22 OR 24 GAUGE COLD ROLLED LAY —IN CEILING SHOWN, FRAME —MOUNT TO "HARD" CEILINGS SQUARE-NECK SUPPLY DIFFUSER DETAIL SCALE: NONE MP - 1.0 RECEIVED CITY OF TUKWILA APR 2 81UU8 PERMIT CENTER 7.31.09 EXPIRES ft • • 04.09.05 • .. , SICBED li • FSi consulting engineers Seattle, Washington Solutions & Service PA68�BEAN� ARCHITECTS PS 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO €PAGEANDSEARD.COM U w 0 w W W LL' N z 0 �Q w � � w D O ›- 2 W ce J o Q z > 2 PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING ® PAGE & BEARD ARCHITECTS, PS Viil 5329 REGISTERED ARCHITECT GALEN C. PAGE STATE OF WASHINGTON D. • • 4 "FI 0 i • Intik , L NEW SIGN LOCATION 3 #10 F3A • • 0 RELOCATED SIGN RL LIGHTS • ik 0 .._ GATE MOTOR 1HP, 240V, 1PH PLU QU.ND, 1 "C 0 4D 0 REMOVE (2) EXISTING SIGN LIGHTS & RELOCATE TO NEW SIGN LOCATION. (MATCH EXISTING INSTALLATION & EXTEND EXISTING POWER CIRCUIT TO NEW FLAG POLE LIGHT) MODIFY CONDUIT & WIRE S REQUIRED. (COORDI ATE ROUTING, CUTTING & PATCHING OF PAVEMENT, CONCRETE, ETC. W/ GENERAL CONTRACTOR) N:W FLAG POLE L GHT 0 — / / 0 v1AINTHANCE FACILITY 9 +24' +24' / TO PANEL M(VEW) BUILDIN / CIRCUIT. M -1 / #10 WARE (COORDINATE ROUTING, C TING — & .... PATCHING OF CONCRET , ETC., WITH GENERAL -- CONTRA -, 3 #1 27 y 0 PANEL M (M1) #1 0 SCALE: 1"=10'-0" #10 WIRE MAKE CONNECTION TO SUMP PUMP CONTROLLER 11 t A no n INSTAtC " CONDUIT FROM CARD READER T ATE CONTROLLER . (.GU$R.PTNATE : .. H GATE SUPPLIER)„_ GATE MOTOR! 1HP, 240V, 1PH M -21,23 REMOVE EXISTING POLE & LUMINAIRES (INCLUDING BASE) i Isms 0 3 #10 PLUS GROUND, 1 "C. • • • SUMP PUMP 240V, 1PH, 3W PROVIDE 30A FUSED DISCONNE T COO DINATE FUSE SIZE WITH GENERAL CONTRA. OR PANEL "M" LOCATION 0 1 11 EXISTING OFFICE BLILII \G REPLACE EXISTING WALL PAC FIXTURES WITH NEW FIXTURE. (TYPICAL ON EXISTING BUILDINGS, 11 LOCATIONS) (PROVIDE NECESSARY MOUNTING MATERIALS FOR RIBBED METAL SURFACES) 0 0 0 ELECTRICAL SITE PLAN 0 1 -2 __ ENTER BUILDIN OW. COORDINATE W/ G LINE 4 PANEL FEEDER (1-1/4"C) FIRE ALARM SYSTEM CONDUIT (1- 1/4 "C) STUB & BUSH BOTH ENDS 0 6' -0 "AFF DATA WIRING CONDUIT (1- 1/4 "C) STUB & BUSH BOTH ENDS @ 6' -0 "AFF SECURITY SYSTEM CONDUIT (1- -1/4 "C) STUB & BUSH BOTH ENDS @ 6' -0 "AFF TAP LOAD SIDE OF MOTOR CIRCUIT W TH #10 CONDUCTORS Sc ROUTE (THRU 20A, NE A 3R BREAKER) TO CONVENIENCE OUTLET. ■ +24' +/- +24' +/- • E : ■ ■ 41246 r III PORTABLE / / / / /./ I-LB EXISTING GARAGE BUILDING E5K /DUPL CONVIENIEN E OUTLET MOUNTED ON L IRO SUPPORT EX ( +36 ") V6/ CONCRET BASE. PAINT SUPPORT GRAY. 7 O . 4 % ). RECEIVED CITY OF TUKWILA APR 2 8 Yi u PERMIT CENTER Cr) 0 CO 0 0 W x W co 00 co 1 t o n co In w d a) • be rig P- • cd co) • 8 GV 0 °' as PAGE & flEARD ARCHITECTS .PSG 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PABEANDBEARD.COM U 72w v) Q w W W N 0 W w J > > 2 D O W � J � J o Q z > 2 ELECTRICAL SITE PLAN SHEET E -1.0 TYPE DESCRIPTION LAMPS MANUFACTURER WATTS F1 SMALL PATRIOT. DIECAST HOUSING. FULL CUTOFF HI PERFORMANCE TYPE IV OPTICS. DARK SKY FRIENDLY. 1 -MS320 PS BU -HOR LSI #PTHS -FT- 320 - PSMH- F- MT -HSS- BKA- BO -RA -8 COLOR - 4RPBO S1OG 22 S 20' STEEL POLE (MATCH LUMINAIR) 368 F2 SMALL PATRIOT. DIECAST HOUSING. FULL CUTOFF HI PERFORMANCE TYPE III OPTICS. DARK SKY FRIENDLY. 1 -MS320 PS BU -HOR LSI #PTHS -3- 320 - PSMH- F- -MT -HSS- BKA-- BO --RA -8 COLOR -- 4RPBO S1OG 22 S 20' STEEL POLE (MATCH LUMINAIR) 368 F3 SMALL PATRIOT WALL SCONCE. DIECAST HOUSING. FULL CUTOFF HI PERFORMANCE TYPE IV OPTICS. 1 -M175 UU MED LSI #PTWS -FT-175-- MH -F -MT 218 F3A SMALL PATRIOT WALL SCONCE. DIECAST HOUSING. FULL CUTOFF HI PERFORMANCE TYPE IV OPTICS. 1 -M100 UU MED LSI #PTWS -FT- 100- MH -F -MT 100 F4 2 -LAMP FLUORESCENT W/ WG & LOW TEMP. BALLAST. PENDANT MOUNT (LEVEL) 2 -40W HO LSI #S232SS0 -WG -240 (CW) 80 F5 2 -LAMP FLUORESCENT W/ WG & LOW TEMP. BALLAST. (DAMP LABEL) 3 -40W HO LSI #S232SS0 -WG -240 (CW) 80 F6 SURFACE MOUNTED ENCLOSED & GASKETED FLUORESCENT FIXTURE. (LOW TEMP BALAST) 1 -32W T8 LSI # EG- 132- CW -DL -CS 32 F7 GROUND MOUNTED FLAG POLE LIGHT. 1 -100MH LSI #RDB -SPV 100 F8 SURFACE 2LAMP WRAPAROUND. 2 -32W T8 LSI #PR11 64 F9 6" RECESSED FLUORESCENT. 1 -26W CFL LSI #206HCFL 26 F10 8' RECESSED FLUORESCENT WITH WET LOCATION LABEL. 1 -26W CFL LSI #208HCFLL 26 F11 4' WALL VANITY LIGHT. 1 -32W FL LSI #WB 32 F12 2' WALL VANITY LIGHT. 1-17W FL LSI #WB 17 PERMIT SET Panel M 1 PANEL SCHEDULE I tom THIS DOCUMENT REPRESENTS A PROPRIETARY N 1201240V, 1 Ph 3W 100A Bus SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR i100A M.C.B (SERVICE RATED) 5329 REGISTERED Visi ARCHITECT GALEN C.PAGE STATE OF WASHINGTON Ckt. No. Description / Location , 1 Load (VA) Load Type C.B. Amp C.B. Pole Phase C.B. Amp C.B. Pole Load (VA) Load Type Description Location / ; J Ckt, No. 1 3 5 9 11 13 15 17 19 21 23 25 27 29 SITE LIGHTING BUILDING LIGHTING BUILDING LIGHTING _ CONVENIENCE OUTLET CONVENIENCE OUTLET SPARE I - CONVE NIENCE OUTLET' CONVENIENCE OUTLET CONVENIENCE OUTLET CONVENIENCE OUTLET GATE MOTORS GATE MOTORS SUMP PUMP -- -- i 1 i 1 i 1,472 654 654 180 360 180 180 180 180 1,600 1,600 1,200 1,200 • - — »-iC'1it '.ttt [L't 22.2.2 I i 20 20 20 20 20 20 20 20 20 20 30 30 30 - • rir =r 3r r it, r•-r•r r 0.11 .C.4 • € • • , Oict t(7!Q,VictO lc(1O et'O •d'O €.: • 20 20 20 20 20 20 �20 20 20 20 20 20 20 20 ZO 880 960 600 180 360 __. 180 360 180 1,200 800 _.. _ 800 800 j I E 1 INTERIOR INTERIOR SPARE EX V" _- CONVENIENCE CONVENIENCE SPARE CONVENIENCE CONVENIENCE SPARE 1 CONVENIENCE UNIT HEATERS DOOR MOTORS DOOR MOTORS DOOR MOTORS LIGHTING LIGHTING T _ _.. _ : : .. OUTLET OU LET .- OUTLET OUTLET OUTLET i 2 4 fi . s 10 12 14 16 ' 18 20 22 24 26 28 30 ' Tot al Connected Load: Ph A Total Connected Load: Ph C I Total Connected Load: ' ° a a 8,846 VA 1 74 A 8,094 VA .. ., 67 A .. 16.9; ; 70.6 AMPS Total Demand �. Load: 18.1 75.4 * . KVA AMPS 'GF I TYPE BREAKER PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING 0 PAGE & BEARD ARCHITECTS, PS 5329 REGISTERED Visi ARCHITECT GALEN C.PAGE STATE OF WASHINGTON Load Calculation: I :-. [Existing service is rates at 225 amps 30 day meter reading peak demand NEC required add of 25% Item to be removed - Water seater !(Building A) I Air Handler Heat Pump .. . Air Handler Heat rump Total 1Added HP ;(Building A) HP HP Comp a 3 `Added - New Panel M . GABS UNI 1/ HP, 120 Total Total • KW AF at 240' - 30.3 Total 6.3 9.5 1.5 20.3 Difference ( -10) 18.1 M - 30 211 AMPS -41 .. 75 +36 "(TYP) DOOR MOTOR (TYPICAL OF 6) MAKE 120V CONNECTION TO -CO DETECTOR: COOR: W/ DIVISION 15. M -28 EXH. F 1/3 HP, 120V W F GI M -26 SCALE: 1/8" = 1' -0" ELECTRICAL PLAN SYMBOL LEGEND 2X4 FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE o-o POLE MOUNTED LIGHT FIXTURE GFI® CONNVENIENCE OUTLET (GROUND FAULT INTERRUPTER TYPE) +36" F 0 1 FO ENTER LOW (APPROX. 6 "AF WP WEATHER PROOF os OCCUPANCY SENSOR ❑ WALL SWITCH (3 = 3WAY TYPE) MANNUAL THERMAL SWITCH ELECTRICAL PANELBOARD FUSIBLE DISCONNECT SWITCH (MAKE POWER CONNECTION TO MOTOR OR DEVICE) LIGHT FIXTURE TYPE CONDUIT & CONNECTIONS HAVE RUN I EMERGENCY BATTERY UNIT (LSI -EMW, 6V) DETAIL NOTES ELECTRICAL CONTRACTOR TO INSTALL OVERHEAD DOOR CONTROL (CONTROL PROVIDED WITH DOOR). INSTALL CONTROL WIRING IN CONDUIT AS REQUIRED. INSTALL NEW 100 AMP 2P, BREAKER (MATCH EXISTING PANELBOARD CONSTRUCTION GE -TFJ) HEATER M -16,18 16 CFI] i1i12 GFI OUTLETS M -10,12 GFIil►15 GFIIU 13 II 456 tea FI 9 ∎ 11) 410 3 SEE DRAWING E-3 FOR ADDITIONAL WORK IN THIS BUILDING PANEL M _ w GAS UNIT HEATER 1 /3HP, 120V (FUTUTRE) LIGHTING ONTACTOR & CONTROL TIME CL CK W/ PC (ON ROOF) CIRCUITS'- -1,3,5 CUT, PATCH & SEAL AROUND CONDUIT EXISTING DISTRIBUTION PANEL -REFER TO ONE LINE. a PANEL FEEDER (1- 1/4 "C) FIRE ALARM SYSTEM CONDUIT (1- 1/4 "C) STUB & BUSH BOTH ENDS @ 6' -0 "AFF DATA WIRING CONDUIT (1- 1/4 "C) STUB & BUSH BOTH ENDS ® 6' -0 "AFF SECURITY SYSTEt1 CONDUIT (1- 1/4 "C) STUB & BUSH BOTH ENDS @ 6' -0 "AFF J ROUTE NEW PANEL FEEDER OVERHEAD IN GARAGE AREA. SEE ONE -LINE DIAGRAM FOR CONNECTION DETAIL. COORDINATE ROUTING WITH EXISTING STRUCTURE, & OTHER EQUIPMENT. CONTRACTOR TO REMOVE EXISTING WATER HEATER CIRCUIT (BACK TO PANEL) COORDINATE EXACT LOCATION WITH DIV. 15 CONTRACTOR. LIGHTING FIXTURE SCHEDULE GROUNDING PER N.E.C. GROUNDING PER N.E.C. REMOTE SHOP PANEL GENERAC - 6OKVA /6OKW P.F.L.0 225A MB, 24K AIC NATURAL GAS W/ PROPAINE BACKUP 3 #3, 1-1/4"c NEW PANEL M GE TFJ BREAKERS #4/0 Cu (250A) ATS 125A PNL GE LOAD CENTER - 6 SPACES 0 225A SERVICE EN TR. #4/0 Cu (230A) 59A BACK SHOP PANEL 100A /2P INCOMMING SERVICE EXISTING MDP 400A- 120/240V GE STYLE 2 o- 125A 200A 400A -o a MB 200A O CT —0 0 ONE -LINE DIAGRAM NOT TO SCALE (ALL EXISTING EXCEPT ASSOCIATED WITH NEW PANEL M). •� SPLICE 400A PANEL C 60A J WELDER PANEL EXISTING (2) SETS OF 300KCM ALUMINIUM RATED FOR 460 AMPS) RECEIVED CITY OF TUKWILA APR 28 2008 PERMIT CENTER 0 0 CO 0 a a �5 ARCHITECTS RS. 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO€ PAGEANDBEARD.COM Uo 2 E2 'A' 1— 2 Q w W W LL' N W J �w D O >- 2 W J � J o Q CO (D d) BLDG B POWER & LIGHTING PLANS, SCHEDULES, ONE -LINE DIAGRAM SHEET E -2.0 14816 Military Road South PERMIT SET JOB NO: 07.15 DATE: 4/24/2008 REVISIONS: THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WRITING m PAGE & BEARD ARCHITECTS, PS 5329 RSTE ARC RED GALEN C. FAG E STATE OF WASHINGTON 4 MANAGER EXTEND EXISTING CIRCUIT TO NEW FIXTURE SCALE: 1/4"= 1'--0" EXIST OPEN OFFICE r I -- 1 1 II i ^ i 1 1 1._,/ 1 I 1 - I ` \ 7�� I 1 L v 1, Iii L EXISTING TO REMAIN $ RECORDS 1 ▪ -. I L ■_„ NEW DISC. INSTALL (2) NEW SWITCHES FOR REMAINING EXISTING SHOP LIGHTING (MODIFY CONDUIT AND WIRING REQUIRED TO MATCH EXISTING CONTROLS) EN H SCALE: 1/4 "= 1' -0" DEVICES SHOWN TO BE REMOVED, UNLESS OTHERWISE NOTED COORDINATE W/ DIVISION 15 FOR REMOVAL OF BASEBOARD HEATERS, EX.H FANS, ETC. NEW FURNACE — DISCONNECT & RECONNECT TO EXISTING CIRCUIT (120V) MODIFY EXISTING CIRCUIT TO MAINTAIN POWER & CONTROL TO REMAINING SHOP LTG. l � I MI EN _ n A fr FIRST FLOOR DEMO. PART PLAN (BUILDING A) 1 ,rw 1 tat C • �� i' rGs, ° HP -2A HP -1A 44.2 MCA 29.5 MCA EXISTING 50A & 30A FUSED SWI & CIRC'S TO BE REUSED & RECC TO NEW UNITS (MODIFY CONDUI AS NECESSARY) NOTE: MODIFY & REUSE EXISTING LIGHTING, WALL HEATER, FAN & RECEPTACLE CIRCUITS I REMODEL FOR NEW LAYOUT & DEVICES. VERIF CIRCUIT USED ARE NOT OVER LOADED PER N.E 0 TCHES NNECTED & WIRE NOTE: EX.F #1 & #2 ARE TO BE CONTROLLED BY DIVISION 15. FIRST FLOOR POWER AND LIGHTING PART PLAN (BUILDING A) TER HEATE AREA OF THAT C. 20' -0" 3 5-0" HANDHOLE MAKE GROUND CONNECTION GRADE 56" x 3/4" DIA. ANCHOR BOLTS NOT TO SCALE a `. 44 v , v . ' 44' 1 . 44. -H 18" DIA H POLE BASE DETAIL LUMINAIRE ALUMINUM POLE CONDUIT BUSHING COVER & BASE PLATES PVC CONNECTION PVC— SCHEDULE 40 UNLESS NOTED OTHERWISE. PVC MUST INCLUDE GROUND WIRE. GALVANIZED RIGID STEEL REINF. STEEL #4 VERTICALLY #4 HORIZ. @12" O.C. CONCRETE BASE A L IIIJL NEW DISC. 24 "min. CONDUIT —TYPE AS SPECIFIED. NEW FURNACE — DISCONNECT & RECONNECT TO EXISTING CIRCUIT (120V) INSTALL YELLOW PLASTIC IDENTIFICATION STRIP THE FULL LENGTH, LABELED "DANGER HIGH VOLTAGE CABLE" 0 0 li= — 111 — III_.I I�1 =1II ICI — I .. EWE!' I I I ,r III —III, 111 — I : 1E 111 6110 111 — I 1= _III =1 11 111; I x . ; 111 111 11 I— —,I 1 I 111 1 7... TRENCH DETAIL NOT TO SCALE 111: RESURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS —SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS. BACKFILL -95% COMPACTION 6" OR MORE OF CLEAN SAND OR APPROVED EXCAVATED MATERIAL. LOW VOLTAGE CONDUIT SECOND FLOOR POWER PART PLAN (BULDING A) SCALE: 1/4"= 1' -0" CITY OF TuK V\flLA APR 2 8 1UU8 PERMIT CENTER 0 OO 0 0 0 6 W as Ch CD V] 0 e- a Ca nI fa w d? cp 1,4 co 4 O 10 co �a PACB�BE�II ARCHITECTS RS, 910 MARKET STREET KIRKLAND, WA 98033 TEL: 425.827.7850 FAX: 425.827.7014 INFO @PAGEANDBEARD.COM 6) BLDG A -POWER & LIGHTING PLANS ;SHEET• E -3.0 J -BOX FOR APPLE LOGO LIGHT BOX FLUORESCENT LIGHT FIXTURE TRANSLUCENT DIFFUSER ALUMINUM LIGHT BOX, PAINT WHITE (INSIDE) SCALE: 6 " =1' -0 N W J 0 J LJ w O PREFINISHED INSIDE EDGE MATTE BLACK CLOSURE PANEL MTL PNL JOINT L000 II ACRYLIC LOGO OyJ O V SCALE: 3 "=1' -0 SECTION LOGO SIGN BOX 1 OVIDE REMOVEABLE CESS PNL AT BACK or BOX TO ALLOW A TO LIGHTS AS NOTED SCALE SIGN ACCESS PLATFORM W/ 3/4" PLYWOOD 3"=1 SCALE 3/16" STAINLESS STEEL BEAD BLASTED PANEL 11 ENCLOSE TO PREVENT LIGHT LEAKS, TYP. • " METALUX FLUORESCENT STRIP FIXTURE *STN- 296- H0120V- LE3 -20 OR EQ. STACK WITHIN WINDOW OPNG TO ENSURE EVEN ILLUMINATION OF LOGO • 4 MM BEAD BLASTED STAINLESS STEEL PANEL SECTION LOGO PANEL CONTROL LINE OF PANEL ACRYLIC LOGO PANEL LIGHT BOX AND DIFFUSER BEYOND - VERIFY EVEN ILLUMINATION OF LOGO, NO SHADOWS T.O. STOREFRONT rAlw /I • HORIZONTAL JOINT OF 2 PIECE (WHITE) SHT. MTL. BACKING WITH REMOVABLE FASTENERS AT REAR OF LIGHTBOX.TOP HALF OF BACKING TO BE REMOVABLE FOR MAINTENANCE ACCESS AS REQ'D. 1/8" REVEAL FOR 3' -0" LOGO OR SMALLER 1/4" REVEAL FOR LARGER THAN 3' -0" LOGO VERIFY EVEN ILLUM. OF LOGO T METALUX FLUORESCENT STRIP FIXTURE *STN- 296- H0120V- LE3 -20 OR EQ. STACK WITHIN WINDOW OPNG TO ENSURE EVEN ILLUMINATION OF LOGO ACRYLIC PANEL 1/8" REVEAL FOR 3' -0" LOGO OR SMALLER 1/4" REVEAL FOR LARGER THAN 3' -0" LOGO 3 11 = 1 1_ 0 1 SCALE X21 OF PNL C OF LOGO, STONE, & SS PNL HORIZONTAL SECTION LOGO SIGN BOX WIDTH VARIES BASED ON HEIGHT OF LOGO - SEE THOMAS SWAN SHOP DRAWINGS H:\Projects\Apple\Southcenter\caddapsct\Sheets\apsct_a-092.sht TRANS -WHITE ACRYLIC LOGO 4MM THICK SS PNL OF LOGO (VERTICAL) EQ A IS HALF THE "BITE" HEIGHT DIMENSION. EQ B IS HALF THE "DIMPLE TO DIMPLE" HEIGHT DIMENSION. EQ C IS HALF THE DIFFERENCE BETWEEN THE EQ A AND EQ B DIMENSIONS. EQ D IS HALF THE TOP EQ C DIMENSION. LOGO CNTR W/ PNL JOINTS LOGO ELEVATION W/ LIGHTBOX 7/8/2008 PROVIDE REMOVEABLE ACCESS PANEL AT BACK OF BOX TO ALLOW ACCESS TO LIGHTS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION ONE PIECE ALUMINUM BOX FRAME NOTE: LOGO AND LIGHT BOX PROVIDED BY THOMAS SWAN FOR ALL LOGOS LESS THAN 5' -0" IN HEIGHT. 10:00:59 AM 3 /16" THICK TRANSLUCENT DIFFUSER LIGHT W/ INTERGRAL BALLAST w 3 11 = 11 - 011 SCALE OF LOGO (HORIZONTAL) 1"=1-0" SCALE RECEIVED CITY OF TUKWILA tjlil_ 10 2008 PERMIT CENTER 1 11 =1 1 - SCALE Apple Inc WEST FI ET D ' S - T WOE NT E R - ,. 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET DRAWING SET DRAWING NO. CALLISON CALLISON www.callison.com PROJECT NO. 207051 .53 MARTIN 'CEE HILL 'ATF OF WASHINGTON COPYRIGHT © 2008 CALLISON DRAWING TITLE STOREFRONT DETAILS- LOGO BOX =aE 'STEERED A09.2 APPLE INC, 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 HEIGHT PER STOREFRONT ELEVATION It _ - - -__ 14 „ - -- - - - - -- -- 7 I' `A Y ,I ,- Li t 1 Li J -BOX FOR APPLE LOGO LIGHT BOX FLUORESCENT LIGHT FIXTURE TRANSLUCENT DIFFUSER ALUMINUM LIGHT BOX, PAINT WHITE (INSIDE) SCALE: 6 " =1' -0 N W J 0 J LJ w O PREFINISHED INSIDE EDGE MATTE BLACK CLOSURE PANEL MTL PNL JOINT L000 II ACRYLIC LOGO OyJ O V SCALE: 3 "=1' -0 SECTION LOGO SIGN BOX 1 OVIDE REMOVEABLE CESS PNL AT BACK or BOX TO ALLOW A TO LIGHTS AS NOTED SCALE SIGN ACCESS PLATFORM W/ 3/4" PLYWOOD 3"=1 SCALE 3/16" STAINLESS STEEL BEAD BLASTED PANEL 11 ENCLOSE TO PREVENT LIGHT LEAKS, TYP. • " METALUX FLUORESCENT STRIP FIXTURE *STN- 296- H0120V- LE3 -20 OR EQ. STACK WITHIN WINDOW OPNG TO ENSURE EVEN ILLUMINATION OF LOGO • 4 MM BEAD BLASTED STAINLESS STEEL PANEL SECTION LOGO PANEL CONTROL LINE OF PANEL ACRYLIC LOGO PANEL LIGHT BOX AND DIFFUSER BEYOND - VERIFY EVEN ILLUMINATION OF LOGO, NO SHADOWS T.O. STOREFRONT rAlw /I • HORIZONTAL JOINT OF 2 PIECE (WHITE) SHT. MTL. BACKING WITH REMOVABLE FASTENERS AT REAR OF LIGHTBOX.TOP HALF OF BACKING TO BE REMOVABLE FOR MAINTENANCE ACCESS AS REQ'D. 1/8" REVEAL FOR 3' -0" LOGO OR SMALLER 1/4" REVEAL FOR LARGER THAN 3' -0" LOGO VERIFY EVEN ILLUM. OF LOGO T METALUX FLUORESCENT STRIP FIXTURE *STN- 296- H0120V- LE3 -20 OR EQ. STACK WITHIN WINDOW OPNG TO ENSURE EVEN ILLUMINATION OF LOGO ACRYLIC PANEL 1/8" REVEAL FOR 3' -0" LOGO OR SMALLER 1/4" REVEAL FOR LARGER THAN 3' -0" LOGO 3 11 = 1 1_ 0 1 SCALE X21 OF PNL C OF LOGO, STONE, & SS PNL HORIZONTAL SECTION LOGO SIGN BOX WIDTH VARIES BASED ON HEIGHT OF LOGO - SEE THOMAS SWAN SHOP DRAWINGS H:\Projects\Apple\Southcenter\caddapsct\Sheets\apsct_a-092.sht TRANS -WHITE ACRYLIC LOGO 4MM THICK SS PNL OF LOGO (VERTICAL) EQ A IS HALF THE "BITE" HEIGHT DIMENSION. EQ B IS HALF THE "DIMPLE TO DIMPLE" HEIGHT DIMENSION. EQ C IS HALF THE DIFFERENCE BETWEEN THE EQ A AND EQ B DIMENSIONS. EQ D IS HALF THE TOP EQ C DIMENSION. LOGO CNTR W/ PNL JOINTS LOGO ELEVATION W/ LIGHTBOX 7/8/2008 PROVIDE REMOVEABLE ACCESS PANEL AT BACK OF BOX TO ALLOW ACCESS TO LIGHTS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION ONE PIECE ALUMINUM BOX FRAME NOTE: LOGO AND LIGHT BOX PROVIDED BY THOMAS SWAN FOR ALL LOGOS LESS THAN 5' -0" IN HEIGHT. 10:00:59 AM 3 /16" THICK TRANSLUCENT DIFFUSER LIGHT W/ INTERGRAL BALLAST w 3 11 = 11 - 011 SCALE OF LOGO (HORIZONTAL) 1"=1-0" SCALE RECEIVED CITY OF TUKWILA tjlil_ 10 2008 PERMIT CENTER 1 11 =1 1 - SCALE Apple Inc WEST FI ET D ' S - T WOE NT E R - ,. 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET DRAWING SET DRAWING NO. CALLISON CALLISON www.callison.com PROJECT NO. 207051 .53 MARTIN 'CEE HILL 'ATF OF WASHINGTON COPYRIGHT © 2008 CALLISON DRAWING TITLE STOREFRONT DETAILS- LOGO BOX =aE 'STEERED A09.2 APPLE INC, 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 HEIGHT PER STOREFRONT ELEVATION SECTION @ T-STAT SENSOR 6 " =1-0" SCALE SECTION @ S.S. ENT SOFFIT FULL SCALE PLAN V IA e� N 5'-1" A.F.F. T-STAT SENSOR HEIGHT SECTION VIEW 1/8" SECTION VIEW 3 3/8 " 4 5/8 " 3 3/8 " SS PANEL 1/16" 1 /16" THICK METAL PLATE DRILLED TO RECEIVE PANEL STUD BOLT, BY G.C. STUD BOLT ANCHORS ON BACKSIDE OF PANEL (BY SS MFG) 1/16" REVEAL AROUND CYLINDER STANDARD ELECTRICAL BOX FOR KEYSWITCH ACCESS DEVICE KEYSWITCH CYLINDER FIELD DRILLED HOLE(S) TO RECEIVE PANEL STUD BOLTS (TYP. OF 2) METAL PLATE W/ HOLE FOR 6-32 THREAD BY G.C. 3/4 'L3/4 ' SECTION KEYHOLE SWITCH _METAL BRACKET BY G.C. STUD BOLTS BY SS PANEL MFG 13/16" HOLE B SS . MFG SS THERMOSTAT BUTTON SENSOR STUD BOLTS BY SS PANEL MFG SS PANEL 1/16" REVEAL AROUND SENSOR SS PANEL BEYOND 2 1/2 " REAR ELEVATION VIEW 6 " =1' -0" SCALE SS PANEL SS PANEL 3MM !(1/8 ") SHOPKIT CABLE MINI SYSTEM NO. 963083/ T3.1 OF DISPLAY TRACK SS PANEL ENTRY SOFFIT WALL PANEL(S) BEYOND THREADED PIN PROVIDED BY KIKUKAWA TO ALLOW FOR VERTICAL ADJUSTMENT OF CEILING SOFFIT PANEL 8' -10" A.F.F. B.O. SOFFIT A# M VA 3MM (1/8 ") SS PANEL ENTRY SOFFIT 15 SECTION ENT SOFFIT SCALE 8' -10" A.F.F. B.O. SOFFIT PLAN VIEW RCP VIEW SECTION VIEW SECTION VIEW SECTION SHOPPER TRK OUTLET ENT SOFFIT SS SOFFIT UNISTRUT 2" WIRE SPACE DATA PLUGS SHOPPER TRACK "EYE" 1 3/4" OPENING SHOPPER TRACK DEVICE, SHOPPERTRAK ORBIT SERIES SHOPPER TRACK BOX 1 3/4" OPENING 3" =1' -0" SCALE OUTLET SUPPORT ELECTRICAL J BOX ELECTRICAL RECEPT. SET FLUSH WITH COVER PLATE SS ENTRY SOFFIT 5/32" REMOVABLE (4MM) BEAD BLASTED SS COVER PLATE 5/32" (4MM) REMOVABLE BEAD BLASTED SS COVER PLATE FABRICATED AND SUPPLIED BY SS WALL MANF. COORD. W ELECT RECEPTICLE PRODUCT GRAY COLORED DECORA TYPE ELEC. RECEPTICLE 3 " =1' -0" SCALE SCALE RCP VIEW STOREFRONT SECTION VIEW DETAIL MOTION SENSOR ALUM COVER PLATE OVER PAN HEAD SCREW (FLOOR ONLY). G.C. TO FABRICATE. SECTION @SPRINKLER 3MM (1/8 ") SS PANEL G.C. TO PROVIDE END CAP AT BOTH ENDS VICTAULIC STANDARD PENDANT SPRINKLER MODEL 1 2707 1 /e' DIA OPENING SS PANEL ENTRY SOFFIT FOR ARCH. REF. ONLY- SPRINKLER SUBMITTAL DEFERRED NO GROUT JOINT. SET STONE TIGHT TO TRACK SHOPKIT CABLE MINI SYSTEM NO. 963083/T3.1 STONE FLOOR SETTING BED WITH REINFORCING WIRE MESH 3 " =1' -0" SCALE MOTION SENSOR, PROVIDED BY VISONIC LTD. MODEL SPY •4- SET FLUSH AND PAINTED BLACK SS SOFFIT MOTION SENSOR BEYOND 1" DIA OPENING SS SOFFIT 3" =1' -0" SCALE SCALE SALES AREA Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 DATE 05/12/08 06/09/08 PERMIT CENTER DRAWING TITLE UNIQUE DESIGN DETAILS G.C. TO PROVIDE 1 /8" THK S.S. END CAP AT INBOARD END. ALIGN WITH FACE OF BASE STONE FLOORING AS SPECIFIED. SET TIGHT TO DISPLAY TRACK, TYP. RECESSED ALUM DISPLAY TRACK AS SPECIFIED CONTINUOUS ONE PIECE CUSTOM EXTRUSION PROTOTYPE UPDATE - 2008 NOTCH @END OF FLR TRK NTS BASE ENDCAP 5/8" DIA. HOLE NOTE: SIMILAR @ CEILING SOFFIT DISPLAY TRACK(S) 03 31 (Edit. us Neue55ur �1) 3MM (1/8 ") hA projectsl applelsouthcenterlcaddapsctlsh8 ®pEct_a -09 r1 :04 AM 2 SECTION @ S.S. ENT SOFFIT FLOOR TRACK DETAIL REVIEWED I'OR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION MTL. CHANNEL, PNT'D BLACK 8' -10" A.F.F. B.O. SOFFIT SS PANEL ENTRY SOFFIT 3 " =1' -0" FULL SCALE DRAWING NO. 9335 (i) CALLISON APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com REGISTERED ARC' STATE OF WASHINGTON A09.3 4 . SECTION @ T-STAT SENSOR 6 " =1-0" SCALE SECTION @ S.S. ENT SOFFIT FULL SCALE PLAN V IA e� N 5'-1" A.F.F. T-STAT SENSOR HEIGHT SECTION VIEW 1/8" SECTION VIEW 3 3/8 " 4 5/8 " 3 3/8 " SS PANEL 1/16" 1 /16" THICK METAL PLATE DRILLED TO RECEIVE PANEL STUD BOLT, BY G.C. STUD BOLT ANCHORS ON BACKSIDE OF PANEL (BY SS MFG) 1/16" REVEAL AROUND CYLINDER STANDARD ELECTRICAL BOX FOR KEYSWITCH ACCESS DEVICE KEYSWITCH CYLINDER FIELD DRILLED HOLE(S) TO RECEIVE PANEL STUD BOLTS (TYP. OF 2) METAL PLATE W/ HOLE FOR 6-32 THREAD BY G.C. 3/4 'L3/4 ' SECTION KEYHOLE SWITCH _METAL BRACKET BY G.C. STUD BOLTS BY SS PANEL MFG 13/16" HOLE B SS . MFG SS THERMOSTAT BUTTON SENSOR STUD BOLTS BY SS PANEL MFG SS PANEL 1/16" REVEAL AROUND SENSOR SS PANEL BEYOND 2 1/2 " REAR ELEVATION VIEW 6 " =1' -0" SCALE SS PANEL SS PANEL 3MM !(1/8 ") SHOPKIT CABLE MINI SYSTEM NO. 963083/ T3.1 OF DISPLAY TRACK SS PANEL ENTRY SOFFIT WALL PANEL(S) BEYOND THREADED PIN PROVIDED BY KIKUKAWA TO ALLOW FOR VERTICAL ADJUSTMENT OF CEILING SOFFIT PANEL 8' -10" A.F.F. B.O. SOFFIT A# M VA 3MM (1/8 ") SS PANEL ENTRY SOFFIT 15 SECTION ENT SOFFIT SCALE 8' -10" A.F.F. B.O. SOFFIT PLAN VIEW RCP VIEW SECTION VIEW SECTION VIEW SECTION SHOPPER TRK OUTLET ENT SOFFIT SS SOFFIT UNISTRUT 2" WIRE SPACE DATA PLUGS SHOPPER TRACK "EYE" 1 3/4" OPENING SHOPPER TRACK DEVICE, SHOPPERTRAK ORBIT SERIES SHOPPER TRACK BOX 1 3/4" OPENING 3" =1' -0" SCALE OUTLET SUPPORT ELECTRICAL J BOX ELECTRICAL RECEPT. SET FLUSH WITH COVER PLATE SS ENTRY SOFFIT 5/32" REMOVABLE (4MM) BEAD BLASTED SS COVER PLATE 5/32" (4MM) REMOVABLE BEAD BLASTED SS COVER PLATE FABRICATED AND SUPPLIED BY SS WALL MANF. COORD. W ELECT RECEPTICLE PRODUCT GRAY COLORED DECORA TYPE ELEC. RECEPTICLE 3 " =1' -0" SCALE SCALE RCP VIEW STOREFRONT SECTION VIEW DETAIL MOTION SENSOR ALUM COVER PLATE OVER PAN HEAD SCREW (FLOOR ONLY). G.C. TO FABRICATE. SECTION @SPRINKLER 3MM (1/8 ") SS PANEL G.C. TO PROVIDE END CAP AT BOTH ENDS VICTAULIC STANDARD PENDANT SPRINKLER MODEL 1 2707 1 /e' DIA OPENING SS PANEL ENTRY SOFFIT FOR ARCH. REF. ONLY- SPRINKLER SUBMITTAL DEFERRED NO GROUT JOINT. SET STONE TIGHT TO TRACK SHOPKIT CABLE MINI SYSTEM NO. 963083/T3.1 STONE FLOOR SETTING BED WITH REINFORCING WIRE MESH 3 " =1' -0" SCALE MOTION SENSOR, PROVIDED BY VISONIC LTD. MODEL SPY •4- SET FLUSH AND PAINTED BLACK SS SOFFIT MOTION SENSOR BEYOND 1" DIA OPENING SS SOFFIT 3" =1' -0" SCALE SCALE SALES AREA Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 DATE 05/12/08 06/09/08 PERMIT CENTER DRAWING TITLE UNIQUE DESIGN DETAILS G.C. TO PROVIDE 1 /8" THK S.S. END CAP AT INBOARD END. ALIGN WITH FACE OF BASE STONE FLOORING AS SPECIFIED. SET TIGHT TO DISPLAY TRACK, TYP. RECESSED ALUM DISPLAY TRACK AS SPECIFIED CONTINUOUS ONE PIECE CUSTOM EXTRUSION PROTOTYPE UPDATE - 2008 NOTCH @END OF FLR TRK NTS BASE ENDCAP 5/8" DIA. HOLE NOTE: SIMILAR @ CEILING SOFFIT DISPLAY TRACK(S) 03 31 (Edit. us Neue55ur �1) 3MM (1/8 ") hA projectsl applelsouthcenterlcaddapsctlsh8 ®pEct_a -09 r1 :04 AM 2 SECTION @ S.S. ENT SOFFIT FLOOR TRACK DETAIL REVIEWED I'OR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION MTL. CHANNEL, PNT'D BLACK 8' -10" A.F.F. B.O. SOFFIT SS PANEL ENTRY SOFFIT 3 " =1' -0" FULL SCALE DRAWING NO. 9335 (i) CALLISON APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com REGISTERED ARC' STATE OF WASHINGTON A09.3 '[A.F.F. - - V A.F.F. A A.F.F. I 10 ¶ ` I I A10.1 A \ A 1 \ • • I ° j j • � �, 5' -0" TYP. k co ai = I 0 = co I I I A10.2 I j 9B SP I A10.2 A10.2 ♦ ♦ re STRETCHED 6 - - A10.2 1 1 10! - -. ` A - -��� - A10.2 - - -1 ® ® - - I I j —�/ A A10.3 1 1 1 1 1 1 1 1 Z BUTT OINT IN SS, TYP STRETIHED MEMBR E PANEL 1" X 1' CONTINUOUS "L" AN LE, TYP. OF Z o SS PE "F PANEL, TYP SECURI Y CAMERA 4' -6" (/ I Zo co O I` 11' -10 1/4" A.F.F. 0 co M w N) M N • - - - - -1 9 A10.2 2' -3" 0 0 2' -3" 11' -0" A.F.F. /1/4/ 0 8' -10" A.F.F. 5' -0" 5' -0" ♦ 0 0 2' -3" ♦ a 2' -3" P ENLARGED RCP REAR WALL 1/2 " =1' -0" SCALE 13 SPRINKLE ACCESSIBLE OPAQUE NE ACOUSTICAL SPLICE TF PRE -ASSET IN SHOP SS PERF PANEL '11' -0" Elk 11' -10 1/4" '-1 ENLARGED RCP SALES 1/2 " =1' -0" SCALE 5 w 0 0 11' -O" A.F.F. 00 M . 11' -10 1/4" A.F.F. A.F.F. -, _ - 32 TYP II I II I I STRETCHED MEMBRANE PANEL II SS SOFT I ACCESS`�LE LAY-IN OPAQUE1 EW MAT ACOUSTI PANEL, II RECESSED LIGHT FIXURE „TYP 11 II LAY -IN , NEW 4� ACOUSTICAL PANEL, TYP I II II SS PERH PANEL, TYP 11 I LUMINOlJ5 PANEL, 4' -0” L6J TYP II II II II II II II 11 II 'ACCESSIBLE LAY - IDPAQUE NEW MA 'ACOUSTICAL PANE 11YP II II II II II II II II II II II II II II II 8 I I A10.1 E ♦ ♦^ L w 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION ENLARGED RCP @ENTRY 1/2 " =1-0" SCALE 1 h:\ projects\ apple \southcenter\ caddapsct \sh @00P8ct_a- 10BIM:10 AM 1 CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 1 408.974.9093 F: 408.974. 335 CALLISON www.callison.com MARTIN EE HILL STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE ENLARGED REFLECTED DRAWING NO. CEILING PLANS A10.0 RECEIVED CITY OF TUKWILA JUN 11 ?RI1M h:\ projects\ apple \southc enter \caddapsct \shK1ct 10Bfht:14 AM DRAWING NO. CALLISON www.callison.com 35 CALLISON iSTEPED MARTIN LEE HILL c TATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING TITLE CEILING DETAILS DRAWING SET PERMIT_06 /09/08 A APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 . 1: 408.974.9093 F: 408.974.7335 RECEIV CITY OF IUMILA DATE 05/12/08 06/09/08 JUN 11 'LUU$ PERMIT CENTER 3/8" DIAMETER x 3 1/2" WEJ-IT EYEBOLT »Ar Alls,....... ,-. r- HONEYCOMB METAL PANEL, MANUFACTURED BY PACIFIC PANELS INC., MODEL :'CDP025. ALL SEAMS DRESSED W/ BONDING COMPOUND, SANDED, PRIMED, PNT'D IN "P -2" (ZURICH WHITE), IN THE FIELD. SAMPLE TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION/ APPLICATION. 13/32 " BOTTOM OF (E) STRUCTURE 0 —.� - (3) TURNS MINIMUM SPLICE PLATE BUTT JOINT BEAD BLASTED SS C FASCIA BLASTED SS 16 GA. METAL TRACK, 3/8" DIA. X 3 1/2" WEJ -IT ANCHOR BOLTS AT 4' -0" O.C. 11/2" CHANNEL AT 12' -0" ON CENTER, EACH DIRECTION FOR LATERAL BRACE / — ♦ I PERIMETER C ♦ FASCIA 1 25/64 <------____________ UNISTRUT FRAMING O : �— �— — 4 _ Z/l Z z 0 1- m 0 0 0 0 0 • • ,r, UNISTRUT SPLICE PLATE 0000000• BEAD BLASTED SS PERIMETER C FASCIA �' °� rJ /BuTTJ0INT ♦ ,� 11' 10 1/4" A.F.F. 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 MM HOLES @ 13/32" O.C. 0 0 IN SS TROUGH 13 B.O. MTL PANEL SOFFIT ' 10 GA. HANGER WIRE ♦ 4 -WAY 45- DEGREE 12 GA. WIRE BRACING AT EACH LATERAL BRACING CHANNEL (2) '10 SELF TAPPING SCREWS > �e 0 • A SS 0 G FRAMING FORMED MTL SUPPORT PLATE, PNTD BLACK, BOLTED TO FRAMING Lil 1 4 I o FORMED MTL SUPPORT ��.,,_ STRETCHED FABRIC �,. '" PANE L 1/1 PLATE, PNTD BLAC o 1 ♦ ■ � b BEAD BEAD BLASTED SS PERIMETER C FASCIA _ / m 0000000 _ N SS PAN EL W/ BEAD BLASTED FINISH 11/2" CARRYING CHANNEL AT 4' 0" ON CENTER °■' TnT -1: 11 is Jj? LI T I FASCIA BOLT PLATE 1 I „ o MITERED CORNER FASCIA, SHOP ASSEMBLED — STRETCHED MEMBRANE 11' -O" A.F.F. �i ,. • 13/8 " METAL FURRING AT ON E CENT R '8 SELF - TAPPING SCREWS TO PREVENT SLIPPAGE OF WIRE TIES 13/8 " / I FORMED MTL SUPPORT P LATE, PNTD BLACK 13/8 SECTION A — / 1 3/8 „ B.O. SOFFIT BEAD BLASTED SS FASCIA BEYOND MILLED STEEL ANGLE 6 " PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) PLAN RCP A B • SECTIDN SUSPEN. GYP. BD. CLG 20 FASCIA @CORNER 3"=0" ° 16 FASCIA BUTT 12 PERIMETER DETAIL 3" =1-0" 8 TROUGH ELEVATION FULL 4 SCALE SCALE JOINT DTL SCALE SCALE SCALE — A VARIES REFER TO RCP ~ BLACK DUCT LINER (BY G. C.) TO PREVENT LIGHT LEAKS 12A • 7 1/4 " 1 25/64 " t Y B.O. (E) STRUCTURE / DECK III ANGLE BRACKET _ I O O O O O O O O O O O O / SPLICE JOINT, SHOP ASSEMBLED 125/64" BUTT JOINT @FASCIA 1 0 BEAD BLASTED PERIMETER C FASCIA O O O O O O O O O O O O / SSPANEL 0 0 0 0 0 0 0 0 0 0 0 0 SPLICE PLATE 00000000000 MILLED STEEL ANGLE MTL C-CHANNEL 0 0 0 0 0 0 0 0 0 0 0 0 W 000000000000 BEAD BLASTED SS FASCIA A Iliv o 0 \0 BLACK DUCT LINER (BY G.C.)TO PREVENT LIGHT LEAKS y 4 15/32 / 12 WIREA@HA$GER O.C. W /IN 6" OF END OF CHANNEL SUSPENDED 0 / 0 0 0 0 0 0 0 ' MTL PLATE UNISTRUT OOOOOOOOOOOC� O O O O O O O O O O O O 000000000000 O O O 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0000 00000000 / STEEL PERFORATED PANEL, BEAD STAINLESS BLASTED FINISH v F G s — ` I I - UNISTRUT TO DECK ABOVE, TYP ♦ 6 „ 1 r ___ � ' -- STRETCHED MEMBRANE BEYOND _ \ / u ii , i++, . a ": g o° - s000 0 0 000 z AV AV ° • o 0 0 0 0 0 0 o 4101111.711P 3/8" THREADED MTL ROD TO DECK MTL PLATE PNTD BLACK THREADED MTL ROD M — FRAMING = `" ® 4' 1 11 it E 'er 4 3 MTL PLATE PNTD BLACK GRID 11 0 1 ABOVE PER FINISH PER FINISH SCHEDULE If ® I 1 , 11 I1 / I I �_ �� 11I ii �j � I I ( 1 3/8 " FORMED MIL SUPPORT PLATE PAINTED BLACK 15/8 MITERED CORNER 000 000000000 'L' 0 0 0 0 0 0 0 0 0 0 0 0 / PERFORMED BY TROUGH MANUFACTURER IN SHOP, PRIOR TO DELIVERY VARIES REFER TO RCP 1 PERF. SS TROUGH 12B PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) �� I i B.O. CLG YY / 4„ —� — B.O. (N) CEILING SUSPENDED ACOUSTICAL CEILING TILE PER FINISH SCHEDULE PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) 000000000000 / ALIGN STRETCHED FABRIC (A-- o 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 / SEE FOR ADDITIONAL VIEW FASCIA- SHOP ASSEMBLED w 0 0 0 0 0 0 0 0 0 0 0 0 , / 1 3/8 " ACT CEILING SYSTEM SCALE TROUGH / FASCIA SYS. 3"=I-0" 15 FASCIA DTL CORNER PERIMETER DTL 3"=11-0" 7 SPLICE JOINT TROUGH 6"=11-0" 3 19 SCALE @SPLICE JT SCAL 11 SCALE SCALE 8 GA. HANGER WITH 3 TIGHT TURNS WITHIN A 1 ; NOTE- ATTACHMENT TO EXISTING STRUCTURE ABOVE AS ALLOWED BY LANDLORD. VERIFY LANDLORD REQUIREMENTS PRIOR TO INSTALLATION. PROVIDE SECONDARY BLACK-IRON STRUCTURAL GRID TO SUPPORT CEILING /MECH. WHERE REQUIRED. $ 4 „ C CHANNEL 5 1/2 " y UNISTRUT ABOVE BLACK DUCT LINER (BY G. C.) TO PREVENT LIGHT LEAKS BEAD BLASTED P' RIMETER C FAS,C(A LINE OF STRETCHED FABRIC CONNECTION �„ N ♦ p ° p ° — PERFORATED SS ° °p °p TROUGH, BEAD BLASTED p ° FINISH p 1 MILL STEEL ANGLE p '� ° O O p ,,, ✓° ° °o / °o ° o ° ° � ' ° o °° CODE °p er° < LAGGER LTD "JIF -E" SCREW MODEL JS-1 FOR HANGER AND ;;' UNISTRUT TO DECK ABOVE, TYP M TL. KICKER @ 45 1. ANGLE TO STRUCTURE ABOVE COMPLIANCE APPROVED JUL 21 z000 WIRE (I) SPLAY WIRE ATTACHMENT TO STRUCT. ABOVE WITH BUILT UP INSULATION PER DSA PRODUCT ACCEPTANCE NUMBER PA -036 ! N °, !I G 1 :, < 51 h N 1 I L - - �♦ BLACK DUCT LINER (BY G. C.) TO PREVENT LIGHT LEAKS FORMED MTL SUPPORT PLATE, PNTD BLACK MILLED STEEL ANGLE 1 1/2 "� h5 REF. STRUCT. DWGS. I _� 12 GA. HANGER WIRE WITH 4 !! ! '� BY GC \ `� / , " "" "" 11 ii II 1�1 ■ 3" 1 TIGHT TURNS WITHIN 11/2" II 11 / / THREADED MTL ROD TO DECK = N 11 A BOVE, TYP 11 �; City Of Tukwila �` MILLED STEEL ANGLE J00000000 •' , D 0 0 0 0 0 0 0 0• `D00000000• 0 0 0 0 0 0 0 0• -, ? UILDING DIVISION ' FASCIA ALIGNMENT PLATE BUTT JOINT MTL PLATE PNTD BLACK ALIGN / \ VERTICAL SEISMIC * 000000 *� � THREADED STUD BOLTS ,I , 700000000• 13/8 " BLACK DUCT LINER (BY G. C.) TO MTL SPLICE PLATE PREVENT LIGHT LEAKS ® S EE FOR ADDITIONAL VIEW I I /II i BEAD BLASTED SS FASCIA BEAD BLASTED SS FASCIA 1 B PLAN VIEW @ ALIGNMENT PLATE B o 7 1/ " HANGER WIRE ATTATCHNENT AT STRUCTURE FASCIA DTL @TROUGH 3 'I= 1' -0I' 10 PLAN @ PERIMETER SCALE SCALE 14 SCALE 1 25/64" � / 125/64" BEAD BLASTED SS FASCIA T.O. STUD BENT AND ATTACHED TO STRUCTURE OR SUBSTRUCTURE ABOVE WITH (2) PWDR DRIVEN BEAD BLASTED PERIMETER C _,- COMPRESSION FASTENERS PER CEILING MFTR'S SPECIFICATION 1 11 o )o�oo0000000,�0 '30 Doo J o op00000000gq o00000000oda ' 4- ' p_o 0 0 0 0 0 0 o_g o b 0 0 0 0 0 0 0 0 c d 0, p 0 0 0 0 0 0 0 0 o 0 BUTT JOINT FASCIA ALIGNMENT PLATE BEYOND SPLICE JOINT. SEE DETAIL 3/ l ' FASCIA COMPRESSION STRUT (@ 12' -O" X 10" O.C. MAX AND 6'-0" MAX. FROM PERIMETER). SLOT BOTTOM OF STRUT OVER TEE & ATTACH W. '8 SELF - TAPPING SCREW. I0, ,� op00000000gc,, -4- `�' < MILLED STEEL ANGLE D D Db00000000dc Dbo000000odo p o 0 0 0 0 0 0 o g c p o 0 0 0 0 0 0 0 g o UNISTRUT TO DECK ABOVE, TYP 11 II ACOUSTIC PANEL AID 2 O Q O O O O o O O o g C .0 0 0 0 0 co X a p o 0 0 0 0 0 0 o g O b o o o o o o o o d a o 0 0 0 0 0 0 o g c o.e- 000000do, 00000a 00 O 0 0 0 0, 0 0. 0 0 0 0 0 0 0 o q. Y '� ;; PERFORATED SS TROUGH, BEAD BLASTED FINISH FASCIA ALIGNMENT PLATE BEYOND BEAD BLASTED SS FASCIA STRUT i ) Dp00000000go �p00000000ga o �b00000000da 00000000000• „ ,. ■ ■� 1 i (2)8 GA. HANGER WIRES @ 45% SCHEDULED CEILING SYSTEM c� - 4 „ �' 11 4 E ' P TO MAIN TEES SEE 0/ ,, (2) 12 GA. SPLAY WIRES @ 45 PARALLEL TO MAIN TEES EVERY ■ 10' x 20' n II o p , � / ii oo \00000000cc p00000000go bo000000odo b- �0000 D010-100 D O 0 ii 1 ♦� NOTE 1. THE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 4' -0” FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12' -0" THEREAFTER. 3. PERIMETER WIRES TO BE 8 INCHES FROM THE WALL REFER TO DETIAL 10/- FOR ADDITIONAL INFORMATION. PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) „ \ 1— l � u-) PERFORATED S.S. CEILING PANEL ALIGN BEYOND _ 7,_ CEILING RAIL BUTT JOINT 1 3/8 CONDUIT SCHEDULE UP TO 4' LONG: 3/4" DIA. CONDUIT 4' TO 5' LONG 1" DIA. CONDUIT 5' -8' LONG: 1 -1/2" DIA. CONDUIT 8' TO 12' LONG: 2" DIA. CONDUIT MAIN RUNNERS @ 5' 0" O.C. LOCKING CROSS TEES @ 1' AND 4' O.C. ` - PLAN VIEW @ALIGNMENT PLATE A PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) SUSUPEN. GRID CLG - BOH 17 3 13 FASCIA SECT @ AC. PNL. 3 " -1' -0 5 PERIMETER TROUGH DTL 3"=11-0" SCALE COMPRESSION STRUT SCAL AL E 1 SCALE SCALE h:\ projects\ apple \southc enter \caddapsct \shK1ct 10Bfht:14 AM DRAWING NO. CALLISON www.callison.com 35 CALLISON iSTEPED MARTIN LEE HILL c TATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING TITLE CEILING DETAILS DRAWING SET PERMIT_06 /09/08 A APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 . 1: 408.974.9093 F: 408.974.7335 RECEIV CITY OF IUMILA DATE 05/12/08 06/09/08 JUN 11 'LUU$ PERMIT CENTER 4 11' -0" A.F.F. 7 /4 " 000000 0 0 0 0 0 0 000000 000 000000 0 0 0 0 - 0000 0 0 00 `, 0000 00000 0 0 0 0 0 0 00000 0 0 0 0 0 0 • O O 0 0000 :* 00 0 00000 0 0 0 0 0 0 000000 0 00 00 0 000 • al fA �� 0000 0 000000 0 000000 0 000000 0 000000 0 000000 MOTION SENSOR VISONIC / SPY 4 1" DIA OPENING PERF. SS TROUGH, BEAD BLAST FINISH MOTION SENSOR (BEYOND) TO BE FIELD PAINTED BLACK BY G.C. 1" DIA OPENING PERF. SS TROUGH, BEAD BLAST FINISH ALT. TR. DTL SENSOR SECT @ LIGHTBOX FLANGE TROUGH DTL AIR SUPPLY 3"=1 SCALE 16 CONTINUOUS "L" ANGLE BEYOND HEMMED EDGE @ LIGHT BOX LIGHT BOX METALLIC TAPE TO PREVENT LIGHT LEAK "C" CHANNEL OF TROUGH PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) FULL SCALE 3 " =1' -0" SCALE 15 L8 DOWNLIGHT MTL MOUNTING BRACKET 11' -O" A.F.F. 4" TROUGH @ L8 DOWNLT 7 1/4 " CO 3/8" THREADED MTL ROD TO DECK �— L8 DOWNLIGHT _—MTL PLATE PNT'D 3 " =1' -0" SCALE ex- Ow- =MUUMUU= Op- 0. Ow- BLACK 25/32" PLATE FIXED TO UNDERSIDE OF C CHANNEL FLANGE NOTCH IN C CHANNEL @ L8 LOCATIONS MTL C CHANNEL PERF. SS TROUGH SUPPLY DUCT CEILING SYSTEM 14 1" ACOUSTIC LINING SHEET MTL SUPPLY PLENUM PERFORATED SS MTL TROUGH 13 N 000000000000 000 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0000,0 0 0 OOO/ \000 oo � Qoo 0 b � •oo 000 � 00 000 i0oo 0000 CY0000 000000000000 000000000000 000000000000 7 1/4 " SECURITY CAMERA: BY HAWK-I HAWK- 331CD, NO DOME @ UNDERSIDE OF TROUGH 11' -0" A.F.F. 4MM THICK STAINLESS STEEL CEILING TROUGH 2 1/8" DIA. OPENING SS PERFORATED TROUGH TROUGH DTL CAMERA ACCESS PANEL O WHITE PAINTED LIGHT BOX W/ T5 H0 4' -0" LAMPS 1" X 1" CONTINUOUS MTL "L" ANGLE (PAINTED WHITE) METALLIC TAPE TO PREVENT LIGHT LEAK CONT. STAINLESS STEEL TROUGH BEYOND 3/4 "� LUMINOUS PANEL JOINT DTL @ PANELS 3 " =1' -0" SCALE 6 " =1' -0" SCALE 1/16 " REVEAL TYP. ON ALL SIDES 1 0 0 0 0 0 0,0 0 0 0 0 0 000000000000 000 0000 000000000000 0 000000000000 000000000000 00000 000000000.00 0000000 -0000 00000000000 000000000000 0 0. 0 0 0 0 0 0 0 0 0 O O • / o 000 goo 000 1, 000 000 0 0 o •oo 000 0. 000000000000 000000000000 000000000000 000000000000 0 0 0 0 0 010 0 0 0 0 0 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 000000000000 4 3/8 " i EQ J , EQ SECTION NOTE: SEE 4' -7 5/8" CO N. r` LIGHT BOX WIDTH SS PERFORATED MTL PANEL LIGHT FIXTURE TYP 2 3/8" DIA. OPENING FOR ADDITIONAL VIEW 4' -7 5/8" • • /%/ /%%✓����� 1 LIGHT BOX WIDTH 11' -0" A.F.F. j r 2 3'/8 "/ 7 1/4 " INSTALL REFLECTIVE TAPE TO PREVENT LIGHT LEAK LIGHT BOX W/ T5 HO LAMPS CONT. MTL ANGLE BEYOND REFLECTED MTL TAPE TO STOP LIGHT LEAK ELECTRONIC TRANSORMER RECESSED LIGHT FIXTURE TROUGH @ DOWNLT 3"=1 SCALE 12 11 9 OPAQUE PANEL / 19/32" 3 9/16" 19/32" E MTL. KICKER @ 45 ANGLE TO STRUCTURE ABOVE BY GC i � "P CLIP 1 1/4 MTL C CHANNEL PNT'D BLACK STUD BOLT PERFORATED CLG PANEL, BEAD BLASTED FINISH STRETCHED MEMBRANE PANEL TROUGH OPAQUE PANEL TROUGH LUMINOUS PANEL LUMINOUS PANEL TROUGH OPAQUE PANEL 19/32" 39/16" 7 1/4 " 19/32" TROUGH @ LUMINOUS PANEL 6 " =1' -0" SCALE 4 3/4 " LUMINOUS PANEL MTL C CHANNEL PNT'D BLACK STUD BOLT LUMINOUS PANEL PERFORATED CLG PANEL, BEAD BLASTED FINISH 6 " =1' -0" SCALE 19/32" 9/16" OPAQUE PANEL 11/4 " 15/32" 7 1/4 " 1 1/16" 19/32" MTL C CHANNEL PNT'D BLACK "F" CLIP STUD BOLT OPAQUE PANEL PERFORATED CLG PANEL, BEAD BLASTED FINISH 6 " =1' -0" SCALE MTL C CHANNEL PNT'D BLACK "P CLIP STUD BOLT PERFORATED CLG PANEL, BEAD BLASTED FINISH STRETCHED MEMBRANE PANEL 6 " =1' -0" SCALE 8 7 6 5 PVC RAIL -STYLE: WALL MINI RAIL TROUGH STRETCH FABRIC 11 A.F.F. Co N 1 11/64 " ROi OWED FOR cot.* comPLiANCE AptmovED t Cif Tukwila MILD DIVISION STEEL OR ALUMINUM FRAME MTL C-SHAPE, PNT'D BLACK W/ SHOP HOLES TO CORRESPOND W/ PVC BLOCK "F" CLIP 1/8" TO 3/8" GRIP RANGE POP RIVET @ 1/4" MAX. FROM FACE OF PANEL BEAD BLASTED SS PERF'D PLATE W/ 1/8" TACK WELDED STUD, NUT & WASHER OPAUQE PANEL TROUGH @LUMINOUS PANEL TROUGH OPAQUE PANEL P odZr - b2_ 4 3/4 " E 13/16 " 1 \mot I' I\ \` 15/32" 1 1/4 " 1 1/16 ",1.1 1 1/4 1 , 7 1/4 " TYP. DTAIL TROUGH MTL, C- SHAPE, PNT'D BLACK W/ SHOP HOLES TO CORRESPOND W/ PVC RAIL 2' -0" O.C. BEAD BLASTED SS PERF'D PLATE W/1/8" TACK WELDED STUD, NUT & WASHER FULL SCALE 1/2" METAL FRAME 4 PRE - DRILLED HOLE @ 9/64" x 3/8" DEEP WITH 1/8" x 1/8" DIAMETER POP RIVET @ 5/8" MIN. 3/4" MAX. FROM FACE OF PANEL MTL, C -SHAPE PNT'D BLACK W/ SHOP HOLES TO CORRESPND W/ PVC BLOCK PRE - DRILLED HOLE 9/64 "X3/8" DEEP W/ 1/8 "X1 /8" DIA POP RIVOT. 5/8" MIN - 3/4" MAX FROM FACE OF PNL BEAD BLASTED SS PERF'D PLATE W/ 1/8" TACK WELDED STUD, NUT & WASHER STRETCHED LUMINOUS MEMBRANE PANEL FULL SCALE FULL SCALE 3 2 MTL C CHANNEL PNT'D BLACK STUD BOLT PERFORATED CLG PANEL, BEAD BLASTED FINISH 6 " =1' -0" SCALE 1 h:\ projects\ apple\ southcenter \caddapsct\sh@te62®pOct_a -1023 t:20 AM DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com 9335 E HILL STATE OF W. 3H INC TON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 A10.2 DATE 05/12/08 06/09/08 CITY RECtIVED 0k TuKWILA JUN 1 1 NM PERMIT CENT DRAWING SET PERMIT_06 /09/08 DRAWING TITLE CEILING DETAILS 3"="1 GYP CLG SUSPEN. DETAIL THRUST STRUT & BRACING WIRES @ 12' -0" O.C. 14 BOTH DIRECTIONS & FIRST PT W /IN 6 FT OF EA. WAIL & EA. VERT CLG OFFSET MAIN RUNNERS CROSS RUNNERS 2" MAX FROM BRACING WIRES TO COMPRESSION STRUT AND CROSS RUNNER ALT. ACOUSTIC CLG GRID SECT @ACT/LIGHT FIXT 10 -GA BRACING WIRE @ 8'X12' MAX GRID PATTERN, TYP. GWB CEILING 1/2" CLR SLIP JT 8 -GA VERT HANGER WIRE, TYP. @ 4' -0" O.C. EA WAY W/ MIN 3 TIGHT TURNS IN 1 -1/2" BOTH ENDS OF WIRE 10 -GA SPLAYED BRACING WIRE, TYP. @ 4'X12' GF�ID W/ MIN 4 TIGHT TURNS IN 1 -1/2" BOTH ENDS OF WIR 45° 45° MAIN RUNNER, 1 -1/2' COLD ROLLED CHANNEL CROSS RUNNER, 7/8' FURRING CHANNEL W/ 1 16 -GA OR 2 18 -GA TIE WIRES LOCATE SPLICE NO MORE THAN 12" FROM VERT HANGER 1/ = 1 1_ 0 11 SCALE 12 -GA VERT HANGER WIRE, TYP @ 4' -0" O.C. EA WAY (4' O.C. AT MAIN RUNNERS) W/ MIN. 3 TIGHT TURNS IN 1 -1/2" BOTH ENDS OF WIRE, TYP 12 -GA BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 -1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNER SEE DETAIL 8/A10.3 FOR PERIMETER SUPPORT 1 CROSS RUNNERS, 2' -0" O.C. Tip MAIN RUNNERS, 4' -0" O.C. PP PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) 1/ _ SCALE FULL SCALE FACE OF NON -GYP BD FIN WALL OR FRAMING B -GA HANGER WIRE @ 4' -0" O.C. MAX, TYP. 1 -1/2" COLD ROLLED CHANNEL @ 4' -0" O.C. 7/8" FURRING CHANNEL @ 24" O.C. MAX. L14 2X2 RECESSE PARABOLIC FIXTUR IN GENIUS ROOM & MANAGER'S OFFICE ACT SUSPENSION CABLE AND TRIM SUSPENDED ACT CEILING PAPER FACED MTL INSIDE CORNER, TAPE ON TRIM TO FORM TRUE INNER 90 DEG CORNER. APPLY JT COMPOUND OVER TRIMPER FIN LEVEL SPEC'DAT GYP BD FIN WALL, WHERE OCCURS 3/4" LEG TRIM ANGLE, PNT TO MATCH CLG ALT. GYP CLG W/ SLIP JT SCALE 17 20 ALT. SPRINKLER IN GYP n N 19 SPRINKLER ACT 71/4" -e- ALIGN 18 SPRINKLER NUT DETAIL SPRINKLER 6 " =1' -0" SCALE MOUNTING PLATE ACT CEILING SPRINKLER 6 " =1-0" SCALE BACKSIDE OF SPRINKLER HEAD ADJUSTMENT NUT TO ALIGN W/ UNDERSIDE OF CLG TROUGH 6 " =1' -0" SCALE MOUNTING PLATE ESCUTCHEON PLATE, CHROME FINISH 9' -0" A.F.F. GWB CEILING 16 ESCUTCHEON PLATE, CHROME FINISH 10' -0" A.F.F. 15 11' -0" A.F.F. 14 1 11' -0" A.F.F. PREFERRED 0000 0000 0000 0000 0000 0 0 0 0 0 0 0 0 0000 7 1/4 " 001000000 00 0 '4 00 00 O 00 0 0 0 10 00 0 0 0 O OjO 0 0 0 0 0 CORRUGATED S.S. HOSE FLEXHEAD SPRINKLER DROP VICTAULIC STANDARD PENDANT SPRINKLER MODEL *2707 PERF SS CLG TROUGH DIA 1 -1/8" OPENING PERF SS CLG TROUGH SPRINKLER HEAD HARP TO ALIGN PARALLEL W/ LONG AXIS OF STORE FLEX PIPE SPRINKLER ALT. 11' -0" A.F.F. N - — 71/4" 0 0 0 00 0 10 0 00 0 0 0 0 0 0 0 01 0 0 0 0 0 0 000jO 0 000 . 000000'0000.0 0 0 0 0 0 0.0 0. 0 0 0 0000 ti 0000 4 % 000 00oo 0000 "v`� 0000 000000000000 000000!000000 00000o!oo0000 0000001000000 0 0 0 0 0 010 0 0 0 0 0 VICTAULIC STANDARD PENDANT SPRINKLER MODEL *2708 PERF SS CLG TROUGH / DIA 1 -1/8" OPENING SPRINKLER HEAD HARP TO ALIGN PARALLEL W/ LONG AXIS OF STORE PERF SS CLG TROUGH HARDPIPE SPRINKLER 3 11 = 11_011 SCALE 3 11 = 1 1_ 0 11 SCALE 12 11 DTL @SUSPENDED SPKR 3 " =1-0" SCALE CONCRETE DECK CONC. EXPANSION ANCHOR WIRE HANGER WIRE HANGER BRACING AS REQ. FOR SEISMIC SUPPORT, REF STRUCTURAL DWGS SUPPORT SYSTEM SUPPLIED BY SPEAKER MANUFACTURER SPECIFIED CEILING SPEAKER/ SUBWOOFER SCHEDULED CEILING 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION FASTEN SUSPENSION TEES TO dLOSURE ANGLE. 2 X 2 PERIMETER SUPPORTING CLOSURE ANGLE PROTOTYPE UPDATE - 2008 -03 -31 (Edit as Necessary) SEC ACT EDGE TRIM SEC @ DOWNLT. IN GYP. FULL SCALE 8 53/4" 81/2" 9 1/4 " L10 LIGHT FIXTURE IN TOILET ROOM ELECTRONIC BALLAST JUNCTION BOX GYP CEILING TRIM RING 10' -0" A.F.F.0 3 11 = 1 1_ 0 11 SCALE 11' -0" A.F.F. 11' -10 1/ A.F.F. A.F.F. 3MM ( 1/8 ") LIGHT FIXTURE TYP. SS SOFFIT 2 3/8" DIAMETER OPENING 4MM THICK SS PANEL FACE OF LCD PANEL BEAD BLASTED SS PERIMETER FASCIA RCP CREAT. CTR. SFTL LT RCP WALL CT SFT LT. 3 11 = 11_011 SCALE j _ g eh i 11 �� 0 1- A.F.F. 11' -10 A.F.F. A.F.F. LIGHT FIXTURE TYP. SS SOFFIT 2 3/8" DIA. OPENING 3MM ( 1/8 ") LINE OF FIXTURE BELOW FACE OF LCD PANEL BEAD BLASTED SS PERIMETER FASCIA 3 11 = 1 1_ 0 11 SCALE 4 3 LIGHT FIXTURE FOLDED MTL PLATE (2) HORIZONTALLY SLOTTED HOLES 14/A04.3 MOUNTING CLIP BY KIKIKAWA AXO\ LCHT FIXTURE A \GLE (2) VERTICALLY SLOTTED HOLES. SEE 14/A04.3 N) 11/2 " City Of Tukwila -BUILDING DIVISION 2 3/8 " 4" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 TRANSFORMER RECESSED LIGHT FIXTURE BOLTED CONNECTION SECTION SOFFIT DOWNLIGHT FOLDED MTL PLATE W/ (2) HORZ. SLOTTED BOLT HOLES - SEE DETAIL 14/A04.3 MOUNTING BRACKET W/ (2) VERT. SLOTTED BOLT HOLES SEE DETAIL 14/A04.3 8' -10" A.F.F. BEAD BLASTED SS SOFFIT RECEIVED CITY OF TUKWILA JUL 10 ZOO PERMIT CENTER FULL SCALE 1 H:\Projects\ Apple \Southcenter\ caddapsct \Sheets\apsct_a- 103.sht 7/8/2008 10:01:25 AM PROJECT NO. 207051 .53 DRAWING SET DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com MART t LEE HILL STATE OF WASHINGTON Apple Inc FI.L E D "S`O U T H CENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT ® 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS L DRAWING TITLE CEILING DETAILS A10.3 DATE 05/12/08 06/09/08 06/26/08 12'-6" A.F.F. T.O. UNISTRUT 616 11- 10 A.F.F. 1' SOFFIT HEIGHT 11' -0" A.F.F. CEILING HEIGHT Oik 12' -6" A.F.F. T.O. UNISTRUT di 11- 10 A.F.F. Y SOFFIT HEIGHT 11' -0" A.F.F. CEILING HEIGHT 2'- 1/8 " GB CREDENZA & LCD 1'- 1/2 " 2' -5" MIN CLR 7 1/8 " SS CONT. PANEL LCD MONITOR SUPPORTED BY PEERLESS ARTICULATING SWIVEL MOUNT PLA -1- SWING ARM MOUNTED TO 2 3 LAYERS OF 4" PLYWOOD SS CONT. PANEL SS FACED CREDENZA 3/4 " =1' -0" SCALE �-- - SS CONT. PANEL WHITE ACRYLIC LOGO 3/4 '= 1' -0" PAINTED MTL PANEL SOFFIT, TYP. SS CONT. PANEL SS FACED CREDENZA 12' -6" A.F.F. T.O. UNISTRUT �j 11'- 10 A.F.F. Y SOFFIT HEIGHT 11' -0" A.F.F. CEILING HEIGHT 19 WALL SECTION @ FEC 61/8" — 6 3/4 " 2' -5" MIN CLR MIN CLR 34 = 1 - 0.. SCALE 3 /4 " = - 0" PTD MTL PNL SOFFIT, TYP. A10.1 SS CONT. PANEL FIRE EXTINGUISHER CABINET Al2.5 ARDEX LEVELING BED 1" BELOW FF AT SALES A10.1 SS CONT. PANEL A11.4 BACK LIT GRAPHIC PANEL SS CONT. PANEL WOOD SLIDE OUT COUNTER A11.4 - SS VALANCE PANEL Al2.5 ARDEX LEVELING BED 1" BELOW FF AT SALES cak 12'-6" A.F.F. T.O. UNISTRUT �j 11'- 10 A.F.F. `Y SOFFIT HEIGHT 11' -0" A.F.F. CEILING HEIGHT 2' -5" MIN CLR 3MM ( 1/8 ") WALL CLADDING A10.1 %4 11 = 1' - 0" SCALE 8' -10" A.F.F. T.O. SOFFIT LCD MONITOR 11/2 ' =1' -0, PTD MTL PNL SOFFIT, TYP. SS CONT. PANEL ARDEX LIVING BED 1" BELOW FF AT SALES (2) LYRS 3/4" FIRE TREATED PLYWOOD, TYP. PEERLESS PLA -1 ARTICULATING ARM VARIES DECK HEIGHT 12'-6" A.F.F. T.O. UNISTRUT } 11'- 10 A.F.F. Y SOFFIT HEIGHT 11' -0" A.F.F. CEILING HEIGHT GYP. @ CORRIDOR SOFFIT PIVOT DOOR 3/4 " =1' -0" SCALE PAINTED MTL PNL SOFFIT, TYP. A11.7 SOFTWARE SHELVING 3/4 " =1' -0" 3/4 " =1' -0" GB CREDENZA g( LOGO SCALE 17 GR PNL & CREATIVE CTR SCALE 13 SECT LCD SCREEN SCALE 321 • 12'-6" A.F.F. • T.O. UNISTRUT di 11- 10 A.F.F. Y SOFFIT HEIGHT • 11' -0" A.F.F. • CEILING HEIGHT 8' -10" A.F.F. B.O. SOFFIT 0' -0" FF A dik 0' -2" IV SLAB 11-10 1/4" A.F.F. • SOFFIT HEIGHT 11 -0" A.F.F. • CEILING HEIGHT a 5' -4" A.F.F. T.O. FIXED S.S. PANEL 3' -2" A.F.F. T.O. COUNTER Y O O F ++ 0' -2" SLAB 7 1/8 " W U 1- V) 1- (1) W 0 w J N. 6 48 �k h:\ projects\ apple\ southcenter \caddapsct \stW8ct_a -11(8 t:29 AM 1' -2" COUNTR 8( GRAPHIC PNL r, 1 SCALE SHELVING TO BE PROVIDED BY APPLE VENDOR 1 - \ 1 ARDEX LEVELING BED 1" BELOW FF AT SALES SCALE v CODE COMPLIANCE JUL 21 2008 Clty Of Tukwila BUILDIIVG Dj s r► 4' -10" A.F.F. B.O. GRAPHIC LIGHT BOX BACK LIT GRAPHIC PANEL SS CONT. PANEL WOOD SLIDE OUT COUNTER SS VALANCE PANEL ARDEX LEVELING BED 1" BELOW FF AT SALES PAINTED MTL PNL SOFFIT, TYF SS CONT. PANEL SS CONT. PANEL DRAWING NO. CALLISON 9335 PROJECT NO. 207051 .53 REGI TERED A IN E ILL TATE OF WASHINGTON COPYRIGHT © 2008 CALLISON DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SALES AREA WALL SECTIONS A11.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 RECEIVED CITY OF TUKWILA JUN 1.1 ZOL A PERMIT CENTER SS VENDOR PROVIDED BRACKET FOR FIN FIXING U J U N N THROUGH GRAPHIC PANEL LIGHT BOX PLAN SECTION - ABOVE WALL COUNTER (TYP.) rit 1 --4 L L Li J 4' -6" 4' -6" 1 ' -6" 1' -6rr LJ L C J 1' -6" J .B.O. SOFFIT T.O. FIXED SS PANEL 1' -6" SALES PLAN SECTION - BELOW WALL COUNTER (TYP.) 14' -6" CLEAR OPENING 14' -10" 1 OVERALL LIGI{ITBOX 15' -0" 4' -6" 14' -6" CLEAR OPENING 15'-0" 4' -6" SALES L J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' -6r' 1' -6" 4' -6" 1' -6" 1' -6" 1' -6" RECESSED DUPLEX RECEPTACLE PROVIDED BY F.M. FINAL CONNECTION BY ELECTRICIAN. (ONLY AT THIRD BAY, EACH SIDE OF STORE) 15' -0" 4' -6" 1' -6" +w�wi� +i�w'�ww11 ii �f �mq O I:J, LJ PM i,L'.0 NUNN 1l Ii iiii! '1 111 w —' I !'' 1 l 1 I_�—_ —P raw wIe- eww�1n w1 ■ Ie -e: a � r 4' -6" 1' -6rr 1' -6" / 1 r - 4' -6" ri 4' -6" 1' -6" 1' -6rr 1' -6' Li 11 Li L] riif .ri 0 r/ i -� .rill• rii� .rill • rrii� . rill' A!!-V; :riri' r rii� .r/ii' rii� / %ii' ' r r - :ril rii r.. iii ' riir .vi/ �iri :vii ' r rii�:.vii vii : ii/ iii :vii %ii �+ii •iii:. /ii: i ► I✓ r. ....iiv.��i.• -coil ... I/ . -. n i l . r u.� . I/ r it ... .ir ... II �, w.r ... ,. 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BY WALL CLADDING MANUFTR. 3 / 8 "= v- SCALE UNISTRUT FRAMING BY UNISTRUT VENDOR. SEE VENDOR PROVIDED ENGINEERING DRAWINGS FOR FRAMING DETAILS. LINE OF SOFFIT ABOVE SS CONT. PANEL WOOD SLIDE OUT CNTR BY F.M. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION UNISTRUT FRAMING BY UNISTRUT VENDOR. SEE VENDOR PROVIDED ENGINEERING DRAWINGS FOR FRAMING DETAILS. HORIZ. CONT. ANGLE, TYP. BY WALL CLADDING MANUFACTURER. WOOD SLIDE OUT CNTR BY F.M. SS CONT. PANEL 1 " =1' -0" SCALE CALLISON NA . TIN L E HILL ctArE OF WASHINGTON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PO tr PROJECT NO. 207051.53 DRAWING SET PERMIT 06/09/08 DRAWING TITLE SALES AREA- ENLARGED DRAWING NO. RE CEIVED CITY OF TUKWILA JUN 1.1 ZUI18 PERMIT UNISTRUT PLANS A11.1 DATE 05/12/08 06/09/08 1 I I ms FACE OF STRUCTURE BEYOND A11.0 A11.0 N 10' -2 7/8" 9 1/2 " A14.3 1 11 1 11 1 �1 ` \ l'-6" �11 : 9 1' Y 1 _ 1 • 1 -6 1 -6 I 1 -6 1 ,_ 6 11 , c OF LCD SCREEN \ \ R C STORE MAST GRID LAYOUT 1 1 1 A07.0 I OF LCD SCREEN 1 ` 1 1 1 1' -6" \ 1' -6'1 9 3/4 1'-3" 11 1/4 " if 1 1 1 1 1' -5 3/4 " 1 1 1 10' -2 7/8" PLAN SECTION GENIUS LOGO / LCD SCREENS PLAN SECTION @ 12' -6" GENIUS CREDENZA 1 " =1 - 4 3MM (1/8 ") 2'-6" r) \ \ C STORE & MATER GRID LAYOUT C LCD C LCD I I; I 1 1 • 1 � .... .............:..... t i I 1 I I 1 9 1/2 " 1' -6" 1' -6" ), I 11 -611 11 611 1 6 .... 9 11 9 11 .. 1 6 �... l'-6" h... 1 6 I t , 611 ................,....,...... ,................... . 1' . - ..,......,..........,.......... f...,..,............... . ..... ............ / / r / 6 l'-5 3/4 I 3MM 1'-7 13/16" /8 ") 3MM (1/8 ") 1 i ! ! i i ! ? ■ A07.0 15' -0" UNISTRUT ABOVE CREDENZA SHOWN DASHED 1' -7 13/16" 3MM (1/8 ") 2' -6" 3MM (1/8 ") a.s SCALE 1 " =1' -0" 3 RtVLt: FOR CODE COMPLIANCE APPROVED JUL 21 2j08 CO Of Tukwila ' BUILDING DIVIRQC SCALE h: 1projectslapple lsouthcenterlcaddapsctlsh®'ct_a -1121 t:39 AM 9335 MARTIN L HILL STATE OF WASHINGTON CALLISON APPLE INC.. 1 INFINITE LOOP MS: 52-RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 COPYRIGHT OQ 2008 CALLISON PROJECT NO. 207051 .53 RECEIVED CITY OF TUKWILA JUN 1 2008 PERMIT CFNTFR DRAWING SET P E RM I T_06 /09/08 DRAWING TITLE SALES AREA- ENLARGED DRAWING NO. UNISTRUT PLANS A11.2 1/4 " 13/8" 13/4" REC. STANDARD (TYP) 1/4 " 3 " =1' -0" SCALE 18 3 24 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING VISION N TYP. RECESS STANDARD 3 " =1-0" SCALE 17 1/4 " 1 5/16 " 3MM ( 1/8 ") N 15' SFWR TYP END COND 3 " =1' -0" SCALE 13 PLAN VIEW - UNISTRUT LAYOUT @ 15' SOFTWARE SHELVING BAY 3/ =1' -0" SCALE 1 h: 1projects lapplelsouthcenter\caddapsct\sI ct_a -11 111a4t:42 AM DRAWING NO. CALLISON CALLISON www.callison.com 9335 TIN L' E HILL STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 A11.3 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 RECEIVED GIl Y OF UUKWILA JUN 1 1 1UUU PERMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SALES AREA- ENLARGED UNISTRUT PLANS DATE 05/12/08 06/09/08 1 11' 10 1/4' di 11'10 1/4" A.F.F. FRAMING ,. 4MM THICK SS PANEL, TYP. \ \ \\ \\ \ \ \ \ `\ `\ ` ` \ \\ \ \\\ \ \\ \\ \ ` \ \ I. UNISTRUT BY OTHERS ,, _ U '- N W IiJ �, , a CONTINUOUS STEEL ANGLE BY WALL CLADDING MANUF. ATTACHED TO ENGINEERED UNISTRUT HEADER BY OTHERS . , ' _ ! ��I� FIN & JOINT M T.O. CLG Y T.O. CLG $ ` 11' -9 1/2" A.F.F. B.O. SS PANEL �. 11' -9 1/2" A.F.F. - \ PAINTED BLACK - + + TRANSLUCENT WHITE ACRYLIC LOGO SET FLUSH WITH SS + PANEL li . 11 T.O. SS PNL$ I`r -..- g Mil - 0 1 STAINLESS STEEL -' nil SS PANEL 8' 10" A.F.F. NISI,. _ I \ _ * " MP . ►� // ►� li PANEL, TYP. Ilk • STAINLESS STEEL 3MM (1/8 ") 8'10" A.f.F. - 3MM ( 1/8 ) PANEL, TYP. J =_ --,_�- si ., = k ■'• ` t PF Agi PAINT BLACK 8' 10" A.F.F. j N I I ._��_ 8 O O B.O. SOFFIT • _ CO STAINLESS STEEL rn FIN PANEL B.O. SOFFIT N- � ill / / SECTION @CREATIVE COUNTER 6-"- I � /- 3MM (1/8 ") rI 4MM THICK 3MM (1/8 ") " 3 r•I /- 3MM( 1/8 ") le SS PANEL, TYP. b a 1' -3" 1 -4" I 0 LCD MONITOR WHITE ACRYLIC PANEL HEAD I I BOX FLUORESCENT LIGHT HOUSED + SHEET METAL LIGHT BOX I- 3/16" CONT. 2'- 1/2 " A @LOGO ELEV -FIN TO 3" = 20 ELEV @ EDGE OF BAY 3=1�_° 16 HEAD CONDITION @ LCD 1 " =1�-O' 12 HEAD @ GRAPHIC PANEL 3"=1'-0" 4 SOFFIT CALE S ALE SCALE SCALE ALE SCALE _ 1 I I FLUORESCENT TUBE LIGHT FIXTURE, TYP. 1 1 TRANSLUCENT WHITE ACRYLIC LOGO SET 1 FLUSH WITH SS PANEL 1 i PAINTED WHITE SHEET CUTOUT 'EXIT' CUTOUT DIRECTIONAL LETTERING BY S.S. ARROW ONLY PANEL MANUFACTURER REQ'D TO MEET LOCAL CODE PANEL F t s WHERE . FIN j 1 1 8 1 4' 0" FLUOR. TUBE LIGHT FIXTURES IN SHEET METAL BOX BY PANEL VENDOR THICK WHITE ACRYLIC PANEL BY GRAPHIC DOR 5' -4' A.F.F. NOTE: ILLUMINATED LETTER COLOR PER LOCAL CODE REQMNT. GREEN TYP. / APPLE PREF. (RED ONLY WHEN REQ'D) w ° W I-- a z u_ 1 A T.O. 11 I I 2" HOUSED GRAPHIC 3/16" CONTINUOUS 3MM (1/8 ") c� 1 SIDE � � ! I I ' (0) ` \ . - -- --7r , -1 O i 9/1. I 1 I I I METAL LIGHT BOX BLACK „ 9/l 9 ► WWI („ 9/ 1 ' \r 1� � / f Y/I ��, \ `\ i i ,i ' ' r � � \ \ LJ . J / J t 1 1 I L * J CUSTOM SS BEAD BAPAI II SS SS PANEL FRAMING / I 7 1/8 " w - SS CONTINUOUS ANGLE, TYP. CLADDING MANUFACTURER UNISTRUT FRAMING HEADER OTHERS ., J 3MM ( 1/8 ") TYP. 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' I 1 � SUPPORT SHOWN DASHED " LP II I I _ :1 =I, == = !I N .II 1' -2" W /IN MILLWR ..I. ���� I V-2" �- „Z -.1 ( „8 /l) WW 3MM 1 8" ) . - . 3M M ( /8") p �u y CODE oo ._ I 4MM THICK SS PANEL, TYP. 1 '� CO p LAN APPROVeD JUL 2008 (��' L t SOFFIT ABOVE SUPPORT FIN - SEE PLAN • _ _ _ _ _ _ _ " - ] L 1/2 SLIDE OUT N COUNTER 3-2" CV _. . . . . 4MM SS PANEL, PAINT BLACK i 6 1 SLIDE OUT WOOD / = v v , W ° 1' 3" / / / SS SHELF �1 � 3" Jj g / COUNTER 3 6' A.F.F. •- � , ,-� - � ` ' FOR 1/2 " i WALL COUN FIXTURE (MILLWORK) / N _ BY J ,1 L ti „ BLK PTD I N � Z , ° ¢ `` 6 3/4 It I .--- __--- ---- - -- -- -- WALL COUNTER tV C.I �r ■ `\ UNDERCOUNTER POWER /DATA RECEPTACLES BY FM. FINAL CONN. TO J BOX IN FIELD SS PANEL o ] .� I = °O CONT SHT MTL TROUGH, NOTCHED @STEEL PLATE. _— FIXTURE In Q _� �. = — 8 3/4 - = 3" WIREMOLD 6000 CONT. RACEWAY PTD BLK V-2" 3. - ° "� I — -- --- - - - - -- 1' -2" / A / 2' -5 SS VALANCE PANEL " o POWER /DATA RACEWAY W/ POWER /DATA OUTLETS & J -BOX FOR U.C. OUTLETS .. , _ 2'-5" 6" TYP. HORIZ. STRUT FRAMING r MIN CLEAR ' � BEYOND 1 6" F.O. SLIDE OUT WALL COUNTER YP. F.O. SLIDE OUT WALL COUNTER MIN CLEAR / PWR & DATA FEEDS SECT @ CREATIVE CNTR 11SCA1O 18 SECT @ SFWR WALL FIXT 11SCALE0 14 SECTION WALL CNTR 11 /SCALE 10 FIN SECT ABOVE CNTR 6 FIN SECT @ GRAPHIC PNL 3 SCALE 2 SCALE REVEAL CLIP, PAINT BLACK, TYP. REVEAL CLIP, AIM — G - Cr - G PAINT BLACK, TYP. 4MM THICK SS PNL, TYP. 20 v ' J- U- � — J " T i1 L I l�� ��;� I — _ -I :II p � L,i; [IIr fiJ DJ tl Cr Cr' v « I r 1= =L_ 1 „Z - .l II IIH ii HU O.A. N N C/) S -^ m—a ' < • cn l'- 1/ 4 ” mrlif n _ M 12: J j T.O. SOFFIT SS TYP. TILE FLR 0' 0" � N 4MM THICK PANELS, 4MM SS PANEL, TYP. S.S. SFTWR SHELVES J.J. SFTWR SHELVES � LJ W N W LAS ' d0 SHELF DIM. 4MM SS PANEL, --- i REVEAL CLIP, - V V — PAINT BLACK J i lr G WALL COUNTER I 1- 1 __�I -1 STONE FIXTURE (MILLWORK) CONT. SHEET METAL ANGLE, PAINT BLACK, TYP. STONE TILE N FLOOR TYP. ■ r \ 1 ° =11 � -° 1 - =1• I, VIII , IJ "" i - _ _ __ LI I' - 1111 II ` : __ ! 6" TYP. STORE F.F. Y ® REVEAL CLIP, PAINT _� 11 °11 ,/' 3MM ( 1/8 ") 3MM (1/8 ") BLACK, TYP. lin, �' II r� 1. �� / I / 1 1/2 - 1 1/2 " 1 Tom VARIES 1 6" TYP. - NOTE: FIN N WALLS ARE FABRICATED AS ONE PIECE ASSEMBLY, AS SHOWN , 3MM (1/8 "� SLIDE OUT WALL COUNTER / ELEV SECTION @FIN 17 SECTION THROUGH FIN 13 FIN SECT @SFTWR /CNTR 9 30' SFTWR BAY FIN SECT 5 SECTION @ FLUSH FIN SCALE SCAL SCALE SCAL SCALES h:\ projects\ apple \southcenter \caddapsct \shi 52QQ8ct_a- 11'8 4:46 AM Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY 1 TU KW I LA, WA 98188-2888 DRAWING NO. CALLISON www.callison.com CALLISON APPLE INC. • INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 . 1_: 408.974.9093 F: 408.974.7335 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 RECEIVED CITY OF TUKii 1 A JUN 1.1 ZOO PERMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SALES AREA- TYPICAL STAINLESS STEEL DETAILS A71.4 v) w tf) 15/8" II EDGE OF UNISTRUT M LIGHTBOX LAMP ALUM. LIGHTBOX 1.5 x 1.5 x 3/16" ANGLE CLIPS @ 4 CORNERS OF LIGHT BANK FRAME 1.5 x 1.5 x 3/16" ANGLE CLIPS @ 4 CORNERS OF LIGHT BANK FRAME TO 60 X 60 X 5 MM TS FRAME ATTACHED TO OPERABLE S.S. PANEL S.S. PANEL (BY OTHERS) ADJ. FRONT TRIM OF LT.BOX OPENING W/ 1/4" COMPRESSIVE FOAM GASKET TO PREVENT LT. LEAKS (TYP). 2 X 1 X 1/8" ADJ. PERIM. FRAME EDGE OF LT.BOX FRONT SECURED USING "10 PANHD. FASTENERS W/ WINGNUT AT SLOTTED SCREW LOCATIONS OF LT.BOX RETURNS (8- SLOTTED FASTENERS TTL.) PLAN SECTION @STUD SECT LOGO LTRG PLAN LOGO LTRG 6 " =1' -0" SCALE 19 PIN HOLES PRE - DRILLED BY SS FABRICATOR, CONTRACTOR TO COORDINATE 4MM THICK SS PANEL TYP. BLACK RAISED PIN - MOUNTED LETTER REVEAL @ BACK OF LETTER, TYP. GENERAL NOTE: SIGN FABRICATOR TO SUBMIT DIGITAL FILE TO SS MANUF. FOR LOCATION OF ALL PRE - DRILLED PIN HOLES FOR LETTERING. FULL SCALE 18 3MM ( 1/8 ") /( N.T.S. /,I T T ALIGN PIN HOLES PRE-DRILLED BY SS FABRICATOR, CONTRACTOR TO COORDINATE ACRYLIC LOGO, TYP. 4mm THICK SS PANEL, TYP. BLACK RAISED LETTER FULL SCALE 17 4' -5 1/2 " MIN. CLR., TYP. A11.0 3'- 7/> " +/- 18' -3 3/4 " LCD S.S. PANEL BACK OF LOGO LIGHT BOX 13 A11.0 / CUT OUT FOR MONITOR AT STAINLESS STEEL, TYP. EDGE OF LCD, SEE SPEC (.-11 TUBE FRAMING FOR SS PANEL, TYP. REAR ELEVATION - S.S. LCD PANEL @ 14' -6" GENIUS BAR ENLARGED PLAN - S.S. LCD PANEL @ 14' -6" GENIUS BAR, TYP FRONT ELEVATION - S.S. LCD PANEL @ 14' -6" GENIUS BAR 1 " =1' -0" SCALE 1 " =1 SCALE 1 " =1' -0" SCALE 4 1.0 N e e e =;, . U jr 3MM (1/8 ") REVEAL TYP. F.O. NEAREST STRUCTURE t LCD (17) ACRYLIC LOGO 18'-3 3/4 " S.S. PANEL SEE SHOP DRAWING 4' -9 1/2 " TYP C LCD LOGO LIGHT BOX PEERLESS PLA1 MOUNTING BRACKET, TYP. 3MM (1/8 ") REVEAL TYP. UNI -STRUT FRAMING STYSTEM LCD MONITOR, TYP. SEE SPEC. TUBE FRAMING FOR SS PANEL, TYP. LINE OF SOFFIT ABOVE 18' -4" SUBMIT ELECTRONIC FILE OF LOGO CUT OUT TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION BLACK RAISED LETTERS, TYP. LCD PANEL BEYOND, TYP SS PANEL, TYP. CTR. ORBIT ON CL OF PANEL EDGE OF LOGO LIGHT BOX BEYOND REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION, 1 h:\projects\ apple \southcenter \caddapscAsl ct_a -11 }a Q4:52 AM (i) CALLISON CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY T U K W I L A , WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT_06/09/08 DRAWING NO. GENIUS BAR A17.6 APPLE INC. 1 INFINITE LOOP MS: 52-RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 JUN 1-1 zu DATE 05/12/08 06/09/08 RECEIVED CITY OF TUKWILA PERMIT CENTER DRAWING TITLE LCD PANEL DETAILS @ h:\ projects \apple\southcenter\ caddapsct \sle'6Y2AQ8ct_a- 1181at56 AM CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051.53 DRAWING NO. A11.7 RECEIVED CITY OF TUKWILA JUN 1 1 /008 RMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SALES AREA- TYPICAL STAINLESS STEEL DETAILS 4 / „ / A SHEET GENIUS ROOM! METAL PAN PROVIDED BY G.C., FINISH - P7 10 T -43/4" 3/4 "� , , / 3' 7/8 " / •� I G •� I G \, / 1' 1 3/4 , 2' 2 1/8 \ \ . \ \ . . \ 1 1. ,,_ 1_ l_ \_ \_ \_ \ \ I 11 3 1/4 3 1/4 4 7/8 ' 2 1/2 " 3/4 " 1 1/2 " 1' -11 3/4 " i r• . . . . . . , J J J 1 1 1 - , 1 . 2' -2 1/4 " 1' -2 5/8 " / 13/16 " , 1' 11 7/8 3/4 3 5/16 4 13/16 " 4 11/16 " �• / I I I I — = — g 1 ,I \ `� c ONE TOUCH CATCH TAKIGEN C541 -B SUS(304) 4.Ot 2„ , �1 , 6 HOLE =6 HOLE WITH COUNTER SUNK f 13/16 " c ., N ♦ ♦ 1 '` i. I . 1. i . oo = •ter• c� M ; v �-f 1 ' i v I r 1 1 I I, 1 1 BEAD BLASTED FINISH 1 9/16 3/8 " �/ f / " 3 1/16 " II 1 3/16 8x1 SLOTTED HOLE 3/8 1 5/8 " �:■. ■ ■. 3/16 " 13/ " 3/4 // BUTT JOINT � � / F.F.L. ♦ _ _ _ EBLASTED ") 3MM (1/8 ) ;' 3MM (1/8 ") OPERABLE 4MM T � 1 M ♦ FLOOR FINISH BY OTHERS \ y 1 I I 1 � - ' 411 Agill v CO 0 0 0 0 0 0 X 13/4 " - 2" ,Ilk ♦ ♦ i I - „ gig I BUTT JOINT s . •.. .: ': °,� �� '.. FIELD FIXING .. : ' •:4.• 4;. FLOOR SPRING • . .SUS�L 4 • �. . 9 ..a : . - CONTINUOUS • , .` . •: ;. • 1 lee =6 HOLE =6 HOLE 3/4 3/4 LL ------ PANELBLASTED SS a v (BY OTHERS) L 30x30x3 1' 1/8 " " JACKSON 900 ALIGN L =50 SUPPLIED BY G.C. 1 WITH COUNTER SUNK 1 -1/8" SUS(304) 4.Ot BEAD BLASTED FINISH , SALES AREA 1 DOOR JAMB @SILL PLATE 16 SECTION THROUGH S.S. SILL PLATE 8 PLAN SECTION @ F.E.C. 4 SCALE SCALE SCALE � � I- _1 co B C GENIUS ROOM 3'-4 1 /16" M 23Y4" ■ 1 , \ ■ 3/16 " 1 i 3/16 ‘; �. \.. \ .. T \""�.. \ PER LOCAL CODE J 1 I BLACK PAINTED FINISH TO MATCH REVEALS 1 1 Iii x -- 1 , 1 4 , 3'-3 33/64" \ i, 1 3/16 " 7/8 „ II i 1 ; CENTER OF FLOOR FLOOR SPRING li SPRING JACKSON 900 SUPPLIED BY G.C. 1 1 1/16 , 1 1 ' \, A.F.F$ , II � 1 to � , %� ill t o W a CUT OUT IN S.S. PANEL FOR FIRE STROBE: ARCHITECT TO VERIFY REQUIREMENTS OF MALL AND LOCAL JURISDICTION FOR FIRE I AND SAFETY AT INITIAL SURVEY. COORDINATE LOCATIONS AND 1 SPECIFICATIONS WITH FIRE ALARM SUBCONTRACTOR. 1 5' -1" A.F.F. • r.-- I 1 1 ' St 1.61 1 = up _ - - + 1 PAINT FINISH '1 �, J ; , 1 " ' M 1 !! .. IAN i W @, 1y o 5 a, ♦ 111_1_, 1 1/4" DIA. CUT-OUT BY SS MANUFACTURER L � , I 11 I 1 1 I• ' I :� — — — h _ _� 1 _ ft ` , . 11. \ . , _ —" _^^ �L f♦ _ , I, 7/8 " -II _ St 2.3t to to re a' a' "' T LIED BY PEMKO S88 APPLE f- BLACK PAINTED FINISH TO MATCH REVEALS I_ J DOOR PULL `" D-LINE 8112.0 " SUPPLIED BY G.C. I I — 1 3/16 I it ii 1 13/16 ; 11 1 11 DOOR SUS(304) 4.0t BEAD 1 u ;- -'; BLASTED FINISH SALES AREA ♦ 1/8" - " SURFACE SENSOR „, ai 0 a „ 91/21. 1/4 DW: 1008 [3'-3 11/161 1016 [3'-4 "] 1/8 " SS DOOR JAMB 3 "= 1'_O.. 15 ENTRY LOCK DTL ELEV 3 '. =1._O.. 11 SCALE SCALE co .. m `- 1/2" DIA. THERMOSTAT 13/16" DIA. HOLD DRILLED PANEL BY MANEL MFG E SENSOR- HOLE DRILLED IN 1 S.S. PANEL BY PANEL MFG. 1 1 3'-10 1/4" A.F.F. 1 SALES STOCKROOM /BOH 1 7/8 " 11/4 " 5/32" BEAD BLASTED S.S. DOOR FACE STONE FLOOR S.S. PLATE VCT - ♦ 1 r1 � � r f /// M PREFABRICATED STEEL FIRE ..0 -.Z (,. 8/1. ) WW2 Y REVIEWED FOR 1 CODE COMPLIANCE JUL 21 2008 " //i " „0 -,Z EXTINGUISHER CABINET. LARSEN'S, 3 11!16 4 5/8 "CLEAR • OCCULT ;, MODEL 0- 2409 -RT LESS DOOR. PROVIDED BY G.C., FINISH INTERIOR- P7 _ , , e. d ° a ° ° IS 1 o FLOOR SPRING ° d a • ° 3 1/16 o a d " , JACKSON 900 SUPPLIED BY G.C. , 5 5/8 " ZNJ 4MM THICK 4D SECTION @THRESHOLD 6"=1' .0 10 6 SCALE City Of Tukwila BUILDING ti 1l S 111 1�_ BLASTED EC CABINET DOOR BY METAL PANEL FABRICATOR BEAD BLASTED FEC DOOR SALES STOCKROOM /BOH BY METAL PANEL FABRICATOR ♦ s 93/16" S.S. DOOR FACE N . STONE FLOOR - co -- 3MM ( 1/8 ") / 9 7/16 3MM ( 1/8 ") , VCT SLOTTED _ 8x15 m M ® HOLE z • : _ SUS M6x16 _ / J l _' 1 1 ■ „` ROLLING GRILLE /SLIDING SECURITY PANEL KEYHOLE -1 1/4' DIA. CUT-OUT W/ 1/16” FIELD FIXING . ■ � SUS L- 30x30x3 ROLLING GRILLE /SLIDING SECURITY PANEL KEYHOLE -1 1/4" DIA. r-- — CUT-OUT I A09.3 — — — — = co I REVEAL AROUND 0' -9" ABOVE SALES F.F. 0 (BY OTHERS) � - L =50 a . d. - - . a ° 311/16 ' . ° ° °.: „a � � • ° , a . ° d ° SUS L- 40x40x3 4 ( I � � I J (- ♦ 0 CONTINUOUS l I� _ _ [I _ _ SECTION B ELEVATION A SECTION @THRESHOLD F.E.C. DOOR SCALE 9 SCAL h:\ projects \apple\southcenter\ caddapsct \sle'6Y2AQ8ct_a- 1181at56 AM CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051.53 DRAWING NO. A11.7 RECEIVED CITY OF TUKWILA JUN 1 1 /008 RMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SALES AREA- TYPICAL STAINLESS STEEL DETAILS MANAGER'S ROOM SAFE ADJUSTABLE SHELVES 8" DEEP. MANAGER'S DESK IPL1 I J 1 1 13 1' -6" Al2.4 1' -6" RIGHT WALL ELEVATION (OPPOSITE) P TYP. KEY BOX ADJUSTABLE SHELVES 18" DEEP. THERMOSTAT CONTROLLER 2 DRAWER PEDESTAL FILE CABINET P1 TYP. ADJUSTABLE SHEL 18" DEEP. MANAGER'S DESK IPL1 2 DRAWER PEDESTAL FILE CABINET CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT � DESK ENDS, TYP. ALL BOH DESKS / EQ 0 \ \ LEFT WALL ELEVATION (OPPOSITE) R COUNTER ELEVATION (OPPOSITE) 2' -6" TYP. 2 ' - TYP. 191 i II 1 1 1 1 1 1 1 it 11 1 1 1 1 11 1 1 1 1 1 I 1 1 1 1 1 11 11 1 11 1 1 1 1 1 1 11 1 1 1 1 11 11 1 1 1 1 1 1 1 I. 1 f 1 I 1 1 11 11 1 1 H I 11 1 1 1 1 1 1 11 I I 1 11 11 11 1 1 1 1 1 11 11 11 1 1 1 1 1 11 1 � 1 . L 1 11 1 1 L L 9 0 0p 00 REAR WALL ELEVATION 2' -6 TYP. o�oo 2' -6" TYP. 1r\ ^ 1 1 \ / 1 1 1 \\ /// ; r MANAGER'S 1 < ) ROOM � //` `\ 1 1 SAFE 1 \ 1 1 11 11/ ` ' r � L EQ CORKBOARD LOC. TO BE SPECIFIED BY APPLE WHITEBOARD, LOC. TO BE SPECIFIED BY APPLE MANAGER'S ROOV ELEVATIONS 1/2 " =1' -0" SCALE 15 0 'C r / / 1' -6" 2' -5" 11 11 11 1 1 1 1 I.1 SAFE C COUNTERTOP SHELVE ABOVE 2-DRAWER PEDESTAL FILE CABINET BELOW NORTH 0 MANAGER'S ROOM BREAK COUNTER 1/2 " =1' -0" SCALE 1/2 " =1' -0" SCALE 11 n 11 Il 2' -6" 1'I it 11 11 PLAN (PARTIAL) -a. EQ TYP. 5 Al2.3 11 i1 I I it 1i it 11 TYP. "Il TYP. 11 '1 II 1 , 11 ii �I Ii 2' -6" 1_ 2' -6" 6' -0" PREFERRED EQ TYP. n Ii 2 ' - jL 2' -6" TYP. 1 TYP. I'1 111 1 11 it 11 I I 11 11 1 11 11 I I Ii EQ 'IE 1 11 it I I I P1 ADJUSTABLE SHELVES 12" DEEP SHELVING SYSTEM SEE 5/Al2.3 FOR STRAPPING LOCATIONS & MOUNTING HEIGHT MICROWAVE OVEN STANDARD COUNTER CONTINUOUS 1 -1/2" X 1.1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL DOH DESKS GROMMETS SEE SPEC BOOK PL1 9 CONTINUOUS 1.1/2° X 1.1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH DESKS 2 DRAWER PEDESTAL FILE TYP. TYP. TYP. EQ EQ u 2'-6" 2'-6" ii 4' -0" a 1- 90 09 0 0 00 MAX cv 2' -6" / >, EQ EQ / P1 ADJUST 12" DEE SEE 5/ STRAPPI & MOUN 2 DRAWER PEDESTAL FILE 8'-0" / EQ / EQ O PLAN (PARTIAL) TYP RECEIVING COUNTER ABLE SHELVES 12.3 FOR JG LOCATIONS ING HEIGHT IPL RECEIVING COUNTER 1/2 " =1-0" SCALE 9 I0 n 1- v 1- 2° SLOT \ \NN L 2' -5" TYP. \\ EQ (3'-0 "MAX) PLAN (PARTIAL) 2' -0" o-0 4' -0" OPERATOR 4' -0" \\\\\\\\\-\\\\\ 4' -0" OPERATOR EQ (3'-0 "MAX) 2' -0 ADJUSTABLE SHELVES W/ BRACKETS & STANDARDS MILLWORK PARTITION ! COUNTER MONITOR & ARM BY OWNER 1" END PANEL COUNTER & BRACKETS POWER AND DATA RACEWAY 1" END PANEL COUNTERTOP SHELVE ABOVE OPERATOR PLAN (PARTIAL) EQ A EQ rt ii ii 11 I I I I it 11 I1 11 I it 1 i 1 11 99_09 00 00 2' -6" EQ ♦ SMALL BUSINESS EQ A B TI 11 ii 11 I I ilr 2' -6" 13 Al2.4 STANDARD CARE 11 1 . it 11 11 B • • • • • O 5'-0" O / E0 / EQ O 4' -0" PREFFERED E0 ADJUSTABLE SHELVES 12" DEEP SHELVING SYSTEM SEE 5/Al2.3 FOR STRAPPING LOCATIONS & MOUNTING HEIGHT P1 11 II 1 1 MILLWORK PARTITION 0 COUNTER, SEE 7/Al2.3 STANDARD COUNTER CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH DESKS 2 DRAWER PEDESTAL FILE 2 DRAWER PEDESTAL FILE PL1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2000 City Of Tukwila BUILDING DIVISIO STANDARD CARE / SMALL BUSINESS 1/2 " =1-0" SCALE I /2 " =1-0" SCALE 3 1 A WESTFIEL 633 SOUTH TUKWILA ISSUED / RE DESIGN DEV PERMIT SET PROJECT NO. DRAWING SET DRAWING TITLE DRAWING NO. CAL CA www. 9335 C.b IN CEE STATE OF WASHI h: \projects\ apple\ southcenter\ caddapsct \sh@,t®pct_a- 12(S5bt1:01 AM VISED ELOPMENT 207051.53 BOH AREAS APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 LISON LLISON allison.com pple Inc D SOUTHCENTER CENTER PARKWAY , WA 98188 -2888 COPYRIGHT © 2008 CALLISON 12.0 RECEIVED CITY OF TUKWI! A I N 1 DATE 05/12/08 06/09/08 • PERMIT CENTER PERMIT 06/09/08 ENLARGED PLANS- ' -- EQ B fi, 4 4'-0" i 4' 0" EQ B 00 MAX MAX MAX _ - - - - - -- —' = - c o 0 ^ 00 - � 00 ♦ MANAGER'S ROOM SAFE ADJUSTABLE SHELVES 8" DEEP. MANAGER'S DESK IPL1 I J 1 1 13 1' -6" Al2.4 1' -6" RIGHT WALL ELEVATION (OPPOSITE) P TYP. KEY BOX ADJUSTABLE SHELVES 18" DEEP. THERMOSTAT CONTROLLER 2 DRAWER PEDESTAL FILE CABINET P1 TYP. ADJUSTABLE SHEL 18" DEEP. MANAGER'S DESK IPL1 2 DRAWER PEDESTAL FILE CABINET CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT � DESK ENDS, TYP. ALL BOH DESKS / EQ 0 \ \ LEFT WALL ELEVATION (OPPOSITE) R COUNTER ELEVATION (OPPOSITE) 2' -6" TYP. 2 ' - TYP. 191 i II 1 1 1 1 1 1 1 it 11 1 1 1 1 11 1 1 1 1 1 I 1 1 1 1 1 11 11 1 11 1 1 1 1 1 1 11 1 1 1 1 11 11 1 1 1 1 1 1 1 I. 1 f 1 I 1 1 11 11 1 1 H I 11 1 1 1 1 1 1 11 I I 1 11 11 11 1 1 1 1 1 11 11 11 1 1 1 1 1 11 1 � 1 . L 1 11 1 1 L L 9 0 0p 00 REAR WALL ELEVATION 2' -6 TYP. o�oo 2' -6" TYP. 1r\ ^ 1 1 \ / 1 1 1 \\ /// ; r MANAGER'S 1 < ) ROOM � //` `\ 1 1 SAFE 1 \ 1 1 11 11/ ` ' r � L EQ CORKBOARD LOC. TO BE SPECIFIED BY APPLE WHITEBOARD, LOC. TO BE SPECIFIED BY APPLE MANAGER'S ROOV ELEVATIONS 1/2 " =1' -0" SCALE 15 0 'C r / / 1' -6" 2' -5" 11 11 11 1 1 1 1 I.1 SAFE C COUNTERTOP SHELVE ABOVE 2-DRAWER PEDESTAL FILE CABINET BELOW NORTH 0 MANAGER'S ROOM BREAK COUNTER 1/2 " =1' -0" SCALE 1/2 " =1' -0" SCALE 11 n 11 Il 2' -6" 1'I it 11 11 PLAN (PARTIAL) -a. EQ TYP. 5 Al2.3 11 i1 I I it 1i it 11 TYP. "Il TYP. 11 '1 II 1 , 11 ii �I Ii 2' -6" 1_ 2' -6" 6' -0" PREFERRED EQ TYP. n Ii 2 ' - jL 2' -6" TYP. 1 TYP. I'1 111 1 11 it 11 I I 11 11 1 11 11 I I Ii EQ 'IE 1 11 it I I I P1 ADJUSTABLE SHELVES 12" DEEP SHELVING SYSTEM SEE 5/Al2.3 FOR STRAPPING LOCATIONS & MOUNTING HEIGHT MICROWAVE OVEN STANDARD COUNTER CONTINUOUS 1 -1/2" X 1.1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL DOH DESKS GROMMETS SEE SPEC BOOK PL1 9 CONTINUOUS 1.1/2° X 1.1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH DESKS 2 DRAWER PEDESTAL FILE TYP. TYP. TYP. EQ EQ u 2'-6" 2'-6" ii 4' -0" a 1- 90 09 0 0 00 MAX cv 2' -6" / >, EQ EQ / P1 ADJUST 12" DEE SEE 5/ STRAPPI & MOUN 2 DRAWER PEDESTAL FILE 8'-0" / EQ / EQ O PLAN (PARTIAL) TYP RECEIVING COUNTER ABLE SHELVES 12.3 FOR JG LOCATIONS ING HEIGHT IPL RECEIVING COUNTER 1/2 " =1-0" SCALE 9 I0 n 1- v 1- 2° SLOT \ \NN L 2' -5" TYP. \\ EQ (3'-0 "MAX) PLAN (PARTIAL) 2' -0" o-0 4' -0" OPERATOR 4' -0" \\\\\\\\\-\\\\\ 4' -0" OPERATOR EQ (3'-0 "MAX) 2' -0 ADJUSTABLE SHELVES W/ BRACKETS & STANDARDS MILLWORK PARTITION ! COUNTER MONITOR & ARM BY OWNER 1" END PANEL COUNTER & BRACKETS POWER AND DATA RACEWAY 1" END PANEL COUNTERTOP SHELVE ABOVE OPERATOR PLAN (PARTIAL) EQ A EQ rt ii ii 11 I I I I it 11 I1 11 I it 1 i 1 11 99_09 00 00 2' -6" EQ ♦ SMALL BUSINESS EQ A B TI 11 ii 11 I I ilr 2' -6" 13 Al2.4 STANDARD CARE 11 1 . it 11 11 B • • • • • O 5'-0" O / E0 / EQ O 4' -0" PREFFERED E0 ADJUSTABLE SHELVES 12" DEEP SHELVING SYSTEM SEE 5/Al2.3 FOR STRAPPING LOCATIONS & MOUNTING HEIGHT P1 11 II 1 1 MILLWORK PARTITION 0 COUNTER, SEE 7/Al2.3 STANDARD COUNTER CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH DESKS 2 DRAWER PEDESTAL FILE 2 DRAWER PEDESTAL FILE PL1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2000 City Of Tukwila BUILDING DIVISIO STANDARD CARE / SMALL BUSINESS 1/2 " =1-0" SCALE I /2 " =1-0" SCALE 3 1 A WESTFIEL 633 SOUTH TUKWILA ISSUED / RE DESIGN DEV PERMIT SET PROJECT NO. DRAWING SET DRAWING TITLE DRAWING NO. CAL CA www. 9335 C.b IN CEE STATE OF WASHI h: \projects\ apple\ southcenter\ caddapsct \sh@,t®pct_a- 12(S5bt1:01 AM VISED ELOPMENT 207051.53 BOH AREAS APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 LISON LLISON allison.com pple Inc D SOUTHCENTER CENTER PARKWAY , WA 98188 -2888 COPYRIGHT © 2008 CALLISON 12.0 RECEIVED CITY OF TUKWI! A I N 1 DATE 05/12/08 06/09/08 • PERMIT CENTER PERMIT 06/09/08 ENLARGED PLANS- NOTES: 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPENSERS, ETC. MAXIMUM WEIGHT - 50 LBS. 2. TYPE "B" BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT - 250 LBS. /FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE *12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. TYP. 20 GA. MIN. SCREW STUDS BAC <I\ BACKING PLATE 6" x 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS 3/8" LONG 1/16" TYP. ALL FLANGES OF BACKING PLATE TO 16 GA. STUD 16 GA. SCREW STUDS WHERE BACKING PLATES OCCUR BAC 4 STUDS @16" OC G PLATE TYPE IIAII BACKING PLATE DTLS (3) *8 F.H.S.D.S. DOUBLE STUD @ SIDES OF OPENINGS LINE OF CEILING, WHERE OCCURS BACKING PLATE 6" X 16 GA. MTL. PLATE WELDED @ 4 STUD MIN. DOUBLE STUD @ SIDES OF OPENINGS 1" LONG 1/16 GROOVE WELD TYP. @ WEB OF BRACING PLATE TO STUD <I \G PLATE TYPE "B" DOUBLE STUD @ SIDES OF OPENINGS BACKING PLATE 6" x 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS 1" LONG 1/16 GROOVE WELD TYP. @ WEB OF BRACING PLATE TO STUD 1/2 =1 -0 SCALE 17 11 5/8" GYP. BD. 6X6 BULLNOSE COVE BASE (4 WALLS) IN THINSET. ALIGN VERTICAL GROUT JOINTS W/ HORIZ. GROUT JOINTS GROUT PROVIDE DEX -O -TEX APPROVED EQUAL W.P. FLOOR MEMBRANE (TROWEL & SEAL W.P. MEMBRANE; CUSTOM BUILDING PRODUCTS) TURN MEMBRANE UP WALL A MIN. OF 6 ". TOILET ROOM BASE DETAIL 1P31 FAUCET 1 E813 I FAUCET 1 E812 1 E807 MIRROR I E806 1 SOAP DISPENSER 1 E801 MIRROR MASTIC (SP80) MIRROR WITH POLISHED VERTICAL EDGES TO BE PROVIDED BY CONTRACTOR "L" CHANNEL @ TOP AND BOTTOM OF MIRROR, GLASS DISTRIBUTORS, INC. MODEL L902BA SECT © BIN/ OF MIRROR EPDXY PAINT CLEAN WASHABLE SURFACE P3 o 1 E804 I DRINKING FOUNTAIN FULL SCALE 1/2 _ _ SCALE 12'' =1' - 0" SCALE 12 11 TOILET SEAT COVER DISPENSER NOTE: STREAM FROM BUBBLER TO BE 4" HIGH MIN. AND 6" HIGH MAX. PUSHBUTTON CONTROL TO BE NO MORE THAN 6" FROM FRONT EDGE OF BOWL. A CUP DISPENSER IS NOT REQD. AT HI -LO DRINKING FOUNTAINS. ELEVATION (A PLAN CC ciTh W CO CO O MIN. 16 "" MIN. J U CC W m CO CO 0 1- SANITARY NAPKIN DISPOSAL 1 E805 1 TOILET ROOM ELEVATIONS 9 w c w o EQ o EQ ENLARGED TOILET ROOM RCP E802 E801 E806 / CL 1 0 MAX L - / - — o Eo N •••••• ■•i■■•■■ •••••••••• •••••••••• •••••••••• •••••••• •••••• 24" MIN 3' -6" MIN - - J A •••••• ■■ ■ ■••I.■ •••••••••• •••••P• ••• ••••Mal•••••1•MO ••••••••••• •••••Lt•••• ••••••I•i•• •••••••• •••••• EQ EQ E805 E807 1 E804 I I E803 1 1 E811 START TILE LAYOUT AT CENTER OF FLOOR, WORK TO WALLS. MAINTAIN FULL TILE AT WALL WHERE POSSIBLE. 2" X 2" TILE AS SCHEDULED, TYP. ENLARGED TOILET ROOM PLAN 0 1- EPDXY PAINT CLEAN WASHABLE SURFACE 1 1 / ALIGNv P3 7" MIN: 3' -0" MAX TO TOILET PAPER 3 3 -- TILE BASE E803 ENLARGED JAN RM PLAN 1 E806 E807 I INSULATED DRAIN PIPE FLOOR MOUNTED DOOR STOP 1 E809 / 2'' =1' -0" SCALE 6" MAX 1 /1' -1 7/8 OPP. !< MOP RACK 1E7011 E702 O 0 E802 I EPDXY PAINT CLEAN WASHABLE SURFACE P3 COAT HOOK/ DOOR STOP 1 E808 I =FOR EQUIPMENT LEGEND/ SCHEDULE SEE A06.0 ELEVATION AT MOP SINK /2"_t SCALE /2 SCALE REVIEWED FOR CODE APPROVED COMPLIANC JUL 21 2008 Cii� Of �u�' w!Ia BUILDING DIVISION 1/2 _ -0' SCALE 1I2 =1' -0 SCALE 4 3 NOTE: - G.C. TO PROVIDE BACKING IN PARTITIONS FOR ACCESSORIES. SEE 17/- FOR PLATE DETAILS - G.C. TO COORDINATE HEIGHT OF GRAB BAR W/ ANY WATER CLOSET ACCESSORY. SEE PLUMBING SHEETS. - NO VISIBLE CLEANOUTS IN TOILET ROOMS - 1 VERTICAL GRAB BAR PER ICC /ANSI 604.5 (ONLY AS REQ'D BY LOCAL CODE) 2 9' -0" TYP. A.C.T. CEILING 8' -0" TYP. T.O. FRP 5' -6" TYP. MOP STRIP 40 0' -0" TYP. FIN. FLR. F.R.P. 1 NOTE ALL FOUR WALLS TYP. MOP STRIP -MOUNT ABOVE MOPSINK PROVIDE 3'-0" HOSE ON MOP SINK SPIGOT MOPSINK I .1 r PROVIDE (3) SHELVES & STANDARDS OPPOSITE MOPSINK 1 h:\ projects\ apple\ southcenter \caddapsct\slt0 128 8:06 AM DRAWING NO. CALLISON www.callison.com G CALLISON IS ERED MARTIN EE HILL cTA[E OF WASHINGTON POS -521 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 CITY OF TUKWILA JUN 1.1 2008 'ER CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE ENLARGED PLAN- TOILET ROOM Al2.1 APPLE INC.. 1 INFINITE LOOP MS: 52 - RN CUPERTINO, CA 9.5014 1: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 AL T.O. GNS RM CEILING 11' -0" A.F.F. SHELVING UNITS QSHELF /QMD361896 AA 8' -0" A.F.F. \ IV T.O. SHELVING co n O F-- D_ } 2'-10 1/2 " TV Tv!) NOTES: - PROVIDEV2" WIDE PL1 FILLER STRIP AT CABINET FRONT, AND 4 "H X 1'- 11 LONG BACKSPLASH WHEN SINK CABINET HAS A RETURN WALL CONDITION - ALL SIDE PANELS TO BE PL1 FINISH - SINK CABINET, COUNTERTOP AND BACKSPLASH PROVIDED BY OWNER'S FIXTURE SUPPLIER - GC TO PROVIDE STAINLESS STEEL SINK, SINK FAUCET, STRAINER, MICROWAVE, WALL BASE, AND COORDINATE AND INSTALL ALL WORK. GFI OUTLET SOLID SURFACE COUNTER & BACKSPLASH 0 ADJACENT WALLS -> MICROWAVE E304 PLY. LAMINATED DRAWER 4" BASE KICK ON FRONT SIDE ONLY COUNTER PL1 CABINET BELOW DASHED, OVERHANGS EXPOSE CABINET SIDES BY 2" TYP. T.O. COUNTER 3' -2" A.F.F. 2 ' - ELEVATION 5' -4" s 5' -4" PLAN (PARTIAL) 2' -6" AIL S 1' -3" OF SINK SINK @ CABINET LCD WALL MOUNT FAUCET E305 SINK E3OE PL1 N VINYL BASE OVER CAB. BASE BACKSPLASH DECK MOUNTED SINGLE LEVER FAUCET PLUMBING HOOKUP & ELECT. OUTLETS BY G.C. 1� =1 _ SCALE 11/2"= 1 SCALE 15 20" CENTER CINEMA DISPLAY (BY OTHERS) ERGOMART SAA7000- 800 -101 LCD WALL MOUNT - t N 13 T.O. GENIUS RM CEILING 11 -0" 3' -0" 0 N 0 Al T.O. GENIUS ROOM CEILING 11' -0" 3/4" P.LAM SHELVES W/ P.LAM EDGE BAND, TYP BRACKETS & STANDARDS PER SPEC FACE OF WALL UNDERCOUNTER LIGHTING BY G.C. PROVIDE BLOCKING FOR CINEMA MOUNTING BRACKET 1" P.LAM COUNTER W/ P.LAM EDGE BAND (TYP ) METAL BRACKET - SEE SPEC GROMMETS PER SPEC CONTINUOUS 1X4 LEDGER BOARD, PAINT CON TINOUS/ " FIRE - TREATED PLYWOOD BACKING AT WORK SURFACE & LCD MTG SUPPORT BRACKETS • SECT © GENIUS RM ELEV i GENIUS ROOM SEE PLAN O N u7 N 11/4" LLI () 0 Al2.4 1"= 13 SCALE 1� = 1 1_ 0 " SCALE N M 10 QUARTET GBC -COMBC WHT BD. /CRK BD. WALL MOUNTED LOCATION TO BE SPECIFIED ON SITE BY APPLE PHONE AT END OF GENIUS COUNTER (TYP.) T.O. GNS RM CEILING 11' -0" A.F.F. SURFACE MTD. STANDARDS, TYP. 3/4" WHITE P -LAM SHELVES ALKCO HP 121 -4100K UNDER - COUNTER LIGHT AT EACH GENIUS STATION LOCATION OF SCREEN ERGOMART BRACKET MOUNTED TO WALL BEHIND CINEMA DISPLAY POWER /DATA OUTLET GENIUS ROOM - REPAIR COUNTER CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH MOBILE TOOL (TYP OF 2) ELEVATION OF CUSTOMER RACKS PLAN (PARTIAL) OF CUSTOMER RACKS GROMMET / EQ. ( B 3 ELEVATION 4'- 1/4 " Q. PLAN PLAN (PARTIAL) 6 u 11 it 33 EQ. TYP. SS 4'- 1/4 " 4" WALL BASE, TYP. 2 4 /r z, AM% Zi 3' -0" FACE OF COUNTER FACE OF SHELVING ABOVE BLOCKING GROMMET (TYP.) SS ,, 6" 16' -11/4 " GENIUS MILLWORK PARTITION @ COUNTER 11 11 11 1 ISS d 11 SS 4'- 1/4 " y 4'- 1/4 11 II 11 1 6'-5" WALL MTD PHONE ONLY WHEN COUNTER MEETS RETURN WALL QUANTITY VARIES PER GENIUS RM CONFIGURATION 11 111 11 11 11 11 11 11 11 ELEVATION OF ADMIN /GENIUS COUNTERS EQ. B GENIUS EQ. B r 3/4 " ,. EQ.A EQ.A ADMIN. PLAN (PARTIAL) OF ADMIN /GENIUS COUNTERS ADMIN. & CUSTOMER RACKS h: \projects\ apple \southcenter \caddapsct \sh tflp8ct_a- 12Bj6:10 AM Al2.4 2' -5" TYP. GENIUS ROOM 13 Al2.4 4'-0" 2' -6" ADMIN r _Y TYP. / EQ A 1� _ SCALE NOTE: OUTLET COVERS TO BE STANDARD, MECHANICALLY FASTENED FACE PLATE (NOT SNAP ON), GENIUS ROOM ONLY N 11 SCALE 0 r N REPAIR & PAPERWORK SHELF ADMIN. STATION 2 DRAWER PEDESTAL FILE 2 DRAWER PEDESTAL FILE C9w Of TUk WJI WILDA DIVISION_ N 97 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 1 2009 DRAWING NO. CALLISON www.callison.com 9335 AR TI STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 CALLISON DRAWING SET PERMIT_06 /09/08 DRAWING TITLE ENLARGED PLANS & DETAILS - GENIUS ROOM Al2.2 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 9.5014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 CiTY RECEIVED OF TUkWI JUN 1,i 1 006 PERMIT CENTER 2" CONDUIT QUAD BOX - 30 AMP NEMA TWIST LOCK GROUND BAR- 00 FIBER PANEL OM 3100 WALL MOUNT CABINET DS3 NIU PANEL 3/4" FIRE RATED PLYWOOD 0 7' -0" A.F.F. d B.O. DS3 BOARD 1 -0 / / 8 -0 6' -0" vlIN. DS3 BOARD SCALE 9 EMPLOYEE LOCKERS - ATTACH TO WALL \ \ \ \ v MFRS BASE PER SPEC LOCKER ELEVATION PLASTIC LAMINATE FINISH PLASTIC LAMINATE EDGEBAND P1 P1 2' -5" v1DF v ILL WORK PARTITION SECT © COUNTERTOPS SCALE 112 " =1 _ , SCALE 112 =1 _ SCALE 8 7 3/4" P.LAM SHELVES W/ P.LAM EDGE BAND (TYP.) BRACKETS & STANDARDS PER SPEC FACE OF WALL QUARTER ROUND MILLWORK PARTITION RCVG, STNDRD CARE & SM. BUSINESS, SEE DETAIL 7/- P GROMMETS PER SPEC 1" P.LAM COUNTER W/ P.LAM EDGE BAND (TYP.) METAL BRACKET - WHITE KV500 CONTIN. 1X4 LEDGER BOARD, PAINT 1- LEDGER ON ALL THREE SIDES WHEN MILLWORK IS IN AN ALCOVE CONTINUOUS 3/4" FIRE - TREATED PLYWOOD BACKING AT WORK SURFACE SEE ENLRGD PLANS FOR DEPTH U.N.O. N 5 i 9" v L: L: CNI A. TYPICAL SALES /BOH DOOR SECURITY PANEL, SEE ELEC. DWGS. LUTRON KEYPAD, AS SCHEDULED SCHEDULED BASE B. TYPICAL BOH DOOR SIGNAGE AS SCHEDULED. VERIFY SIGN DIMENSION AND LOCATION WITH PERMANENT SIGN PACKAGE. KEYPAD AS SCHEDULED LL 0 \ \ SCHEDULED BASE SALES /BOH DOOR ELEV 1/2 '' = _0 SCALE 4 . 0 00 00 CLEAR REVIS CODE COMPLIANCE' AP PROVED D JUL 21 2008 BUILDING Of Tukwila 1.IVISIO VARIOUS CONDUIT /WIRES TO BE PULLED THROUGH TERMINATION RACK GROUND BAR RJ21X BLOCKS AVAYA SNEAK FUSE PROTECTOR B.O. TEL BOARD Ati 7' -1" A.F.F. DIGITAL VOICE & DATA JACKS SECURITY CABINET DATA RACK AVC -02 AV CABINET AVC -01 (1) 20 AMP CIRCUIT W/ L5 -20R (1) 20 AMP CIRCUIT W/ L5 -20R (2) 20 AMP CIRCUIT QUAD BOXES, NEMA 5 -20 DATA RACK /TEL TRM BD 34 " =1 _0" SCALE 3 1 h:\ projects\ apple \southcenter \caddapsct \sh @p8ct_a -12 B :15 AM DRAWING NO. CALLISON APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.97 4.9093 F: 408.974.7335 CALLISON www.callison.com R .ISTE ED 't•CH A dv.. ) R N HI STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE DETAILS - BOH AREAS Al2.3 DATE 05/12/08 06/09/08 RECEIVED CITY OF TUKWILA PERMIT CENTER h:\ projects\ apple \southcenter\cadda psct\sh@,tkta®jjOct_a -128: 18 AM DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 1: 408.974.9093 Er 408.974.7335 CALLISON www.callison.com REG .TERED A HIT MARTIN E IL STATE OF WASHINGTON 9335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 Al2.4 RECEIVED CITY OF TUKWIL.A'. JUN 1 ZOO PERMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE DOOR / FLOOR DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUL 21 2008 City Of Tukwila BUILDING DIVI IQP PARTITION AS SCHED. I RUNNER TRACK =` V < (1) / / / / 21-0" 2' -0" , LAYER 5/8" TYPE X GYP. BD. ON EACH SIDE. SEE // / J 1 APPLE TO PROVIDE 500 (QTY) APC (ART -PHYL CREATIONS) HDHB= -8, .218" HEAVY DUTY, 6" WIRE PEGBOARD HOOKS. HOOKS CAN BE SOURCED FROvI: HTTP : / /HOOKSTORE.COM /WIREX.HTM. T.O. PEG BD & SHLVG AL r — `= z INTERIOR ELEVATIONS FOF FINIH. 2" RUBBER BUMPER 6 1/8 " N VARIES ' . : -A.F.F. $T.O. OPENING SEE HOLLOW METAL FRAME INTERIOR ELEVATION FOR FINISH < CONTINUOUS SILENCER / / / / / / / / / / / / / / / / / DOOR AS SCHEDULED HEAD © PEG BI: 1 PAINT P1 6"=11-0" 4 v1ECHANICALLY FASTENED TO METAL SHELVING UPRIGHTS H.M. D 0 0 R SCALE 2" v1AX. (1) LAYER 5/8" TYPE "X" GYP. BD. ON EACH . , CD ` SIDE. SEE INTERIOR ELEVATIONS FOR FINISH. 1/2" v11N. / :. :. METAL STORAGE CABINET (BEYOND) U 1-=- <c 0 l�l CONTINUOUS SILENCER — _ BOH F.F. i 1 A \ n 4" TYP 0' -0" SEE INTERIOR ELEVATION FOR FINISH U .N.O. DOORS AS SCHEDULED HOLLOW METAL FRAME FINISH FACE OF WALL WHERE OCCURS \ a PEG BOARD DETAIL 11 JAVB @ H.M. DOOR 6 SC -00" SCALE /i PARTITION AS SCHEDULED — .- -. 0 10'-0" A.F.F. B.O. ACT CLG \ V ,,,-) i J _ N p _ N _ ACT CLG UNI -STRUT BY OTHERS, SSD 9 ' - 0" �'' ., .. . ................... » , 3 1 /2 EQ. EQ. STEEL CORNER GUARD, �� ■ STEEL CORNER GUAR ,p CUT TO FIT A.F.F. GWB, SEE PARTITION PEG BOARD HOOKS, TYP. ■ �� � F.O.H. .. PLAN STEEL BRUSHED S.S. VA FRY REGLET MOLDING SCALE 3 " =1' -0" \ CORNER GUARD BASE SCHEDULED FLOOR PLAN � r L B.O.'. W/ 2" WIDE REVEAL; #CDRM- 625 -50 1 ' 1 1 1/8" REVEAL PAINT BLACK 4mm SS DOOR PANEL 1 ELEVATED VIEW ENLARGED PEG BOARD DETAIL 11 / SCALE ° 311 =11 -13 HEAD S.S. DOOR 3"=1 14 BOH CORNER GUARD SCALE SCALE 2 . .r•�- 52 .... DOOR AS SCHEDULED TOILET ROOM HALLWAY PARTITION AS SCHEDULED DOOR FRAME AS SCHEDULED VCT AS SCHEDULED DOOR AS SCHEDULED > WHITE MARBLE THRESHOLD AS APPROVED BY 17/8 " / - PEMKO 158A S.S. SCHLUTER STRIP EDGE, FINISH � I 1 $ 1 I I i -- i 1 ` 1 . SCHEDULED DOOR/ FRAME SCHEDULED STONE FLOOR MORTAR BED WITH WIRE MESH REINFORCEMENT THRESHOLD o RUBBER BASE OWNER /ARCHITECT. NO VEINING. VCT AS SCHEDULED (E) CONCRETE SLAB 1/16" CHAMFER BOTH SIDES THIN SET CERAMIC TILE ON EXISTING BRUSHED SCHEDULED VCT CONCRETE 1: 50 SLOPE INFILL SCHEDULED FINISHED FLOOR . CONC SLAB V � V Nib , ,_j v �� _ 1 Q e • '... . Mk ..' . ? '' , , , • ` ' \ Q • SEALANT �.■ . . d • ,, ', a ° a as a Q o a . a a. , as Q ,, " ., ' ' \ ` JOINT COORD W/ FINISH SCHEDULE AND SPEC. STOP GYP. BD. 1/4" ABOVE CONC. TYP. (E) CONCRETE RUBBER WALL BASE 13 VCT TO CONC TRANSIT 6 SCAL ° E 9 VCT TO TILE TRANSIT 6"=11-0" SCALE 5 STONE TO VCT TRANSIT 6"=11-0" 1 SCALD SCALE h:\ projects\ apple \southcenter\cadda psct\sh@,tkta®jjOct_a -128: 18 AM DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 1: 408.974.9093 Er 408.974.7335 CALLISON www.callison.com REG .TERED A HIT MARTIN E IL STATE OF WASHINGTON 9335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 Al2.4 RECEIVED CITY OF TUKWIL.A'. JUN 1 ZOO PERMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE DOOR / FLOOR DETAILS ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB 4MM THICK SS PANEL, TYP. CONT. SHEET METAL ANGLE, PAINT BLACK, TYP. 12" INFILL TILE STRIP STONE TILE FLOOR (FULL TILE) SECT REAR WALL SS BASE 3"=1 SCALE 17 ALIGN ALIGN RECESSED STANDARD SS WALL PANEL RECESSED STD BASE DTL TILE @ MILLWORK 6 " =1 SCALE FACE OF GENIUS BAR CREDENZA BLOCKING, AS REQ'D BOTTOM OF FIXTURE STONE FLOOR STONE CONTINUES FULL DEPTH UNDER MILLWORK FIXTURES 3 "- 1 SCALE 16 13 N J Cr) o W 0- x U ) W Cr EC o 0 J }" L- W F- NOTE: SIM. CONDITION OCCURS AT CREATIVE BAR - SOFTWARE BAY TRANSITION SOFTWARE BAY 4v1M S.S. PANEL, TYP. 1 1/2 G.C. INSTALLED L ANGLE TO STOP ARDEX N cn FTWARE BT oz l i 11/2 " SS PANLS, TYP. 1/16 " GROUT JOINT, TYP. 3 r 3'I TILE @ SFTWR BAY FIN 3"=1'- 0" I SCALE L WARE BAY N 4MM S.S. PANEL, TYP. >-- SS PANLS, TYP. C11/ " G.C. INSTALLED L ANGLE TO STOP ARDEX WALK - COUNTER "3vi vl (1/8") REVEAL, TYP. GROLT JOINT, TYP. TILE @ SFTWARE BAY FIN TILE © WALL CNTR FIN TYP. SECTION @ SS BASE 3"=11- O I I SCALE WALL COUNTER 4MM S.S. PANEL, TYP. EXTENT OF STONE TILE — FLOOR 3MM (1/8") REVEAL, TYP EQ. 3" EQ. WALL COUNTER SS PANLS, TYP. 70 " GROUT JOINT, TYP. 3" G.C. INSTALLED L ANGLE TO STOP ARDEX 3"=1 0" SCALE ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB 4MM THICK SS PANEL, TYP. CONT. SHEET METAL ANGLE, PAINT BLACK, TYP. STONE TILE FLOOR 3 " =1' -0" SCALE 12 11 10 N /8 SALES AREA STOREFRONT 5, 13"X 5 43" SQUARE PUNCH OUT 3/16" THICK DARK GRAY ACRYLIC DISC 1 5/8" DIA. ROUND PUNCH -OUT PLAN @ JUNCTION BOX COVER PLATE SECTION THROUGH JUNCTION BOX ENLARGED PLAN @ DISPLAY WINDOW JUNCTION BOX 3"=1 SCALE 3'I- 1 SCALE 3"=1 SCALE 4 STAINLESS STEEL COVER PLATE(FLUSH MOUNTED) CONDUIT AS SCHEDULED SHOWN DASHED STONE FLOOR PER OWNER'S SPECIFICATION d d SEPARATION BARRIER 4 4 1' -0 3/16 " POWER /DATA CUSTOM JUNCTION BOX AS SPECIFIED. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT PRIOR TO INSTALLATION. SHIM /LEVEL AS REQUIRED TO ALIGN ALL EDGES WITH FINISH FLOOR MORTAR BED WITH WIRE MESH REINFORCING BEYOND 4 d d CONDUIT SHOWN DASHED METAL INSTALLATION SLEEVE BY FLOOR BOX MFG TO SUPPORT TILE EXISTING CONCRETE SLAB STORE F.F. 0' -0" MALL F.F. -0' -2" B.O. J BOX -0' -2 5/8" 3 DISPLAY TRACK ELECTRICAL CONDUIT AS SPECIFIED. SEE ELECTRICAL DRAWINGS STONE FLOOR AS SCHEDULED 885 NEX- NEWFLAG POWER & DATA CUSTOM JUNCTION BOX WITH STAINLESS STEEL COVER PLATE; PROVIDE SHOP DRAWINGS OR SAMPLE PRIOR TO INSTALLATION FLOOR BOX SLEEVE W/ STEEL COVER TO SUPPORT STONE TILE DATA CONDUIT AS SPECIFIED SEE ELECTRICAL DRAWINGS G.C. TO PROVIDE GRAY PLASTIC COVER WITH TIGHT FITTING OPENINGS FOR DATA PLUG AND POWER STOREFRONT REVIEWE FOR CODE CJMPLA fC APPROV JUL 21 2000 O�ty O ru l BUILDING plyzioN 1 h:\ projects\ apple\ southcenter \caddapsct \sh @ t$t680p8ct_a - 1251:24 AM DRAWING NO. CALLISON CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 Al2.5 APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 9.5014 1: 408.974.9093 F: 408.974.7335 RECEIVED DATE 05/12/08 06/09/08 v • , y T JUN 1 1 ?OBI'S PERMIT CENTER DRAWING SET PERMIT 06/09/08 DRAWING TITLE FLOOR DETAILS DESIGN CODES AND LOADING: INTERNATIONAL BUILDING CODE (20% EDITION) LIVE LOADS: ROOF: 25 PSF FLOOR: 100 PSF LATERAL LOADS: SEISMIC: 5s =1.47, 51 =0.51, Sds =0.98, Sd1 =0.51, Ie =1.0 SEISMIC USE GROUP II SEISMIC SITE SOIL PROFILE D SEISMIC DESIGN CATEGORY D SEISMIC COEFFICIENT, Cs =0.281 RESPONSE MODIFICATION FACTOR, R = 3.5 FOR (E) BUILDING MISC LOADS: PARTITION: 20 PSF GENERAL: THE INTERNATIONAL BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP. ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. DRAWINGS ARE NOT TO BE SCALED. STRUCTURAL STEEL: GENERAL REQUIREMENTS: TUBE COLUMNS: ASTM A500 GRADE B (Fy =46000 psi). PIPE COLUMNS: ASTM A53 GRADE B (Fy= 35,000 psi). ALL 'W' AND 'H' SHAPES: A992, (Fy= 50,000 psi). ALL OTHER STEEL: ASTM A36. ALL STAINLESS STEEL 316L (Fy= 30,000 psi). ALL BOLTS: ASTM A325 U.N.O. ALL ANCHOR BOLTS: ASTM A36, U.N.O. ANCHOR BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS AFTER A POUR OR 'WET STICKING' IS NOT ALLOWED. ONE COAT OF APPROVED 51-1OP PAINT MINIMUM TO ALL STEEL NOT EMBEDDED IN CONCRETE, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC (A5D) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. WELDING REQUIREMENTS: ALL WELDING SHALL MEET AWS /WABO CODES FOR ARC WELDING IN BUILDING CONSTRUCTION. EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF THIS SECTION, ELECTRODES MAY BE E70 MINIMUM WELDS SHALL BE 3/16" OR AS NOTED IN SECTION J.2b OF AISC (WHICHEVER IS LARGER) ALL WELDING OF STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A GMAC PROCESS FIELD AND SHOP WELDING SHALL BE PERFORMED BY AWS /WABO CERTIFIED WELDERS. EPDXY EMBEDMENTS: NILTI NY -150 OR APPROVED EQUAL SHALL BE USED WHERE EPDXY GROUT 15 SPECIFIED. MANUFACTURER'S RECOMMENDATIONS AND ICBO No. ER -5193 SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL GROUTED BOLTS AND REINFORCING BARS. MASONRY INSTALLATION: INSTALLATION SHALL BE IN GROUTED CELLS ONLY. IF EMBEDMENT MUST BE PROVIDED IN AN UNGROUTED CELL, NEW GROUT SHALL BE ADDED AT THAT CELL EXTENDING TO THE HORIZONTAL BOND BEAM BELOW. ONE EPDXY EMBEDDED ITEM ONLY PER GROUTED CELL IS ALLOWED AND NO EMBEDDED ITEMS ARE ALLOWED WITHIN 12" OF A FREE EDGE. POWDER ACTUATED FASTENERS: POWDER ACTUATED FASTENERS (PAF) SPECIFIED ON THE PLANS, SHALL BE NILTI X -DNI 0.145" DIA. OR APPROVED EQUAL U.N.O. MANUFACTURER'S RECOMMENDATIONS AND ICBO NO. ER -2388 SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL PAPS. FULL PENETRATION OF THE SHAFT IS REQUIRED WHEN EMBEDDED INTO STEEL. A MIN. SPACING BETWEEN PAF OF I -1/2" AND MIN. EDGE DISTANCE OF 1/2" U.N.O. ON PLANS. WASHERS ARE REQUIRED WHEN PAF ARE USED WITH WOOD MEMBERS. FOOTING AND FOUNDATION LOADING: SOILS REPORT: ALLOWABLE SOIL BEARING PRESSURE: 3000 PSF REINFORCING STEEL: WELDING REQUIREMENTS: STANDARDS FOR WELDING OF REINFORCING BARS: ANSI /AWS DI.4 -97. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT 15 PERFORMED. THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALYSIS 51-IALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55. REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. STEEL STUDS AND JOISTS: GENERAL REQUIREMENTS: STEEL STUD MANUFACTURERS ASSOCIATION, LATEST JOISTS SPECIFIED. DEPTH, GAUGE, AND SECTION PROPERTIES OF STEEL OF THE SECTIONS SPECIFIED. JOISTS SHALL BE LOCATED DIRECTLY OVER STUDS, TYPICAL. NO SPLICES ARE PERMITTED IN STUDS. ALL SECTIONS SHALL BE FORMED FROM STEEL THAT 68 It 54 MIL. THICKNESS (GAGES 14 4 16) KSI 43, 33 27 MIL. THICKNESS (GAGES 18, 20 4 22) KSI. SPECIFIC SPECIAL INSPECTIONS REQUIRED: ALL EPDXY GROUTING OF BOLTS OR REINFORCING BARS. ALL FIELD WELDING EDITION SHALL GOVERN FOR ALL STEEL STUDS STUDS AND JOISTS SHALL MEET OR EXCEED THOSE G -60 GALVANIZED COATING PER ASTM A653 IS REQUIRED FOR ALL STEEL STUDS AND JOISTS ALL SCREWS SHALL BE SELF - TAPPING / SELF - DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY NILTI KWIK -FLEX (ICBO#4780) OR APPROVED EQUAL. THE MINIMUM SCREW SIZE TO BE #8 -18 ( #2 POINT) OR #10 -I6 ( #2 POINT) FOR 54 MIL (16 GA) OR LESS AND #10 -16 ( #3 POINT) OR #12 -14 ( #2 OR #3 POINT) FOR MATERIAL HEAVIER THAN 54 MIL (16 GA) U.N.O. ON THE DRAWINGS. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING TO METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL U.N.O. SCREWS SHALL NAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER TO CENTER SPACINGS OF 1/2 INCH. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTNERS RESISTANCE TO HYDROGEN EMBRITTLEMENT. ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. STUDS SHALL BE INSTALLED 114 A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ARE POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. PROVIDE WALL BRIDGING AT 48" 0/C PER MANUFACTURER'S SPECIFICATIONS WHERE WALL IS NOT SHEATHED CONTINUOUSLY ON BOTH SIDES AND AS SHOWN IN DRAWINGS. CORRESPONDS TO THE FOLLOWING REQUIREMENTS: ASTM A -466 GRADE D, YIELD 50 ASTM A -446 GRADE A YIELD 33 ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME THICKNESS AS THE STUDS OR JOISTS TO WHICH THEY ARE ATTACHED, U.N.O. METAL STUD DESIGNATION 15 THUS: "600" - MEMBER DEPTH IN 1 /100 INCH (6 ") "5" -STYLE OF MEMBER (5 = STUD /JOIST, T = TRACK, U = CHANNEL, F = FURRING CHANNEL) "162" - MEMBER FLANGE WIDTH IN 1 /100 INCH (1.625" = I -5/8 ") "54" - MINIMUM STEEL THICKNESS IN MILS (54 MILS. = 0.054 ", OLD DESIGNATION OF 16 GA.) SPECIAL INSPECTIONS: GENERAL REQUIREMENTS: ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 20% IBC, CHAPTER 17. ALL INSPECTIONS AS REQUIRED BY SECTION IN OF THE 20% INTERNATIONAL BUILDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND /OR THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO TINE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. REQUIREMENTS OF THE SPECIAL INSPECTOR: THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WASHINGTON LICENSED CIVIL ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC. DISCLAIMER: THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO T1-115 PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT WRITTEN APPROVAL OF ARMOUR UNSDERFER ENGINEERING. IT 15 OUR INTENT THAT THIS DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY. NO OTHER WARRANTY IS PROVIDED OR IMPLIED. UNISTRUT FRAMING NOTES STRUCTURAL DESIGN LOADS I) VENDOR'S DESIGN SHALL COMPLY WITH ALL PROVISIONS OF THE PREVAILING BUILDING CODE AS INDICATED ON SHEET 50.1 2) DESIGN DATA TABLE STOREFRONT DEAD LOAD: 3 PSF + STAINLESS STEEL PANEL + UNISTRUT SELF WEIGHT. ASSEMBLY WEIGHT SHALL NOT EXCEED 240 PLF. LIVE LOAD: 10 PSF OR 200# (MIN) AT LOGO ACCESS POINT. SEISMIC LOAD: REF DESIGN LOADS ON SHEET 50.1 3) VENDOR SHALL DESIGN THE UNISTRUT FRAMING SYSTEM 50 IT IS CAPABLE OF TRANSFERRING ALL LATERAL AND GRAVITY LOADS TO SUPPORT POINTS AS PROVIDED IN THE CONSTRUCTION DOCUMENTS. 4) VENDOR SHALL VERIFY THE FINAL DESIGN OF THE UNISTRUT WALL PANEL ASSEMBLYS AT THE SIDES AND REAR OF THE STORE DOES NOT EXCEED 135 PLF. ASSEMBLY IS ASSUMED TO INCLUDE THE STAINLESS STEEL PANELS, UNISTRUT SUPPORT FRAMING, ATTACHED FIXTURES, LIGHT BOXES, AND SIGNAGE. 5) STEEL BEAMS AT THE STOREFRONT ARE DESIGN TO DEFLECT A MAXIMUM OF 0.52" OVER THE WIDTH OF THE STOREFRONT TO ACCOMMODATE STAINLESS STEEL PANEL TOLERANCES. CONSTRUCTION AND SAFETY I) ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE STRUCTURE UNTIL PERMANENT BRACING 15 INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 2) THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR. 3) THE ERECTOR SHALL BE SOLEY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 4) CONTRACTOR SHALL VERIFY THAT DURING CONSTRUCTION THE STAINLESS STEEL PANELS AND INISTRUT FRAMING ARE TRANSPORTED AND STORED IN A MANNER THAT DOES NOT EXCEED THE MALLS DESIGN LIVE LOAD AS INDICATED ON SHEET 51.1 UNISTRUT FRAMING I) ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISI "COLD FORMED STEEL DESIGN MANUAL ", THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, OR THE ALUMINUM ASSOCIATION, INC. "SPECIFICATION FOR ALUMINUM STRUCTURES" WHICH EVER IS APPLICABLE. 2) WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS DI.I DI.3). 3) UNISTRUT FRAME SHALL BE ANCHORED TO THE SLAB USING NILTI -KWIK BOLT 3 OR APPROVED EQUAL AS SHOWN ON THE CONSTRUCTION DOCUMENTS. SUBSTITUTIONS SHALL BE INDICATED ON THE SHOP DRAWINGS AS SUCH, AND APPROVAL REQUESTED. 4) ALL STRUT SYSTEM COMPONENTS SHALL NAVE, WHEN REQUIRED BY LOCAL CODES, ICBO, AND OR LARR APPROVAL. 5) MATERIALS: A) ALL CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADE STEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 1011 GR33, A653 GR33. B) ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS; A575, A576, A36, OR A635. C) ALL STRUT SYSTEM COMPONENTS SHALL BE AS MANUFACTURED BY UNISTRUT CORPORATION OR APPROVED EQUALS. ANY PROPOSED SUBSTITUTIONS SHALL CONFORM TO THE ABOVE STANDARDS AND TESTING REQUIREMENTS. SUBSTITUTIONS SHALL BE INDICATED ON THE SHOP DRAWINGS AS SUCH, AND APPROVAL REQUESTED. 6) SHOP DRAWINGS AND DESIGN CALCULATIONS, SHOWING CRITICAL DIMENSIONS FOR PLACEMENT AND DESIGN LOADS, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW 10 DAYS PRIOR TO DEFERRED SUBMITTAL DATE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED BY AN ENGINEER LICENSED IN THE PROJECT STATE. 7) VENDOR SHALL REFERENCE THE ARCHITECTURAL DRAWINGS FOR SPECIFIC STRUT FRAME CONFIGURATION, SIZES, DIMENSIONS, ETC. 1/8 (E) OWL NWN PER MECH 3/4 "? THRD'D ROD TACK WELD NUTS 50.1 CURB AND CONNECTION PER ARCHITECTURAL. PROVIDE BLOCKING IN DECK VALLEY AS REQUIRED. EXISTING METAL DECK PER PLAN ANGLE PER DET 2/5 -001 50.1 L3x3x1 /4 • DRIP PAN PER MECH 1-INI-1 PLATFORM (NON-SEISMIC) INSERT 1/4" SPACER PL BETWEEN ANGLES A L2 1/2" X 2 I /2" X 1/4 L3" X 3" X 1/4" TOP AND BOTTOM L 2 1/2" X 2 I/2" X 1/4" STRUT INSTALL BELOW CURB AS SHOWN FOR OFFSET PANEL POINT LOADS. ANGLE STRUT NOT REQUIRED IF CURB LANDS AT PANEL PT. EXISTING JOIST PER PLAN METAL ROOF DECK PER PLAN L3" X 3" X 1/4" TOP AND BOTTOM VIEW A -A MECHANICAL UNIT PER PLAN 3/16 3/16 NUTS IN NIGH FLUTED AREA OF DECKING NOTE: SEE 8/53.1 FOR CURB ATTACHMENT TO ROOF STRUCTURE SCALE: 3/4" =1' -0 SECTION A -A JOIST REINFORCEMENT AT CURB • • I I/2" 1/2" 1/8 1/8 L2 1/2" X 2 1/2" X 1/4" I /2" I I/2" JOIST PER PLAN MC 8x18.5 FLAT EACH SIDE ROOF OPENING REINFORCEMENT TYP AT ALL NEW ANGLES 1/8 \ 11/2 1/8 V 11/2 SCALE: 3/4 " =1' -0" TYPICAL FOR ANGLES TO TRUSS CHORD NOTE: BLDG. ENGINEER OF RECORD TO VERIFY ROOF CAPACITY FOR NEN MECHANICAL UNIT SCALE: 3/8 " =1' -0" 501 ROOF OPENING REINFORCEMENT CONDITION AT ANGLE L6x6x5/16 TYP @ FLR OPNG 3 (E) NJ TO REMAIN NEW OPENING PER MECH ANGLE TO I/8" V 1 1/2" TOP CHORD L4x4x1 /4 BETWEEN EXISTING OPEN -WEB JOIST 5' -6" MAX CURB AND ATTACHMENT ABOVE BY OTHER (2) 5/8" DIA STAINLESS STEEL THRU BOLTS @ EACH SIDE (8 TOTAL) MIN BOLT SPACING 6" BLOCKING IN DECK VALLEY BEYOND (E) METAL DECK PER PLAN L 3 "x3 "x1 /4" 2 "x2 "x1 /4" PLATE WASHER, TYP 1/4 NEW OPENING PER ARCH 4' -0" MAX L3" X 3" X 1/4" COPE AS REQUIRED 3/16" 3/16" LEGS OF ANGLE MUST OVERLAP il SECTION A -A COPING DETAIL EXISTING METAL DECK PER PLAN `EXISTING JOISTS PER PLAN f SCALE: 3/4 =1 -0" (E) JOIST PER PLAN CONDITION AT (E) TRUSS ATTACHMENT OF CURB TO ROOF SCALE: 3/4 " =1' -0" ,EXISTING METAL DECK PER PLAN EXISTING BEAM PER PLAN (12FLOOR OPENING REINEORCEMENT K so . i SCALE 3/4' -P —tl REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION 0 Apple Inc. it 1 Infinite Loop MS: 52—RD Cupertino, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON CALLISON www.callison.com c n= 2/23 9 1 ARMOUR UNSDERFER ENGINEER I NC 13456 27TH PLACE, SUITE 200 BELLEVUE, WA '18005 425 614 -0'14'1 / INFO@AU- ENG.COM JOB NO: 8097 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET COPYRIGHT ® 2008 CALLISON PROJECT NO. 207051.53 DRAWING PERMIT_06 /09/08 DATE 06/09/08 RECEIVED CITY OF I UK MLA JUN 1 1 NM PERMIT CENTER DRAWING TITLE GENERAL NOTES & DETAILS DRAWING NO. S0.1 (E) W COL, HMI (E) W COL 1 i T —5 —5 P 5— — T PLAN NORTH SCALE: r T 5- rt, T T PARTIAL FLOOR FRA \/ G T rL PLA T s- 1 T 1• i 1/4 " =1' -0" T T T (E) q 1/2" STRUCT. SLAB T T 1 rt, (E) W COL BRACING PER MFR BRACING PER T MFR NOTE: SEE 5/3.1 FOR ROLLING STORAGE TRACK ANCHOR. (E) W COL 5- - .l. rl, rL 1 101 MGB NOTE: THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR TO MODIFICATION. MGA 4" X 4" X 1/4" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION__. NOTE: ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 0 Apple Inc. I" 1 Infinite Loop MS: 52 —RD Cupertino, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON CALLISON www.callison.com ARMOUR UNSDERFER ENGINEERING, INC 13456 27TH PLACE, SUITE 200 BELLEVUE, WA '18005 425 614 -094q / INFO@AU- ENG.COM JOB N0: 80'17 EXPIRES 2/23/1 ' , Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET PROJECT NO. 207051.53 DRAWING SET P E R M I T_06 /09/08 DRAWING PARTIAL FLOOR FRAMING PLAN DRAWING NO. COPYRIGHT © 2008 CALLISON S2.1 RECEIVED DATE 06/09/08 CITY OF TUKWTLA JUN 1.1 2008 PERMIT CENTER E I2BI4 (E) 16115 (E) 16H5 (E) 16145 (E) I6115 (E) 16115 (E) 16115 (E) 12514 (E) 16115 (E) W COL, t E W COL 11WF1 (E) W COL, 3 SSI w • N w (E) 16115 (E) 16H5 11WH PER MECI'L 11ANG PER 3/50.1 (E) I61-15 (E) 16115 (E) 16H5 (E) 16115 (E) 12514i (E) 16115 5- 5- T -5 (E) 16115 T (E)WCL PLAN NORTH SCALE: (E) W CCL, Ca w T T PARTAL ROOF ERAf (E) 16H5 (E) 161.15 (E) I6H5 (E) 16115 (E) 161-15 (E) 16115 (E) I61-15 T (E) 12514 G (E) 16115 T PLA (E) W COL, (E) W COL, (E) METAL DECK N w T • 1/4"=1 T T (E) 161-15 (E) 16115 (E) 16115 (E) I6115 (E) 16115 (E) 16115 (E) 16115 (E) ISWF50 (E) I6I-15 T MGD (E) W COL T (E) W COL, Co) N CO w N • ca w BRACING PER T BRACING PER E 12B14 b.3: (E) 16115 (E) 121314 (E) 16115 (E) 161-15 MFR (E) I61-15 T (E) 12514 (E) 161-15 (E) W COL, BACK OF ENTRY SOFFIT OPP L4 " X4 "X1 /4' T E W COL 10 54.1 5 W w — a W 321 MGB NOTE= THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR TO MODIFICATION. MGA 54.1 10 5 53.1 7 53.1 (E) 16115 fl55 I2 "ik 4" X 1/4" (E) 16145 , I LINE OF LEASE (E) 161-15 ,� — LINE OF CEILING (E) @ SIGN (E) I6115 E 16115 5 53.1 (E) BM 1155712" ( 4" X 1/4" (E) 16H5 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2000 City Of Tukwila BUILDING QIVISIOR RECEIVED CITY OF TUKWILA JUL 10 /NO PERMIT CENTER NOTE: ALL DIMENSIONS S1101A1N ON T11ESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 0 Apple Inc. I" 1 Infinite Loop MS: 52 —RD Cupertino, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON CALLISON www.callison.com 1 EXPIRES: 2 -23 -09 1 ARMOUR UNSDERFER ENGINEERING, INC 13456 27T1-1 PLACE, SUITE 200 BELLEVUE, WA 98005 425 6I4 -0949 / INFO@AU— ENG.00M JOB NO: 8097 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET PERMIT REVISION DRAWING NO. COPYRIGHT @ 2008 CALLISON PROJECT NO. 207051.53 DATE 06/09/08 07/08/08 DRAWINGSEr GENERAL INFORMATION DRAWING TULE PARTIAL ROOF FRAMING PLAN S2.2 L3" X 3" X 1/4" X 0' -3" (1) 1/2 4 A325 BOLT AND UNISTRUT P4010T CHANNEL NUT 1) CONTRACTOR SHALL VERIFY SLAB THICKNESS IS A MINIMUM OF 4 ". IF THICKNESS IS LESS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IMMEDIATELY. 2) INSTALL KWIK BOLT 3 PER MANUFACTURER'S RECOMMENDATION. 3) CONTRACTOR SHALL VERIFY LOCATION OF ALL EXPANSION AND CONSTRUCTION JOINTS IN THE SLAB PRIOR TO INSTALLATING ANCHOR BOLTS. BOLTS SHALL BE INSTALLED A MIN OF 3" AWAY FROM JOINTS. I") 1 -IILTI KWIK BOLT iii 24" O.C. ALTERNATE SIDE OF TRACK ON WHICH BOLT IS MOUNTED. BOLT TO BE 3" MIN FROM ANY CONSTRUCTION JOINT 1 UNISTRUT FRAMING t STOREFRONT SYSTEM BY OTHERS REVIEWED FOR - CODE COMPLIANCE APPROVED JUL 21 2008 RECEIVED CITY OF TUKWILA JUL 10'LOW PERMrr CENTER DRAWING NO. 1 Apple Inc. I" 1 Infinite Loop MS: 52 —RD Cupertino, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com 1 EXPIRES: 2 -23 -09 CALLISON ISSUED / REVISED PERMIT SET PERMIT REVISION ARMOUR UNSDERFER ENGINEERING, INC 13456 27T1-I PLACE, SUITE 200 BELLEVUE, WA 18005 425 6I4 -0141 / INFO@AU- ENG.COM JOB NO: 8097 PROJECT NO. 207051.53 DRAWING TITLE SECTION DETAILS S3.1 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON DATE 06/09/08 07/08/08 DRAWING SET GENERAL INFORMATION 54.1 EXISTING TRUSS PER PLAN- 54.1 1 UNISTRUT BRACE STAINLESS STEEL AND UNSTRUT PANEL SYSTEM PER MANUFACTURER EXISTING SLAB ON GRADE +B KING STUDS PER 5/5 -002 EXISTING DEMISING WALL EQUAL BRACE DETAIL (I) JAMB STUD, TYP. 30° MIN, 60' MAX 45° OPTIMAL UNISTRUT BRACE. IF LENGTH LESS THAN 9' -0 ", USE PI000. OTHERWISE USE PI001 (10' MAX) 4 ,4 411E 54 MIL. TRACK @ BEARING WITH 1110 SCREWS TO STUD E.S. EQUAL 1/24) THRU BOLT WITH 1/4" X 2" X 2" PL WASHER SECTION A -A CONT. 43 MIL.xI.25" FLANGE TRACK TO MATCH STUD WIDTH W/ # 10 SCREWS @ 8" O.C. (2) 6005162 -43 CONTINUOUS 54 MIL X 2" FLANGE TRACK TO MATCH STUD WIDTH 2 "1 54 MIL. x 2 x 0-3" LONG CLIP WTIN (3) It 10 SCREWS TO BOX BEAM AND KING STUD, TYP. TOP AND BOTTOM EQUAL 1 SECTION A -A SECTION B -B n 30' MIN, 60° MAX 45° OPTIMAL ( ITYPICAL PANEL BRACE ELEVATION UNISTRUT BRACE. IF LENGTH LESS THAN 9' -0 ", USE PI000. OTHERWISE USE PI001 (10' MAX) MIN Ma 1111 1111 TOP OF PANEL: 12' -6" UNISTRUT P2283 -P2267 ANGLE WITH (4) 1 "0 BOLTS AND UNISTRUT PI008T CHANNEL NUT STAINLESS STEEL AND UNSTRUT PANEL SYSTEM PER MANUFACTURER SCALE: 3 =I' -0" EXISTING METAL DECKING OR METAL DECKING WITH CONCRETE TOPPING UNISTRUT P2263 -P2267 ANGLE WITH (4) 1/2" P BOLTS AND UNISTRUT PIOIOT CHANNEL NUT BRACE PERPENDICULAR TO TRUSS UNISTRUT PI000 SCALE: 1 I/2" =1' -0" HEADER TO KING STUD AT SIGN SCALE: NTS TYP #l0 E.S. TO EACH STUD EXISTING METAL DECK WITH CONCRETE TOPPING OR EXISTING METAL DECK AS IT OCCURS PER PLAN TOP OF PANEL: 12' -6" #10 SCREWS @ 12" 0.C. E.S. 1-11 t LOW BEAM , SAME LINE G., BRACE DETAIL #10 SCREWS @ 6" O.C. TO BLOCKING. CONT. TRACK BLKG. @ 4' -0" O.C. FIT TIGHT BETWEEN STUDS MTL. WALL STUD CONT. CS22 FLAT STRAP OVER BLKG. AS SHOWN SHEATHING PER ARCH. OR PER DETAIL WHERE IT OCCURS SECTION A -A UNISTRUT BRACE. IF LENGTH LESS THAN q-0 ', USE PI000. OTHERWISE USE P1001 (10' MAX) PLAN VIEW A -A (E) SLAB UNISTRUT BRACE FINAL ASSEMBLY /SEE PLAN BEAM PER PLAN TYP SIN STAINLESS STEEL AND UNSTRUT PANEL SYSTEM PER MANUFACTURER 5 54.1 7 54.1 UNISTRUT P2283 -P2267 ANGLE WITH (4) 1 BOLTS AND UNISTRUT PI008T CHANNEL NUT CONN PER 8/54.1 COLUMN PER PLAN BEAM CONNECTIONS SECTION B -B STAINLESS STEEL AND UNSTRUT PANEL SYSTEM PER MANUFACTURER .. ....... .....<aa...�. ° ..............� \ SCALE: I /4 " =I' -0" TO OF PANEL: I2' -6" STAINLESS STEEL AND UNSTRUT PANEL SYSTEM PER MANUFACTURER SCALE: 3" =I -0" MiMMIM A UNISTRUT BRACE TOP OF PANEL: I2' -6" 30° MIN, 60' MAX 45* OPTIMAL TYPICAL WALL BLOCKING /BRACING SCALE: N.T.S. #10 SCREWS PL PER 8/54.1 54.1 1/4' EXISTING TRUSS PER PLAN ANGLE PER PLAN SKEW TO NEAREST JOIST AND ATTACH PER SECTION A -A 30° MIN, 60° MAX 45° OPTIMAL UNISTRUT P294I WITH (2) I/2 4 HILTI KWIK BOLT iii EMBED 2 I /4" LEVELING GROUT PER ARCH EXISTING SLAB ON GRADE LEVELING GROUT PER ARCH EXISTING METAL DECKING OR METAL DECKING WITH CONCRETE TOPPING UNISTRUT BRACE. IF LENGTH LESS THAN 9' -0 ", USE PI000. OTHERWISE USE PI001 (10' MAX) BRACE PARALLEL TO TRUSS (E) SLAB UNISTRUT P2263 -P2267 ANGLE WITH (4) I/2 4 BOLTS AND UNISTRUT PIOIOT CHANNEL NUT UNISTRUT FRAMING PER MANUFACTURER (2) I/2 4 HILTI KWIK BOLT iii. EMBED 2 1/4" UNISTRUT FRAMING PER MANUFACTURER (2) 1/24 HILTI KWIK BOLT iii. EMBED 2 1/4" ANCHORAGE AT SLAB ON GRADE 4" MAX BRACING PER PLAN SECTION A -A CONN AT TOP OF ANGLE L4" X 4" X I/4" SCALE: 1 I /2 =I' -0" EXISTING METAL DECK 1/4 EXISTING TRUSS PER PLAN SCALE: 3/4 " =1' -0" EXISTING TRUSS PER PLAN 1" PL WITH (4) 5/8" O HILT' KWIK BOLT iii 3 1/2" EMBED I I/2" SECTION A -A BASE PLATE DETAIL CENTER COLUMN ON PLATE 1/2 4 THRU BOLT WITH 1/4" X 2" X 2" PL WASHER SECTION A -A BRACE NOT SHOWN BM PER PLAN COLUMN PER PLAN EXISTING METAL DECKING OR METAL DECKING WITH CONCRETE TOPPING 1- -1 L L4" X 4" X 3/8" X 8" CLIP BEAM/COLUMN CONNECTION SCALE: 1 1/2 " =1' -0" BM PER PLAN SCALE: 3/4" =I' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 200 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2000 PERMIT CENTER ISSUED / REVISED PERMIT SET PERMIT REVISION PROJECT NO. 207051.53 DRAWING NO. 1 Apple Inc. li 1 Infinite Loop MS: 52 —RD Cupertino, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON CALLISON www.callison.com EXPIRES: 2-23--09 1 DRAWING TITLE FRAMING DETAILS S4.1 ARMOUR UNSDERFER ENGINEERING, INC 13456 27TH PLACE, SUITE 200 BELLEVUE, WA 68005 425 614 -094q / INFO@AU- ENG.COM JOB NO: 8097 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON DATE 06/09/08 07/08/08 DRAWING SET GENERAL INFORMATION UPDATE NO. DATE UPDATE NO. DATE UPDATE NO. DATE REV. 1 12/15/06 NOT USED 5002.07 SQ. FT. 0 A REV. 2 02/23/07 APPLE INFILL FINISH REV. 3 09/28/07 MOBILE SHELVING • • • STAINLESS STEEL PANELS - INTERIOR WALL -8 • • UNISTRUT - • • • STAINLESS STEEL PANELS - STOREFRONT 1 • • PLUMBING FIXTURES 1 • • STRUCTURAL STEEL AREA SQUARE FOOTAGE SALES AREA 3240.25 SQ. FT. BOH 1551.12 SQ. FT. GENIUS ROOM 210.70 SQ. FT. NOT USED 5002.07 SQ. FT. V) CD Q cr 0 a 0 z FURNISHED BY REVIEWED BY DESCRIPTION GC OC SC 0 A APPLE INFILL FINISH - MOBILE SHELVING • • • STAINLESS STEEL PANELS - INTERIOR WALL -8 • • UNISTRUT - • • • STAINLESS STEEL PANELS - STOREFRONT 1 • • PLUMBING FIXTURES 1 • • STRUCTURAL STEEL 1- 2 • • NEWMAT CEILING (BY GFE) 1 - 2 • • • STOREFRONT WINDOW SYSTEM 2 • • ROLLING GRILLS • • FIRE SPRINKLER • • FIRE ALARM • • HVAC EQUIPMENT • • ELECTRICAL PANELS • • • SIGNAGE • • DOOR HARDWARE • . DOORS AND FRAMES • • MILLWORK AND SHELVING - BOH • • MILLWORK AND SHELVING - BOH • • • FETZER • GROUT SUBMITTAL • STONE SUBMITTAL 1. FIRE SPRINKLER SYSTEM 2. SIGNAGE 3. UNISTRUT FRAMING 4. STOREFRONT STRETCH CEILING SYSTEM ASTM E 84 - 98. FLAME SPREAD INDEX = 10. SMOKE DEVELOPED INDEX = 135. CEILING PANEL SYSTEM PVC CEILING MEMBRANE WITHIN STRETCHED CEILING SYSTEM. ASTM E 84 - UNDER THE HILL BURTON ACT. FLAME SPREAD INDEX = 5, SMOKE DEVELOPED INDEX = 170. GYPSUM BOARD 5/8" TYPE "X" GYP. BOARD - ASTM E - 84 UNDER THE HILL - BURTON ACT. FLAME SPREAD RATE = 15, FUEL CONTRIBUTION 15, AND SMOKE DENSITY = 0. PAINT FINISH ON WALLS AND OTHER SURFACES - ASTM E - 84 UNDER THE HILL-BURTON ACT. FLAME SPREAD = 15, FUEL CONTRIBUTION = 15, SMOKE DENSITY = 0. PLASTIC LAMINATE ASTM E - 84. FLAME SPREAD = 100, SMOKE RATING = 35 MATERIAL FLAME SPREAD RATING ADDRESS: PROPOSED USE: EXISTING USE: FIRE PROTECTION: SPRINKLERED: REQUIRED EXITS: MAXIMUM TRAVEL DISTANCE: TOILET ROOMS: OCCUPANCY: APPLE R106 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 SPACE *: . 548 TENANT OCCUPANCY: GROUP M CONSTRUCTION TYPE: TYPE II -B UNPROTECTED, NON COMBUSTIBLE, FULLY SPRINKLERED OCCUPANCY / USE: MERCANTILE APPLICABLE CODES: BUILDING CODE: INTERNATIONAL BUILDING CODE (2006 W/AMENDMENTS); WASHINGTON STATE BUILDING CODE (2006) PLUMBING CODE: UNIFORM PLUMBING CODE (AND STANDARDS) (2006) MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (2006) ELECTRICAL CODE: NEC (NFPA 70) (2005) FIRE / LIFE SAFETY CODE: INTERNATIONAL FIRE CODE (2006 W/ AMENDMENTS) OTHER: WASHINGTON STATE ENERGY CODE (2006) IBC APPENDIX E, SUPP. ACCESS. REQUIREMENTS ICC /ANSI117.1 -2003 INTERNATIONAL FUEL GAS CODE: CH. 51 - 52 -21000 WASHINGTON STATE VENTILATION AND IAQ CODE RETAIL RETAIL DEMISING WALL 1 HR SALES / NON SALES WALL N/A CEILING N/A COLUMNS 1 HR YES 2 (PER IBC SECTION 1014.1, TABLE 1014.1) 200' W /OUT SPRINKLERS, 250' WITH NUMBER REQUIRED 2 PUBLIC ACCESS NO DRINKING FOUNTAINS 1 AREA SQUARE OCCUPANCY TOTAL FOOTAGE LOAD FACTOR OCCUPANCY SALES AREA 3240.25 SQ. FT. 1 OCC. 1 30 SQ. FT. 108 OCC. STOCKROOM 476.73 SQ. FT. 1 OCC. / 300 SQ. FT. 2 OCC. OFFICE 772.29 SQ. FT. 1 OCC. / 100 SQ. FT. 8 OCC. ACCESSORY 508.62 SQ. FT. - - SUBTOTAL 4997.89 SQ. FT. 118 OCC. SPACE NOT USED 489.71 SQ. FT. TOTAL 5487.60 SQ. FT. 118 OCC. =L.O.D. = X SQ. FT. SITE MAP Mlnkler' I S- ��eth_s COPYyd❑ d ° (P)huea �zm6 tr46 onco,cratwn and* q,644 { pl em r {W qMS reserved. NAVIES! and NAVrEQ• ON BOAR() aretrademads of N/NWE 20 Fortiodi Tee Alas NO An.n a Inc. l g z �ened As and Tele Alas North Arne a P are Nad aks 4Te Alas. NAYfEQ,; LOCATION MAP VICINITY MAP NORDSTROM CLIENT APPLE INC. 1 INFINITE LOOP, MS: 52 -RD CUPERTINO, CA 95014 TEL: 408.974.2086 FAX: 408.974.7335 CONTACT: SAM LIN EMAIL: SAM.LIN @APPLE.COM ARCHITECT CALLISON 1420 FIFTH AVENUE *2400 SEATTLE, WA 98101 TEL: 206.623.4646 FAX: 206.623.4625 CONTACT: KURT MEYER EMAIL: KMEYER@CALLISON.COM GENERAL CONTRACTOR SHAWMUT DESIGN & CONSTRUCTION 560 HARRISON AVENUE BOSTON, MA 02118 TEL: 617.622.7000 FAX: 617.622.7001 CONTACT: MATTHEW HAVERTY EMAIL: MHAVERTY @SHAWMUT.COM LANDLORD / OWNER REP. WESTFIELD, LLC 11601 WILSHIRE BLVD, 14TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 893 -4761 FAX: N/A CONTACT: JOSHUA KIMMEL EMAIL: JKIMMEL @US.WESTFIELD.COM STRUCTURAL ENGINEER ARMOUR UNSDERFER ENGINEERING, LLC 13456 SE 27TH PLACE SUITE *200 BELLEVUE, WA 98005 TEL: 425.614.0949 FAX: 425.614.0950 CONTACT: BRIAN UNSDERFER EMAIL: BRIANU @AU- ENG.COM LIGHTING CONSULTANT ISP DESIGN INC. 9245 SOUTHWEST 158TH LANE *202 MIAMI, FL 33157 TEL: 305.278.1565 FAX: 305.255.7541 CONTACT: SYLVIA BISTRONG EMAIL: ISPDESIGN@EARTHLINK.NET - LOCATION OF STORE MECHANICAL, ELECTRICAL AND PLUMBING ENGINEER SCHNACKEL ENGINEERS, INC. 3035 SOUTH 72ND ST. OMAHA, NE 68124 -3583 TEL: 402.391.7680 FAX: 402.391.7488 CONTACT: MIKE ANDERSON EMAIL: MANDERSON@SCHNACKEL.COM THIS SET OF DRAWINGS WAS ORIGINATED USING APPLE VC2 PROTOTYPE 1 BULLETIN UPDATE SCHEDULE FOR APPLE INTERNAL USE ONLY DEFERRED SUBMITTALS SC = SELECT CONTRACTOR GC = GENERAL CONTRACTOR OC = OWNER CONTRACTOR 0 = OWNER A = ARCHITECT NOTE: CONTRACTOR TO REVIEW ALL SUBMITTALS / SHOP DRAWINGS AND SUPPLY SAMPLES OF CERAMIC TILE AND VCT FOR REVIEW. SUBMITTAL SCHEDULE GENERAL DEMOLITION CONSTRUCTION BARRICADE CONSTRUCTION BARRICADE GRAPHICS TEMPORARY UTILITIES TEMPORARY TELEPHONE & FAX TEMPORARY LIGHTING PERMITS & APPROVAL SHOP DRAWINGS BOH CEILING PARTITIONS FINISH FLOOR / BASE PAINT CONC. FLOOR SLAB CONC. CUTTING DEMISING WALL STUDS DEMISING WALL GYP. BD. FURRED WALLS / BLOCKING INTERIOR DOORS / HARDWARE (NON SS) LIGHTING / STONE TILE / SECURITY DEVICES GENERAL SIGNAGE SECURITY DEVICES (MOTION DETECTOR, CAMERAS DOOR KEY PADS DETEX INTERIOR SIGNAGE INTERIOR METAL PANELS ENTRY / STOREFRONT STOREFRONT SYSTEM AND GLAZING STOREFRONT STRUCTURE ENTRANCE DOORS HARDWARE MISC. INFILL AS REQUIRED LOGO PANELS, INCL. ELECTR. FIN FLOORING (MALL SIDE OF GLAZING) STOREFRONT METAL PANEL SYSTEM DISPLAY TRACK ACCESS PLATFORM SHOPPER TRACK WALK OFF MAT SALES AREA FLOOR OUTLETS GRAPHICS WALL MOUNTED & HUNG GRAPHICS HARDWARE FURNISHINGS SS WALL & CEILING ELEMENTS GFE CEILING FREE STANDING FLOOR FIXTURES GENIUS LOGO GENIUS ROOM / vIANAGER SHELVING AND HARDWARE FURNISHING SAFE PLATFORM ABOVE CEILING (WHERE OCCURS) MILLWORK STOCKROOM FIXED OR MOBILE SHELVING STOCKROOM EQUIPMENT (LADDER, ETC.) RECEIVING / BREAK AREA LOCKERS REFRIGERATOR MICROWAVE MILLWORK & SHELVING PLATFORM ABOVE (WHERE OCCURS) SINK, FAUCET & ACCESSORIES RECEIVING AREA MILLWORK & SHELVING STANDARD CARE / SMALL BUSINESS MILLWORK SHELVING AND HARDWARE FURNISHINGS TOILET ROOMS ACCESSORIES WALL TILE (WHERE OCCURS) TILE FLOOR FIXTURES (SINK, TOILET, ETC.) HI -LO DRINKING FOUNTAIN 0 = OWNER BID ALTERNATIVE RESPONSIBILITY SCHEDULE FURNISHED BY INSTALLED BY OCLOCL RE • P• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FURNISHED BY INSTALLED BY OCLOCL REMARKS • • • • • • • • • • • • • • • • • • • • • • • • FURNISHED BY INSTALLED BY OCLOCL REMARKS • • • • • • • • • • • • • • • • OCLOCL REMARKS • • • • • • • • • • OC L OC L REMARKS • • • OCLOCL REMARKS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C = CONTRACTOR L = LANDLORD MARKS PER SPECS U.O.N. EXISTING TENANT SIDE ONLY G.C. TO COORDINATE GC TO COORDINATE WITH SECURITY CO. GC TO ROUGH - Pi, SUPPLY MC PULL WIRE U.N.O. UNLESS NOTED BY OWNER" DIGILOCK DEVICE OC L OC L REMARKS OCLOCL REMARKS NOTE: FOR HVAC / PLUMBING / ELECTRICAL / SECURITY RESPONSIBILITY SCHEDULE SEE MEP DRAWINGS. FOR FIXTURE AND FURNISHINGS SPECIFICATIONS, SEE SHEET A06.0. ALL ITEMS NOT NOTED ARE RESPONSIBILITY OF GENERAL CONTRACTOR. 1. GENERAL CONTRACTOR TO PROVIDE PRICE FOR ADDITIONAL SPRINKLERS ABOVE SALES AREA CEILING. PROJECT INFORMATION PROJECT TEAM T ARCHITECTURAL A -00.0 GENERAL INFORMATION A -00.1 ADA REQUIREMENTS A -UU.3 A -00.4 A -00.5 A- 00.5.1 A -00.6 A -00.7 A -00.2 GRAPHIC SYMBOLS, MATERIAL LEGENDS AND ABBREVIATIONS GENERAL NOTES DOOR / HARDWARE / FINISH SCHEDULES WALL TYPES WALL TYPES SIGNAGE SCHEDULE / DETAILS EGRESS PLAN EGRESS PLAN ICADE PLAN AND DETAILS A -03.0 A -04.0 A -05.0 A -06.0 A -07.0 A -07.1 A -07.2 A -08.0 A -08.1 A -08.2 A -09.0 A -09.1 A -09.2 A -09.3 A -10.0 A -10.1 A -10.2 A -10.3 A -11.0 A -11.1 A -11.2 A -11.3 A -11.4 A -11.6 A -11.7 A -12.0 A -12.1 A -12.2 A -12.3 A -12.4 A -12.5 STRUCTURAL 50.1 GENERAL NOTES & DETAILS S2.1 PARTIAL FLOOR FRAMING PLAN S2.2 PARTIAL ROOF FRAMING PLAN S3.1 SECTION DETAILS S4.1 FRAMING DETAILS MECHANICAL M1.0 MECHANICAL LEGEND, SCHEDULES & DETAILS M2.1 MECHANICAL PLAN PLUMBING P1.0 PLUMBING SCHEDULES P2.1 FIRE SPRINKLER HEAD LAYOUT P3.1 PLUMBING PLAN P3.3 PIPING ISOMETRIC DIAGRAMS P4.1 PLUMBING DETAILS ELECTRICAL E1.0 ELECTRICAL LEGEND AND ABBREVIATIONS E1.1 ELECTRICAL SCHEDULES E2.1 POWER SIGNAL AND TELECOM PLAN E3.1 LIGHTING PLAN R EVIEWED Rik CODE COMPLIANCE APPROVED JUL 21 08 f Tukwila SEE SPECIFICATIONS IN LIGHTING MANUAL FOR 'ENERGY CALCULAHONI DI VISION ------ NOTE: SEPARATE PERMIT REQUIRED FOR / 1 feahanic at Wg lectrical f ' mbing was Piping City of Tukwila 131111.DING DIVISION DRAWING INDEX H :\ Projects \Apple \Southcenter \caddapsct \Sheets \a psct_a- 000.sht AND MASTER GRID LAYOUT FIXTURE, FURNITURE & EQUIPMENT PLAN AND SCHEDULES POWER AND COMMUNICATIONS PLAN REFLECTED CEILING PLAN STOREFRONT ELEVATION SALES AREA ELEVATIONS - REAR WALL & INTERIOR STOREFRONT SALES AREA ELEVATIONS - SOUTH WALL SALES AREA ELEVATIONS - NORTH WALL ENLARGED PLAN & RCP AT STOREFRONT ENTRY ENLARGED PLAN AT STOREFRONT ENTRY SLIDING DOORS ENLARGED RCP AT STOREFRONT ENTRY SLIDING DOORS STOREFRONT SECTIONS STOREFRONT DETAILS STOREFRONT DETAILS - LOGO BOX UNIQUE DESIGN DETAILS ENLARGED REFLECTED CEILING PLAN CEILING DETAILS CEILING DETAILS CEILING DETAILS SALES AREA WALL SECTIONS SALES AREA - ENLARGED UNISTRUT PLANS SALES AREA - ENLARGED UNISTRUT PLANS SALES AREA - ENLARGED UNISTRUT PLANS SALES AREA - TYPICAL STAINLESS STEEL DETAILS LCD PANEL DETAILS @ GENIUS BAR SALES AREA - TYPICAL STAINLESS STEEL DETAILS ENLARGED PLANS - BOH AREAS ENLARGED PLAN - TOILET ROOM ENLARGED PLANS & DETAILS - GENIUS ROOM DETAILS - BOH AREAS DOOR /FLOOR DETAILS FLOOR DETAILS RECEIVED CITY OF TUKWILA JUL 10 2008 PERMIT CENTER 7/8/2008 FILE COPY Permit Na Plar review approval is subject to errors and dons. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fuld Copy and conditions is adcnowiedged: i Iv 7 .env --ri 1 B Date: - t 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. • 8:53:40 AM City of Tukwila BU ! .DINC DIVISION VS- CORRECTION LT R#_ Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISION PROJECT NO. 207051 .53 DRAWING SET DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com MARTIN rEE NI!!L STATE OF WASHINGTON - 1_ COPYRIGHT © 2008 CALLISON DATE 05/12/08 06/09/08 07/08/08 DRAWING TITLE GENERAL INFORMATION A00.0 DESCRIPTION URINAL LAVATORY TOILET TOILET TISSUE HOLDER GRAB BAR CLOTHES HOOK MIRROR SWITCHES NOTE: M OUNTING HEIGHT FROM FROM FINISHED FLOOR TO HIGHEST OPERABLE CONTROL SMOOTH HARD, NON - ABORBENT MATERIAL �� MAX 17" MIN H6L - ,,LL 1 12 ' MAX i _Th , Q NIW „61 12" 3' - 6" MIN. 1/2 " / 0 _ A MA)( RP x 4. SPAI " Q Co ME E 48" MAX J 3' - 3" TO �_ L�1 >< 3 -5 C R z z > - (NI Q A 'NIW „8t � Q '1101 ' L 'NIW . 2 0 , , — SP■CI I OW N l� I MIN. � z � � o z �� MIN in ■ l l ) i "' i� —2 -9 TELEPHONE PAPER TOWEL DISPENSER W/ WASTE SANITARY NAPKIN VENDOR COMBINATION TP /SEAT CVR. NAPKIN DSPSR. SOAP DISPENSER GRAB BAR @ TOILETS GRAB BAR ACCESSIBLE LAVATORY ACCESSIBLE URINAL 12" MAX. 6' 36" MIN. 1 1/2 +I 1 1/4 " -1 1/2 " MI RP x 4. SPAI " ME ,�'� X a 1 • x 4 SPA E A X Q > X I OW � o z _ °' NOTE: X < 48" TURN AROUND 90 TURNS AN OBSTRUCTION WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE CLEAR FLOOR SPACE CLEAR FLOOR SPACE PARALLEL APPROACH WHEELCHAIR CLEAR FLOOR SPACE AND REACH REQUIREMENTS 'T'-SHAPE 180 HIGH 8( LOW SIDE REACH LIMITS TURNS CLEAR WIDTH FOR TWO WHEELCHAIRS NOTE: X s 25 "; Z >_ 25" IF X < 20 ", Y = 48" MAX. IF X = 20" - 25 ", Y = 44" MAX. MAX. FORWARD REACH OVER AN OBSTRUCTION WHEELCHAIR TURNING DIAMETER MAX. SIDE REACH OVER AN OBSTRUCTION WHEELCHAIR REQUIREMENTS A. ELEVATION t PLAQUE /DOOR 6. B, D OR E ONLY AS REQUIRED IN CALIFORNIA MAX. NOTES: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED, CONTRASTING IN COLOR, AND HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1 :1 AND A STROKE WIDTH- TO-HEIGHT RATIO BETWEEN 1:5 AND 1 :10, AND RAISED 1/32" MIN. AND BE ACCOMPANIED BY BRAILLE RAISED LETTERING. WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL BE PROVIDED ON THE STRIKE SIDE OF THE DOOR. -SIGN IS TO BE CENTERED HORIZONTALLY ON DOOR SURFACE. - PLAQUE IS MOUNTED TO DOOR SURFACE W/ V16" 3M SCOTCH BRAND DOUBLE FACED FOAM TAPE, WHITE, OR APPROVED EQ. DOOR SIGN AT TOILET ROOMS (FOR USE IN CALIFORNIA ONLY) TITLE 24 D -6.3.2 1 D. WOMENS RESTROOM ALIGN -12" DIA. X 1f4" THK PLAQUE - PLAQUE IS PAINTED GRAY, FACE & EDGES, TO MATCH SAMPLES SUPPLIED BY APPLE. PAINT TO HAVE SATIN EGGSHELL FINISH - SYMBOLS ARE RAISED 1 1/16" THK WHITE ROMARK BRAND (MATERIAL), LASER CUT. -WOMAN FIGURE CENTERED ON PLAQUE t SYMBOL /PLAQUE BASE -12" DIA. X Y THK PLAQUE - PLAQUE IS PAINTED GRAY, FACE & EDGES, TO MATCH SAMPLES SUPPLIED BY APPLE. PAINT TO HAVE SATIN EGGSHELL FINISH -SYMBOLS ARE RAISED yt6 THK WHITE ROMARK BRAND (MATERIAL), LASER CUT. -MAN FIGURE CENTERED HORIZONTALLY ON PLAQUE E. MENS RESTROOM UNISEX RES ROO MIN. 6 "x 6 "x 1/4" FIELD WITH SYMBOLS. 5/8" HIGH MIN. TYPE RAISED 1/32" HELVETICA MEDIUM UPPERCASE LETTERS. MIN. 2 "x 6 "x 1/4" FIELD WITH TEXT AND GRADE 2 BRAILLE OF ABOVE TEXT. F. ELEVATION WALL MTD. SIGN @ TOILET ROOM WALL SURFACE ' THK ACRYLIC BASE PLAQUE PAINT GREY, FACE & RETURNS, TO MATCH SAMPLES SUPPLIED BY APPLE. PAINT TO HAVE SATIN EGGSHELL FINISH i6 THK, LASER CUT SYMBOLS, ROMARK (BRAND) MATERIAL G. SIDE ACCESSIBLE SIGNAGE Aiiiii011M gfllu ulllf ■■■■■■■■MI ■■ MI MI MAXIMUM SLOPE FINISH FLOOR CHANGES OF ELEVATION ALONG ACCESSIBLE ROUTE. lr ' rill 1 FINISH FLOOR DOOR DOOR FRAME BEYOND "SADDLE" TYPE THRESHOLD CARPET (WHERE OCCURS) - 1/4 " COMP. MAX. III THRESHOLD PARAMETERS THRESHOLD PARAMETERS NOTE: WHEN X <= 48" FLARED SIDES SLOPE = 1 :12 MAX. STREET 1:12 MAX. SLOPE WALK 48" ' MIN. O 1:10 CURB RAMP WITH FLARED SIDES (PLAN) STREET 48" MIN. 1 :12 MAX. SLOPE I WALK 1 :10 ADJOINING SLOPE NOT TO EXCEED 1:20 BUILT -UP RAMP WITH FLARED SIDES (PLAN) CURB RAMP (SECTION) X CURB (BEYOND) STREET SLOPE = Y: X WHERE XIS LEVEL PLANE 1 :12 MAX. SLOPE FRONT APPROACH SWINGING DOOR PULL SIDE FRONT APPROACH SWINGING DOOR PUSH SIDE NOTE: X =12" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 18" MIN. 24" PREFERRED HINGE SIDE APPROACH SWINGING DOOR PULL SIDE NOTE: X =36" MIN. IF Y =60 "; X =42" MIN. IF Y =54" MIN. 54" MIN. X HINGE SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE: Y =48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 24" MIN. LATCH SIDE APPROACH SWINGING DOOR PULL SIDE NOTE: Y =54" MIN. IF DOOR HAS A CLOSER LATCH SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE: Y =48" MIN. IF DOOR HAS A CLOSER MIN 1 36" MIN. 42" MIN. n w J •J U MANEUVERING CLEARANCES AT DOORS 28" 1 MIN. 1 , , 18" SINGLE OCCUPANT TOILET OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36" MIN. 30 "X48" CLEAR FLOOR SPACE M 1 8" OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36" MIN. CLR. 32" 32" MIN. MIN. TOILET STALL - FRONT ENTRY MULTIPLE ACCOMODATION TOILET ROOM NOTE: DIMENSIONS SHOWN DESCRIBE MINIMUM REQUIREMENTS ONLY, REFER TO CONSTRUCTION DOCUMENTS FOR SIZE & LOCATIONS OF SPECIFIC FIXTURES & ACCESSORIES. z_ 1 J OF TOILET GRAB BAR, 42" MIN. GRAB BAR, 36" MIN. MIN. TOILET STALL - SIDE ENTRY MULTIPLE ACCOMODATION TOILET ROOM 0 0 N Z_ 1 8" C OF TOILET GRAB BAR, 42" MIN. 1 8'1 ,32" MIN CLR. TOILET STALL - ADDITIONAL STALL @ MULTIPLE ACCOMMODATION TOILET ROOM W/ 6 OR MORE STALLS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21. 2000 TOILET ROOMS/ STALLS ' City Of Tukwila BUILDING FMVT.STflN to TOILET FIXTURES AND ACCESSORIES ACCESSIBLE CURB RAMPS h:\ projects\ apple \southcenter \caddapsct\sh@,d @ p8ct_a- 00'61r8:09 AM CALLISON CALLISON www.callison.Gom MARTIN LEE HILL STATE OF WASHING APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 1 408.974.9093 408.974.7335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 PROJECT NO. 207051.53 DRAWING NO. COPYRIGHT ® 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET A00.7 RECEIVED DRAWING SET PERMIT_06 /09/08 • • ..i JUN 1.1 2000 DRAWING TITLE ADA REQUIREMENTS DATE 05/12/08 06/09/08 PERMIT CENTER NN F G H A ACCES ACOUS AFF AL AL T AMFF ANNUNC ANOD APPL ARCH AUTO AVG B BLDG B.O.H. BOLLD BD BLKG BO BOT BRDLM BU C CAB CPT CEM CER CLG COATG COILG CONC CONSTR CONT CONTR COV CMU DBL DEPT DES DET DF DIA DIFF DIM DISP DIV DN 11 DR DSCON DWR E ELAST ELEC EMBED ENGR ENTR EQ EQUIP (E) EXP JT EXPS EXT FAB FD FE FE &C FF FHC FIN FLDG FPLC FR FRMG F XD FXTR FLR FURN FWC HD HDWD HDWE HM HORIZ HP HVAC INFO INSTRUM INSUL INTLK INT INFILTR J JAN JANITOR ACCESSORY ACOUSTIC(AL) ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ABOVE MALL FINISH FLOOR ANNUNCIATOR ANODIZED APPLIANCE ARCHITECTURAL) AUTOMATIC AVERAGE AND BUILDING BACK OF HOUSE BOLLARD BOARD BLOCKING BOTTOM OF BOTTOM BROADLOOM BUILT UP CABINET CARPET CEMENT(ITIOUS) CERAMIC CEILING COATING COILING CONCRETE CONSTRUCTION CONTINUOUS(ATION) CONTRACT(OR) COVER CONCRETE MASONRY UNIT DOUBLE DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DOWN DOLLAR (US CURRENCY) DOOR DISCONNECT DRAWER ELASTOMERIC ELECTRICAL EMBEDD(ED)(ING) ENGINEER(ED) ENTRANCE EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXPOSE(D) EXTERIOR FABRICATION FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET FINISHED FLOOR FIRE HOSE CABINET FINISH FOLDING FIREPLACE FIRE RAT(ING)(ED) FRAMING FIXED FIXTURE FLOORING) FURNITURE FABRIC WALL COVERING GA GAUGE GFRC GLASS FIBER REINFORCED CONCRE TE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS GR GRAD(E)(ING) GYP GYPSUM HEAD HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HIGH POINT HEATING, VENTILATING, AND AIR CONDITIONING INFORMATION INSTRUMENT(ATION) INSULATION INTERLOCKING) INTERIOR INFILTRATION R RDR RECES RECPT REF REFL REFR REQD RESIS REINF RESIL RFG RM RO S SC SCR SECUR SF SGL SHORG SIM SS STD STL STRFR STRUCT SURF SUSP SYS T THK TLT TO TRAF TRANS TRTD T &G TYP U K KIT KITCHEN L LAV LB 1 64 LT LVLG LVR N MAX MFD MFR MECH MET MEMB MEZZ MGL MIN MISC MLWK MOIST MOT MTD N NIC NO NTS 0 ORNA OVFL OVHD OPNG OPR P PTN PEDTR PBD PNL POLYST PORT PREFIN PREFAB PLAM PLAS PLSTC PLYWD PRTECN UNDRLAY UNDERLAYMENT UTIL UTILITY U.O.N. UNLESS OTHERWISE NOTED v VEH VERT VIF W W/ WC WD WDW W/0 WT WTRPRF LAVATORY POUND BRITISH POUND (CURRENCY) LIGHT LEVELING LOUVER MAXIMUM MANUFACTURED MANUFACTURER MECHANICAL METAL MEMBRANE MEZZANINE MASTER GRID LINE MINIMUM MISCELLANEOUS MILLWORK MOISTURE MOTOR(IZED) MOUNTED NOT IN CONTRACT NUMBER NOT TO SCALE ORNAMENTAL OVERFLOW OVERHEAD OPENING(S) OPERABLE PARTITION PEDESTRIAN PARTICLE BOARD PANEL POLYSTYRENE PORTABLE PREFINISHED PREFABRICATED PLASTIC LAMINATE PLASTER PLASTIC PLYWOOD PROTECTION READER RECESSED RECEPTACLE REFER(ENCE) REFLECTED REFRIGERATOR REQUIRED RESIST(ANT)(IVE) REINFORCE(D)(ING)(MENT) RESILIENT ROOFING ROOM ROUGH OPENING SOLID CORE WOOD SCRIBE SECURITY SQUARE FEET SINGLE SHORING SIMILAR STAINLESS STEEL STANDARD STEEL STOREFRONT STRUCTURAL SURFACE SUSPENDED SYSTEM(S) THICK TOILET TOP OF TRAFFIC TRANSPARENT TREATED TONGUE AND GROOVE TYPICAL VEHICLE VERTICAL VERIFY IN FIELD WITH WATER CLOSET WOOD WINDOW WITHOUT WEIGHT WATERPROOFING ABBREVIATIONS ELEVATIO\ I \3ICATION „ /\ I 1 1 1 AIf 1 /V�'1I�1 i iI /1 i I �I 1 r� SECT10\ 1 \3ICATI0 \S — I 11=111=1 I I — III. I I -i i 111 1 I L -1 11 ii y .. ❖: ❖: ❖. ❖: ❖:•: ► ❖. ❖. ❖.•.•. ❖.•. y I III I III I III I III 1 III 1 111 I 111 1 111 WWWWWWWVA STONE BRICK /CONCRETE BLOCK FINISHED WOOD GLASS S SAND OR GROUT EARTH OR NATURAL GROUND POROUS FILL (GRAVEL) STONE CONCRETE BRICK CONCRETE MASONRY UNIT METAL NON- FERROUS ALUMINUM PLYWOOD WOOD (FINISH) WOOD (CONTINUOUS) WOOD (BLOCKING) INTERRUPTED MEMBER INSULATION (LOOSE OR BATT) INSULATION (RIGID) GLASS (LARGE SCALE) GYPSUM BOARD PLASTER WITH LATH ACOUSTICAL TILE CARPET FABRIC WRAPPED PANEL GRAPHIC SYMBOLS REFLECTED CEILI \G r — � L — J E R X' -X" CEILING HEIGHT CHANGE Al C a O R (41 SB O $ $s s =I D FINISH 0 2X2 ACOUSTICAL CEILING AND GRID AT B.O.H. EXISTING TO BE REMOVED DENOTES EXISTING TO REMAIN DENOTES EXISTING, RELOCATED FIXTURE HEIGHT OF CEILING ABOVE FINISH FLOOR FIRE SPRINKLER FIRE SPRINKLER @ B.O.H. • FIRE SPRINKLER @ B.O.H. ACCESS DOOR RECESSED LINEAR DIFFUSER LOCATED IN TROUGH, SEE M.E.P. DRAWINGS EXHAUST FAN SMOKE DETECTOR FIRE STROBE RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER LIGHT BOX/ TRANSLUCENT CEILING PANEL UNIT AT SALES AREA 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE AT B.O.H. NIGHT LIGHT /24 HR. CIRCUIT (2 LAMPS EA.) 12' -0" A.F.F. TYP. AT B.O.H. RECESSED DOWNLIGH T AT SALES AREA 4' -0" LINEAR FLOURESCENT PENDANT AT B.O.H. TRACK LIGHTING AT SALES AREA UNDER CABINET FLUORESCENT FIXTURE AT SALES AREA COMPACT FLOURESCENT DOWNLIGHT AT TOILET ROOM EXIT SIGN - RECESSED CEILING MOUNTED ARROW INDICATES DIRECTION OF SIGN EXIT SIGN - RECESSED WALL MOUNTED ARROW INDICATES DIRECTION OF SIGN SPEAKER SPEAKER, SUB WOOFER PROJECTION SCREEN THERMOSTAT LIGHT SWITCH DIMMER SWITCH SECURITY CAMERA MOTION DETECTOR GLASS BREAK DETECTOR EMERGENCY LIGHT TEST PLATE TRAFFIC COUNTER RECESSED CEILING RECEPTACLE LOCATED AT STOREFRONT FIELD SPLICE SHOP SPLICE NEWMAT ACCESS PANEL AT SALES AREA HANGING ROD AT SALES AREA PARTITION FINISH TYPE SPECIAL FINISH GRAPHIC SYMBOLS POWER & COV VVU \ICATIO \ S WALL MOUNTED DUPLEX WALL MOUNTED FOURPLEX WALL MOUNTED DATA RECEPTACLE (2 PORTS) FLUSH FLOOR MOUNTED FOURPLEX POKE -THRU TEL. MONUMENT POKE -THRU FOURPLEX POWER MONUMENT FLUSH WALL MOUNTED POWER JUNCTION BOX WITH HARDWIRE CONNECTION OUTLET LOCATION TAG 1 GRAPHIC SYMBOLS C0 \STRUCTIO\ XXX X XX XXX A.F.F< ALIGN FHC I I FE FEC FV F VC O x.x COLUMN GRID EXISTING CONSTRUCTION TO REMAIN EGRESS PATH ELEVATION DATUM POINT ROOM NAME SQUARE FOOTAGE ALIGN WITH ESTABLISHED SURFACES DOOR TYPE REVISION REFERENCE ROW ON ELEVATION SHEET WHERE SHOWN LOCATION ON ROW WHERE SHOWN AX .X DIRECTION OF ELEVATION SHEET WHERE SHOWN DETAIL NUMBER AX.XF-- SHEET WHERE SHOWN DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR LEVEL AND AREA OR PHASE AREA TO BE DETAILED MILLWORK MILLWORK SCHEDULE TAG (IF USED) FIRE HOSE CABINET FIRE EXTINGUISHER WITHOUT CABINET FIRE EXTINGUISHER CABINET FIRE VALVE WITHOUT CABINET FIRE VALVE CABINET KEYNOTE DOOR NUMBER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila B ILWING DIVISION GRAPHIC SYMBOLS h:\projects\ apple\ southcentencaddapscHsh6EiEffiract _a -00 2:13 AM CALLISON CALLISON www.callison.com 9335 REGIST<<. RC EE FILL STATE OF WASHING' %,n. Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 20705153 DRAWING SET PERMIT 06/09/08 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 RECEIVED CITY OF TUKWILA JUN 1 1 2008 PERMIT CENTER DRAWING TITLE GRAPHIC SYMBOLS, DRAWING NO. MATERIAL LEGENDS AND ABBREVIATIONS A00.2 DATE 05/12/08 06/09/08 1. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE, UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR FINISHES. 2. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED. 3. GRID LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND DO NOT NECESSARILY IMPLY STRUCTURAL COLUMN CENTER LINES OR EXISTING EDGES. 4. DIMENSIONS SHOWN AS "V.I.F." SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD BY LAYING OUT THE PARTITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THE AREA. 5. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, UNLESS OTHERWISE NOTED. 6. ENSURE THAT SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 7. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION OF NEW FINISHES. 8. CONTRACTOR TO ENSURE DELIVERY AND INSTALLATION OF CASEWORK. CONTRACTOR TO ENSURE FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. ALL CODE REQUIRED LABELS SUCH AS "UL ", FACTORY MUTUAL, OR ANY EQUIPMENT 9. IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. GLASS SUBJECT TO HUMAN IMPACT SHALL BE OF SAFETY GLAZING MATERIAL TO MEET 10. STATE AND FEDERAL REQUIREMENTS. UNLESS OTHERWISE NOTED PROVIDE MINIMUM 3 -COAT PAINT SYSTEMS AS SPECIFIED FOR 11. EACH SUBSTRATE, REFER TO FINISH SCHEDULE FOR COLORS AND SHEENS. TRANSITION OF FLOOR MATERIALS TO BE LOCATED AT CENTER OF DOORS IN CLOSED 12. POSITION UNLESS OTHERWISE NOTED. PAINT BACK SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS TO MATCH 13. EXPOSED SURFACE. TRANSPARENT FINISHED WOOD DOORS, ARCHITECTURAL WOODWORK, AND CABINETRY SHALL 14. BE SHOP FINISHED. PRIOR TO PURCHASE OR INSTALLATION OF FINISH MATERIALS PER SUBMITTAL LOG, SUBMIT 15. SAMPLES TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH SPECIFIED PROCEDURES. ALLOW TIME FOR SUBMITTAL REVIEW & FOR RESUBMITTAL IF REQUIRED. UNLESS OTHERWISE NOTED, ALL PAINTED WALLS & BASE TO BE EGGSHELL FINISH, ALL 16. PAINTED CEILINGS TO BE FLAT FINISH, AND ALL PAINTED DOOR FRAMES AND DOORS TO BE SEMI -GLOSS FINISH. UNLESS OTHERWISE NOTED, ALL METAL SURFACES CALLED OUT AS PAINTED SHALL BE SHOP 17. PAINTED AND TOUCHED UP IN FIELD. FINISH NOTES 1. LOCATIONS OF FIXTURES AND CEILING DEVICES SHALL BE AS SHOWN ON THESE PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS (DUCT SIZES, CIRCUITING, ETC.) 2. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, DUCTS, ELECTRICAL CONDUITS AND STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. NOTIFY ARCHITECT OF INADEQUATE CLEARANCES FOR CEILING LAYOUT. 3. ALL BACK OF HOUSE REGISTERS AND LIGHTING FIXTURES SHALL OCCUR WITHIN GRID LINES. WHERE OCCURS, INCANDESCENT FIXTURES, SPRINKLER HEADS, OR OTHER CEILING ELEMENTS SHALL BE LOCATED ON THE CENTERLINE OF TILES, UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO PROVIDE ARCHITECT WITH SPRINKLER SHOP DRAWINGS FOR APPROVAL PRIOR TO SUBMITTAL TO BUILDING AND FIRE DEPARTMENT. 5. ALL BACK OF HOUSE LIGHTS MUST BE SUSPENDED INDEPENDENT OF CEILING GRID SYSTEM. 6. PROVIDE ACCESS PANELS AT MECHANICAL /ELECTRICAL EQUIPMENT. PROVIDE MINIMUM OF ONE ACCESS TILE PER AREA WITHIN FULL HEIGHT PARTITIONS. COORDINATE LOCATIONS OF ACCESS PANELS IN DRYWALL CEILINGS WITH ARCHITECT. 7. ALL CEILING HEIGHTS LOCATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISHED CEILING UNLESS OTHERWISE NOTED. 8. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, AND RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED CEILING HEIGHT ABOVE THE FINISH FLOOR. 9. SEE ELECTRICAL DRAWINGS FOR FIXTURE NUMBER AND QUANTITIES. 10. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS AND AIR SUPPLY /RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR. 11. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE. 12. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED: A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2 DEGREES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. C. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8 FEET OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL D. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. EXCEPTION: 1) RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT AND SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 POUNDS IN WEIGHT MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT (SCREWS OR BOLTS). 2) AIR DIFFUSERS WITH WEIGHT NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. FINISH NOTES 1. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOBS -SITE. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, ISDLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 2. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 3. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. 4. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND SMOKE, ETC.. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 5. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE OWNER. 6. EXCEPT WHERE OTHERWISE NOTED, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. REMOVE FROM SITE DAILY & LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 7. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES ARE REQUIRED FOR NEW WORK. 8. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK, AND REQUIRED FOR NEW WORK, UNLESS OTHERWISE NOTED. S.M.D. 9. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING BACK TO RISE AND DEVICES, UNLESS OTHERWISE NOTED. S.E.D. 10. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW FLOOR FINISHES, UNLESS OTHERWISE NOTED. 11. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY AND ACCEPTABLE FOR NEW CONSTRUCTION. 12. IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT AND SIGNAGE, UNLESS OTHERWISE NOTED THE REMAINING SPACE SHOULD CONSIST OF EXISTING DEMISING WALLS, STRIPPED COLUMNS, CONCRETE FLOOR, AND EXPOSED UNDERSIDE OF STRUCTURE (UNLESS OTHERWISE NOTED). COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. EXISTING SPRINKLER MAINS TO REMAIN. KEEP ANY (E) FIRE RATING REQUIRED IN TACT. 13. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE MD PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 14. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 15. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THE WORK. 16. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO E.P.A. STANDARDS PRIOR TO DEMOLITION. 17. .PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, VERIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 18. BURYING OF MATERIALS ON SITE IS NOT PERMITTED. 19. PATCH, REPAIR AND CLEAN ALL AREAS OF DEMOLITION TO CREATE A SMOOTH SURFACE TO ACCEPT SPECIFIED FINISH MATERIAL. DEMOLITION NOTES 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER. 2. SEE MECHANICAL, ELECTRICAL AND SECURITY /DATA DRAWINGS AND PROJECT MANUAL FOR ADDITIONAL NOTES AND INFORMATION. 3. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF THE OUTLET (SWITCH) OR CLUSTER OF OUTLETS (SWITCHES), UNLESS OTHERWISE NOTED, GANG COVER PLATES SHALL BE ONE PIECE TYPE, UNLESS OTHERWISE NOTED. 4. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 5. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 6. COORDINATE INSTALLATION OF TELEPHONE / DATA SYSTEMS AND SECURITY SYSTEMS WITH TENANT VENDOR. 7. COLOR OF ALL DEVICES AND COVER PLATES TO MATCH ADJACENT SURFACES AND BE SUBMITTED FOR REVIEW AND VERIFICATION BY ARCHITECT UNLESS OTHERWISE NOTED. 8. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING FIELD CONDITIONS AND WORK SHOWN HERE -IN AS FEASIBLE AND COMPLIANT WITH ALL APPLICABLE CODES. ELECTRICAL CONTRACTOR SHALL COORDINATE FIELD CONDITIONS WITH ARCHITECTURAL AND ELECTRICAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. 9. IF OUTLETS / SWITCHES CANNOT BE INSTALLED AS INDICATED ON THE PLANS, DUE TO CONFLICT WITH THE BUILDING ELEMENTS, NOTIFY ARCHITECT PRIOR TO PROCEEDING WITH WORK. 10. GENERAL CONTRACTOR TO CONTACT AND NOTIFY LOCAL POWER COMPANY OF CONSTRUCTION AND ANY MODIFICATIONS TO EXISTING POWER SERVICES. GENERAL CONTRACTOR TO NOTIFY LANDLORD OF SCHEDULING OF POWER SERVICE INSTALLATIONS / MODIFICATIONS. 11. LIGHT SWITCHES SHOWN ADJACENT TO EACH OTHER SHALL BE GANGED AND COVERED WITH SINGLE PLATE. 12. PROVIDE LIGHT SWITCHING IN CONFIRMATION WITH TITLE 24 REQUIREMENTS. FOR ROOMS OR AREAS GREATER THAN 100 SQ. FT. PROVIDE DOUBLE SWITCHES WITH EACH SWITCH CONTROLLING 501 OF LAMPS PER FIXTURE. 13. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED, WHEN THERMOSTATS AND LIGHT SWITCHES OCCUR TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTER LINE AT 3' -2" ABOVE FINISHED FLOOR. 14. INSTALL OUTLETS ON OPPOSITE SIDE OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK. POWER & COMMUNICATION NOTES PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 2. THE GENERAL CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE SATISFACTION OF LOCAL FIRE MARSHAL. 3. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 4. PROVIDE A 2A -10BC FIRE EXTINGUISHER WITH RECESSED CABINET WITHIN 75 FEET OF ALL POINTS IN THE SALES AREA AND ONE (1) FIRE EXTINGUISHER BRACKET MOUNTED IN APPLECARE & STOCKROOM NEAR THE DOOR. EXTINGUISHERS WILL BE MOUNTED IN EASILY ACCESSIBLE LOCATIONS AT 48" FROM THE TOP OF THE EXTINGUISHER TO THE FINISHED FLOOR. LOCATIONS TO BE VERIFIED PRIOR TO INSTALLATION. 5. EMERGENCY LIGHTING IS DESIGNED TO GIVE UNIFORM MINIMUM VALUE OF ONE FOOT- CANDLE AT FLOOR LEVEL AT ALL LOCATIONS OF TENANT SPACE. 6. EMERGENCY WARNING SYSTEMS SHALL WARN THE HEARING IMPAIRED. "VISUAL WARNING" STROBE LIGHTS TO HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 7. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 8. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 60- MINUTE RATING AND SHALL BE SELF CLOSING. 9. 20- MINUTE DOOR JAMBS TO BE TIGHT FITTING, SMOKE AND DRAFT CONTROLLED. 10. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A.CLASS A, FLAME SPREAD 0 -25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B.CLASS B, FLAME SPREAD 26 -75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS C, FLAME SPREAD 76 -200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 11. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NONCOMBUSTIBLE OR BE FLAME - PROOFED IN AN APPROVED MANNER. 12. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 13. STORAGE DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS CHEMICALS SHALL COMPLY WITH INTERNATIONAL FIRE CODE REGULATION. 14. ANY WOOD USED MUST BE FIRE RETARDANT TREATED AND LOCATED WITHIN A RATED ASSEMBLY OR MUST BE DIRECTLY ADHERED TO 5'8" TYPE "X" GYPSUM BOARD (UBC 602.1) 15. EXTEND OR MODIFY EXISTING FIRE / LIFE SAFETY SYSTEM AND EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE / LIFESAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 16. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 46" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. REVIEW LOCATIONS WITH ARCHITECT. 17. AUTOMATIC SPRINKLER SYSTEMS PROPRIETY OR REMOTE STATION 18. FIRE SAFETY DEVICE LOCATIONS SHALL BE SUPERVISED BY AN APPROVED CENTRAL SERVICE OR A LOCAL ALARM. TO BE LOCATED PER SURVEY NOTES. FIRE &LIFE SAFETY NOTES 11. 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE SPECIFICATIONS, THE DRAWINGS, ALL ADDENDUMS AND MODIFICATIONS ISSUED BY THE ARCHITECT. 2. THE GENERAL CONTRACTOR (GC) SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. THE GENERAL CONTRACTOR SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY. 3. IN CASE OF CONFLICT BETWEEN ARCHITECTS AND CONSULTANTS DRAWINGS IN LOCATING MATERIALS / EQUIPMENT, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 4. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER POSSIBLE. WORK INVOLVING EXCESSIVE NOISE OR DUST, OR WHICH WOULD OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY / TENANTS SHALL BE DONE ON AN OVERTIME, NON- REGULAR BUSINESS HOUR BASIS TO BE COORDINATED WITH LANDLORD. 5. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXISTING UTILITIES, NOT COVERED IN THE CONSTRUCTION / DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THEIR SCOPE OF WORK. THE ARCHITECT & GENERAL CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE UTILITIES. WHEN REMOVAL IS APPROVED BY THE ARCHITECT, GENERAL CONTRACTOR SHALL INSPECT, TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE (OR PERIMETER OF LEASE SPACE) AND CAP. ALL PENETRATIONS RESULTING FROM THE REMOVAL SHALL BE SEALED WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT BUILDING FINISHES. UTILITY SERVICE SHALL BE DEFINED AS PLUMBING, HVAC, ELECTRICAL, AND FIRE PROTECTION SYSTEMS. GENERAL CONTRACTOR SHALL INDICATE PERMANENTLY ABANDONED UTILITIES ON A RECORD SEPIA TO SERVE AS PART OF THE "AS-BUILT" SET. 6. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 7. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYPE" ONLY ONCE, WHEN THEY FIRST OCCUR. 8. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. 9. WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL COORDINATE WITH LANDLORD TO ENSURE SECURITY. 10. THE GENERAL CONTRACTOR SHALL VERIFY THAT THE EXISTING FLOORS ARE LEVEL AND FREE FROM SCALING. GENERAL CONTRACTOR TO REPORT ANY VARIATIONS IN FINISH FLOOR LEVEL GREATER THAN 1'4" IN 10' -0" (NON- CUMULATIVE) TO ARCHITECT. CONCRETE / SUB -FLOOR TO RECEIVE STONE FLOOR TO BE LEVEL TO 1'8" IN 10', NON- ACCUMULATIVE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR REFERRED TO, AT A GIVEN LOCATION, SHALL BE PROVIDED AS THOUGH SHOWN ON ALL (UNLESS OTHERWISE NOTED). 12. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO ARCHITECT FOR REVIEW (IN CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION, REFER TO PROJECT MANUAL FOR SPECIFIC PROCEDURES. 13. ALL WORK SHALL BE COORDINATED BY THE GENERAL CONTRACTOR, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES, ETC. 14. THE SCOPE OF WORK AND ADJACENT AREAS (INCLUDING "ACCESSIBLE PATH" AND LOBBY WHERE IT APPLIES TO THIS WORK) SHALL BE PROTECTED FROM ANY DAMAGE THAT OCCURS BECAUSE OF THIS WORK. ANY DAMAGE THAT OCCURS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE GENERAL CONTRACTOR. 15. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING. 16. ACCESS PANELS, CLEANOUTS, AND THE LIKE SHALL BE MAINTAINED FOR EXISTING BUILDING SYSTEMS. 17. THE GENERAL CONTRACTOR SHALL HAVE A FULL -TIME REPRESENTATIVE ON SITE AT ALL TIMES WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING ON SITE. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL CODES, LAWS ORDINANCES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. 18. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 19. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT OR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 20_ COMMENCEMENT OF WORK SHALL BE DEEMED AS THE GENERAL CONTRACTOR'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND SCHEDULE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE ORDERS, SUBMITTALS AND IMPLEMENTATION OF LONG LEAD ITEMS. SUBSTITUTIONS WILL NOT BE CONSIDERED RESULTING FROM THE GENERAL CONTRACTOR'S FAILURE TO MAKE LONG LEAD ITEM ORDERS IN A TIMELY FASHION. 21. OWNER WILL PROVIDE WORK NOTED BY OTHERS" OR "NIG" UNDER SEPARATE CONTRACT, INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 22. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH CODES AND ORDINACES. 23. COORDINATE AND PROVIDE BACKING FOR MILL WORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 24. WHERE EXISTING ACCESS PANELS CONFLICT WITH THE CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION. 25. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 3'8 ", UNLESS OTHERWISE NOTED. 26, TEMPORARY BARRICADE(S) SHALL NOT BE REMOVED AND TENANT SHALL BE OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, FIRE INSPECTOR, AND THE BUILDING INSPECTOR APPROVES FINAL INSPECTIONS AND THE MALL MANAGEMENT GIVES APPROVAL TO OPEN FOR BUSINESS. 27. FOAM PLASTIC USED FOR TRIM, DECOR, SIGNS, OR INSULATION SHALL COMPLY WITH IBC SECTIONS 402.14, 603.1 AND 2603. OTHER PLASTICS USED IN SIGNS OR OTHER PANELS SHALL BE APPROVED PLASTICS IN ACCORDANCE WITH SECTION 404.2.14, WHICH LIMITS THE AREA OF USE. 28 THE GENERAL CONTRACTOR IS TO VERIFY WITH THE LANDLORD THAT THE WALLS SEPARATING THE DEMISED SPACE FROM THE ADJACENT TENANTS SHALL BE OF 1 HOUR FIRE-RESISTIVE CONSTRUCTION EXTENDING FROM THE FLOOR TO THE CEILING. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION GENERAL NOTES h:l projects\ appl el southcenter\ caddapsct \sh6M208ct_a- 0033s52:17 AM HEGISTEPFD A HVECT_ RTIN L H OF WASHNGTON 9335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING TITLE GENERAL NOTES DRAWING NO. CALLISON CALLISON www.callison.com DRAWING SET PERMIT_06 /09/08 A00.3 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 9.5014 1: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 atECEIVED CITY OF TUKWILA JUN 112008 PERMIT CE I EFR AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD AS REQD BOTTOM TRACK S.S. SHOE HEADER TRACK EXTERIOR MAGNETIC LOCK INTERIOR MAGNETIC LOCK FLOOR SPRING DOOR PULL GASKET SILENCER DOOR STOP TOP PIVOT MAGNETIC LOCK SURFACE MTD. SHEAR LOCK PROXIMITY CARD READER DOOR CONTROLLER BEARING HINGES PRIVACY LOCKSET & LVR. HNDLS. SURFACE MTD CLOSER FLOOR MTD DOOR STOP COAT HOOK /DOOR STOP SILENCER : EARING HINGES LECTRIC HINGE LECTRIFIED LOCKSET & LVR. HNDL' bURFACE MTD CLOSER LOOR MTD DOOR STOP EYPAD ORTISE CYLINDER ARMOR PLATE 'OWER SUPPLY ISION LITE SILENCER :EARING HINGES ECTRIC HINGE LECTRIFIED LOCKSET & LVR. HNDL' bURFACE MTD CLOSER LOOR MTD DOOR STOP EYPAD ORTISE CYLINDER IEWERS ISION LITF SILENCER BEARING HINGES 2 -POINT DEADBOLT EXIT LOCK MAGNETIC SWITCH SURFACE MTD CLOSER SMOKE GASKETS FI OOR MTD DOOR STOP MONITOR CONTACT RIM CYI INDFR ARMOR PLATE VIEWERS THRFSHOI D BELL PUSH EGRESS ALARM W/ INDICATOR LIGH ARIN HIN SURFACE MTD CLOSER SMOKE GASKETS FI DOR MTD DOOR STOP MONITOR CONTACT RIM CYIINDFR ARMOR PLATE VIEWERS THRFSHOI D BELL PUSH EGRESS ALARM W/ INDICATOR IGH MAGNETIC SWITCH MULTI -POINT DEADBOLT EXIT LOCK SILENCER BEARING HINGE STOREROOM LOCKSET & LVR. HNDLS MORTISE CYLINDER CLOSER FLOOR MOUNTED STOP SILENCER BEARING HINGES SURFACE MTD CLOSER FI OOR MTD DOOR STOP RIM CYI INDFR ARMOR PLATE 2 VIEWFRS THRFSHOI D SILENCER ACCESS CONTROL SYSTEM 626 630 626 630 630 630 630 630 626 630 630 30 630 626 626 630 626 630 630 626 626 626 P8 WHITE 630 PR WHITE 630 626 630 630 630 630 626 626 630 626 626 P8 630 626 630 PROVIDED BY STAINLESS STEEL MANUFACTURER PROVIDED BY GLAZING SUBCONTRACTOR NABCO GT1175 BIPART SLIDER SCHLAGE LOCKNETICS 653 -0405 JACKSON 900, MODEL 21 -995B FSB *3817 JACKSON, TOP PIVOTS N0.20 -580 SDC 423MU /MD31DW SCHLAGE LOCKNETICS GF3000 HID 6005B/6008B INTELLI -M EIDC McKINNEY TA714 4.5x4.5 SCHL9496 BD -03B DORMA 8916x689 FSB 3881 FSB 3646 IVES SR -64 McKINNEY TA714 4.5x4.5 McKINNEY CC4TA714 4.5x4.5 SCHL9080 BD EU 03B DORMA 8916x689 FSB 3881 SDC 917 BFST 1F74 x C4 TRIMCO KA050 -1 SDC 631RF ANEMOSTAT LoPro IVES SR -64 McKINNEY TA714 4.5x4.5 McKINNEY CC4TA714 4.5x4.5 SCHL9080 BD EU 03B DORMA 8916x689 FSB 3881 SDC 917 BEST 1E74 x C4 IVES U700B26D ANEMOSTAT LoPro IVES SR -64 McKINNEY TA714 4.5x4.5 SFJ -200 x SFI -SSO DETEX MS2049S DORMA 8916x689 PEMCO S88W -21' FSB 3881 BEST 1E72 TRIMCO KA050 -1 IVES U700B26D PEMKO 158A (VERIFY EITHER 172A OR 158A), SEE ALSO 9/Al2.04 FSB 3863 DETEX EAX- 2500FK x RWE x IC7; GRAY FINISH FLUSH MOUNT W/ TRANSFORMER. SEE ELECTRICAL DRAWINGS. MOLIN I C M KINN Y TA714 4. 4. BEST 1E72 TRIMCO KA050 -1 IVES U700B26D PEMKO 158A (VERIFY EITHER 172A OR 158A), SEE ALSO 9/Al2.04 FSB 3863 DETEX EAX- 2500FK x RWE x 1C7; GRAY FINISH FLUSH MOUNT W/ TRANSFORMER. SEE ELECTRICAL DRAWINGS. DETEX MS2049S TRIDENT TEL -200 IVES SR -64 MCKINNEY TA 714 4.5x4.5 SCHL 9080 BD 03B x 630 BEST 1E74 DORMA 8916x689 FSB 3881 IVES SR -64 McKINNEY TA714 4.5x4.5 DORMA 8916x689 FSB 3881 BEST 1E72 TRIMCO KAO 0 -1 IVES U700B26D PEMKO 158A (VERIFY EITHER 172A OR 158A), SEE ALSO 9/Al2.04 IVES SR -64 TRILOGY: DL 2800 �'►LIDING PANELS ENIUS ROOM ORRIDOR TOILET ROOM 8 9 10 1" HIGH BY S.S. MFG. WHEN SHOE OCCURS AT BOTH FIXED GLASS PANELS AND SLIDING SECURITY PANELS AH A DO NOT PROVIDE AT RATED DOORS ON CORRIDOR SIDE PROVIDE ONLY IF REQUIRED PROVIDE ONLY IF REQUIRED PROVIDE ONLY IF REQUIRED PROVIDE ONLY IF REQUIRED W/ OCCUPANCY INDICATOR DO NOT PROVIDE AT RATED DOORS ELECTRIC FAIL SECURE, ELECTRIFIED ELECTRIC 30 x X (2" LESS THAN DOOR WIDTH) ELECTRIC FIRF RATING TO MATCH PARTITION DO NOT PROVIDE AT RATED DOORS ELECTRIC FAII SFCIJRF, Fl FCTRIC ELECTRIC ELECTRIC MNGR'S ONLY GENIUS RM ONLY DO NOT PROVIDE AT RATED DOORS SURFACE MOUNTED ELECTRIC ELECTRIC 30 x X (2" LESS THAN DOOR WIDTH) THRESHOLD ELECTRIC ELECTRIC; FIRE RATING TO MATCH PARTITION 1C7- 7 PIN INTERCHANGEABLE LOCK SURFACE MOUNTED DO NOT PROVIDE AT RATED DOORS DO NOT PROVIDE AT RATED DOORS 30 x X (2" LESS THAN DOOR WIDTH) THRESHOLD DO NOT PROVIDE AT RATED DOORS ONLY AT REMOTE STOCK RM DOOR ANITOR OILET ROOM ACK OF HOUSE ULTI PURPOSE LEC. ROOM ANAGER TOCK ROOM ORRIDOR /EXIT ALL STORAGE 1C /A00.6 1G /A00.6 1E /A00.6 1G /A00.6 1J /A00.6 1E /A00.6 1E /A00.6 1A /A00.6 1J /A00.6 3A /A00.6 1J /A00.6 ER PROJECT 3' -0" 3' -4" 3' -0" V.I.F. 7' -0" 8' -10" 7' -0" PER PROJECT 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" 1 -3/4" GLASS LOW IRON CEILING PANEL CEILING TILE WALL PANEL STAINLESS STEEL RUBBER COVE BASE BASE TILE FLOOR TILE VINYL COMPOSITE TILE VINYL COMPOSITE TILE STONE FLOORING PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT HMx HMx HMx HMx HMx HMx "NEWMAT" ARMSTRONG MARLITE KIKUKAWA BURKE MERCER DAL TILE DAL TILE ARMSTRONG ARMSTRONG OWNER SUPPLIED SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS VALSPAR VALSPAR 10/A09.1 4/Al2.4 2/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 4/Al2.4 8/Al2.4 4/Al2.4 5/A09.1 3/Al2.4 15/A11.7 3/Al2.4 3/Al2.4 3/Al2.4 3/Al2.4 3/Al2.4 3/Al2.4 3/Al2.4 3/Al2.4 7/Al2.4 3/Al2.4 13/A09.1 10/A11.7 5/Al2.4 5/Al2.4 9/Al2.4 STRETCHED PVC PANEL ACOUSTICAL CEILING TILE FIBERGLASS REINFORCE PLASTIC STAINLESS STEEL RUBBER WALL BASE CERAMIC TILE GLAZED, #0790 UNGLAZED, MATTE FINISH VINYL COMPOSITION VINYL COMPOSITION TILE SANDSTONE LATEX LATEX EPDXY POWDER COAT FLUROPON TGIC POLYESTER DURABLE, ALOREN 60 MIN. 60 MIN. ACM -15 MATTE WHITE ULTIMA *1912 SILHOUETTE XL WHITE S -100 WHITE NATURAL 603 ASH TYPE TS SERIES DARK GRAY - D026 EXCELON STONETEX GRANTE GRAY 52125 PIETRA SERENA ZURICH WHITE SW -7626 #B30WB0159 ZURICH WHITE SW -7626 #B30WB0159 ZURICH WHITE SW -7626 #B70 -W -211 689 SILVER 789 -G006 VARIES; SEE A4.10 ULTRA PERFORATE 8' HIGH VARIES 4" HIGH 12" X 12" 12" X 12" VISION LITE ALIGN TOP OF DOOR WITH TOP OF WALL PANEL =ALL FRAMES TO BE FULLY WELDED - SEE SPECS VISION LITE - TEMPERED GLAZING VIEWERS VISION LITE - TEMPERED GLAZING DETEX EAX -2500 FLUSH -MOUNT DOOR ALARM & VIEWERS VISION LITE - TEMPERED GLAZING 9 A6" WITH 1 /8" REVEAL & SHADOWLINE WALL ANGLE OPTIONAL CEILING TYPE: DUNE *1775 JANITOR'S CLOSET - ALL 4 WALLS BEAD BLASTED GROUT: CUSTOM BUILDING PRODUCTS #11 SNOW WHITE PRVIDE BULLNOSE BASE W/ NO TILE ABOVE. (100X EPXY SOLIDS) SEE SPECIFICATIONS FOR IMPREGNATING SEALER REQUIREMTNS - GROUT LATRICRETE SP100 SERIES * 89 SMOKE GRAY (EPDXY - SEE SPEC) SEE 11/Al2.1 ONLY FOR USE IN FRONT OF ELECTRICAL PANLES; ALT COLOR: LEMON YELLOW - 51812 GROUT COLOR PER SPEC. /FOR OWNER APPROVAL. GROUT WIDTH : %16 INTERIOR LATEX EGGSHELL INTERIOR LATEX SEMI GLOSS INTERIOR LATEX SEMI GLOSS DOOR CLOSERS (TYP.) ALL ACCESSORIES TRIM PIECES, EXPOSED SPRINKLER AND LIGHTING INTERIOR OF FIRE EXTINGUISHER CABINET POWDER COAT HW GP DESCRIPTION QUANTITY HARDWARE SLIDING SECURITY PANELS SALES/ CORRIDOR TOILETROOM/ CORRIDOR STOCKROOM/ CORRIDOR GENIUS ROOM MGRS OFFICE JANITOR'S CLOSET \OT SFD REMOTE STOCKROOM FINISH MANUFACTURER NOTES / SIGN S.r COVERPI $4 I'I ,I.: 30 x X (2" LESS THAN DOOR WIDTH) THRESHOLD ELECTRIC ELECTRIC; FIRE RATING TO MATCH PARTITION 1C7- 7 PIN INTERCHANGEABLE LOCK NUMBER LOCATION QUANTIT TYPE SIGNAGE NOT USED DIMENSIONS WIDTH HEIGHT THICKNESS SCALE FLOOR WALL WALL CEIL NG ROOM v1ATERIAL BASE FINISH FINISH REMARKS SALES AREA GENIUS RM /MGR. OFFICE TOILET R00 STOCKROOM CORRIDOR JANITOR'S CLOSET RM FIN SCHED ENTRY SOFFIT FOR BASE FOR BASE FOR BASE FOR BASE FOR BASE SCALE CLG TROUGH /TRIM/ SEE DETAIL 13/Al2.4 SEE DETAIL 11/Al2.1 SEE DETAIL 13/Al2.4 SEE DETAIL 13/Al2.4 SEE DETAIL 13/Al2.4 MATERIAL KEY MATERIAL LAMINATE METAL PANEL PLASTER FRAME FINISH MATERIAL FINISH PIONITE ENTRY MAT CS GROUP PACIFIC PANELS HEAD JAMB SILL DURANAR ADS AEROSOL DETAILS BENJAIMN MOORE DTM ACRYLIC PLASTIC LAMINATE PEDITRED HONEY COMB ALUM PANEL ARMOURCOAT USA VENEER PLASTER COLOR / SPEC LKM -0131 ASSEv1BLY RATING HARDWARE REMARKS GROUP FIRE TEMP RATING RISE BM JET BLACK 2120 -10 M29 SW811 -WHITE GUNMETAL CDP025 ICE WHITE APPROVED BY ARCHITECT SMOKE LABEL 2 -COAT PROCESS Y /32 " THICK DOOR &FRAME SCHEDULE NOTES COMPONENTS IN SALES AREA CEILING TROUGHS, AIR DRY FLUOROPOLYMER (TOUCH UP PAINT) DIRECT TO METAL (DTM) SEMI GLOSS (M29) ACRYLIC W/ RUSTY INHIBITORS SUEDE, BACK OF HOUSE MILLWORK LEVEL BASE FRAME W/ CARPET TREAD INSERT MILL ALUMINUM HONEY COMB PANEL EXTERIOR (OVER APPROPRIATE SUBSTRATE) INTERIOR (OVER GYP. BD TYPE IV FINISH MIN.) FINISH KEY SCALE SCALE DOOR AND HARDWARE GROUPS NONE SCALE 14 # ai SLIDING GLASS ENTRY PANELS VIEWERS WHERE SCHEDULED EQ. EQ. @ METAL DOOR • sl EQ Q SEE PLAN VIEWERS WHERE SCHEDULED @ Fz CORRIDOR /EXIT DOOR; ALT. 1 F• N ANi. _,.7EL 0 CUSTOM SS DOOR \0 3' -0" vvHHL FD ci TOILET ROOM DOOR C PLAQUE /DOOR 1'0" 3' -0" 3" MAX. ADA SIGNAGE INFORMATION REFER TO SHEET A00.6 h:\ projects\ apple\southcenter \ceddapscAsh6ta t_a -0048s 2:25 AM EQ 10" EQ DOOR TYPES CI STOCKROOM/ GENIUS ROOM DOOR ct JANITOR'S DOOR NONE SCALE R CEjj PROJECT NO. 207051 .53 DRAWING NO. CALLISON CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET DRAWING SET PERMIT_06 /09/08 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 11: 408.974.9093 F: 408.974.7335 RECEIVED 4 JUN ''I 'I /IJIJd PERMIT CENTER DRAWING TITLE DOOR / HARDWARE / FINISH SCHEDULE A00.4 DATE 05/12/08 06/09/08 1 STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION U.L. NUMBER S.T.C. RATING 01 3 5/8" 20 16" 5/8" 4 1/4" - - - D2 3 5/8" 16 16" 5/8" 4 1/4" - - - D3 2 1/2" 20 16" 5/8" 3 1/8" - - - D4 3 5/8" 16 16" 5/8 °, 1/2" 4 3/4" - - - D5 6" 16 16" 5/8°,1/2" 7 1/8" - - - D6 6" 16 16" 5/8" 6 5/8" - - - NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS I NSULATION FIRE RATING U.L. NUMBER S.T.C. RATING F1 3 5/8" 20 24" 5/8" 4 7/8" 3 1/2" BATT 1 HR U419 - F2 6 20 16" 5/8" 7 1/4" - 1 HR U419 - F3 3 5/8" 16 16" 5/8" 4 7/8" NOT USED 1 HR. U419 - F4 3 5/8" 16 16" 5/8 ",1/2" 5 3/8" NOT USED 1 HR. U419 - F5 6" 16 16" 5/8 ",1/2" 7 3/4" NOT USED 1 HR. U419 - NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL HICKNESS INSULATION FIRE RATING U.L. NUMBER S.T.C. RATING Cl 3 5/8" 20 24" 5/8" 4 7/8 3 1/2" BATT - - - C2 3 5/8" 16 16" 5/8" 4 7/8" - - - - C3 3 5/8" 20 24" 5/8" 4 7/8" - - - - ' C4 6" 16 16" 5/8" 7 -1/4" - - - - 05 6" 16 16" 5/8", 1/2" 7 3/4" 3 1/2" BATT - NUMBER STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION FIRE RATING U.L. NUMBER S.T.C. RATING G1 3 5/8" 20 16" 5/8" SEE PLAN 3 1/2" BATT - - - G2 3 5/8" 20 16" 5/8" SEE PLAN - - NOT USED - G3 3 5/8" ' 20 16" 5/8", 1/2" SEE PLAN - - NOT USED - NUMBER STRUT SIZE GAUGE STRUT SPACING S S WALL THICKNESS FIRE RATING U.L. NUMBER S.T.C. RATING M3 15/8" 16 18" 3/16" VARIES - - - NUMBER STRUT SIZE GAUGE STRUT SPACING S S WALL THICKNESS I NSULATION FIRE RATING U.L. NUMBER S.T.C. RATING 1 UL DESIGN HW-D-0020: 1-HOUR & 2 -HOUR DECK ABOVE BOTTOM OF MTL. DECK FLUTES RAL WOOL TO DECK FLUTES MINERAL WOOL: CUT 11/2" THICK LAYERS TO CONTOUR OF DECK 3M FIREDAM SPRAY DEFLECTION CHANNEL STUD RUNNER, S.S.D. FOR ATTACHMENTS 5 /8" TYPE 'X' GYP. BD. FOR RATED PARTITION RATED PARTITION HEAD RATED WALL PARTITION PARTITION TYPE M3 3"=1 SCALE 20 W PROVIDE SMOKE /FIRE DAMPER AT ALL PENERATIONS AS SHOWN ON MECHANICAL DRAWINGS. • mimp 0.,11 '■■■■ SCHEDULED PARTITION PIPE /DUCT PACK GAP WITH FIREPROOFING MATERIAL TO MEET LOCAL CODES 1/4" GAPS FILL WITH UL APPROVED PIPE SAFING FRAME RECTANGULAR OPENINGS WHERE OCCURS 3"=1 SCALE SECTION PLAN SECTION 1 UNISTRUT FRAMING DRYWALL TO STOP 6" ABOVE CEILING WHERE OCCURS 12' -6" A.F.F MAX. HT. UNISTRUT FRAMINGIF S.S. TO STOP 4" BELOW PERIMETER CEILING HAT CHANNEL ATTACHED TO UNISTRUT FRAMING DROPPED CEILING, 11' -0" A.F.F. 5/32" BEAD BLASTED � - STAINLESS STEEL HAT CHANNEL ATTACHED TO UNISTRUT FRAMING UNISTRUT FRAMING GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL UNISTRUT FRAMING FINISHED FLOOR ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB 11'- 10 A.F.F. 3"=1 SCALE 19 17 SECTION PLAN SECTION M2 1 5/8" AS READ n n 18" 3/16" VARIES UNDERSIDE OF f STRUCTURE VARIES A 3 1/2" BATT METAL STUD TRACK S.S.D. FOR ATTACHMENTS CONT ACOUS SEALANT (WHERE INSULATION OCCURS) DRYWALL TO STOP 6" ABOVE CEILING WHERE OCCURS - UNDERSIDE OF PERIMETER CEILING S.S. TO STOP 4" BELOW PERIMETER CEILING UNISTRUT FRAMING 5/32" BEAD BLASTED STAINLESS STEEL DROPPED CEILING 11' -0" A.F.F. METAL STUDS UNISTRUT FRAMING GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL UNISTRUT FRAMING METAL STUD TRACK. S.S.D. FOR ATTACHMENTS FINISHED FLOOR ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB 11' -10 1/4" di A.F.F. ONLY TO BE USED @ MANAGER'S OFFICE / GENIUS ROOM / TOILET ROOM ABUTTING SALES AREA PARTITION TYPE M2 SECTION PLAN SECTION NUMBER STRUT SIZE I=F- j,J GAUGE STRUT SPACING S.S. WALL THICKNESS UNISTRUT FRAMING DRYWALL TO STOP 6" ABOVE CEILING WHERE OCCURS S.S. TO STOP 4 " BELOW PERIMETER CEILING HAT CHANNEL ATTACHED TO UNISTRUT FRAMING DROPPED CEILING, 11' -0" �--- 5/32" BEAD BLASTED STAINLESS STEEL HAT CHANNEL ATTACHED TO UNISTRUT FRAMING UNISTRUT FRAMING GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL GYPSUM BOARD AS SCHEDULED 5/32" BEAD BLASTED STAINLESS STEEL UNISTRUT FRAMING FINISHED FLOOR ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB FIRE RATING 12' -6" A.F.F. MAX. HT. UNISTRUT FRAMING IV U.L. NUMBER 11' -10 1/4" ch A.F.F. S.T.C. RATING M 1 1 5/8" 16 18" 3/16" VARIES PARTITION TYPE M1 3 " =1' -0" SCALE 3 " =1' -0" SCALE 15 13 SECTION PLAN SECTION V.I.F. 1 - METAL DEFLECTION CHANNEL, BY LANDLORD UNDERSIDE OF STRUCTURE (VARIES) DEMISING WALL METAL STUD BY LANDLORD 5/8" TYPE 'X' GYPSUM BOARD - TENANT SIDE ONLY DEMISING WALL METAL STUD BY LANDLORD 5/8" TYPE 'X' GYPSUM BOARD - TENANT SIDE ONLY BY G.C. MTL STUD TRACK, BY LANDLORD CONT. ACOUS. SEALANT - TENANT SIDE ONLY TOP OF STRUCTURAL SLAB SLAB NUMBER L1 STUD SIZE L.L. STUD GAUGE L.L STUD SPACING L.L GYPSUM BOARD 5/8" WALL THICKNESS L.L INSULATION FIRE RATING S.T.C. RATING 1 HR PARTITION TYPE L SECTION PLAN SECTION REFER TO PLAN = G.C. TO CONFIRM INTERIOR CLEAR DIMENSION REQUIRED FOR PLUMBING FIXTURES CO i MTL. DEFLECTOR CHANNEL, S.S.D. FOR ATTACHMENTS UNDERSIDE OF STRUCTURE METAL STUD BRACE @ 48" 0.C. DRYWALL °TO - STOP -6"..u.. , ABOVE CEILING SYSTEM AT TYPE G3 ONLY CEILING SYSTEM (AS SCHEDULED) METAL STUDS MTL. STUD TRACK BELOW METAL STUDS ADDITIONAL (1) LAYER OF 1/2" GYP. BD. AT TYPE G3 ONLY METAL STUD BRACE @ 48" 0.C. VERTICALLY GYPSUM BOARD (AS SCHEDULED) METAL STUD GYPSUM BOARD (AS SCHEDULED) INSULATION (AS SCHEDULED) TOP LAYER GYP. BD. STOPS ABOVE FIN. FLOOR. G3 ONLY FINISH FLOOR MTL STUD TRACK, SEE STRUCTURAL DWGS FOR ATTACHMENT DETAILS TOP OF STRUCTURAL SLAB U.L. LISTING HW -D -0025 PARTITION TYPE G 3 " =1' -0" SCALE 3 " =1' -0" SCALE 11 9 SECTION PLAN SECTION SEE SCHEDULE MEIN I— — + � NOTE: SEE DETAIL 18/- FOR FIRE RESISTANT ASSEMBLY @ PENETRATIONS. UNDERSIDE OF STRUCTURE CEILING SYSTEM (WHERE OCCURS) METAL STUD ADDITIONAL (1) LAYER OF 1/2" GYP. BD. AT TYPE F4, F5 ONLY METAL STUD 5 /8" TYPE 'X' GYPSUM BOARD 5 t" TYPE "X" GYPSUM BOARD INSULATION (AS SCHEDULED) TOP LAYER GYP. BD. STOPS ABOVE FIN. FLOOR. F4, F5 ONLY MTL STUD TRACK FINISH FLOOR CONT. ACOUS. SEALANT TOP OF STRUCTURAL SLAB 1 HR PARTITION TYPE F SECTION PLAN SECTION NUMBER STRUT SIZE GAUGE STRUT SPACING S.S. WALL THICKNESS INSULATION 12' -6" MAX. HT. d UNISTRUT FRAMING 11' -10 1/44, A.F.F. UNDERSIDE OF PERIMETER CEILING @ SALES HOLDING ANGLE UNSTRUT FRAMING 5/32" S.S. PANEL BEAD BLASTED FINISH 11' - 0" ABOVE F.F. UNDERSIDE OF DROPPED CEILING @ SALES METAL STUD BLACK PAINTED FINISH UNSTRUT FRAMING 5/32" S.S. PANEL BEAD BLASTED FINISH UNSTRUT FRAMING 5/32" S.S. PANEL BEAD BLASTED FINISH FINISHED FLOOR ARDEX LEVELING BED INFILLED AS NECESSARY TO HIGH POINT OF SLAB FIRE RATING U.L. NUMBER S.T.C. RATING El 3 5/8" 16 18" 3/16" PARTITION TYPE E 3 11 =1 1_ 0 11 SCALE 3 " =1 SCALE 7 5 SECTION PLAN SECTION UNDERSIDE OF STRUCTURE METAL DEFLECTION CHANNEL, S.S.D. FOR ATTACHMENTS CEILING SYSTEM WHERE OCCURS- TERMINATE GYP. BD. 6" ABOVE METAL STUD FASTEN TO (E) PARTITION AT (E) STUD LOCATIONS AS REQ'D. TO COMPLY W/ SPECIFIED DEFLECTION CRITERIA GYPSUM BOARD (AS SCHEDULED) GYPSUM BOARD (AS SCHEDULED) MTL STUD TRACK. S.S.D. FOR ATTACHMENTS �- FINISH FLOOR TOP OF STRUCTURAL SLAB PARTITION TYPE D PARTITION TYPE C 3 11 =1 1_ 0 11 SCALE 3 " =1 '_ 0 SCALE 3 SECTION PLAN SECTION SEE SCHEDULE 701r UNDERSIDE OF STRUCTURE CONT ACOUS SEALANT (WHERE INSULATION OCCURS) MTL. STUD TRACK. S.S.D. FOR ATTACHMENTS AT PLENUM RETURN CONDITION, DRYWALL TO STOP 6" ABOVE CEILING CEILING SYSTEM (AS SCHEDULED) METAL STUDS REVIEWED �FOI� CODE COMPLIANCE ADDITIONAL (1) LAYER OF APPROVED 1/2" GYP. BD., AT i YPE C5 ONLY JUL 2 1 2008 METAL STUDS GYPSUM BOARD (.I S City Of Tukwila SCHEDULED) BUILDIN „ DIVISION GYPSUM BOARD (AS SCHEDULED) INSULATION (AS SCHEDULED) TOP LAYER GYP. BD. STOPS ABOVE FIN. FLOOR. C5 ONLY MTL STUD TRACK, SEE STRUCTURAL DWGS FOR RECEIVED ATTACHMENT DETAILS CITY OF TUKWILA JUL 10 2008 CONT. ACOUS. SEALANT PERMIT CENTER FINISH FLOOR TOP OF STRUCTURAL SLAB 1 H:\Projects\Apple\Southcenter\caddapsctSheets\apsct_a-005.sht 7/8/2008 8:56 :41 AM 1-1 DRAWING SET DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com REGISTERED A T , T, M RTIN LEE HILL STATE OF WASHINGTON 335 Apple Inc WE E`LD SOU THCENTER�` -- 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS PROJECT NO. 207051 .53 DRAWING TITLE WALL TYPES A00.5 DATE 05/12/08 06/09/08 06/26/08 1 STUD SIZE STUD GAUGE STUD SPACING GYPSUM BOARD WALL THICKNESS INSULATION U.L. NUMBER S.T.C. RATING D7 21/2" 20 16" 5/8" VIF - - - D8 - - - 5/8" VIF - - - SECTION PLAN SECTION PLAN SECTION SECTION ti VIF NEW METAL STUD WALL EXISTING MASONRY WALL PARTITION TYPE D CEILING SYSTEM WHERE OCCURS- TERMINATE GYP. BD. 6" ABOVE METAL STUD FASTEN TO (E) PARTITION AT (E) STUD LOCATIONS AS REQ'D. TO COMPLY W/ SPECIFIED DEFLECTION CRITERIA GYPSUM BOARD (AS SCHEDULED) CEILING SYSTEM WHERE OCCURS- TERMINATE GYP. BD. 6" ABOVE FASTEN TO (E) PARTITION AT (E) STUD LOCATIONS AS REQ'D. TO COMPLY W/ SPECIFIED DEFLECTION CRITERIA GYPSUM BOARD (AS SCHEDULED) EXISTING MASONRY WALL 7/8" THICK HAT CHANNEL ATTACHED TO UNISTRUT FRAMING REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2000 City Of Tukwila BUILDING DIVISION 3 " =1' -Q" SCALE 1 h:\projectslapple\southcentencaddapscAsh6k8NiapOct_a-0051062186 AM DRAWING NO. 9335 CALLISON CALLISON www.callison.com REGIS TL -701 CHIT . J TI ' f HIL STATE OF WASHING rr.` ^; Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 RECEIVED CITY OF TUKW A JUN 1 1 'LOUD PROJECT NO. 207051.53 DRAWING PERMIT 06/09/08 DRAWING TITLE WALL TYPES APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408,974.7335 PERMIT CENTER A00.5.1 - COPY IS 3M SCOTCHCAL, WHITE, NO. 3650-10 OR APPROVED EQUAL. - GRAPHIC LOCATED ON INSIDE SURFACE OF EXISTING DOOR TOP AREA. - SIGN VENDOR TO VERIFY EXISTING CONDITIONS AND LOCAL CODE MESSAGE PRIOR TO FABRICATION. - SEE ARCHITECT'S ELEVATION DWG FOR EXACT LOCATION FOR PLACEMENT. - CONFIRM SITE SPECIFIC MESSAGE SELECTION W/ APPLE PROJECT MANAGER PRIOR TO FABRICATION. T� Doors to remain unlocked during business hours B. MALL LOCATION Doors to remain open during occupancy A. STREET FRONT LOCATION USE ONLY WHEN REQUIRED PER BUILDING DEPARTMENT COMMENT FOH VINYL DETAILS NONE SCALE 20 NOTE: ONLY WHERE THE LOCAL JURISDICTION CODE REQUIRES, SELF - ADHESIVE VINYL CRASH DECALS ARE TO BE PROVIDED ON INTERIOR FACE OF STOREFRONT GLAZING AT 58" A.F.F. AND 8" O.C. USE ONLY WHEN REQUIRED PER BUILDING DEPARTMENT COMMENT STOREFRONT DETAILS BOH VINYL DETAILS NONE SCALE NONE SCALE 16 r. N C WALL AREA- TO BE LOCATED BY APPLE PROJECT MANAGER COPY BASELINE TEXT ONLY IF REQ'D; GRAPHICS PROVIDED BY APPLE.'" SURFACE APPLIED WHITE VINYL MATTE FINISH,3M- 7725 -20 emergency sprinkler system but -off valve no storage of boxes in this area t COPY /DOOR O Lf) w J 0 2 0 w W 0 C COPY BASELINE NOTES: - SIGN TO BE POSITIONED SO THAT PEEP HOLE IS CENTERED BETWEEN LINES OF COPY, BY APPLE. - PROJECT MANAGER AND THE CONTRACTOR. IF RECEIVING DOOR IS DOUBLE, CENTER SIGN ON RIGHT SIDE DOOR. K tSpace Nurnber 54$ NOTES: - COPY IS 3M SCOTCHAL, TRAFFIC GREY, NO. 5725151, OR APPROVED EQUAL. - GRAPHIC CENTERED ON DOOR SURFACE OR LOCATED ON SITE BY DESIGNATED APPLE REPRESENTATIVE. REFER TO SHEET A03.0 FOR LOCATIONS CO LC) C COPY /DOOR COPY BASELINE NOTES: - COPY IS 3M SCOTCHCAL, BLACK, NO. 3650 -12 OR APPROVED EQUAL APPLIED FIRST SURFACE. - 'SPACE NUMBER' FONT IS MYRIAD APPLE MEDIUM ACTUAL STORE NUMBER TO BE SUPPLIED BY APPLE - PROJECT MANAGER AND INPUT BY SIGN FABRICATOR. ONLY WHEN REQUIRED BY LANDLORD no access o admittance no storage 13 TEXT EMPLOYEES ONLY STOCKROOM OFFICE JANITOR NO STORAGE OF BOXES IN THIS AREA APPLE RETAIL STORE SPACE NUMBER 548 DOORS TO REMAIN OPEN DURING OCCUPANCY EMERGENCY EXIT ONLY WARNING: ALARM WILL SOUND FIRE EXTINGUISHER LOGO + WWW.APPLE.COM c COPY LINES /PLAQUE (TYP) J I TYPE PERMANENT ROOM SIGN PERMANENT ROOM SIGN PERMANENT ROOM SIGN PERMANENT ROOM SIGN VINYL SIGN VINYL SIGN VINYL SIGN ETCHED (SEE SPEC) VINYL LOCATION STOCKROOM, MANAGER'S OFFICE STOCKROOM MANAGER'S OFFICE JANITOR EXIT CORRIDOR RECEIVING DOOR TO BE LOCATED BY ARCHITECT EMERGENCY EXIT DOORS FIRE EXTINGUISHER CABINET DOOR ON BARRICADE QUANTITY 2 H PROVIDED BY G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. G.C. REMARKS VERIFY SPACE # W/ LANDLORD PRIOR TO FABRICATION USE ONLY IF REQD SEE DETAILS (SIGNAGE PACKAGE) CONFIRM W/ OWNER PRIOR TO INSTALLATION. REFER TO 5/A01.01 SIGNAGE SCHEDULE C COPY LINES /DOOR EMERGENCY EX IT ONLY ARNING: ALARM WILL SOUND NOTES: - COPY IS 3M SCOTCHAL, CARDINAL RED, NO. 3650 -53, OR APPROVED EQUAL. kMER NCY O CsMS WAPANM; c. MJMM WUVAND LL1 NOTES: - SIGN TO BE POSITIONED SO THAT PEEP HOLE IS CENTERED BETWEEN LINES OF COPY, BY APPLE PROJECT MANAGER AND THE CONTRACTOR. ELEVATION MOUNTING EMERGENCY EXIT VINYLS E ""42--1 IJ ROOM SIGNS NONE SCALE NONE SCALE NONE SCALE PAGE NO A00.6 AO0.6 AO0.6 A00.6 AO0.6 A00.6 A00.6 A00.6 A11.7 AO1.1 4 3 H F — REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2008 City Of Tukwila BUILDING DIVISION NOTE: - Y4' THK ACRYLIC PLAQUE - PLAQUES (FACES & EDGES) ARE TO BE PAINTED, SATIN EGGSHELL FINISH. PAINT COLOR GRAY TO MATCH SAMPLE SUPPLIED BY APPLE. - 1/16" THK LASER CUT WHITE ROMARK BRAND (MATERIAL) LETTERS, WHITE. - FINAL CODE COMPLIANT TYPE 2 BRAILLE TO BE FURNISHED BY SIGN VENDOR. h:\ projects\ apple \southcenter \caddapsct \sh61#1 & t_a- 006:50 AM 9335 REGISTE =G 4to CALLISON APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com ARTI " EE HILL STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 DRAWING NO. COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE SIGNAGE SCHEDULE / DETAILS A00.6 DATE 05/12/08 06/09/08 RECEIVED crrY or TUKWILA JUN 1 1 nod PERMIT CENTER EXISTING EXIT STAIR A :.; i.; = TO EXIT 1 L. PARTIAL MALL PLAN NONE SCALE 3 •••„! 1 .. . * v• :,.. x X: •.'• '„ ::: X: :: .. : . x .. . ••• •• x :•. .. ,.: •• \ :::: . .•: . „.. 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TO EXIT TO EX .... • • • .......... .... .......... • ................ ^`■ ....... ........ • ........... • ........ • • ..... >-- >-- VI. I•1• 1M All 'AM NOTES: SEE SHEET A00.0 FOR OCCUPANCY LOADS P. AN NORTH R IEWED FOR CODE COMPLIANO AP PROVED JUL 21 2008 LAWN DIVISION --> EGRESS PLAN 3/16"=1'-0" SCALE 1 hAprojects\apple\southcenter\caddapsctsh8020pect_a-00ale:54 AM DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52-RN CUPERTINO, CA 9.5014 408.974.9093 F: 408.974.7335 CALLISON www.callison.com 9335 MARTI t EE HILL STATE OF WASHING rn.. Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051.53 DRAWING TITLE EGRESS PLAN A00.7 RECEIVED CITY OF TUKVVILA JUN 1 1 •illti PERMIT CENTER DRAWING SET PERMIT 06/09/08 BARRICADE /DOORS APPLE LOGO /BARRICADE FONT/ j OPENING DATE TYPE SIZE /LOCATION: -THE SIZE & VERTICAL PLACEMENT OF THE APPLE LOGO & INTERNET ADDRESS (URL) SHOULD BE DETERMINED AS PERCENTAGES OF THE OVERALL HEIGHT OF THE BARRICADE (SEE B). - GRAPHICS & TYPE SHOULD BE CENTERED IN HORIZONTAL SPACE. - WHEN BARRICADE HAS DOORS IN CENTER LOCATION, LOCATE GRAPHICS ON BARRICADE SURFACE W/ BEST EXPOSURE AS DETERMINED BY APPLE PROJECT MANAGER. MATERIALS: - ALL EXTERIOR SURFACES OF THE BARRICADE SHOULD BE PAINTED TO MATCH BENJAMIN MOORE JET BLACK, COLOR 2120 -10, SEMIGLOSS LATEX HIGH - QUALITY PAINT -ALL ARTWORK SHOULD BE PRODUCEED ON ADHESIVE VINYL, 3M SCOTCHAL MATTE WHITE. - TO ENSURE THAT THE PAINT DIRES THOROUGHLY, THE BARRICADE SHOULD BE PAINTED SEVEN DAYS BEFORE APPLYING VINYL ARTWORK. -THE APPLE LOGO & URL SHOULD ALWAYS APPEAR OPAQUE WHITE ON A BLACK BACKGROUND. - CONTACT APPLE RETAIL DEVELOPMENT IF THE WALL HAS OTEHR REQUIREMENTS. ARTWORK: - APPLE WILL SUPLLY ALL ARTWORK AS ADOBE ACROBAT PDF FILES. - THE ARTWORK PROVIDED IS BASED ON & SHOULD BE SCALED PROPROTIONALLY HEIGHT OF THE ACTUAL BARRICADE. ADOBE ILLUSTRATOR AND A 10 -FOOT -HIGH BARRICADE TO CORRESPOND TO THE G.C. TO COORDINATE INSTALLATION DATE WITH APPLE DIRECTLY. DO NOT PROCEEDWITHOUT APPLE AUTHORIZATION. BARRICADE ELEVATION GRAPHICS 1. REFER TO SHEET A00.0 FOR RESPONSIBILITY REQUIREMENTS. 2. PROTECT (E) MALL FINISHES THAT WILL REMAIN. PATCH AND REPAIR AS REQ'D TO MATCH TYP. MALL STANDARD FINISHES. 3. TEMPORARY BARRICADE(S) SHALL NOT BE REMOVED AND TENANT SHALL NOT OPEN FOR BUSINESS UNTIL ALL INSPECTOR � FIRE INSPECTIONS S AND THE MANAGEMENT GIVES APPROVAL TO OPEN FOR BUSINESS. 4. G.C. TO COORDINATE DOOR ACCESS LOCATION WITH LANDLORD & /OR APPLE BARRICADE GRAPHICS. 5. ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED AND AVAILABLE FOR INSPECTION UPON REQUEST. 6. NOTIFY ARCHITECT IF BARRICADE CONDITIONS DIFFER FROM 7. PROVIDE AND INSTALL CONT.INDOOR/ OUTDOOR CARPET WHERE METAL TRACK AND STRUTS BEAR ON MALL TILE FLOOR. ANY DAMAGED MALL TILE SHALL BE REPLACED BY G.C. AT G.C. EXPENSE. 8. CONTRACTOR RESPONSIBLE FOR FINAL DESIGN & CONSTRUCTION OF BARRICADE TO MEET ALL APPLICABLE CODE REQUIREMENTS & TO PROVIDE SAFE CONDITIONS FOR ALL PASSING PEDESTRIANS/ SHOPPERS/ WORKERS. 9. G.C. TO INSTALL WHITE BUTCHER PAPER ORIENTATED VERTICALLY ON INT. SIDE OF STOREFRONT GLAZING PRIOR TO BARRICADE ANIND IT SHALL BE MAINTAINED IN SHEET NOTES 4' -0" 3' -0" MIN. j LEASE LINE (E) MALL BULKHEAD (WHERE OCCURS) VARIES B.O. BULKHEAD INTERIOR LOCATIONS: VISQUEEN DUST BARRIER OVER 25 GA. X 3 -5/8" METAL STUDS AT 24" 0.C. SECURE TO (E) BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH AND PAINT TO MATCH EXISTING. INTERIOR LOCATIONS: 5/8" GYP. BD. -MUD & TAPE JOINTS INTERIOR LOCATIONS: 3 -5/8" X 25 GA. METAL STUD BRACING AND BOTTOM STRUTS AT 10' -0" 0.C, MAX. SECURE BOTTOM STRUTS WITH SANDBAGS, AS REQ'D. SECTION 1/4 " =1-0" SCALE 14 (E) DEMISING WALL - (E) DEMISING WALL TO REMAIN U.O.N. MAINTAIN RATED SEPARATION, TYP. CONSTRUCTION BARRICADE - SEE DETAIL 15 FOR CONSTRUCTION DETAILS BARRICADE BY TENANT @ TENANT'S COST KEY NOTES 15' -6" B.O. MALL BULKHEAD 3' -0 "W X 7' -0 "H (PR) HOLLOW -CORE ACCESS DOORS W/ SECURE LOCKABLE HARDWARE BY CONTRACTOR (WHERE OCCURS) PAINT lP101 PAINT IP10l i 36' -0" INTERIOR LOCATIONS: VISQUEEN DUST BARRIER OVER 25 GA. X 3 -5/8" MTL. STUDS AT 24" 0C: SECURE TO (E) BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH AND PAINT TO MATCH EXISTING FINISHES. INTERIOR LOCATIONS: GYP. BOARD - MUD AND TAPE JOINTS BARRICADE GRAPHICS: VINYL APPLE LOGO AND TEXT TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR PER APPLE /LANDLORD APPROVED LAYOUT. ONLY APPLE SUPPLIED ORIGINAL ARTWORK/ TEXT FILES TO BE USED FOR PRODUCTION OF GRAPHICS. G.C. TO COORDINATE OBTAINING GRAPHICS FILES WITH APPLE DEVELOPMENT MANAGER. G.C. TO PROVIDE DIGITAL PHOTOS OF COMPLETEED BARRICADE & GRAPHICS INSTALLATION IMMEDIATELY UPON COMPLETION TO APPLE D.M. G.C. TO MAINTAIN CLEAN PAINTED CONSTRUCTION BARRICADE FOR DURATION OF PROJECT. WHEN MALL PROVIDED CONSTRCUTION BARRICADE IS REQUIRED, GENERAL CONTRACTOR TO CONTACT MALL MANAGEMENT AND COORDINATE INSTALLATION. G.C. TO COORDINATE INSTALLATION DATE WITH APPLE DIRECTLY. DO NOT PROCEEDWITHOUT APPLE AUTHORIZATION. BARRICADE ELEVATION 36' -4 1/2 " 'k LEASE LINE North REVIEWED FOR ODE COMPLIANCE APPROVED JUL 21 1008 City Of Tukwila BUILDING DIVISION _? CITY OF TUKWILA JUL 10 ?Oi)8 PERMIT CENTER BARRICADE PLAN N.T.S. SCALE 1/4 " =1' -0" SCALE 1/4" =1' -0" SCALE 3 2 1 H:\Projects\Apple\Southcentencaddapsct\Sheets\apsct_a-011.sht 7/8/2008 8:57:06 AM DRAWING SET DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com CHITECT MARTIN LEE HILL _TAPE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS PROJECT NO. 207051 .53 DRAWING TITLE CONSTRUCTION BARRICADE PLAN AND DETAILS A01.1 DATE 05/12/08 06/09/08 06/26/08 (E) DEMISING WALL - (E) DEMISING WALL TO REMAIN U.O.N. MAINTAIN RATED SEPARATION, TYP. CONSTRUCTION BARRICADE COORD. W/ DETAILS 1/A01.1 AND SWS SET FOR ADDITIONAL CONSTRUCTION BARRICADE INFO. STOREFRONT - (E) STOREFRONT ASSEMBLY TO BE REMOVED. PROTECT (E) MALL BULKHEAD, FLOORING AND NEUTRAL PIER FINISHES. G.C. TO REPLACE / REPATIR DAMAGED MALL FINISHES AS REQ'D. STRUCTURAL COLUMN - (E) COLUMN TO REMAIN, REMOVE (E) FINISHES FURRING OR SHEATHING. mAINTAIN (E) FIRE RATING. DOOR / FRAME ASSEMBLY - REMOVE (E) DOOR, FRAME CEILING AND SOFFIT - REMOVE (E) SOFFIT, ACOUSTICAL TILE CLG. OR GYP. BD. CLG. AND ASSOC. SUPPORT WIRES / FRAMING U.O.N. PLUMBING LINES - REMOVE (E) PLUMBING LINES AND FLOOR DRAINS TO CONCRETE FLOOR SLAB BELOW - CAP AS REQUIRED PATCH SLAB TO MATCH (E). COORDINATE WITH LANDLORD REPRESENTATIVE. REMOVE HVAC UNITS, COORDINATE WITH MECHANICAL DRAWINGS COORDINATE REMOVAL OF EXISTING DUCT WORK WITH MEP DRAWINGS. EXISTING NEUTRAL PIERS TO REMAIN. PATCH AND REPAIR AS REQUIRED. FLOORING - REMOVE EXISTING FINISH FLOOR TO FLOOR SLAB. CLEAN EXISTING CONCRETE. FLOOR SLAB TO ACCEPT NEW FINISH FLOORING, CONCRETE TO BE SMOOTH, LEVEL AND FREE OF ANY DEPRESSIONS. COORDINATE WITH A02.0. (E) COLUMN TO BE REMOVED BY THE MALL UNDER SEPPARATE PERMIT. FURNITURE AND FIXTURES - REMOVE (E) SALES FIXTURES, FURNITURE AND SUPPLIES. LIGHT FIXTURES - REMOVE ALL EXISTING LIGHT FIXTURES AS REQUIRED. PARTITIONS - REMOVE (E) INTERIOR PARTITIONS, COUNTERS AND ASSOCIATED ELECTRICAL EQUIPMENT U.O.N. COORDINATE EXTENT WITH CONSTRUCTION PLAN. SEE A02.0. UNDERGROUND UTILITIES - VERIFY ALL UNDERGROUND UTILITIES BEFORE ALL FLOOR CUTS. X -RAYS OR SONAR REQUIRED. COORDINATED WITH LANDLORD REPRESENTATIVE. REMOVE PORTION OF PARTITION SHOWN DASHED. COORDINATE EXTENT WITH CONSTRUCTION PLAN A02.0 REMOVE EXISTING POWER AND DATA. PATCH AND REPAIR FLOOR AS REQUIRED. KEY NOTES 1. REFER TO SHEET A00.0 FOR RESPONSIBILITY REQUIREMENTS. 2. PROTECT (E) MALL FINISHES THAT WILL REMAIN. PATCH AND REPAIR AS REQ'D TO MATCH TYP. MALL STANDARD FINISHES. 3. TEMPORARY BARRICADE(S) SHALL NOT BE REMOVED AND TENANT SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, FIRE INSPECTOR, AND THE BUILDING INSPECTOR APPROVES FINAL INSPECTION AND THE MALL MANAGEMENT GIVES APPROVAL TO OPEN FOR BUSINESS. 4. G.C. TO COORD. DOOR ACCESS LOCATION WITH LANDLORD & /OR APPLE BARRICADE GRAPHICS. 5. ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED AND AVAILABLE FOR INSPECTION UPON REQUEST. 6. NOTIFY ARCHITECT IF BARRICADE CONDITIONS DIFFER FROM DRAWINGS. 7. PROVIDE AND INSTALL CONT. INDOOR/OUTDOOR CARPET WHERE METAL TRACK AND STRUTS BEAR ON MALL TILE FLOOR. ANY DAMAGED MALL TILE SHALL BE REPLACED BY G.C. 8. CONTRACTOR RESPONSIBLE FOR FINAL DESIGN & CONSTRUCTION OF BARRICADE TO MEET ALL APPLICABLE CODE REQUIREMENTS & TO PROVIDE SAFE CONDITIONS FOR ALL PASSING PEDESTRIANS / SHOPPERS / WORKERS. 9. G.C. TO INSTALL WHITE BUTCHER PAPER ORIENTATED VERTICALLY ON INT. SIDE OF STOREFRONT GLAZING PRIOR TO BARRICADE REMOVAL. 10. G.C. TO COORDINATE DEMOLITION OF ALL FIRE ALARM AND SPRINKLER EQUIPMENT WITH LANDLORD REPRESENTATIVE. 11. G.C. TO COORDINATE CUTTING AND TRENCHING OF FLOOR SLAB WITH LANDLORD REPRESENTATIVE. /c P LOP4PLI 6 PPROVED E SHEET NOTES 34 -5" IJL TO LL 8' -9 3/8 " LL TO LL 5 -8" LL TO LL 178' -3 1/4 " LL TO LL > > 129' -4 7/8 " LL TO LL JUL 21 2008 City 11 BUILDING k ►rlr�f� V I � IC N_ 4' -0" BARRICADE North RECEIVED CITY OF TUKWILA JUL 10 ZOO PERMIT CENTER DEMOLITION PLAN 3/16 " =1' -0" SCALE 1 H:\Projects\Apple\Southcentencaddapsct\Sheets\apsct_a-012.sht 7/8/2008 8:57:43 AM PROJECT NO. 207051 .53 DRAWING SET DRAWING NO. a 35 CALLISON CALLISON www.callison.com MARTII LEE HILL ;STATEOF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS DRAWING TITLE DEMOLITION PLAN A01.2 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 06/26/08 L1 STOCK ROOM SEE FIN. SCHED. A00.4 1 476.7 SQ. FT. • 5'-10" HALLWAY SEE FIN. SCHED. A00.4 1338.9 SQ. FT.I 19' -4 3/4 " MANAGER!'S OFFICE SEE FIN. SCHED. A00.4 86.7 SQ. FT. 48'-9 1/4 5' -3" TOILET ROOM SEE FIN. SCHED. A00.4 147.2 SQ. FT 4' -0" GENIUS ROOM SEE FIN. SCHED. A00.4 2 09.4 SQ. FTI 5' -3" 6' -6 3/8 • LEASE LINE, TYP. V.I.F. O2 (E) DEMISING WALL STUDS BY LANDLORD, GYP. BD. BY TENANT ON TENANT'S SIDE ONLY O3 FLOAT OUT (N) CEMENTITIOUS FLASHING TO PROVIDE 1 : 50 MAX SLOPE FROM FOH TILE FINISH FLOOR TO (E) BOH SLAB ELEVATION O FIRE EXTINGUISHER CABINET/ THERMOSTAT SENSOR/ STROBE. SEE 1/A11.7 FOR ELEVATION O SURFACE MOUNTED FIRE EXTINGUISHER. MOUNT AT 48" TO TOP OF UNIT. O s CORNER GUARD - TYP. AT BACK OF HOUSE CORNERS AS NOTED. AMERICAN FLOOR PRODUCTS CO, LUNAR STYLE L -1; SEE 6/Al2.4 Oi TOILET ROOM - FOR ACCESSIBILITY CLEARANCES SEE SHEET A00.1 O STONE STOPS 1 1/2" PAST FACE OF STAINLESS PANELS. TYP. AT ALL BAYS Os STONE EXTENDS UNDER FULL DEPTH OF CREDENZAS TYP. AT GENIUS to NOT USED t t NOT USED tz TENANT'S TILE FINISH TO (N) STOREFRONT POP OUT LINE. t3 CONFIRM NEUTRAL PIER CONDITION AT LAYOUT OF STORE. COORDINATE WITH ARCHITECT IF THERE ARE ANY DISCREPANCIES. to SINK IN CABINET t5 COORDINATE ACCESS PANEL LOCATION WITH LCD MONITOR BACKBOARD KEY NOTES \ JjANITOR'S CLOSET SE E FIN. SCHED. A00.4 4.1 SQ. FT.I c. OF FEC 7' -6" SIM SIM YP. - OF- -TILE- -GROUT JOINTrMGL TO S.S. PANEL 1 OF -- FIN; )\ND TIL- GRt)lJT JOIN OF FIN !AND T LE GROUT JOINT ■ ■■■■■Ill XX O DOOR NUMBER, SEE SHEET A00.4 PARTITION TYPE. SEE SHEET A00.5 NON -RATED PARTITION 1HR-RATED WALL (E) DEMISING WALL /INTERIOR PARTITION LEASELINE TILE LAYOUT OVERSIZED TILE e - 1-- PARTITION &SHEET LEGEND SALES AREA SEE FIN. SCHED. 10/A00.4 1 3240.3 SQ. FT.I - OF _F1N' AND TILE GROUT JOINT OF FIN AND TILE GROUT... JOINT T 100'-0" OF - FIN AND TILE GROUT JOINT OF FIN AND TILE GROUT JOINT ADJACENT TENANT I I I I • ADJACENT TENANT q_ OF FIN_,_ AND___ TILE GROUT JOIN OF FIN AND TILE I GROUT JOINT • PARTITION SHEET NOTES 1. THE MASTER GRID LAYOUT IS COMPOSED OF A 2' -6" X 2' -6" GRID, AND ORGANIZES ALL COMPONENTS OF THE SALES AREA DESIGN. THE LOCATION OF THE STOREFRONT, THE DISPLAY AREA, WALLS, STONE FLOORING, CEILING ELEMENTS, DISPLAY FIXTURE POWER AND DATA, GRAPHICS, LIGHT FIXTURES, HVAC ELEMENTS AND OTHER EQUIPMENT IS DETERMINED BY THIS MASTER LAYOUT GRID. 2. THE STARTING POINT OF THE MASTER GRID LAYOUT IS THE INSIDE FACE OF GLASS AND THE CENTER OF THE SALES AREA. 3. GC TO SCHEDULE A MEETING AT THE SITE WITH BOTH THE APPLE DM AND ARCHITECT FOR THE MASTER GRID LAYOUT. 4. CONTRACTOR TO PROVIDE SURVEY OF EXISTING CONDITIONS AND COMPARE TO DESIGN DOCUMENTS FOR DISCREPANCIES PRIOR TO LAYOUT AND APPROVAL OF WALL CLADDING SHOP DRAWINGS AND UNISTRUT SHOP DRAWINGS. 5. CONTRACTORS TO PROVIDE STONE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 6. ANY WOOD IN RATED PARTITION MUST BE FIRE RETARDANT TREATED AND LOCATED WITHIN A RATED ASSEMBLY OR MUST BE DIRECTLY ADHERED TO 5/8" TYPE "X" GYP. BOARD 7. CONTRACTOR TO VERIFY SIZE OF (E) STRUCTURAL COLUMNS. REPORT DIMENSIONS BACK TO ARCHITECT. 8. CONTRACTOR TO VERIFY (E) CONCRETE FLOORS TO BE SEALED ARE LEVEL, CLEAN AND SMOOTH. 9. ANY AND ALL NEW TRENCH LOCATIONS TO BE APPROVED PRIOR TO CUTTING. COORDINATE WITH TENANT BELOW AND MALL OPERATIONS MANAGER. 10. FLOOR STONE STOPS 1 1/2" PAST FRONT FACE OF STAINLESS STEEL AROUND SALES AREA U.N.O. 11. UNISTRUT UCTURALPENGINEERING BY OTHERS. SHOP UNISTRUT DRAWINGS SUBCONTRACTOR O PROVIDE THE ARCHITECT TO ORDERING MATERIAL, FABRICATION AND INSTALLATION, TYPICAL. 12. CONTRACTOR TO COORDINATE SS WALL CLADDING SYSTEM WITH UNISTRUT SUPPORT FRAMING. SS WALL CLADDING SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. TARTIN POINT OF MAS ER LAYOUT GI ID - INS1DE FACE; OF GLASS AND CENTERLINE OF STORE n GE G ATJOIN OF FIN AND TILE GROUT JOINT CONSTRUCTION PLAN AND MASTER GRID LAYOUT MGA Y I of r uk APPR C JUL 21 2008 North 3/16 " =1' - 0" MALL CORRIDOR A08.0 SCALE h :\ projects \apple \southcente r \caddapsct \sh 6�t pEct_a- 0203s10:02 AM ftt STATE OF WA HINGTON 9335 DRAWING NO. CALLISON CALLISON www.callison.com REGISTERED AR IT CT ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERT INO, CA 95014 . l - : 408.974.9093 F: 408.974.7335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON DRAWING SET PERMIT_06 /09/08 DRAWING TITLE CONSTRUCTION PLAN AND MASTER GRID LAYOUT A02.0 DATE 05/12/08 06/09/08 RECEIVED CITY OF TUKWILA JINN 1 mini h:\ projects\ apple \southcenter \cadda psct \sh6E8 J' a t_a- 03C8s51:06 AM CALLISON CALLISON www.callison.com MARTN+I EE Hat. STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE FIXTURE, FURNITURE & DRAWING NO. EQUIPMENT PLAN AND SCHEDULES A03.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408,974.7335 RECEIVED CITY OF TUKWILA JUN 1 CUUU PERMIT CENTER N TYPE COUNT DESCRIPTION MANUFACTURER PRODUCT NO. DTL. REMARKS 0 C TYPE COUNT DESCRIPTION MANUFACTURER PRODUCT NO. DTL. REMARKS 0 C GENIUS ROOM MULTI- PURPOSE/ MEETING ROOM E100 0 WORK BENCH G.C. N/A PL -1 OVER 1" MDF E308 1 TABLE ERG PF48D -1441 WITH 2" GROMMET, GRO1 E102 5 DRAFTING CHAIR BIOFIT 4X64- C -ATF -R CHROME PLATED SERIES. FABRIC: MICRON BLACK VINYL E400 4 TASK CHAIR OFFICE STAR 5500 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS 0 RECESSED FEC. SEE DETAIL 1/A11.7 E103 6 1 0 2 SHELVING UNIT, MED - OPEN PEDESTAL FILE CABINET WHITE /CORK BOARD COMBO MOBILE TOOL CART QSHELF HON GBC QUARTET CLARKE QMD361896 23820 -L S554 (4'x3') CBB 215 3/12.2 3/Al2.2 9/Al2.2 1/Al2.2 COLOR: PUTTY (AT ADMIN STATION IN GENIUS RM) DATA/ELECTRICAL 0 SURFACE MOUNTED FEC. 0 %PgING BOCAT RE SET SE E ME DWGS. ION & FOR COO RDINATE FINAL LOCATION WITH APPLE REPRESENTATIVE O ACCESS HATCH FOR GENIUS LOGO. REFER TO DETAIL 13/Al2.2 E107 E900 2 2AV /DATA RACK TELEPHONE TERMINATION BOARD CLOSET ATK 1/Al2.3 1/Al2.3 (N) 4'X4' FIRE TREATED PLYWD. TEL TERMINATION BOARD. SEE ELEC. DWGS. MOUNT ABOVE DATA RACK ®7-1" TO BOTTOM OF BOARD. SEE DET. 1/Al2.3 E109 E901 1 E110 JANITOR'S E111 5 LCD WALL MOUNT ERGOMART SAA7000-800- 10113/Al2.2 E701 1 MOP SINK AMTEKCO MMS- 14850101 5/Al2.1 INSTALL WITH 8' HIGH F.R.P. ON ALL FOUR WALLS O BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1A/A00.6 E112 5 1 LOT UNDERCOUNTER LIGHT TASK CHAIR SHELVES ALKCO OFFICE STAR KV HP121/4100K 5500 82 & 182 14/Al2.2 5/Al2.3 INSTALL AT EACH GENIUS STATION MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS LOT 1 SHELVES MOP STRIP MOUNTED KV SWANSTONE 82 & 182 MS -2437 1/Al2.1 1/Al2.1 / THREE SPRING LOADED RUBBER HANDLE HOLDERS MOUNTED ON A STANLESS O BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1C/A00.6 O BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1 E /A00.6 O BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1F/A00.6 O BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1J/A00.6 E702 E400 E703 E702 TOILET STEEL BRACKET 3' x 23" ROOM RECEIVING E801 2 LAVATORY MOUNTED SOAP DISPENSER BOBRICK B -82216 3/Al2.1 E107 1 1 2 LOT PEDESTAL FILE CABINET SHRINK WRAP W/ HEAT GUN TASK CHAIR SHELVES HON ULINE OFFICE STAR KV 23820 -L H -140 5500 82 & 182 7/Al2.0 5/Al2.3 COLOR: PUTTY WITH HEAT GUN MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS E802 2 2 2 1 2 PAPER TOWEL DISPENSER/ WASTE RECEPTACLE TOILET ROLL HOLDER TOILET SEAT PAPER DISPENSER SANITARY NAPKIN DISPOSAL MIRROR BOBRICK BOBRICK BOBRICK BOBRICK BY CONT. B -38034 B -6977 B -3013 B -35303 1/4" MIRROR 3/Al2.1 3/Al2.1 3/Al2.1 3/Al2.1 2A/Al2 AT WOMEN'S & UNISEX TOILET ROOM ONLY L - MOLD FRAME © T &B, BRIGHT ANODIZED FINISH, SEE 12/Al2.1 0 BACK OF HOUSE SIGNAGE; REFER TO DETAIL 3A/A00.6 tt BACK OF HOUSE SIGNAGE; REFER TO DETAIL 13C/A00.6 (LOCATE PER SITE CONDIITION) 0 BACK OF HOUSE SIGNAGE; REFER TO DETAIL 13D/A00.6 0 BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1 D/A00.6 (WOMEN) E202 E803 E400 E804 E702 E805 BREAK AREA E806 E300 10 BOX LOCKERS - MULTIPLE TIER PENCO 8/Al2.3 WITH L TS; HO BLACK T DIGI OUC OCK H P NICKEL STV VERTICAL MOUNTING PLATE USING STD UNIT WITH PULL HANDLE E807 AS READ. GRAB BARS BOBRICK B -5806 3/Al2.1 1 1 /4 DIA. STAINLESS STEEL FINISH 14 BACK OF HOUSE SIGNAGE; REFER TO DETAIL 1 D/A00.6 (MEN) E301 1 COAT RACKS KV 192 &750 -5CHR 18/Al2.0 USE KV 85 & 185 BRACKETS & CHROME ROD E808 2 COAT HOOK/ DOOR STOP FSB 3646 2D/Al2.1 INTEGRATED DOOR STOP, STAINLESS STEEL FINISH E302 1 REFRIGERATOR KITCHEN AID KBRSI 9KTWH VERIFY DOOR SWING SIDE E809 2 FLOOR MTD DOOR STOP FSB 3881 2D/Al2.1 STAINLESS STEEL FINISH E304 1 MICROWAVE OVEN KITCHEN AID KCMSI 555SWH E810 AS REQD. HOSE BIB WOODFORD 75 2B/Al2.1 HOSE BIB TO BE INSTALLED WHERE MOP SINK UNAVAILABLE F305 1 SINK CABINET FETZERS 15/Al2.2 E811 2 FLOOR DRAIN ZURN ZS -415 -B 3/Al2.1 CAST IRON COLLAR WITH STAINLESS STEEL STRAINER E305 1 BREAK SINK ELKAY EG2522 15/Al2.2 WITH CHROME SINGLE LEVER FAUCET, MODEL: LK7422CR E812 2 FAUCET VOLA HV -1 -L LONG LEVER E306 2 VENDING MACHINES TO BE LEASED LOCALLY E813 AS REQD. FAUCET TOTO TEL5GCCN -10 ATL. FAUCET USED ONLY UNDER CODE REQUIRMENT KEY NOTES E307 1 BREAK TABLE ERG PF3060 -1336 STOCKROOM E400 6 6 LOT TASK CHAIR BREAK CHAIR SHELVES OFFICE STAR ALL STEEL KV 5500 NMBL -1 FC 82 & 182 5/Al2.3 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS E500 E501 6 3 15 1 SHELVING UNIT, MED - OPEN SHELVING UNIT, MED - SECURE SHELVING UNIT, ROLLING SYSTEM s STOOL P T OOL TEILHABER TEILHABER DENSTOR CRAMER QMD4824120 QMD4824120- SERIES 500 Al CRA1001 , ALT: AURORA COLOR: GRAY E401 E702 E502 SMALL BUSINESS E503 SHADE HATCHING INDICATES SALES AREA FIXTURES R F U ES AS REFERENCED. E107 E1 O 1 PEDESTAL FILE CABINET A NT E L LECB HON N 0 - 23820 L 1/Al2.0 / 2.0 R� PUTTY COLD U Y E504 E50 1 - STEP S LADDER L DDER 8 I I LOU SV LLE FM 1008 2 LADDERS FOR LOCATIONS W /REMOTE STOCK ROOM E400 1 TASK CHAIR OFFICE STAR 5500 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS E505 1 STEP LADDER - 12' LOUISVILLE FM 1012 j / CROSS HATCHING INDICATES MILLWORK. E702 LOT SHELVES KV 82 & 182 5/Al2.3 E506 1 SERVICE CART VALLEY CRAFT 4972 / PROVIDE SHEET METAL STRAPPING AS REQUIRED. SEE ELEVATIONS/ SECTIONS STANDARD CARE E507 1 HAND TRUCK - 3 -WAY CONVERT VALLEY CRAFT 4972 FOR HEIGHTS. E400 1 TASK CHAIR OFFICE STAR 5500 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS E509 4 HAND TRUCK, 2 -WHEEL VALLEY CRAFT 9020 1. ALL SALES AREA FIXTURES ARE PROVIDED BY OTHERS E702 LOT SHELVES KV 82 & 182 5/Al2.3 E510 10 PEG BOARD (FIELD SIZED) 11/Al2.4 2. SEE SHEET Al2.1 FOR TOILET ROOM FIXTURE LOCATIONS OPERATOR SALES E400 1 TASK CHAIR HON 7901 WITH ADJUSTABLE HEIGHT ARMS -HON 7995, FABRIC: BB11 F118 1 KIDS TABLE (5' X 5') FETZERS ARCHITECT NOTE: E702 LOT SHELVES KV 82 & 182 5/Al2.3 F126 1 CONCIERGE DESK (5' LONG) FETZERS - UPDATE PROTO A14 SERIES SHEETS TO MATCH FIXTURE SIZES AS REFERENCED MANAGER F602 6 SOLUTION TABLE (6' X 10') FETZERS 3/A14.5 E107 1 PEDESTAL FILE CABINET HON 23820 -L 15B/Al2.0 COLOR: PUTTY F604 1 GENIUS CREDENZA (12' -6" LONG) FETZERS ALL KEY PLAN REFERENCES ARE SHOWN ON SHEET A02.0 E400 3 TASK CHAIR OFFICE STAR 5500 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS ° ` F608 1 GENIUS BAR (15' -6" LONG) FETZERS 1/A14.4 PROVIDE CARD READER IF REQUIRED ,� ,o � 4 r E402 1 FLOOR SAFE CSS B2525 E 15D/Al2.0 B- RATE SAFE F612 6 WALL COUNTER (15' BAY) FETZERS 1/A14.0 -wince E403 1 WHITE BOARD 4' X 3' GBC QUARTET QRT -S534 15A/Al2.0 F641 2 CREATIVE COUNTER (15' BAY) FETZERS 1O/A14.3 JUL E404 1 CORK BOARD 4' X 3' GBC QUARTET QRT -S304 15C/Al2.0 F801 2 KID'S SEAT LINEA TATINO� Z00g E405 1 KEY STORAGE CABINET MMF MJM201803003 15D/Al2.0 F802 17 BAR STOOL HERMAN MILLE! AALTO #64000 f � � E702 LOT SHELVES KV 82 & 182 5/Al2.3 F816 2 ETC FREE STANDING (3' X 10') FETZERS 1/A14.7 /A14.7 /�rSi �,, EQUIPMENT LEGEND NOTES III 1 I 1 , 0 I I fi - - - - - - - - - 1 1 R I I - - - - - --- - - - - -- 1 1 IS 1 I 1 - - - - ® I 1 1 1 Q I I - � ` - - - - - - -- I 1 3 I I r - 1 1 P I I - -- -- - - - - - -- 1 OD I 1 1 - - - - - - SI I 1 1 0 I I - - - �� - - - - - - 1 I 1 10 I 1 OSS I ,/ / I I'� i/ - - y - - - - - - - - -I- Ii i 1 1 - - - - - - - 0 HALLWAY TOILET ROOM TOILET ROOM I CREATIVE COUNTER 1 SOFTWARE ( 1 SALE S AREA 1 WALL COUNTER it 1 ,,,,,,,,,,,,,,,,,,,,,,, ... .. ... . � STOCK ROOM I 1 \ 1E5011 n : 36 -- ...E 1 � � fl : ' ;;: ; TT ' : 702 • • 11 I I I • 1 • - ' R -r, I r T - 1 r` T" T - - - - �7" I r� - r - - "r - - 1 -- I r T�' = I - -- . 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E702 1 I - , E103 1 E1031 [ 1 E10 1 1 1 1 1 1 _ 1' I I i 1 i i i i 1 I I I I I I I I 1 1 I I I I 1 ----- l 1 1' I 1 1 11111 , - - - -IC - - - - - - - - 1 OFFICE GENIUS ROOM 1 GENIUS BAS I I 1 I 1 1 WALL COUNTER 1' ` €I ii; _ j I I I I I I I I I I I 1 I I I I I I I I I I I I I ► I ► I I I I I I I I I it I 11 I ! j , North FIXTURE, FURNITURE EQ UIPMENT AND SIGNAGE PLAN 3 / SCALE ° 1 h:\ projects\ apple \southcenter \cadda psct \sh6E8 J' a t_a- 03C8s51:06 AM CALLISON CALLISON www.callison.com MARTN+I EE Hat. STATE OF WASHINGTON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PROJECT NO. 207051 .53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE FIXTURE, FURNITURE & DRAWING NO. EQUIPMENT PLAN AND SCHEDULES A03.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408,974.7335 RECEIVED CITY OF TUKWILA JUN 1 CUUU PERMIT CENTER N STOCKROOM ; " \ \ » ,». ,,, \ i 2 , -0 „ w rzit RECEIVING 4' -0" 2 2 2' -6" , 2 -6" S/B S/C 4' -5" 1 1 1 N 0 - O KEY NOTES DATA EQUIPMENT TERMINATION CABINET SEE ELECTRICAL DRAWINGS (N) 4'X4" FIRE TREATED PLYWD. TELEPHONE TERMINATION BOARD. SEE ELEC. DRWGS. MOUNT ABOVE DATA RACK @ 7'-1" TO BOTTOM OF BOARD. SEE DET. 1/Al2.3 ELECTRICAL PANEL AS REQUIRED ELECTRICAL TRANSFORMER AS REQUIRED THERMOSTAT CONTROLS AT 3'-8" AFF THERMOSTAT SENSOR INTERNALLY ILLUMINATED SIGNBOX ABOVE ENTRY WIREMOLD 6000 PWR /DATA RACEWAY MTD TO UNISTRUT. COORD. LOCATION OF STUB UP W/ FIXTURE SEE 1/A14.4 FOR GENIUS BAR PROVIDE BOH PHONE RINGER IN CASHWRAP BEHIND PRINTER PROVIDE DOORBELL ANUNCIATOR IN SALES FLOOR CEILING ABOVE GENIUS CREDENZA, AS WELL AS ABOVE CEILING AT MGRS OFFICE AND RECEIVING COUNTER. COORDINATE POWER / TELECOM / DATA OUTLET LOCATIONS WITH ELEVATIONS. DETEX ALARM UNIT LOCATION OF SECURITY KEY PAD VERTICALLY ALIGN CENTERLINE OF KEYPAD WITH CENTERLINE OF ROOM- IDENTIFYING SIGNAGE. SEE 3/Al2.3 VERIFY SIZE OF SIGNAGE WITH SIGN DETAILS PROVIDE DOORBELL J -BOX FOR GRAPHIC LIGHT PANEL (ABOVE CEILING). SECURITY KEYPAD - ONLY FOR USE IN REMOTE STOCK CONDITIONS LOCATION OF LUTRON KEY PAD (2) 3/4" CONDUIT UNDER TILE (WITH PULL STRING) SET IN TILE SETTING BED RECESSED UNDER COUNTER DUPLEX OUTLET (PROVIDED BY F.M., CONNECTION BY G.C.) @ G.C. PROVIDED, WALL MTD J-BOX LUTRON PANEL DATA CABLE TERMINATION BY G.C. AT FIXTURE MFG. PROVIDED RECEPTACLE BOXES W /IN MILLWORK FIXTURE. TYP OF 4 PER COUNTER RECESSED UNDER COUNTER DUPLEX OUTLETS, TYP OF 4 PER COUNTER (PROVIDED BY F.M., CONNECTION BY G.C.) @ G.C. PROVIDED, WALL MTD J-BOX STORE ALARM KEYPAD 2 COMPARTMENT FLOOR BOX. SEE ELEC. DWGS. FLOOR MOUNTED CUSTOM FLOOR BOX NO DATA REQUIRED FOR FLOOR BOX Ii+ 1il • III MULTI - PURPOSE ROOM HALLWAY BREAK ROOM —� I ,,,,,,,,, „,,,,,,,,,,,,,»,,,,,,,,,,,,.V. N V V V. ,, ,,, ,VVV.,,,,,,,,,,,,,,,,,,,,V., I I MANAGER'S OFFICE TOILET ROOM QQ GENIUS ROOM JANITOkS CLOSET DUPLEX BELOW COUNTER, SEE ELEVATION 1 CONDUIT FOR POWER 2 CONDUITS FOR DATA 1 SPARE FOR FUTURE POWER OR DATA DS3 BOARD SEE DETAIL FIXTURE MFG. SUPPLIED J -BOX WITHIN MILLWORK (1) OUTLET /J -BOX AT GENIUS CREDENZA FOR LCD SCREEN (1) OUTLET /J -BOX AT GENIUS CREDENZA FOR COMCARD PROXIMITY CARD READER, MOUNT TO INSIDE FACE OF CASEWORK I I _ L 1 0 6, 0 0 (5 4P 4P 0 0 TYP. SALES AREA .. MEM NOV 4 0 4)AL0 0 QUADRUPLEX POWER RECEPTACLE DUPLEX POWER RECEPTACLE DATA CABLE OUTLET WITH 2 PORTS DATA CABLE OUTLET WITH 4 PORTS CUSTOM FLUSH FLOOR MOUNTED BOX WITH: 1 - SIMPLEX POWER OUTLET 1- 2 PORT DATA CABLE OUTLET DATA CONDUIT STUB UP AS NOTED POWER CONDUIT STUB UP AS NOTED WALL JUNCTION BOX AS NOTED POWER, DATA, OR JUNCTION BOX OUTLETS ON WALL MOUNTED RACEWAY AS SHOWN CUSTOM FLUSH FLOOR MOUNTED BOX WITH: 2 - SIMPLEX POWER OUTLETS . OF MASTER GRID LINE TILE GROUT JOINTS SYMBOL LEGEND TYP. 1 TYP. 4 S.L, I I EQ EQ L I D,;ID 00 r T I -r -r 0 I I I t- oir EQ EQ t - - - 1 ti - - -I -- 1 ,— - - 1 t ill v 111 111 111 0 111 111 ID v 111 \rommmm,„ — — — T YP. TYP. L d b 4 4bL r r 1 1 c 1 1 I 1 1 1. ARCHITECTURAL DRAWINGS INDICATE LOCATIONS OF ALL POWER AND DATA FIXTURES. 2. SEE ELECTRICAL DRAWINGS FOR ALL CIRCUITRY AND FIXTURE SPECIFICATIONS. 3. ALL FLOOR MOUNTED OUTLETS IN F.O.H. TO BE LOCATED AT C OR GROUT LINE OF MASTER GRID TILE (U.O.N.), FINISH PLATES TO BE INSTALLED FLUSH W/ TOP OF STONE TILE. 4. G.C. TO COORDINATE SIZE AND NUMBER OF DATA CABLE CONDUITS AS REQUIRED FOR NUMBER OF PORTS SHOWN. 5. ALL UNDERFLOOR CONDUIT TO BE RUN WITHIN TILE MUDSET TO BE 3/4” DIAMETER MAXIMUM. 6. FINAL ELECTRICAL CONNECTION OF FIXTURES TO POWER TO BE PROVIDED BY G.C. 7. POWER AND DATA RACEWAY TO BE "WIREMOLD 6000" SERIES, PREFINISHED IN FACTORY WITH OUTLETS AS SHOWN. PROVIDE WIREMOLD COVERS IN COLOR P2 (WHITE) IN BOH AND COLOR P10 (BLACK) IN FOH AREAS. 8. ALL DATA PORTS AS SHOWN TO INCLUDE CONTINUOUS WIRE DIRECT TO DATA EQUIPMENT LOCATION, SEE 9. ALL DATA WIRING TO BE CAT 6 CABLE (U.O.N.) SHEET NOTES ALL KEY PLAN REFERENCES ARE SHOWN ON SHEET A02.0 EQ UY 0 0 ,c:/HD 0 VY Qb EQ , 1EQ I I E r t I , I 1 r -1 I 1 1 -1 1 I 4W 1 L 1 J _I v W W Q 0 QD 4P v 4D TQ v 4D 4P W Q 0 4P W 6, POWER &COMMUNICATIONS PLAN /co REVIE L Ai APPR JUL 2 1 2008 61111.DIN DIVISION North 3/6 =1' -0„ SCALE h:lprojectsl apple \southcenter \caddapscAsh6i8 t_a- 040:13 AM R CL CALLISON CALLISON www.callison.com ARTI L F LL STATE OF WASHING rON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT Q 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE POWER AND DRAWING NO. A04.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 1: 408.974.9093 F: 408.974.7335 CITY OF TUKWILA JUN 111008 PERMIT CENTiFR DATE 05/12/08 06/09/08 COMMUNICATIONS PLAN 1 o I o I o t I I I ° I r - {� — — . -- — — — — - I t - — . - 3 - — — — 0 � - O C � 0 i I j SS S = =I r = - i s t I l r — � L — J E R 0 FIRE SPRINKLER @ SALES AREA 0 • tzi [E] 2X2 ACOUSTICAL AND GRID EXISTING TO BE REMOVED DENOTES EXISTING TO REMAIN DENOTES EXISTING, RELOCATED FIXTURE CEILING HEIGHT CHANGE FIRE SPRINKLER @ B.O.H. FIRE SPRINKLER @ B.O.H. ACCESS DOOR RECESSED LINEAR DIFFUSER LOCATED IN TROUGH, SEE M.E.P. DRAWINGS EXHAUST FAN SMOKE DETECTOR FIRE STROBE RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER LIGHT BOX/ TRANSLUCENT CEILING PANEL UNIT 2X2 PARABOLIC FLUORESCENT LIGHT FIXTURE 4' -0" LINEAR FLOURESCENT PENDANT UNDER CABINET FLUORESCENT FIXTURE 0 (1 g-1 SB $ $s 04 0 0 s 1 0 D O COMPACT FLOURESCENT DOWNLIGHT EXIT SIGN - RECESSED CEILING MOUNTED ARROW INDICATES DIRECTION OF SIGN EXIT SIGN - RECESSED WALL MOUNTED ARROW INDICATES DIRECTION OF SIGN SPEAKER SPEAKER, SUB WOOFER PROJECTION SCREEN THERMOSTAT LIGHT SWITCH DIMMER SWITCH SECURITY CAMERA MOTION DETECTOR GLASS BREAK DETECTOR EMERGENCY LIGHT TEST PLATE TRAFFIC COUNTER RECESSED CEILING RECEPTACLE LOCATED AT STOREFRONT FIELD SPLICE SHOP SPLICE NEWMAT ACCESS PANEL AT SALES AREA HANGING ROD AT SALES AREA SHOPPERTRAK LEGEND LEASE LINE, TYP. V.I.F. PROVIDE 2-1/8" DIA. HOLES FOR SECURITY DEVICES COORDINATE GANZ ZC -D6000 SERIES CAMERA IN MGR'S OFFICE W/ SWING OF SAFE DOOR STROBE /HORN LOCATION. SEE ELEVATION. STOCKROOM LIGHTING: 2 -LAMP FLUORESCENT- CONT. UNISTRUT HUNG FROM CHAIN COORDINATE LOCATION OF GANZ ZC -D6000 SERIES CAMERA TO VIEW SECURITY CABINETS COORDINATE GANZ ZC -D6000 SERIES CAMERA TO VIEW CORRIDOR /EXIT DOOR COORDINATE GANZ ZC -D6000 SERIES CAMERA TO VIEW RECEIVING COUNTER HAWK -331CD SECURITY CAMERA AT SALES FLOOR NON ACCESSIBLE STRETCHED MEMBRANE CEILING PANEL. COORDINATE GANZ ZC -D6000 SERIES CAMERA TO VIEW FIXED SHELVING RACKS IN GENIUS ROOM SPECIAL FRAMING NECESSARY FOR NEWMAT UPWARD ACCESS ACOUSTICAL PANEL REQUIRES OVERHEAD CLEARANCE A MINIMUM OF 13" ABOVE THE FINISH CEILING HEIGHT 'AND 1 -1/2" GREATER THAN THE NEWMAT ACCESS PANEL WIDTH (SPLIT ON EITHER SIDE OF THE PANEL, TYP. OF 13). 1" X 1" CONTINUOUS "L" ANGLE ACROSS TOP OF TROUGHS (SEE DETAIL 11/A10.2) KEY NOTES 1. ALL LIGHTING FIXTURE /DIFFUSER /SPRINKLER LOCATIONS SHOWN ON ARCHITECTURAL DRAWINGS SUPERCEDE THOSE SHOWN ON ALL OTHER DRAWINGS. 2. G.C. TO VERIFY ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, & CEILING ITEMS NECESSARY TO MAINTAIN SPECIFIED HEIGHTS. ALERT ARCHITECT ABOUT ANY CONFLICTS PRIOR TO CONSTRUCTION. 3. SEE LIGHT FIXTURE SPECIFICATION Sc INSTALLATION MANUAL FOR LIGHT FIXTURE SPECIFICATIONS. 4. FURNITURE, FIXTURES AND EQUIPMENT BELOW SHOWN FOR REFERENCE ONLY. 5. FOR LIGHT FIXTURE ATTACHMENT AND INSTALLATION DETAILS, SEE LIGHT FIXTURE SPECIFICATION Sc INSTALLATION MANUAL. 6. ALL ELEMENTS IN TROUGHS TO BE CENTERED BETWEEN SHORT DIMENSION. 7. REFER TO SHEET A02.0 FOR MASTER GRID LAYOUT. 8. NEWMAT PANEL JOINTS MUST ALIGN WITH THE KIKUKAWA TROUGH JOINTS. IN THE EVENT OF CONFLICT BETWEEN LOCATIONS AND DIMENSIONS, THE ARCHITECTURALLY APPROVED KIKUKAWA DRAWINGS SHALL PREVAIL. ALL KEY PLAN REFERENCES ARE SHOWN ON SHEET A02.0 REFLECTED CEILING PLAN CODE COMPLIANCE APP ROVED JUL 21 2008 BUILDING DIVIS_LON Tukwila 3/16 " =1' -0" SCALE SHEET NOTES 0 0 0 • • 0 • i 0 • 1- - - - - -- 0 0 0 • 0 E 1 MULTI - PURPOSE FROOM 2X2 ACT @ 10' -0" AFF 1 HALLWAY BREAK ROOM RESTROOM PAINTED GYP @ 9' -0" AFF JANITOR'S CLOSET, 2X2 ACT @ 10' -0" AFF PAINTED GYP SOFFIT @ 9' -0" AFF 2' -3" 0 SALES AREA 1 1 40 0 . 0 imor I (i) 1 I 1 0 1 1 0 0 I m 1 1 :: I 1 s. k . I • STOCK ROOM OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE - - - - - - - - - - 1 MANAGER'S 2X2 AC t @ 10' -0" 2X2 ACT @ 10' -0" AFF OPEN TO STRUCTURE ABOVE 1 J 1 Ti(P. PAINTED GYP SOFFIT @ 9' -0" AFF GENIUS ROOM 2X2 ACT @ 11-0" AFF r -- i4 1 11 0 0 -, .; k�-...,.,............,.,...,..............,...., ........................,.. — :., : &t: �:.... :: $.::...—.....—.:........... .,.— ........,,,..'...— ..,... —.. :,} .. — .,.,..,......... —: tom:..:,— ::, -::. ::.:..., I I I I I I I I 0 PANELIZED CEILING @ 11-0" 0 D OI) - F 1 0 c• OF TROUGHS - -- , I �_ ., � i STAINLESS STEEL PANEL @ 8' -10" AFF North h:\ projects\ apple\ southcenter \caddapscAsh6MaptIct_a -05 3:18 AM CALLISON CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 PERMIT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE REFLECTED DRAWING NO. CEILING PLAN A05.0 APPLE INC.. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 RECEIVED CITY OF TI JKWILA JUN 11 ZU(lti DATE 05/12/08 06/09/08 I/ 6' -3" OVERLAP i EXTENT OF GLASS PANEL /IN CLOSED POTION /6' -5" OVERLAP EXTENT OF pLASS PANEL IN OPEN POSITION LEASE LINE EXISTING MALL FASCIA / LIGHT TROUGH 1 ," JOINT BETWEEN PANELS, TYP MALL NEUTRAL PIER CAP, TYP STAINLESS STEEL PANELS, TYP ADJACENT TENANT, TYP • / EXISTING MALL SKYLIGHT 1/8 " 1/8 2' -0" 8' -8 7/8 DISPLAY WINDOW APPLE LOGO, (0 5' HIGH 12' -5 7/8 2' -0" 30' -0" 36' -0" 11 LEASE LINE TO LEASE LNE 1/8 " 8' -9" 12' -6" 8' -9" CLEAR OPENING DISPLAY WINDOW EXISTING MALL SKYLIGHT 1/8 " 2' -0" 2 -0' TYP. v PO - m - 52_, +15' -6" (MALL) AFF T.O. FASCIA 0' -0" SALES FIN FLR - MALL FIN FLR 8' -6 3/4 " STAINLESS STEEL PANELS WITH INTERNALLY ILLUMINATED 5' -0" APPLE LOGO NOTE: ONLY WHERE THE LOCAL JURISDICTION CODE REQUIRES, SELF- ADHESIVE VINYL CRASH DECALS ARE TO BE PROVIDED ON INTERIOR FACE OF STOREFRONT GLAZING AT 58" A.F.F. AND 8" 0.C. CODE EV WED CC / IN C ' APP ROVED JUL 21 2008 RECEIVED CITY OF TUKWILA JUL 10 2008 PERMIT CENTER STOREFRONT ELEVATION 1/2 " =1' -0" SCALE 1 H:\Projects\Apple\Southcenter\caddapsct\Sheets\apsct_a-060.sht 7/8/2008 8:59:11 AM CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com MARTIN LEE HILL STATE OF WASHINGTON Apple Inc WESTFIELAD S OUTHCE'NTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 PERMIT REVISIONS 06/26/08 PROJECT NO. 207051 .53 DRAWING SET DRAWING TITLE STOREFRONT ELEVATION DRAWING NO. A06.0 8' -8 7/8 " STORE & ENTRY WALL 12' -5 I ' 3/4 " 30'1 -0" 35'' -0" LL TO LL 8' -8 7/8 " 11' -10 1/4" A.F.F. / B.O. CLG. ( 0 11' -0" A.F.F. MEMB OLO"(0 -0'- 15/8 ", MALL FINISH FLOOR INTERIOR STOREFRONT ELEVATION - FIXTURE & S.S. PANEL LAYOUT INTERIOR STOREFRONT ELEVATION - POWER LAYOUT INTERIOR STOREFRONT ELEVATION - UNISTRUT LAYOUT (FOR REF ONLY) 1/4 " =1-0" SCALE 1/4 " =1' -0" SCALE 1/4 " =1-0" SCALE 11 STORE & ENTRY WALL 0' -O" FIN. FLOOR -0'- 15/8" 0 MALL FINISH FLOOR 10 sinumisigissimmovili MEMB:: L 11' -10 1/4" A.F.F. B.O. CLG. 11' -0" A.F.F. MALL FINISH FLOOR 9 STORE & GENIUS WALL 30'f-0" 35'' -0" LL LL Vm 9r 11' -10 1/4" A.F.F. B.O. CLG. 11' -0" A.F.F. B.O. MEMBRANE CLG. 8' -10" A.F.F. B.O. SOFFIT OLO"gik FIN. FLOOR -0'- 15/8" 4, MALL FINISH FLOOR REAR WALL ELEVATION FIXTURE & S.S. PANEL LAYOUT PROVIDE J -BOX FOR LOGO LIGHT BOX J-BOX IN WALL ASSEMBLY MOUNTED TO UNISTRUT. CONTRACTOR TO CONNECT POWER TO BUILT -IN CABINET AT 12" AFF PROVIDE J -BOX AND OUTLET FOR COM CARD OUTLET FO STORE & GENIUS WALL 1 J -BOX FOR LCD SCREEN I V EXIT / / / / L L CODE COMPLIAAIC AP PROVE JUL 21 21108 BUILDING 414% oms O 11-10 1/4" A.F.F. B.O. CLG. 11' - 0" A.F.F. B.O. MEMBRANE CLG. OLO"dik FIN. FLOOR my -0' -1 5/8" Y MALL FINISH FLOOR REAR WALL ELEVATION - POWER LAYOUT 11' -10 1/4" A.F.F. B.O. CLG. 11' -0" A.F.F. B.O. MEMBRANE CLG. RECEIVED CITY OF TUKWILA JUL 10 2000 PERMIT CENTER 0' -0" FIN. FLOOR -0'- 15/8" 4 MALL FINISH FLOOR Y REAR WALL ELEVATION - UNISTRUT LAYOUT (FOR REF ONLY) 1/4 " =1-0" SCALE 1/4 " =1-0" SCALE 1/4 " =1-0" SCALE 3 2 1 H:\ Projects \Apple \Southcenter \caddapsct \Sheets \apsct_a- 070.sht 7/8/2008 8:59:59 AM Apple Inc w- WE`STFIELD y SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS PROJECT NO. 207051 .53 DRAWING SET DRAWING NO. CALLISON CALLISON www.callison.com J3 MARTIN LEE HILL STATE OF WASHINGTON COPYRIGHT © 2008 CALLISON DRAWING TITLE SALES AREA ELEVATIONS- REAR WALL & INTERIOR STOREFRONT A07.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 06/26/08 1 1 1 r %ULI IX V/1111 VVIVV I IVIY UVALJ IN RACEWAY FOR U.C. OUTLETS 1 J BOX FOR GRAPHIC PANELS 1 J BOX FOR GRAPHIC PANELS 1 1 1 1 + R I 0 I 0 I 0 'ANEL G ' 'ANEL G'.' ' 'ANEL ' GR'' - - PANEL "„L -,l " `-" „ t/L 01.-, ' „ .17/'• Z -.l • , \ /� \ , 3' -10 1/4 " il, � i ; ;11 I!!1 9!1 I!!1 1!!1 L4J 1!21 MI I!!1 Iul Itl1 I!!1 I!!I I!!1 l J MI MAI Iu1 1!!1 Inl u!1 ltl1 Iil1 L41 u!1 A A ^ ^ n n r 1' - 10" 1' -10" / 1 10 , 0 III IDI C Akin nATA Tn Dr 1,In'InITrn WOOD COUNTER, TYP. WIREMOLD 6000 CONTINUOUS 10 RACEWAY BEHIND FINISH PANEL, FIELD PAINT BLACK DUPLEX AND DATA TO BE MOUNTED IN THE TRAY BEHIND THE COUTNER wlDr►Anl n anon rnnl TlAll lnl lc ortrrw AY A11 11' -10 1/4" A.F.F. B.O. CLG. 11' -0" A.F.F. B.O. MEMBRANE CLG. 8' -10" A.F.F. B.O. SOFFIT \I/FIN. FLOOR 4 - 0-1 5/8" MALL FINISH FLOOR 10 1/4 " EAST INTERIOR ELEVATION - S.S. WALL PANEL LAYOUT 1/4 " =1' -0" SCALE 3 11' -10 1/4" A.F.F. B.O. CLG. 1T -0" A.F.F. B.O. MEMBRANE CLG. 8'-10" A.F.F. B.O. SOFFIT 0' -0" FIN. FLOOR 0'- 15/8" MALL FINISH FLOOR IN THE TRAY BEHIND THE COUTNER FIELD PAINT BLACK J.J. PANELS 1 N/ RECESSED STANDARDS POWER & DATA RECEPT ON UNDERSIDE OF COUNTER MOUNTED BY FIXTURE MANUFACTURER. SEE ELEC. DWGS FOR POWER & DATA REQUIRMENTS. N ThE VIEWELOk CODE COMPLIANCE AP PROVED JUL 21 2008 City Of Tukwila B ILDINC D SION EAST INTERIOR ELEVATION - POWER AND DATA LAYOUT EAST INTERIOR ELEVATION - UNISTRUT LAYOUT (FOR REF ONLY) 1/4 " =1' -0" SCALE 11' -10 1/4" A.F.F. B.0. CLG. 11'-0" A.F.F. B.O. MEMBRANE CLG. 8'-10" A.F.F. B.0. SOFFIT 0' -0 FIN. FLOOR 0'- 15/8" MALL FINISH FLOOR LIGHT�$OX A EXTENT OF GRAPHIC PANEL, TYP t LIGHT BOX u EXTENT OF GRAPHIC PANEL, TYP 1/4 " =1-0" SCALE 2 1 h:\ projects \apple\southcenter \caddapsct\sh @p8ct_a- 07Bt8:33 AM 9335 CALLISON CALLISON www.callison.com AATIN STATE OF WASHINGTON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 9.5014 T: 408.974.9093 F: 408.974.7335 Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT Q 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 RECEIVED CITY OF TUKWILA JUN 1 1 ZUU8 PERMIT CENTER DRAWING SET PERM IT_06 /09/08 DATE 05/12/08 06/09/08 DRAWING TITLE SALES AREA ELEVATIONS- DRAWING NO. SOUTH WALL A07.1 11' -10 1/4" A.F.F. B.O. CLG. S W-0" A.F.F. B.O. MEMBRANE CLG. A.F.F. B.O. SOFFIT 0' 0 FIN. FLOOR -0'- 15/8" MALL FINISH FLOOR 10' -0" 15' -0" 15'-0" 15' -0" 15' -0" 15' -0" 3'-4" 4' -2" 2' -6" L 5' -0" 10 1/4 ' WEST INTERIOR ELEVATION - S.S. WALL PANEL LAYOUT WEST INTERIOR ELEVATION - POWER AND DATA LAYOUT WEST INTERIOR ELEVATION - UNISTRUT LAYOUT (FOR REF ONLY) 1/4 " =1-0" SCALE $ 11' -10 1/4" A.F.F. B.O. CLG. S W-0" A.F.F. B.O. MEMBRANE CLG. 8' -10" A.F.F. B.O. SOFFIT 0' -0" FIN. FLOOR -0'-1 5/8" MALL FINISH FLOOR J BOX FOR GRAPHIC PANEL S.S. PANELS W/ RECESSED STANDARDS WIREMOLD 6000 CONTINUOUS RACEWAY BEHIND FINISH PANEL, FIELD PAINT BLACK 1-1 POWER & DATA RECEPTACLES ON UNDERSIDE OF COUNTER MOUNTED BY FIXTURE MANUFACTURER. SEE ELEC. DWGS FOR POWER • 17 1 r•1 SE 1 un WSJ 11.211 1121 r, MEI 1 ,_ 9 „ 1 . - 1 ' -9 „ 1 1 ' - 1 1 ' -9 „ 1 ,_ 9 „ 1 . - WOOD COUNTER, TYP. & DATA REQUIRMENTS. J BOX FOR GRAPHIC PANELS J BOX FOR GRAPHIC PANELS WIREMOLD 6000 CONTINUOUS RACEWAY, FIELD PAINT BLACK - 321 CODE COMPLIANCE REVIEWED P` APPROV JUL 21 2008 Cit Of Tukwila DUPLEX AND DATA TO BE MOUNTED IN THE TRAY BEHIND THE COUTNER BUILDING DIVISION 1/4 " =1-0" SCALE 3 2 4 11 -10 1/4" A.F.F. B.O. CLG. A.F.F. B.O. MEMBRANE CLG. S 8'-10" A.F.F. B.O. SOFFIT 0' -0" FIN. FLOOR 0'- 15/8" MALL FINISH FLOOR J EXTENT OF GRAPHIC PANEL, TYP u 1- A LIC1#T °BOX EXTENT OF GRAPHIC PANEL, TYP LIGHT <BOX LIGHi���pX 1/4 " =1' -0" SCALE 1 h:\ projects\ apple\ southcenter \caddapsct \shM2008ct _ a- 0723aj:38 AM CALLISON CALLISON www.callison.com Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT 06/09/08 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408,974.7335 DATE 05/12/08 06/09/08 RECEIV CITY OF TUKWILA JUN 1 1 2006 PERMIT CENTER DRAWING TITLE SALES AREA ELEVATIONS- DRAWING NO. NORTH WALL A07.2 t 2' -7 7/8 " EQ A lol 11' -10 1/4" A.F.F. CEILING BEYOND 11' -0" A.F.F. DROPPED CEILING 1 EQ B 8' -8 7/8 " EQ B OVERALL PANEL DIMENSION FIXED GLASS STOREFRONT S.S. PANELS AT ENTRY SOFFIT jfik 8' -10" A.F.F. @ SALES ENTRY SOFFIT 0 EQ A J 10' -7 1/2 " 12'-5 3/4 " STRETCHED - MEMBRANE - PANEL - -- OVERALL PANEL DIMENSION /\ 10' -73/8" EQ A 0 EQ B 8' -8 7/8 " EQ B OVERALL PANEL DIMENSION 7A A09.3 EQ A - RECESSED DUPLEX RECEPTACLE (TYP OF 4) LINE OF ENTRY SOFFIT DISPLAY TRACK 2' -7 7/8 " S.S. FASCIA AT DROPPED CEILING ENLARGED STOREFRONT RCP 1/2 " =1-0" t 9 Al2.5 2' -11/8 " 3' -0" Q TYP. I th IQ A F.O. S.S. PANEL rt k EQ A , EQ A EQ A FIXED GLASS STOREFRONT 8' -9 DISPLAY WINDOW FIXED GLAZING 16'-4" STONE 6' -3" FLOOR ORIGIN OF MASTER GRID 12' -6" CLEAR TPENING 30' -0" 6' -3" LEASE LINE EQ A 16' -4" EQ A EQ A EQ A EQ A EQ A / / / — SLIDING SECURITY PANEL 8 . - DISPLAY WINDOW FIXED GLAZING F.O. S.S. PANEL �> II II II II II II 0 2' -11/8 " 3 -0" 4- o, 0 r) 1) 321 R E V I E W E D F O R _ CODE COMPLIANCE APPROV JUL 21 2008 Ciyr O f Tukwila BUILDING DIVISION ENLARGED STOREFRONT PLAN SCALE 1/2 " =1' -0" SCALE 3 h: 1 projectslapplelsouthcenter\ caddapsct \sh602aps'ct_a-08C86503:43 AM DRAWING NO. CALLISON CALLISON www.callison.com M' RTI •" EE HILL STATE OF WASHING TON Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT 06/09/08 A08.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 DATE 05/12/08 06/09/08 RECEIVED CITY OF TUKWILA JUN 1 ?WA PERMIT-CENTER— DRAWING TITLE ENLARGED PLAN & RCP AT STOREFRONT ENTRY cap co CO 0 0 0 DRY JOINT TIGHT TO STONE, TYP 0 y LINE OF SOFFIT ABOVE 0 0 3 /4" x DISPLAY TRACK, TYP 0 0 EQ. 0 FIXED 1 rz" GLAZING 2'-6" MGL TO MGL TRACK MOUNTING SCREW TYP. C OF FLOOR BOX at TILE 0 6' -5 5 /16" EDGE OF RECESSED GLAZING CHANNEL RECESSED S.S. GLAZING CHANNEL 5/8" DRILLED HOLE TO ACCEPT DISPLAY CABLE 0 EQ. S.S. DISPLAY END CAP r 6" TYP MASTER GRID TO ALIGN W/ INSIDE FACE OF GLASS 0 l _ TRACK 1/2" o 1 11 1 1/2� ' /16" GROUT JOINT, TYP 2' -6" MGL TO MGL OVERSIZE STONE APPLE STONE FLOORING 1 /16" GROUT JOINT, TYP 1 , - MGL TO C ORIGIN OF MASTER GRID MASTER GRID LAYOUT OCCURS AT THE INTERSECTION OF THE CENTERLINE OF THE SALES AREA AND THE INSIDE FACE OF GLASS C OF STORE OF STORE AND ORIGIN OF MASTER GRID LINE 1 , -3 " C TO MGL N REVIEWED FOR C CnE COMPLIANCE APPROV JUL 21 2008 City Of Tukwila BIL.,„__ILDING DIVISION ENLARGED STOREFRONT PLAN AT SLIDING SECURITY PANEL JAMB CONDITION 3"=1'-0" SCALE 1 hAprojects\ apple\ southcenter\ caddapscAsh @,tiMpOct_a - 081385 - 8:45 AM 4s) CALLISON CALLISON www.callison.com 9335 4 STATE OF WASHINGTON REGISTERED AR I_`CT Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188-2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT_06 /09/08 DRAWING TITLE ENLARGED PLAN AT DRAWING NO. APPLE INC. 1 INFINITE LOOP MS: 52 -RN C UPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 • CITY OF TUKWILA JUN 1 1 ?NM �ERMIT C TER STOREFRONT ENTRY SLIDING DOORS A08.1 DATE 05/12/08 06/09/08 N (D CD In 0) LO (D cy W 0 0 0 0 I 0 0 0 0 0 0 EQ. EQ. LIGHT FIXTURE AS SCHEDULED 3 /4" x DISPLAY TRACK, TYP 0 0 SS PANEL 2' -6" 78 A09.3 0 0 0 r 1 T— 3MM (1/8 ") MOTION SENSOR CENTERLINE ALIGNS W/ CENTERLINE OF LIGHT TRACK SHOPPER TRACK CENTERLINE ALIGNS W/ CENTERLINE OF DISPLAY TRACK SS PANEL SLOT FOR SLIDING SECURITY PANEL `° N 2' -6' 2' -6•' N~ I M W NE 1 L 1 CO N I 1 1 I J _¢ • ▪ I I "ct o_ ' \ N 1 1 o N ci 1 1 u I I 1 1 1 1 1 I ENLARGED STOREFRONT RCP AT SLIDING SECURITY PANEL JAMB CONDITION RE VIEWED FOR CODE COMPLIANCE APPROV JUL 21 2008 City Of ?Tukwila Bu £ 4 DI avrslO 1 3 "= 1-0" SCALE 1 h:\ projects\ apple\southcenter\caddapsct \sh6 Op ct_a- 082314:47 AM Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 ISSUED / REVISED DATE DESIGN DEVELOPMENT 05/12/08 PERMIT SET 06/09/08 DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN C UPERTINO, CA 95014 l : 408.974.9093 F: 408974.7 335 CALLISON www.callison.com COPYRIGHT © 2008 CALLISON PROJECT NO. 207051 .53 SLIDING DOORS A08.2 RECEIVEn CITY OF TUKWILA JUN 1 1 illilti R.RMtT CENTER DRAWING SET PERMIT_06 /09/08 DRAWING TITLE ENLARGED RCP AT STOREFRONT ENTRY TO EXISTING SLAB MGL TO MGL y, 5' -0 1/4" MGL TO F.O. SS SOFFIT 1 MAX SLOPE OF 1 :50 STOREFRONT SECTION THROUGH DISPLAY WINDOW 3/4 " =1-0" SCALE +15' -4" A.F.F. TO SS PANEL +11' -0" A.F.F. BO INTERIOR CEILING 9' -11" BO SOFFIT STRUCTURAL TUBE UNISTRUT BY OTHERS SEE STRUCTURAL DRAWINGS ACRYLIC LOGO PANEL MOTION SENSOR IN BACKGROUND A09.1 A09.3 ■ a7 =14 DISPLAY DISPLAY TRACK, SHOPKIT ALUMINUM CHANNEL *T3.1 BY B &N INDUSTRIES INSIDE FACE OF CHANNEL PAINTED BLACK FIRE STROBE THERMOSTAT SENSOR FIRE EXTINGUISHER CABINET SLAB ON GRADE BY TENANT, NIC TYP DISPLAY TRACK A09.3 A11.7 STAINLESS STEEL PANEL SOFFIT TO EXISTING SLAB 1" LAMINATED GLASS PER GLASS MANUFACTURER SPEC /RECOMMENDATIONS A11.7 5'- 0 1/4" MGL TO MGL MAX SLOPE OF 1:50 STOREFRONT SECTION THROUGH ENTRY RECEIVED CITY OF TUKWILA JUL 10 2008 PERMIT CENTER 3/4 " =1-0" SCALE H:\ Projects \Apple \Southcenter \cadda psct \Sheets \a psct_a -090. sht 7/8/2008 9:00:48 AM Apple Inc WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS 0 PROJECT NO. 207051 .53 DRAWING SET 9335 CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com REG ,TERED A HJCJ MARTIN LEE HILL STATE OF WASHINGTON COPYRIGHT ® 2008 CALLISON DATE 05/12/08 06/09/08 06/26/08 DRAWING TITLE STOREFRONT SECTIONS DRAWING NO. A09.0 AUMmITAXIMMEMMEMMIMPAMmmummimmm MALL FLOORING 1/2 " THICK GLASS 4MM BEAD BLASTED STAINLESS STEEL PANEL WELDED CLIP 1/8" THK. CLIP SPACER B.O. STAINLESS STEEL TO FOLLOW SLOPE OF INT. FINISHED SURFACE 1/8 " 3/16" 3/16" " =1 1 - UNISTRUT FRAMING UNDER SEPARATE CONTRACT 3 1, = 1 1_ 0 11 (N) NEUTRAL PER BY LANDLORD APPLE PLASTER INFILL PANEL CLIP (TYP.' MASTER GRIDLINE UNISTRUT FRAMING, UNDER SEPARATE CONTRACT BEAD BLASTED STAINLESS STEEL PANEL CLIP (TYP.' PANEL CLIP (TYP.) PLYWOOD RETURN PAINTED BLACK/ SS PANEL IF THE STORE IS LOCATED ON THE FIRST LEVEL OF A 2 STOREY MALL IXED GLAZIN SS GLAZING CHNNEL /16" GROUT JOINT 0'_0" T.O. SLAB 1" SS SHOE SLIDING GLASS PANEL "GUIDE" SS GLAZING CHANNEL GROUT JOINT C OF GLAZING & LEASE LINE SLIDING GLASS DOOR 3/4" STONE SECT @ BULKHEAD 3/4 " 3/4 " SECT STEEL PANEL SECT @ DISP WDW SILL (1/8 ") wammiummnr 4MM STAINLESS STEEL BEAD BLASTED PANEL 3 " = 1 1_ 0 " SCALE PREFINISHED INSIDE EDGE MATTE BLACK CLOSURE PANEL TYP. PANEL CLIP DRY JOINT 3/4" STONE 3 11 = 1 '_ 0 11 SCALE SCALE DRY JOINT DISPLAY TRACK 4MM BEAD BLASTED STAINLESS STEEL MASTER GRIDLINE C OF GLAZING & LEASE LINE STOREFRONT GLAZING SLIDING GLASS PANEL STOREFRONT GLAZING HEAD @ DISPLAY WINDOW MASTER GRIDLINE C OF GLAZING & LEASE LINE 4MM BEAD BLASTED STAINLESS STEEL ACRYLIC LOGO C OF GLAZING & LEASE LINE "MASTER GRIDLINE" SLIDING GLASS PANEL HEAD @ DISPLAY WINDOW & SLIDING PANEL 1/8" THICK S.S. GLAZING CHANNEL CAP WELD AND GRIND SMOOTH 14 HEAD STOREFRONT 3MM (1/8 ") 3MM (1/8 ") C OF DISPLAY TRACK • OF GLAZING & LEASE LINE HEAD @ SLIDING ENTRY PANEL 3" = 1' -0" SCALE BREAK METAL PAINTED BLACK BY G.C. VERIFY DIM IN FIELD. OCCURS ONLY AT SLIDING PANEL ENTRY SLOT. SCALE RCP JAMB ENIRY FULL SCALE TRACK MOUNTING SCREW TYP. 3 /4 "X DISPLAY TRACK TYP 8" DRILLED HOLE TO ACCEPT DISPLAY CABLE MTL SHOE PNTD BLACK 5/8" DRILLED HOLE TO ACCEPT DISPLAY CABLE MTL SHOE PNTD BLACK FRAMING SS PANEL WALL t SS PANEL RCP JMB @ DISP WDW LIMIT OF STONE MALL FLOORING \II 12.7 1/2 ALIGN SS PANEL SOFFIT STOREFRONT GLAZING SS PANEL SOFFIT DRY JOINT TO STONE, TYP TRACK MOUNTING SCREW @ 6" O.C. TYP. STONE JUL 21 2008 DRY JOINT TO STONE, TYP 3<" x � DISPLAY TRACK, TYP 116" GROUT JOINT, TYP. FIXED I " GLAZING SS SCHLUTER 1/16" GROUT JOINT STONE \ TRACK MOUNTING SCREW @ 6" O.C. TYP. ALUM. DISPLAY TRACK END CAP PROVIDED BY G.C. 3' -11" MALL FLOORING ‘if 3MM (1/8 ") 3MM (1/8 ") SS PANEL SOFFIT 7' -6 7/16" C.O. RECEIVED CITY OF TUKWILA JUL "I 0 /008 PERMIT CENTER ENLARGED SECT BASE SCALE 17 SECT @ SLD SECU PNL TRK SCALE 13 GLAZING CHANNEL END CAP SCALE WDW JAMB @ REC CHANNEL SCALE H:\ Projects \Apple \Southcenter \caddapsct \Sheets \a psct_a -091. sht SL SECU PNL JMB ENIRY 7/8/2008 9:39:03 AM SCALE 4 CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com ISTERED MARTIN LEE HILL STATE OF WASHINGTON Apple Inc 'WESTF`IELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PERMIT REVISIONS L PROJECT NO. 207051 .53 DRAWING SET DRAWING TITLE STOREFRONT DETAILS DRAWING NO. A09.1 DATE 05/12/08 06/09/08 06/26/08