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HomeMy WebLinkAboutPermit D08-481 - WESTFIELD SOUTHCENTER MALL - APPLE STORAGE - STORAGE ROOMAPPLE STORAGE 821 SOUTHCENTER MALL D08 -481 Parcel No.: 6364200010 Address: 821 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: APPLE STORAGE Address: 821 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Citylf 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 DEVELOPMENT PERMIT Contact Person: Name: BOB COLLINS Address: 3306 CHASTAIN GARDANS DR , KENNESAW GA 30144 Phone: 617 799 -9287 Permit Number: D08 - 481 Issue Date: 11/07/2008 Permit Expires On: 05/06/2009 Contractor: Name: SHAWMUT DESIGN & CONSTRUCTION Address: 560 HARRISON AV , BOSTON MA 02118-2436 Phone: (617)622 -7000 Contractor License No: SHAWMDC015K4 Expiration Date: 05/28/2010 DESCRIPTION OF WORK: TI FOR STORAGE ROOM ALONG WITH SHELVING Value of Construction: $32,000.00 Fees Collected: $982.95 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: doc: IBC -10/06 * *continued on next page ** D08 -481 Printed: 11 -07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Signature: Print Name: hzrier doc: IBC -10/06 City oftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci. tukwila. wa. us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature' Date: Permit Number: D08 -481 Issue Date: 11/07/2008 Permit Expires On: 05/06/2009 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or . - • erfo ance of work. I am authorized to sign and obtain this development permit. Date: lj 67/ 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 -481 Printed: 11 -07 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 821 SOUTHCENTER MALL TUKW Suite No: Tenant: APPLE STORAGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: D08 -481 Status: ISSUED Applied Date: 10/29/2008 Issue Date: 11/07/2008 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: 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. 6: 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. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D08 -481 Printed: 11 -07 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 15: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 16: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (IFC 2302) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (IFC Chapter 23) (NFPA 13) 17: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 18: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1) 19: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 20: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 21: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. (NFPA 13- 12.3.1.13) 22: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -481 Printed: 11 -07 -2008 Signature: • 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 ,,,/,,,,,/-7s --e_____, Print Name: / 6f E " f . l • c(1 16//t) doc: Cond -10/06 D08 -481 • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. of law and ordinances governing other work or local laws regulating Printed: 11-07 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 Zia `�032r e�rc1 King Co Assessor's Tax No.: 064W —CON -e P i5 row Site Address: g$ ' 1 '(GUU' Z *WC 1f 4),4- . Suite Number: Floor: / Tenant Name: - rtca Tt 571 New Tenant: El .... Yes r ..No Property Owners Name: W �5 rF( C1—f) edg-1 e —19. / Mailing Address: / U G 0 / cwL N (/ 1 - 61i(/0 . i Los AAV.E1-e5 r 64 1'a2$ City State Zip CONTACT PERSON who do we eon your per dyto b Name: 66e Co/iL /N 5 Day Telephone: Mailing Address: 3300 CFf�TN -!/l/ G ?E% - mivesA -t City State Zip E -Mail Address: 3 /L &(A/S 751yx-Wmu #\ Fax Number: A/0/Vg GENERAL ; CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))' Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: 5H44 r X65 /6AJ Co S rRderT,J S N4721/504 4 -Ye ,jay rvn1 D*✓'O T rT�l Lief D FA In I Lctra @ 50 ntrcaM cit Day Telephone: Fax Number: All = "pla ARCHITECT OF R (4 F( i ' !WE s u rrr woo STf H9J g AM-S T/A/6 5 K c115 rwE Q CktL.,c5atf _Con" ast be vet ENGINEER OF REC All plans i roped by Enginee Company Name: frAmook. oti pE2re1Z 64W!€ i2 /A/ -. LGG Mailing Address: Contact Person: 6 21 AI 4/eUS Pegr1f E -Mail Address: Pi 14N ( ,4 V -@(4 avr' Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No, Mechanical Permit. No. Plumbing /Gas" P'ermi Public Works Permit No.` Project No. 1701 (For office use only) 6("7 7 q ?Zbr7 13 4-56. SE 7Th- PEA 8 elailuC w4. Y/oo5 a( 6 2114 State Zip l0/ X22 70o0 t 70aI Expiration Date: 5 l41 . fee 1 City State Zip Day Telephone: Fax Number: 2.4 6 ( 4'b ZS State Zip Day Telephone: ¢1 4 (el 4- 0 14-1 Fax Number: 42-S 6 OR5 Page 1 of 6 BUILDING PERMIT INFOR rTION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ d agiga l 32 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( 5 t, . 4-C6 , PT Pkr/V T Lt G'ffTS S FPe Vi•t(r- VGT Will there be new rack storage? Yes Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Area in Square Footage I Floor 2 na loor to Floor Floors u B asement Accessory Strue' AttaCF rage Detached Garage Attached Carport Detached "Cat Covered D Uncovered Deck nterior Rernode. Addition to Existing Structure Na Type of Construction per IBC II - 15 Type of Occupancy per IBC S I 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. Compact: Handicap: ❑ No If "yes ", explain: FIRE PROJECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 - 1/2" x 11 " paper including quantities and Material 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:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Date Application Accepted: 1°tb Date Application Expires: A� ( 2- C 1 Staff Initials: 10 i M i i t. .. " -......-- -- I PERMIT APPLICATION NOS 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 HORI ED AGENT: Signature: Print Name: /206 1 - 6. Co L ,645 Mailing Address: 330 6 T 4frI G 2WN . Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ate: WV 1 Day Telephone: (p ( 7 71 Q `' Z P7 JoeNiVeS ; Gam{- 30/41 — State City r Zip Page 6 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or wat cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, singl ead trap Urinals Dishwasher, domestic, with independent drain Lavatory ater Closet Building sewer or trailer park sewer Rain w r system — per drain nside building) W r heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Re it or alteration of water p' ing and /or water treating quipment Repair alteration of draina or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas As FEUMI$ING AND GAS PIPINt, s.iERMIT INFORMATION — 206 -431 J67O PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas pipin utlets bei . - installed and the quantity below: City State Zip Day Telephone: Fax Number: Expiration Date: Q\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Receipt No.: R08 -03715 Initials: BLH User ID: ADMIN ACCOUNT ITEM LIST: Description 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 Parcel No.: 6364200010 Permit Number: D08 -481 Address: 821 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/29/2008 Applicant: APPLE STORAGE Issue Date: Payee: SHAWMUT DESIGN AND CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11180 552.65 RECEIPT Account Code Current Pmts 000/322.100 000/386.904 Payment Amount: $552.65 Payment Date: 11/07/2008 04:18 PM Balance: $0.00 548.15 4.50 Total: $552.65 doc: Receiot -06 Printed: 11 -07 -2008 Receipt No.: R08 -03645 Initials: JEM User ID: 1165 • 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 Payee: SHAWMUT DESIGN AND CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount rdor.: RAnAint -nfi Payment Check 10662 430.30 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 44.85 000/345.830 385.45 Total: $430.30 • Parcel No.: 6364200010 Permit Number: D08 -481 Address: 821 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/29/2008 Applicant: APPLE STORAGE Issue Date: Payment Amount: $430.30 Payment Date: 10/29/2008 02:57 PM Balance: $552.65 Printpri: 1 n- 9A -9nnR Project: 14 P6 STQ A(oi- ype of Inspection: r- N A L Address: P2 1 -7(11 f 00i 0 Date Called: i 1 - Special Instructions: Date Wanted: 11 175 f ° P.m. Requester: Phone No: (01 - )9 c1 -. i 2- cO 7 INSPECTION RECORD Retain a copy with permit DO INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I Approved per applicable codes. Corrections required prior to approval. •• COMMENTS: SP7 WI e Q3 ca -z i 71 Qc_, " o pmicid Insp to • AnAlai 'Date: Re 'Date: 4 $60.00 REINSPECTION FEE REil IRED. Prior to inspection, fee must be paid a r 6300 Southcenter Blvd., Ste 100. Call to schedule reinspection. J Project: . Type of Inspection: Addres Suite #:t11 Sc + � l 1 ��v1 Contact Person: -6� C Al .s Special Instructions: Hood & Duct: Phone No.: / 7 - 79y_ /old.) Needs Shift Inspection: A4. ,4_. Sprinklers: {Fire Alarm: H f10,,�, (,;, -I ', f- h,,,�. Hood & Duct: / Monitor: ,* Pre -Fire: • Permits: Occupancy Type: , • . r► ■ u :eN+ra x n w n �, tss'�iitieaE•� raw4,. '.?am. 1K44e* 4 ??A INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407 Approved per applicable codes., INSPECTlON RECQRD ::. Retain a copy with permit � g d PERMIT NUMBERS n Corrections required prior to approval. • COMMENTS: 4 a i Inspector: A . I A 'N 2 r Date: / , - — o ' A'S Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. t.. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 t. Project: ff ft f P! �. \ �- 4C-- Type of In ection: r v S f• _r c a r Address: , 2 000 S c . Suite #: c 4._, i f .�� 41.• Contact erson: Special Instructions: Occupancy Type: , , Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Perm its: Occupancy Type: , , ��" YJ�- F.+.¢, r 1:i+YL4f- '7�`+a�s�s'Jx.eez3ri.� .. <%r�rL•[F? -w+ ' INSPECTION NUMBER 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 Corrections required prior to apprU al. COMMENTS: S p - - 4 'olc. r N o 4- N Coit; • �4 `r IDth0(e- S S "o! € - 1:, of e o � .s Inspector: Date: y 21 1,. b Hrs.: tl t $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from of „LI the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 EXPIRES: 0 / 22 -/P 2 -23 -09 -- ARMOUR UNSDERFER ENGINEERING, INC. 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: 1 Apple Southcenter Tukwila, WA Fixture Anchorage Calculations Client: CALLOSON Caflison 1420 Fifth Ave, Suite 2400 Seattle, WA 98101 By Brian Unsderfer, SE, SECB e mut No. Py CITY OF TU OCT 2 9 2008 PERMIT CENTER AUE No. 8097 Date 10/22/08 IBC Seismic 1 1 See Seismic Output Ss= S1= Site Class = D Fa = Fv = Sms = Sm1 = Sds= Sd1= T= Cs min = Top supported Ap = Rp = Ip = Fp = Fp max = Fp min = 1.473 0.507 1.00 1.50 1.473 0.761 Seismic Use Group I Standard - Occupancy Buildings Design Category D 0.982 0.507 1 See procedure IBC 1617.4 ICs = 0.2181 ICs max = 0.7041 0.160 Seconds 0.043 le = R= Cat. A - D Cs min = Not Applicable Cat. E & F JCs min = 0.0431 ICs = 0.218 W 1 2.5 1 0.31 Wp 1.57 Wp 0.29 Wp IFp = 0.314 W z= h= 1.0 4.5 1 See procedure ASCE 9.6.1.3 Non Building Systems 8 FEET 16 FEET hn = Ct = 16 FEET 0.02 Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (S1) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss) 1.0 0.470 (S1) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 J AUE Client: Callison Project: Apple Southcenter Pg. No: Si Address: Tukwila, WA Date: 10/22/08 Joh No.: 8097 1 See procedure ASCE 9.6.1.3 Non Building Systems 1 Base Supported Ap = Rp = Ip = Fp = Fp max = Fp min = 1 2.5 1 0.16 Wp 1.57 Wp 0.29 Wp 11Fp = 0.295 W 1 z= h= 0 FEET 16 FEET Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Pg. No: S2 Address: Tukwila, WA Date: 10/22/08 Client: Callison Job No.: 8097 Apple Southcenter Design & Loading Criteria: Top Supported Fp = Fp Working Stress = 0.31 w I 0.22 w Base Supported IFp = Fp Working Stress = 0.29 w 0.21 w i Armour Unsderfer Eng, 13456 SE 27th PL ., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Address: Tukwila, WA Client: Callison Pg. No: Date: Job No.: LD1 10/22/08 8097 Mobile Shelving (Mobile Shelving Fp = I Fp = 0.21 W 'Working Stress Level No Shelves 6 Does not include the floor shelf Height of Shelf 8.0 FT Depth of Shelf Width of Shelf 4.0 FT Shelf Area Plan: Dead Load 2 PSF Live Load 2.0 FT 8 FTA2 10 PSF Concentric Base Full Load Vb = Shelf No. (Total 576 LBS 2688 LBS FT 121 LBS 700 LBS FTI OTM = Ht Factor = OTM = Gray. Mom. = Total Mom = IT & C at Feet = 447 LBS 1 Top Only Vb = Shelf No. OTM = Ht Factor = 1 96 2 96 3 96 4 96 5 96 6 96 7 0 8 0 0.29 W 121.2 LBS Wt. (LBS) Ht (Ft) WxH Force( LBS) M (LBS FT) l 700.3 LBS FT 1.15 CBC 2228.7.1 805.4 LBS FT 0.0 LBS FT 805.4 CBC 2228.7.1 1.33 2.67 4.00 5.33 6.67 8.00 0.00 0.00 347.6 LBS FT 1.0 CBC 2228.7.1 347.6 LBS FT 0.0 LBS FT 347.6 OTM = Gray. Mom. = Total Mom = 49.1 LBS Wt. (LBS) Ht (Ft) WxH 1 16.00 1.33 2 16.00 2.67 3 16.00 4.00 4 16.00 5.33 5 16.00 6.67 6 96.00 8.00 7 0.00 0.00 8 0.00 0.00 IT & C at Feet = 193 LBS 1 See LD1 128.00 256.00 384.00 512.00 640.00 768.00 0.00 0.00 21.33 42.67 64.00 85.33 106.67 768.00 0.00 0.00 Seismic Only DL Ignored 5.8 7.7 11.5 17.3 23.1 28.9 34.6 0.0 0.0 30.8 69.3 123.1 192.4 277.0 0 0 Force( LBS) M (LBS FT) 1 1.0 1.9 2.9 3.8 4.8 34.6 0.0 0.0 1.3 5.1 11.5 20.5 32.1 277.0 0 0 (Total 176 LBS 1088 LBS FT 49 LBS 348 LBS FTI Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 - 0949 AU Project: Apple Southcenter Address: Tukwila, WA (.liant• (allicnn Pg. No: MS1 Date: 10/22/08 .Inh Nn RfQ7 ■ Foot Base Design M= V= d= T &C= P gray. = T net = Try: Bolt Cap: Vcap = 1255 LBS Tcap = 712 LBS Min. Spacing = 24 IN Scr T = 5.625 IN Scr V = 5.625 IN Smin T = 2.5 Smin V = 2.5 T red max = 40% V red max = 10% T red = V red = Load on Bolt: 805.4 LBS FT 121.2 LBS 1.8 FT 447.4 LBS 144 LBS 325.0 LBS T 0% 0% T Cap= V Cap= 712.0 LBS 1255.0 LBS T seis = V seis = 223.7 LBS 60.6 LBS 2 3/8" Diam Hilti KB3 w/ 21/2" Diam Emb. V Gray. Loads Red. By .85 Total l oad divided by No. Anchors oad divided by No. Anchors 'Interaction: 0.15 0.01 0.151 Therefore OK (Use: 2 3/8" Diam Hilti KB3 wl 21/2" Diam Emb. Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Address: Tukwila, WA Client: Callison Pg. No: MS2 Date: 10/22/08 Job No.: 8097 Shelf Analysis (Gondola A 1 Side Wall Fp = 0.31 W IFp = 0.22 W No Shelves 6 Does not include the floor shelf Height of Shelf 8.0 FT Depth of Shelf Width of Shelf 4.0 FT Shelf Area Plan: Dead Load 2 PSF Live Load 2.0 FT 8 FT "2 10 PSF Concentric Base Full Load Vb = Shelf No. OTM = Ht Factor = Top Only Vb = Shelf No. OTM = Ht Factor = 129.3 LBS 1 Wt. (LBS) Ht (Ft) WxH Force( LBS) M (LBS FT) I 1 96 2 96 3 96 4 96 5 96 6 96 7 0 8 0 1.33 2.67 4.00 5.33 6.67 8.00 0.00 0.00 (Total 576 LBS 2688 LBS FT 129 LBS 747 LBS FTI 747.0 LBS FT 1.15 IBC 2228.7.1 OTM = 859.0 LBS FT Gray. Mom. = 0.0 LBS FT Total Mom = 859.0 IT & C at Wall = 119 LBS 1 IBC 2228.7.1 1 16.00 2 16.00 3 16.00 4 16.00 5 16.00 6 96.00 7 0.00 8 0.00 52.3 LBS 1 Wt. (LBS) Ht (Ft) WxH 1.33 2.67 4.00 5.33 6.67 8.00 0.00 0.00 1 370.8 LBS FT 1.0 CBC 2228.7.1 OTM = 370.8 LBS FT Gray. Mom. = 0.0 LBS FT Total Mom = 370.8 IT & C at Feet = 51 LBS See LD1 'Working Stress Level 128.00 256.00 384.00 512.00 640.00 768.00 0.00 0.00 21.33 42.67 64.00 85.33 106.67 768.00 0.00 0.00 Seismic Only DL Ignored 6.2 12.3 18.5 24.6 30.8 36.9 0.0 0.0 This case wall attachment 1.0 2.1 3.1 4.1 5.1 36.9 0.0 0.0 8.2 32.8 73.9 131.3 205.2 295.5 0 0 Force( LBS) M (LBS FT) 1 1.4 5.5 12.3 21.9 34.2 295.5 0 0 ITotal 176 LBS 1088 LBS FT 52 LBS 371 LBS FTI ROE t$W Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Address: Tukwila, WA moot. nniii¢r,n Pg. No: FS1 Date: 10/22/08 rnh Nn • Rng7 Try: Foot Base Design M= V= d= T &C= P gray. = T net = Screw Cap: Vcap = NA LBS Tcap = 111.72 LBS / IN Emb. = NA IN Tcap = 111.72 LBS T Cap= V Cap= 111.7 LBS NA LBS Load on Screw: 859.0 LBS FT 129.3 LBS 7.2 FT 119.3 LBS 0 LBS 119.3 LBS T seis = V seis = 39.8 LBS NA LBS Shear Carried by Bolt Try: Load on Bolt: T T Cap= V Cap= NA LBS 445.6 LBS T seis = V seis = NA LBS 64.6 LBS T 3 #10 Scews into 33 Mil Studs V V Has no Influence on This Connection Gray. Loads Red. By .85 Total Total Zwa SINGLE FOOTPLATE to ANGLE POST (DPI l oad divided by No. Anchors Interaction: 0.18 0.00 0.181 2 1/4" Diam Hilti KB3 w/ 2" Emb. l oad divided by No. Anchors Interaction: 0.00 0.15 0.151 Therefore OK lUse: 3 #10 Scews into 33 Mil Studs 1 Therefore OK lUse: 2 114" Diam Hilti KB3 wl 2" Emb. 1 28 DOUBLE FOOTPLATE Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Pg. No: FS2 Address: Tukwila, WA Date: 10/22/08 Client: Callison Job No.: 8097 Shelf Analysis (Gondola A 1 Side Wall Fp = 0.31 W IFp = 0.22 W No Shelves 6 Does not include the floor shelf Height of Shelf 8.0 FT Depth of Shelf Width of Shelf 4.0 FT Shelf Area Plan: Dead Load 2 PSF Live Load 1.5 FT 6 FTA2 10 PSF Concentric Base Full Load Vb = Shelf No. Total 432 LBS 2016 LBS FT 97 LBS 560 LBS FTI OTM = Ht Factor = OTM = 644.3 LBS FT Gray. Mom. = 0.0 LBS FT Total Mom = 644.3 IT & C at Wall = 89 LBS Top Only Vb = Shelf No. OTM = Ht Factor = 97.0 LBS 1 Wt. (LBS) Ht (Ft) WxH Force( LBS) M (LBS FT) I 1 72 2 72 3 72 4 72 5 72 6 72 7 0 8 0 IBC 2228.7.1 Wt. (LBS) Ht (Ft) WxH 1 12.00 1.33 2 12.00 3 12.00 4 12.00 5 12.00 6 72.00 7 0.00 8 0.00 1.33 2.67 4.00 5.33 6.67 8.00 0.00 0.00 560.2 LBS FT 1.15 IBC 2228.7.1 2.67 4.00 5.33 6.67 8.00 0.00 0.00 39.2 LBS 1 ITotal 132 LBS 816 LBS FT 39 LBS 278 LBS FTI 278.1 LBS FT 1.0 CBC 2228.7.1 278.1 LBS FT 0.0 LBS FT 278.1 OTM = Gray. Mom. = Total Mom = lT & C at Feet = 39 LBS See LD1 I Working Stress Level 96.00 192.00 288.00 384.00 480.00 576.00 0.00 0.00 16.00 32.00 48.00 64.00 80.00 576.00 0.00 0.00 Seismic Only DL Ignored 4.6 9.2 13.9 18.5 23.1 27.7 0.0 0.0 Force( LBS) M (LBS FT) I 0.8 1.5 2.3 3.1 3.8 27.7 0.0 0.0 This case wall attachment 6.2 24.6 55.4 98.5 153.9 221.6 0 0 1.0 4.1 9.2 16.4 25.7 221.6 0 0 SIDE vsem Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Pg. No: FS3 Address: Tukwila, WA Date: 10/22/08 (:liant• nallicnn .Inh Nn finQ7 ft Foot Base Design M= V= d= T &C= P gray. = T net = Try: Screw Cap: Vcap = NA LBS Tcap = 111.72 LBS / IN Emb. = NA IN Tcap = 111.72 LBS (T Cap= V Cap= 111.7 LBS NA LBS Load on Screw: T seis = V seis = 29.8 LBS NA LBS Shear Carried by Bolt Try: T Cap= V Cap= NA LBS 445.6 LBS Load on Bolt: T seis = V seis = NA LBS 48.5 LBS 644.3 LBS FT 97.0 LBS 7.2 FT 89.5 LBS 0 LBS 89.5 LBS T T V V Has no Influence on This Connection Gray. Loads Red. By .85 3 #10 Scews into 33 Mil Studs Total Total Interaction: 0.11 0.00 0.111 2 1/4" Diam Hilti KB3 w/ 2" Emb. Interaction: 0.00 0.11 0.111 l oad divided by No. Anchors oad divided by No. Anchors Therefore OK Therefore OK (Use: 3 #10 Scews into 33 Mil Studs I 'Use: 2 1/4" Diam Hilti KB3 w/ 2" Emb. 1 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Apple Southcenter Pg. No: FS4 Address: Tukwila, WA Date: 10/22/08 Client: Callison Job No.: 8097 PROJECT: APPLE INC ENG: B. UNSDERFER PG 55K3 ADDRESS: 633 SOUTHCENTER PARKWAY, TUKWILLA, WA 98188 VER: CLIENT: CALLISON ARCHITECTURE, INC. DATE: 10 -22 -08 JOB NO: 8097 1) CONTRACTOR SHALL VERIFY SLAB TI-IICKNES5 15 A MINIMUM OF 4 ". IF THICKNESS 15 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 SLAP '.., , , PRIOR TO INSTALLATING ANCHOR BOLTS. BOLTS SHALL BE INSTALLED A MIN OF 3" AWAY FROM JOINTS. 100)C VACt GQDt �� ®��® ROLLING STORAGE WO TRACK PER ARCM 1201 3/8 "O HILT' KWIK BOLT 3 @ 24" O.C. ALTERNATE SIDE OF TRACK ON WHICH BOLT 15 MOUNTED. BOLT TO BE 3" MIN FROM ANY CONSTRUCTION JOINT CITYOF I'UKVV1L► nr.T 2 9 2008 PERMIT CENTER (E) SLAB P ;Le co 65K�, ROLLING RACK TRACK ANCHOR SCALE: 3'.P-0" I EXPIRE& 11 -10 -09 y ARMOUR UNSDERFER ENGINEERING, INC. \ 134% SE 27TH PL., STE 200, BELLEVUE, WA 98005 \ 425 614 -0949 PROJECT: APPLE INC ENG: B. UNSDERFER PG 55K4 ADDRESS: 633 SOUTHCENTER PARKWAY, TUKWILLA, WA 88188 VER: CLIENT: CALLISON ARCHITECTURE, INC. DATE: 10 -22 -08 JOB NO: 8087 33 MIL STUDS @ 24" O.C. BRACE @ IO' -0 MAX, CONTR TO VFY 1 2' -0" L 43 MIL X 2" X 2" CONT w/ 1110 SCREWS @ EA STUD 4 RACK STRUCTURE (E) STRUCT SLAB METAL SHELVING BY OTHERS SO SHELF SUPPORT CONNECTION SCALE: I =I' -0" ARMOUR UNSDERFER ENGINEERING, INC. \ 134% 5E 27TH PL., STE 200, BELLEVUE, WA 88005 \ 425 6I4 -0g4q PROJECT: APPLE INC ENG: B. UNSDERFER PG 55K5 ADDRESS: 633 SOUTHCENTER PARKWAY, TUN ILLA, WA 98188 VER: CLIENT: CALL 150N ARCHITECTURE, INC. DATE: 10 -22 -08 JOB N0: 8097 (I) I /4 "P X 2" EMB KB3 HILTI RACK LEG t BASE PL PER MFR (E) STRUCT SLAB CONCRETE CONNECTION SCALE: I" =1' -0' I EBB: 11 - 10 - 09 ARMOUR UNSDERFER ENGINEERING, INC. \ 134% SE 27TH PL., STE 200, BELLEVUE, WA 98005 \ 425 614 -0949 PROJECT: APPLE INC ENG: B. UN5DERFER PG S5K6 ADDRESS: 633 SOUTHCENTER PARKWAY, TUKWILLA, WA 98188 VER: CLIENT: CALL 150N ARCHITECTURE, INC. DATE: I0 -22 -08 JOB NO: 8097 PLAN NORTH �j ATTACHED STORAGE ROOM SCALE: N.T.S. l EXPIRES: 11 - 1 0 -09 ARMOUR UNSDERFER ENGINEERING, INC. \ 134% 5E 27TH PL., STE 200, BELLEVUE, WA 98005 \ 425 6I4 -0949 ACTIVITY NUMBER: D08 -481 DATE: 10 -29 -08 PROJECT NAME: APPLE STORAGE SITE ADDRESS: 821 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: h �MW�/ , Bui6l Nisi IV -eb Fire ( Prevention 1°4-vi-C43 Public Works Structural ❑ NA_ AM DEtERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only :. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPP PLAN REVIEW /ROUTING SLIP Incomplete ❑ DUE DATE: 10-30-08 DATE: DATE: Plan ing Division Permit Coordinator Not Applicable DUE DATE: 11-27-08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 USFftG 2401301955499007 /22/2001 Until Cancelled 01/01/1980 $12,000.0011/29 /2001 1 USF8G 24012019554990 05/13/1999 07/22/2001 $6,000.00 10/ 16/2007 Name Role Effective Date Expiration Date ANSARA, JAMES S Cancel Date 01/01/1980 Amount GOEMART, THOAS E 10 01/01/1980 VTC2CO2398A477IND08 C T CORPORATION SYSTEM AGENT 01/01/1980 Insurance Company Name policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 10 TRAVELERS INDEMNITY COOFAME VTC2CO2398A477IND08 11/01/2008 11/01/2009 $2,000,000.0011 /03/2008 9 TRAVELERS PROPERTY CAS INS CO RTC2CO2398A4771ND0611/01/2007 11/01 /2008 $2,000,000.00 10/ 16/2007 TRAVELERS Untitled Page Business Owner Information Bond Information Insurance Information • 1 General /Specialty Contractor A business registered as a construction contractor with Lai 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip SHAWMUT DESIGN It CONSTRUCTION 6176227000 560 HARRISON AVE BOSTON MA 021182436 County OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601850435 ACTIVE SHAWMDC015K4 CONSTRUCTION CONTRACTOR 5/24/1999 5/28/2010 GENERAL UNUSED Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= SHAWMDC015K4 11/07/2008 UPDATE NO. DATE UPDATE NO. DATE UPDATE NO. DATE REV. 1 12/15/06 TOTAL 553 SQ FT 2 OCC REV. 2 02/23/07 • UNLESS NOTED "BY OWNE REV. 3 09/28/07 AREA SQUARE FOOTAGE OCCUPANCY LOAD FACTOR TOTAL OCCUPANCY REMOTE STOCKROOM 553 SQ FT 1 OCC / 300 SQ FT 2 OCC TOTAL 553 SQ FT 2 OCC AREA SQUARE FOOTAGE REMOTE STOCKROOM 553 SQ FT STOCKROOM OC L OC L REMARKS FIXED OR MOBILE SHELVING • • STOCKROOM EQUIPMENT (LADDER, ETC.) • • UNLESS NOTED "BY OWNE H:\ Projects \Apple \Southcenter \Caddapsct \Sheets \Remote Stock set \apsct_a- 000.sht 10/23/2008 1 :03:53 PM THIS SET OF DRAWINGS WAS ORIGINATED USING APPLE VC2 PROTOTYPE 1 BULLETIN UPDATE SCHEDULE FOR APPLE INTERNAL USE ONLY 1. MOBILE AND FIXED STOCK SHELVING 2. FIRE SPRINKLER SYSTEM (IF MODIFICATIONS TO EXISTING ARE REQUIRED) DEFERRED SUBMITTALS 0 = OWNER C = CONTRACTOR L = LANDLORD NOTE: FOR MECHANICAL / PLUMBING / ELECTRICAL / SECURITY RESPONSIBILITY SCHEDULE SEE MEP DRAWINGS. ALL ITEMS NOT NOTED ARE RESPONSIBILITY OF GENERAL CONTRACTOR RESPONSIBILITY SCHEDULE 11 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 SCOPE OF WORK: ADDRESS: SPACE *: TENANT OCCUPANCY: CONSTRUCTION TYPE: OCCUPANCY / USE: PROPOSED USE: EXISTING USE: FIRE PROTECTION: SPRINKLERED: REQUIRED EXITS: MAXIMUM TRAVEL DISTANCE: TOILET ROOMS: OCCUPANCY: TENANT SPACE S540 IS A REMOTE STOCKROOM TO THE APPLE, INC. STORE (R106) IN TENANT SPACE 548. WORK INCLUDES FINISHES, MECHANICAL, ELECTRICAL AND STRUCTURAL APPLE R106, REMOTE STOCKROOM WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 S540 S -1 TYPE II -B UNPROTECTED, NON- COMBUSTIBLE, FULLY SPRINKLERED STORAGE 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 STORAGE STORAGE DEMISING WALL 1 HR SALES / NON SALES WALL N/A CEILING N/A COLUMNS N/A YES 1 (PER IBC SECTION 1014.1, TABLE 1014.1) 200' W /OUT SPRINKLERS, 250' WITH NUMBER REQUIRED 0 PUBLIC ACCESS N/A DRINKING FOUNTAINS 0 =L.O.D. = 571 SQ FT PROJECT INFORMATION 162n2:S1 2n1 2nd S andeni1 Inklsr:Bkd Cpp e ) d () /I46 00it rat n and/or rts suppliers. ql vphry ig ere felons C3)880-2[05 I start$ IP S Mwie C ration Nl qk 5. Certain mapp rra and d cvgl dap 17204 NAVTEQ. W ,, .. reserved. NAVTEQ and NAVTEQ.ON BOAEO are trademarks of NAVTEQ ©20.. Tele'/Vas Nnth America .1r.o. A�ngMS reservedYTele Alas and me Alas.North America are trademarks of, Tele Alas. Inc SITE N SITE MAP N LOCATION MAP INN lor rang Irog dog p REMOTE STOCKROOM LOCATION, TENANT SPACE S540 FU1UR TUC N VICINITY MAP CLIENT APPLE INC. 1 INFINITE LOOP, MS: 52 -RD CUPERTINO, CA 95014 TEL: 408.974.2086 FAX: 408.974.7335 CONTACT: ADEN BAYNE EMAIL: ADEN @APPLE.COM ARCHITECT CALLISON 1420 FIFTH AVENUE *2400 SEATTLE, WA 98101 TEL: 206.623.4646 FAX: 206.623.4625 CONTACT: STEPHEN BLACKSTONE EMAIL: STEPHEN.BLACKSTONECALLISON.COM GENERAL CONTRACTOR SHAWMUT DESIGN & CONSTRUCTION 560 HARRISON AVENUE BOSTON, MA 02118 TEL: 617.622.7000 FAX: 617.622.7001 CONTACT: DAVID FAMILETTO EMAIL: DFAMILETTO@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 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 PROJECT TEAM ARCHITECTURAL A -00.0 GENERAL INFORMATION A -00.2 ADA REQUIREMENTS, GRAPHIC SYMBOLS, MATERIAL LEGENDS AND ABBREVIATIONS A -00.3 GENERAL NOTES A -02.0 CONSTRUCTION, EGRESS, PARTIAL MALL, AND DEMOLITION PLANS A -03.0 DOOR / HARDWARE / FINISH SCHEDULES, FIXTURE, AND REFLECTED CEILING PLANS A -12.4 DETAILS STRUCTURAL S2.3 PARTIAL FLOOR FRAMING PLAN, STOCKROOM FIXTURE PLAN MECHANICAL M2.2 MECHANICAL PLAN ELECTRICAL E2.2 POWER SIGNAL AND TELECOM PLAN NOTE: SEE SPECIFICATIONS IN LIGHTING MANUAL FOR ENERGY CALCULATIONS Ely 'SEPARATE PERMIT REQUIRED FOR 4 Mtichanical ICJ tlectrical 13 IN Gas Piping City of Tukwila BUILDING DIVISION FILE COPY ow. Permit No. Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted cote or ordinance. Receipt of approved FielcI,Copy and conditions is acknowledged: Date: � k C '� City Of Tukwila BUi DING DiViSION Ktv ltyv a) rut& CODE CO VL 0E. 14,0'4 - 5 2003 Of Tuldila REVISIONS, No changes shall be made to the scope of work without prior approval Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER DOS-4I DRAWING INDEX ISSUED / REVISED PERMIT SET DRAWING NO. CALLISON CALLISON www.callison.com PROJECT NO. 207051 .53 MARTIN LEE HILL STATE OF WASHINGTON COPYRIGHT © 2008 CALLISON DRAWING SET PERMIT SET DRAWING TITLE GENERAL INFORMATION A00.0 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 DATE 10/22/08 A ACCES ACOUS AFF AL ALT 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 D DBL DEPT DES DET DF DIA DIFF DIM DISP DIV DN DR DSCON DWR E ELAST ELEC EMBED ENGR ENTR EQ EQUIP (E) EXP JT EXPS EXT F FAB FD FE FE &C FF FHC FIN FLDG FPLC FR FRMG FXD FXTR FLR FURN FWC G GA GAUGE GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS GR GRAD(E)(ING) GYP GYPSUM H HD HDWD HDWE HM HORIZ HP HVAC INFO INSTRUM INSUL INTLK INT INFILTR J JAN ACCESSORY ACOUSTIC(AL) ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ABOVE MALL FINISH FLOOR ANNUNCIATOR ANODIZED APPLIANCE ARCHITECT(URAL) 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 FLOOR(ING) FURNITURE FABRIC WALL COVERING HEAD HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HIGH POINT HEATING, VENTILATING, AND AIR CONDITIONING INFORMATION INSTRUMENT(ATION) INSULATION INTERLOCK(ING) INTERIOR INFILTRATION JANITOR KIT KITCHEN L LAV LB 1 64 LT LVLG LVR M MAX MFD MFR MECH MET MEMB MEZZ MGL MIN MISC MLWK MOIST MOT MTD NIC NO NTS 0 ORNA OVFL OVHD OPNG OPR P PTN PEDTR PBD PNL POLYST PORT PREFIN PREFAB PLAM PLAS PLSTC PLYWD PRTECN 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 UNDRLAY UNDERLAYMENT UTIL UTILITY U.O.N. UNLESS OTHERWISE NOTED V VEH VERT VIF W W/ WC WD WDW W/O 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 \DICATIO \S l • ri — ' ` [Ai SECTIO\ 1 \3ICATIOk II:-11.- 11. -11. • 1/ 11/ / / / / / / / /// ...........u... I III I III I III I III I III I III I III I III WV 1 ...0..a.s.■.a.t s.s.s 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 — � L - J E R X' -X" Q FIRE SPRINKLER C RECESSED LINEAR DIFFUSER LOCATED IN ® TROUGH, SEE M.E.P. DRAWINGS EXHAUST FAN so SMOKE DETECTOR 1-32 FIRE STROBE RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER LIGHT BOX/ TRANSLUCENT CEILING PANEL UNIT AT SALES AREA 0 O ICH SB $D 04 (TEST I el FI \ISH 2X2 ACOUSTICAL CEILING AND GRID AT B.O.H. EXISTING TO BE REMOVED DENOTES EXISTING TO REMAIN DENOTES EXISTING, RELOCATED FIXTURE CEILING HEIGHT CHANGE HEIGHT OF CEILING ABOVE FINISH FLOOR ACCESS DOOR 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 DOWNLIGHT 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 0 0 VU \ 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 \S GRAPHIC SYMBOLS CO \ XXX XXX XXX A.F.Fk ALIGN 0 QA re 43 FHC CO FEC a FV FVC 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 XX DETAIL NUMBER AX.X SHEET WHERE SHOWN Si: 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 • REViontu rUK CODE COMMANCE APPROVED NOV - 5 2008 City Of Tukwila GRAPHIC SYMBOLS �. BUILDING DIVISION 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 tiD HIGH & LOW SIDE REACH LIMITS 'T' -SHAPE 180 TURNS >— NOTE: X < 25 "; Z ? 25" IF X < 20 ", Y = 48" MAX. IF X = 20" - 25 ", Y = 44" MAX. MAX. FORWARD REACH OVER AN OBSTRUCTION CLEAR WIDTH FOR TWO WHEELCHAIRS WHEELCHAIR TURNING DIAMETER MAX. SIDE REACH OVER AN OBSTRUCTION WHEELCHAIR REQUIREMENTS 18 " M 24" C° FRONT APPROACH SWINGING DOOR PULL SIDE r "r FRONT APPROACH SWINGING DOOR PUSH SIDE NOTE: X =12" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER HINGE SIDE APPROACH SWINGING DOOR PULL SIDE NOTE: X =36" MIN. IF Y =60 X =42" MIN. IF Y =54" MIN. X 54" MIN. HINGE SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE: Y =48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER >— LATCH SIDE APPROACH SWINGING DOOR PULL SIDE NOTE: Y =54" MIN. IF DOOR HAS A CLOSER LATCH SIDE APPROACH SWINGING DOOR PUSH SIDE NOTE: Y =48" MIN. IF DOOR HAS A CLOSER 42" MIN. MANEUVERING CLEARANCES AT DOORS h:\ projects \apple \southcenter \caddapsct \sheets \remote stock set \apsct_a- 002.sht 10/23/2008 1:04:03 PM Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET CALLISON CALLISON www.callison.com M ' N LEE HILL STATE OF WASHINGTON COPYRIGHT © 2008 CALLISON PROJECT NO. 207051 .53 OCT 2 DRAWING SET PERMIT SET APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 RECEIVED I i Y OF TUKWILA PERMIT CENTER DRAWING TITLE ADA REQUIREMENTS, DRAWING NO. GRAPHIC SYMBOLS, MATERIAL LEGENDS AND ABBREVIATIONS A00.2 DATE 10/22/08 h:\ projects \apple \southcenter \caddapsct \sheets \remote stock set \apsct a- 003.sht 10/23/2008 1:04:11 PM CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT SET DRAWING TITLE GENERAL NOTES DRAWING NO. A00.3 DATE 10/22/08 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. I / � ` 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 50X 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. f.: I , { 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. 11. 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 F TH THE SPECIFIED GENERAL PROCEDURES) CONTRACTOR 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 FINANCIAL (IN RESPONSIBILITY O CONFORMANCE WI 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 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. , CO lt9 r 0 0 0 ✓ '��°Vi ' 0 $.P • RECEIVER. CITY OF TUK I.A OCT 2 9 2008 PERMIT CENTER F INISH NOTES POWER &COMMUNICATION 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 20Z 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 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 WALL AND RUNNERS BETWEEN THE 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. 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, ISOLATE 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 AND 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 UTILITY RVICES WITHIN AREAS OF DEMOLITION. D TION. DIISCONNECT DISCONNECTING, R REMOVING 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. 1. 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 8, 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 SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETY OR REMOTE STATION SERVICE OR A LOCAL ALARM. 18. FIRE SAFETY DEVICE LOCATIONS TO BE LOCATED PER SURVEY NOTES. FINISH NOTES DEMOLITION NOTES FIRE & LIFE SAFETY NOTES GENERAL NOTES h:\ projects \apple \southcenter \caddapsct \sheets \remote stock set \apsct a- 003.sht 10/23/2008 1:04:11 PM CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON www.callison.com Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT 0 2008 CALLISON ISSUED / REVISED PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT SET DRAWING TITLE GENERAL NOTES DRAWING NO. A00.3 DATE 10/22/08 EXISTING EXIT STAIR MALL CORRIDOR PARTIAL MALL PLAN NOT TO SCALE EGRESS PLAN 3/16 " =1' -0" SCALE NOTES: REFER TO SHEET A00.0 FOR RESPONSIBILITY REQUIREMENTS PROTECT (E) MALL FINISHES THAT WILL REMAIN. PATCH AND REPAIR AS REQUIRED TO MATCH TYP EXISTING ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED AND AVAILABLE FOR INSPECTION UPON REQUEST G.C. TO COORDINATE DEMOLITION OF ALL FIRE ALARM AND SPRINKLER EQUIPMENT WITH LANDLORD REPRESENTATIVE G.C. TO COORDINATE CUTTING AND TRENCHING OF FLOOR SLAB WITH LANDLORD REPRESENTATIVE FLOOR DRAIN, EXISTING TO REMAIN (E) DEMISING WALL - TO REMAIN U.O.N. MAINTAIN RATED SEPARATION, TYP. ELECTRICAL PANEL, EXISTING TO REMAIN; G.C. TO VERIFY LOCATION. REMOVE EXISTING DOOR /FRAME ASSEMBLY REMOVE PORTION OF EXISTING PARTITION SHOWN DASHED REMOVE ALL EXISTING LIGHT FIXTURES AS REQUIRED SPRINKLERS, EXISTING TO REMAIN; G.C. TO VERIFY COMPLIANCE FLOORING - CLEAN EXISTING CONCRETE. FLOOR SLAB TO ACCEPT NEW FINISH FLOORING, CONCRETE TO BE SMOOTH, LEVEL AND FREE OF ANY DEPRESSIONS. COORDINATE WITH CONSTRUCTION PLAN DEMOLITION PLAN CIS North 3/16 " =1' -0" SCALE 1HR -RATED WALL (E) DEMISING WALL /INTERIOR PARTITION O DOOR NUMBER, SEE SHEET A03.0 - — - — • — LEASELINE NON -RATED PARTITION NOTES: 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 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 CONTRACTOR TO VERIFY SIZE OF (E) STRUCTURAL COLUMNS. REPORT DIMENSIONS BACK TO ARCHITECT CONTRACTOR TO VERIFY SM CONCRETE FLOORS TO BE SEALED ARE LEVEL, CLEAN AND SMOOTH 4' -2 1/2 " 22' -113/4 " LEASE LINE TO LEASE LINE 22' -4 1/2 " G.C. TO MATCH EXISTING RATED WALL ASSEMBLY (1HR) LEASE LINE, TYP; VIF '1 1 NOTES: SEE SHEET A00.0 FOR OCCUPANCY LOADS C_ 511. I C I 1 DEMISING WALL, TYP; STUDS BY LANDLORD, GYP BOARD BY TENANT ON TENANT'S SIDE ONLY WHERE NECESSARY SURFACE MOUNTED FIRE EXTINGUISHER, MOUNT AT 48" AFF TO TOP OF UNIT TENANT SPACE S540 SEE FIN. SCHED. A03.0 1 553 SQ. FT. CONSTRUCTION PLAN h: \projects \apple \southcenter \caddapsct \sheets \remote stock set \apsct_a- 020.sht 10/23/2008 1:04:16 PM North RECEIVED CITY OF TUKVVIL OCT 292008 PERMIT CENTER North 3/16 " =1' -0" SCALE ISSUED / REVISED PERMIT SET CALLISON 9335 PROJECT NO. 207051 .53 DRAWING SET PERMIT SET DRAWING NO. A02.0 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 E ? A N LEE HILL STATE OF WASHINGTON Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT © 2008 CALLISON DATE 10/22/08 DRAWING TITLE CONSTRUCTION, EGRESS, PARTIAL MALL, AND DEMOLITION PLANS RECEIVING E107 E202 1 1 PEDESTAL FILE CABINET SHRINK WRAP W/ HEAT GUN HON ULINE 23820— L H -140 7/Al2.0 COLOR: PUTTY WITH HEAT GUN E400 E702 STOCKROOM E500 E502 E503 E504 E505 E506 E507 E509 E510 2 LOT 6 15 1 1 1 1 1 4 10 TASK CHAIR SHELVES SHELVING UNIT, MED — OPEN SHELVING UNIT, ROLLING SYSTEM STEP STOOL STEP LADDER — 8' STEP LADDER — 12' SERVICE CART HAND TRUCK — 3 —WAY CONVERT HAND TRUCK, 2 —WHEEL PEG BOARD (FIELD SIZED) OFFICE STAR KV TEILHABER DENSTOR CRAMER LOUISVILLE LOUISVILLE VALLEY CRAFT VALLEY CRAFT VALLEY CRAFT 5500 82 & 182 QMD4824120 SERIES 500 CRA1001 FM1008 FM1012 4972 4972 9020 5/Al2.3 11/Al2.4 MESH BACK AND SEAT / ADJUSTABLE ANGLE ARMS ALT: AURORA COLOR: GRAY 2 LADDERS FOR LOCATIONS W /REMOTE STOCK ROOM EQUIPMENT LEGEND NONE SCALE 10 ASSEN BLY NUMBER (13) HARDWARE GROUP M FURNITURE, FIXTURE, & EQUIPMENT PLAN LOCATION REMOTE STOCK QUANTITY 1 DESCRIPTION REMOTE STOCKROOM 3/16 " =1-0" SCALE TYPE El QUANTITY AS REQD 1 1 1 1 1 1 2 1 1 1 AS REQD 0 WALL JUNCTION BOX AS NOTED DATA CABLE OUTLET WITH 4 PORTS // QUADPLEX POWER RECEPTACLE CROSS HATCHING INDICATES MILLWORK. PROVIDE SHEET METAL STRAPPING AS REQUIRED. SEE ELEVATIONS/ SECTIONS FOR HEIGHTS 1E500 3 16 23 10 17 24 E503 E504 E505 E506 E507 E509 1E5001 1 1 18 25 12 19 26 1E510 1E5021 PROVIDE DOORBELL REMOTE STOCKROOM 13 20 27 14 21 28 15 22 1E5001 1 1 ' BACK OF HOUSE SIGNAGE 1 REFER TO 1/Al2.4 COORDINATE POWER/ TELECOM/ DATA 1 OUTLET LOCATIONS WITH ELEVATION. 1 SEE 7B/Al2.3 North 9 SIGNAGE 1J /A00.6 NOT USED DOOR WIDTH DIMENSIONS HEIGHT THICKNESS MATERIAL FINISH 4' -0" 7' -O" NONE SCALE 1 -3/4" HARDWARE RFARING HINGFS SURFACE MTD CLOSER SMOKE GASKETS FI OOR MTD DOOR STOP MONITOR CONTACT RIM CYI INDFR ARMOR PLATE VIFWFRS THRFSHOI D BELL PUSH ACCESS CONTROL SYSTEM SILENCER 8 HM FINISH 626 P8 WHITE 630 626 630 630 630 630 KEY B2 P1 VCT1 P2 MANUFACTURER McKINNEY TA714 4.5x4.5 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 TRILOGY: DL 2700 IVES SR -64 NATERIAL RUBBER COVE BASE PAINT VINYL COMPOSITE TILE FRAME MATERIAL FINISH DETAILS HEAD JAMB SILL HM* P2 Iv FR. BURKE MERCER SHERWIN WILLIAMS ARMSTRONG 4/Al2.4 3/Al2.4 TYPE RUBBER WALL BASE LATEX VINYL COMPOSITION DOOR TYPES ASSEMBLY RATING FIRE TEMP SMOKE RATING RISE LABEL 60 MIN. NONE SCALE HARDWARE GROUP M REMARKS NO VISION LITE DOOR 8( FRAME SCHEDULE NONE SCALE 6 NOTES / SIGN ELECTRIC 30 x X (2" LESS THAN DOOR WIDTH) THRESHOLD ELECTRIC DO NOT PROVIDE AT RATED DOORS DOOR AND HARDWARE GROUPS COLOR / SPEC 603 ASH TYPE TS SERIES ZURICH WHITE SW -7626 #B30WB0159 EXCELON STONETEX GRANTE GRAY 52125 7 ROO SIZE 4" HIGH 12" X 12" REMOTE STOCKROOM NONE SCALE 5 NOTES INTERIOR LATEX EGGSHELL SEE 11/Al2.1 VIEWERS WHERE SCHEDULED EQ. EQ @ METAL DOOR VCT1 B2 FINISH KEY P1 RM FIN SCHED REFLECTED CEILING PLAN OPEN NONE SCALE FLOOR WALL WALL CEILING v1ATERIAL BASE FINISH FINISH REMARKS SEE DETAIL 13/Al2.4 FOR BASE NONE SCALE 4 3 NOTES: EXISTING FIRE SPRINKLERS TO REMAIN G.C. TO VERIFY ADIQUATE CLEARANCES FOR FIXTURES, DUCTS & CEILING ITEMS NECESSARY TO MAINTAIN SPECIFIED HEIGHTS. ALERT ARCHITECT ABOUT ANY CONFLICTS PRIOR TO CONSTRUCTION FOR LIGHT FIXTURE ATTACHMENT & INSTALLATION SLLAA N DETAILS, 1 0 0 ALIGN COORDINATE GANZ ZC -D6000 SERIES CAMERA TO VIEW RECEIVING COUNTER Y 1 - 4' -0" LINEAR DIFFUSER, TYP 1 L--- GANZ ZC -D6000 SERIES CAMERA TO VIEW SECURITY CABINETS . C : :1f : :.......1:. _:I: .'1�:::��.' :i RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER North 3/16 " =1-0" SCALE 1 h:\ projects\ apple \southcenter \caddapsct \sheets \remote stock set \apsct a- 030.sht 10/23/2008 1:04:24 PM CALLISON CALLISON www.callison.com Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 - 2888 ISSUED / REVISED COPYRIGHT © 2008 CALLISON PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT SET DRAWING TITLE REFLECTED CEILING AND DRAWING NO. APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 MARTIN LEE HILL STATE OF WASHINGTON EQUIPMENT PLAN, A03.0 DATE 10/22/08 FIXTURE, FURNITURE AND DOOR/ HARDWARE AND FINISH SCHEDULES It 2' -0" 2' -0" 2" RUBBER BUMPER PEG BOARD HOOKS, TYP. ENLARGED PEG BOARD DETAIL RUBBER WALL BASE 11/2 _0 SCALE PARTITION AS SCHEDULED RUBBER BASE SCHEDULED FINISHED FLOOR STOP GYP. BD. 1/4" ABOVE CONC. TYP. 3"= 1'_0" SCALE 14 13 APPLE TO PROVIDE 500 (QTY) APC (ART -PHYL CREATIONS) HDHBE -8, .218" HEAVY DUTY, 6" WIRE PEGBOARD HOOKS. HOOKS CAN BE SOURCED FROv1: HTTP : / /HOOKSTORE.COM /WIREX.HT vl. T.O. PEG BD & SHLVG PEG B PAINT MECHANICALLY FASTENED TO METAL SHELVING UPRIGHTS METAL STORAGE CABINET (BEYOND) 10' -0" A.F.F. BOH F.F. 0' -On PEG BOARD DETAIL VCT TO CONC TRANSIT 3/ = SCALE 6 " =1' -0" SCALE 11 DOOR AS SCHEDULED PEMKO 158A THRESHOLD VCT AS SCHEDULED (E) CONCRETE SLAB 9 0 1— 3" (3' -0" MAX) L — EQ. U ELEVATION I - — 2 DRAWER PEDESTAL FILE PLAN (PARTIAL) (3' -0" MAX) CO \/\ EQ. 6' -0" 3" EQ. (3' -0" MAX) - -- i I -I I —_ _ _4__ -- P1 ADJUSTABLE SHELVES 12" DEEP W/ BRACKETS AND STANDARDS SEE 5/Al2.4 FOR STRAPPING LOCATIONS & MOUNTING HEIGHT RECEIVING COUNTER PL1 CONTINUOUS 1 -1/2" X 1 -1/2" STEEL ANGLE AT DESK ENDS, TYP. ALL BOH DESKS 2 DRAWER PEDESTAL FILE RECEIVING COUNTER SECT © COUNTERTOPS 1/2 " =1' -0" SCALE 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/- GROMMETS PER SPEC 1" P.LAM COUNTER W/ P.LAM EDGE BAND (TYP.) METAL BRACKET - WHITE KV500 CONTIN. 1X4 LEDGER BOARD, PAINT IP1- LEDGER ON ALL THREE SIDES WHEN MILLWORK IS IN AN ALCOVE CONTINUOUS 3/4" FIRE - TREATED PLYWOOD BACKING AT WORK SURFACE L SEE ENLRGD PANS FOR DEPTH U.N.O. 1 /2 " = SCALE 5 RUNNER TRACK VARIES T.O. OPENING SEE INTERIOR ELEVATION FOR FINISH PARTITION AS SCHED. ti 6 1/8 " (1) LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE. SEE INTERIOR ELEVATIONS FOF FINISH. HOLLOW METAL FRAME CONTINUOUS SILENCER DOOR AS SCHEDULED HEAD @ H.M. DOOR 6 "=1'-0" SCALE 1/2" v11N. 4" TYP U.N.O. 2" MAX. .t' (1) LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE. SEE INTERIOR ELEVATIONS FOR FINISH. CONTINUOUS SILENCER SEE INTERIOR ELEVATION FOR FINISH DOORS AS SCHEDULED HOLLOW METAL FRAME FINISH FACE OF WALL WHERE OCCURS JAMB @ H.M. DOOR 6"=1'-0" SCALE 4 3 RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER h:\ projects \apple \southcenter \caddapsct \sheets \remote stock set \apsct_a- 124.sht 10/23/2008 1:04:28 PM Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET PROJECT NO. 207051 .53 DRAWING SET PERMIT SET DRAWING TITLE DETAILS 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 COPYRIGHT © 2008 CALLISON Al2.4 DATE 10/22/08 PLAN NORTH SCALE: OTE sToc C S R00 Aft NEW DOOR INFILL DOOR OPENING OPENING 4' -0" FIXT ,RE ELOOR PL ?. 2 S2.3 I) CONTRACTOR SHALL VERIFY SLAB THICKNESS IS A MINIMUM OF 4 ". IF THICKNESS IS LESS, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IMMEDIATELY. 2) INSTALL KNIK 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. ROLLING STORAGE TRACK PER ARCH 33 MIL STUDS @ 24" O.C. BRACE @ 10' -0" MAX, CONTR TO VFY (I) 1/4'0 X 2" EMB KB3 NILTI � I ROLLING RACK TRACK ANCHOR SCALE: 3'=I' -0' 2SELE 1 � SUPPORT CONNECTION \ 5 SCALE: I' =I' -0' CONCRETE CONNECTION CONNEC710N G� 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. 3/8 "c NILTI KNIK BOLT 3 @ 24" O.C. ALTERNATE SIDE OF TRACK ON WHICH BOLT 15 MOUNTED. BOLT TO BE 3" MIN FROM ANY CONSTRUCTION JOINT (E) STRUCT SLAB L43 MIL X2 "X2 "CONT w/ #10 SCREWS @ EA STUD t RACK STRUCTURE RACK LEG 4 BASE PL PER MFR (E) STRUCT SLAB SCALE: I =I -0 NOTE: ALL DIMENSIONS SHOWN ON THESE 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. RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER 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 EXPIRES: 11 -10 -09 ARMOUR UNSDERFER ENGINEERING, INC 13456 271 PLACE, SUITE 200 BELLEVUE, WA 98005 425 614 -0949 / INFO@AU- ENG.COM JOB NO: 8097 Tenant Space S540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET COPYRIGHT © 2008 CALLISON PROJECT Na 207051 .53 DRAWING SET PERMIT SET DRAWING TITLE PARTIAL FLOOR FRAMING PLAN STOCK ROOM FIXTURE PLAN DRAWING NO. S2.3 DATE 10/22/08 YNA E3 O L_ HEATING - VENTILATING -AIR CONDITIONING SYMBOL DESCRIPTION 0 THERMOSTAT QS REMOTE SENSOR X SUPPLY DIFFUSER RETURN OR EXHAUST GRILLE SUPPLY OR FRESH AIR DUCT (SA OR FA) / RETURN OR EXHAUST AIR DUCT (RA RECTANGULAR DUCT FIRST FIGURE IS SIDE SHOWN ( 10/6 NI SAE ROUND DUCT b h VOLUME DAMPER (ELEV AND PLAN) 1�EL PLAN j1 ( lam TURNING VANES CFM , SUPPLY REGISTER OR GRILLE (R OR G) SIZE CFM RETURN REGISTER OR GRILLE (R OR G) SIZE CFM FRESH AIR INTAKE (FA) SIZE SQUARE CEILING DIFFUSER (SUPPLY) -, ( 1 ' ) 90 FIVE SECTION ELBOW 90 BRANCH TAKE —OFF NOT TO SCALE 45 THREE SECTION ELBOW 45 BRANCH TAKE —OFF TYPICAL ROUND DUCT FITTINGS COND =1 =% NOTE - -1 NOTE 2 - 1 - - - _ 1 L_ _ _ r NOTE NOTE 5 6 EXISTINq FLOOR DRAIN SCALE: 1/4" = 1' -0" ACU -1 NOTE 1 MECHANICAL PLAN s ' 1 AIR CONDITIONING UNITS MARK ACU -1 TOTAL COOLING CAP. TOTAL 17.9 SENSIBLE HEATING MBH* 16.8 CFM 570 EXT. S.P. FAN WATTS 11 ELECTRICAL VOLTS PH MCA MOCP 208 1 16.3 20.0 MANUFACTURER /MODEL NUMBER CARRIER /40KMQ018 - 3 - 01 1. CARRIER IS BASE OF DESIGN. LIEBERT, MITSUBISHI, AIREDALE AND DATA AIR ARE EQUAL. NO EXCEPTIONS. * HEATING CAPACITY BASED ON 47' F OUTDOOR AIR TEMP. AND 70 F INDOOR AIR TEMP. AIR COOLED CONDENSING UNITS MARK COND -1 LOCATION ROOF SERVES ACU -1 CAP. TONS 1.5 SUCTION TEMP. 'F 50 AMB. ENT. AIR 95 MOTOR DATA HP VOLTS 208 PH 1 MANUFAC. CARRIER MODEL NUMBER 38grf018 -3 -01 1. CARRIER IS BASE OF DESIGN. LIEBERT, MITSUBISHI, AIRDALE AND DATA AIR ARE EQUAL. NO EXCEPTIONS. 2. PROVIDE LOW AMBIENT CONTROLS. 3. PROVIDE MOUNTING BASE. GENERAL NOTES: A. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH "CONSIDERATION AND SPECIFICATIONS MANUAL FOR TENANT IMPROVEMENT WORK." OBTAIN COPY FROM BUILDING MANAGEMENT. B. ALL WORK SHALL BE IN ACCORDANCE WITH CITY, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. C. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED, BALANCED AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN FURNISH AND INSTALL COMPLETE AND READY FOR USE. D. THE SCOPE OF WORK INDICATED IN THESE DOCUMENTS SHALL INCLUDE MECHANICAL SYSTEMS, FULLY ADJUSTED, TESTED AND READY FOR USE. PROVIDE ANY OTHER ITEMS NECESSARY TO 6. COMPLETE THE MECHANICAL SYSTEM. E. PRIOR TO INSTALLATION OF ANY WORK, CONTRACTOR SHALL VERIFY THAT ALL DUCTWORK, PIPING, ETC. SHALL BE FREE FROM INTERFERENCE WITH EXISTING CONDITIONS. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL CONTACT ARCHITECT. F. THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY VALVE, FITTING, TRAP, CONTROL DEVICE, CONTROL METHODS, OR SIMILAR ITEMS REQUIRED FOR COMPLETE INSTALLATION. THE CONTRACTOR SHALL INCLUDE SUCH ITEMS AS REQUIRED. G. LOCATIONS OF SUPPLY DIFFUSERS TO BE COORDINATED WITH ARCHITECTUAL REFLECTED CEILING PLANS. H. ALL PIPING, DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED AND BRACED IN ACCORDANCE WITH THE GUIDELINES FOR SEISMIC RESTRAINTS FOR MECHANICAL SYSTEMS AS PUBLISHED BY SMACNA. I. COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING WORK. J. NOTIFY OWNER 48 HOURS IN ADVANCE BEFORE ANY SYSTEM IS SHUT DOWN. COORDINATE SHUT DOWN WITH OWNER'S REPRESENTATIVE. K. OBTAIN A COMPLETE SET OF AS —BUILT DRAWINGS OF EXISTING CONSTRUCTION FROM THE OWNERS FOR INFORMATION ON EXISTING CONDITIONS. L. PROVIDE ACCESS PANELS AT ALL CONCEALED COILS, REHEAT BOXES, CONTROL VALVES, MOTORS, FIRE DAMPERS AND FIRE /SMOKE DAMPERS. ALL VOLUME DAMPERS SHALL BE ACCESSIBLE. M. VENT ALL HIGH POINTS AND PROVIDE VALVE DRAINS AT ALL LOW POINTS IN HEATING AND COOLING PIPING SYSTEMS. RUN VENT DRAINS TO ACCESSIBLE LOCATIONS. N. FIRE SEAL ALL PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEALANT MATERIAL. SEALANT AROUND DUCTS SHALL BE LISTED AND APPROVED FOR THE SPECIIC USE. 0. BALANCE THE ENTIRE SYSTEM AND SUBMIT TWO COPIES OF THE BALANCE REPORT INCLUDING A DRAWING IDENTIFYING EACH DIFFUSER, FAN, VAV, ETC. BALANCING CONTACTOR SHALL BE CERTIFIED BY AABC. P. REFRIGERANT PIPING SIZES ARE FOR BIDDING PURPOSES ONLY. ACTUAL REFRIGERANT PIPING SIZES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL ACCESSORIES AS REQUIRED BY MANUFACTURER FOR COMPLETE WORKING SYSTEM, INCLUDING ANY ACCESSORIES ASSOCIATED WITH LONG LENGTH APPLICATIONS WHERE APPLICABLE. H.V.A.C. NOTES: 1. PROVIDE REFRIGERANT LINES FROM COND -1 ON ROOF TO ACU -1 IN REMOTE STOCK ROOM. SIZE ACCORDING TO MANUFACTURER'S SPECIFICATIONS. COORDINATE EXACT LOCATION IN FIELD WITH LANDLORD. ED WITH SUPPLY AIR FAN 2. 3. 4. 5. PROVIDE MOTORIZED DAMPER INTERLOCK BALANCE TO SUPPLY 90 CFM. FRESH AIR DUCT TO BE ROUTED TO EXISTING LANDLORD FRESH AIR DUCT. COORDINATE EXACT ROUTING AND CONNECTION LOCATION IN FIELD. PROVIDE 1" CONDENSATE PIPING FROM INTEGRAL CONDENSATE PUMP OF ACU -1 TO NEW FUNNEL AT EXISTING FLOOR DRAIN. PROVIDE MINIMUM CODE APPROVED AIR GAP. PROVIDE ZURN Z326 INDIRECT WASTE FUNNEL OR EQUAL. CONNECT FUNNEL TO EXISTING FLOOR DRAIN. VERIFY EXACT PIPE SIZE IN FIELD PRIOR TO CONSTRUCTION. ro o pt. osiS C. OIL RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER CALLISON ARCHITECTS. www.callison.com Tenant Space 8540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED PERMIT SET DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Schnackel • NewYork • Omaha ® LosAngeles • CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com , ;;;;:AL; < COPYRIGHT© 2008 CALLISON PROJECT NO. 207051.53 DRAWING SET PERMIT SET DATE 10/22/08 DRAWING TITLE MECHANICAL PLAN M2.2 COND-1 ACU -1 30 2 - NOTE 144 NOTE 43 MOUNT JUNCTION BOX TO UN /T MD NOTE 25 ELECTRICAL NOTES: 1. WIREMOLD RACEWAY (6000 SERIES) SHALL BE MOUNTED IN THE TRAY BENEATH COUNTER. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL LOCATION AND MOUNTING INFORMATION. 2. CUSTOM WALKER FLOOR BOX WITH SINGLE RECEPTACLE AND TWO (2) DATA CONNECTIONS FOR SALES TABLES. PROVIDE DATA CABLES (BERK -TEK LANMARK -1000, UTP, 4PR, CAT 6) AND FLEXIBLE CONNECTION AT FLOOR BOX LOCATION FOR LEVEL ADJUSTMENT. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS AND REQUIREMENTS. GENERAL CONTRACTOR TO PROVIDE FINAL TERMINATION. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING PRODUCT AND INSTALLATION. COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD - BERSON, 1- 800- 338 -1315 EXT. 5059. 3. NOT USED 4. NOT USED. 5. POWER CONNECTION FOR LCD SCREENS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. GENIUS BAR: LCD -01 AND LCD -02 6. NOT USED. 7. NOT USED 8. PROVIDE QUANTITY OF 120V CIRCUITS INDICATED TO PREWIRED MILLWORK FURNITURE. PROVIDE HARDWIRED FLEXIBLE CONNECTION FROM ELECTRICAL JUNCTION BOX TO MILLWORK CABINET. 9. PROVIDE 8 "H X 3/4 "D TYPE AD UNPAINTED PLYWOOD FOR TELEPHONE BACKBOARD AND APPROVED GROUNDING MEANS. INSTALL QUAD RECEPTACLES AS SHOWN, LENGTH TO BE DETERMINED BY ACTUAL SIZE OF DATA RACKS. 10. 12VDC POWER SUPPLY /TRANSFORMER FOR CARD READER AND ELECTRIC DOOR LOCK. PROVIDE RECEPTACLE ABOVE CEILING FOR 12VDC TRANSFORMER CONNECTION AND LABELING (LOCATION). COORDINATE FINAL LOCATION IN FIELD. 11. LOCATION OF MAGNETIC DOOR SWITCH (FOR BURGLAR ALARM SYSTEM) PROVIDED WITH DOOR HARDWARE. ELECTRICAL CONTRACTOR TO PROVIDE 3/4 "C TO TELEPHONE BOARD IN BACK OF HOUSE STOCKROOM. DEVICE AND WIRING TO BE FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. 1 EXISTING PANEL TR STOCK ROOM POWER PLAN SCALE: 1 4" = 1' -0" GENERAL ELECTRICAL NOTES: A. EXISTING CONDITIONS SHOWN ARE BASED ON AS -BUILT DRAWINGS PROVIDED BY THE OWNER AND LIMITED HELD VERIFICATION. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED TO ALLOW FOR INSTALLATION AND CONSTRUCTION OF NEW WORK. C. REMOVE ALL EQUIPMENT, DEVICES, FIXTURES, CONDUITS, SUPPORTS, HANGERS, ETC., NOT SHOWN THAT ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW WORK. RECESSED BOXES AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAIN MAY BE ABANDONED IN PLACE AS LONG AS THE OPENINGS ARE PATCHED AND THE CONDUCTORS REMOVED. D. ALL ITEMS SHOWN HATCHED ARE TO BE DEMOLISHED ALONG WITH THEIR ASSOCIATED BOXES, CONDUITS, CONDUCTORS, SUPPORTS, AND HANGERS UNLESS OTHERWISE NOTED. RECESSED BOXES AND CONDUITS CONCEALED WITHIN WALLS OR FLOORS THAT ARE TO REMAIN MAY BE ABANDONED IN PLACE AS LONG AS THE OPENINGS ARE PATCHED AND THE CONDUCTORS REMOVED. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL EQUIPMENT NOT REUSED AS PART OF THE NEW WORK. THE OWNER SHALL HAVE FIRST SALVAGE RIGHTS ON ALL MATERIALS AND EQUIPMENT. F. MAINTAIN CONTINUITY OF CIRCUITS AS NEEDED TO PROVIDE POWER TO REMAINING DEVICES, FIXTURES, OR EQUIPMENT NOT BEING REMOVED. _J NOTE 36 I-- -' NOTE 269 fr I I NOTE 42 CO ELECTRICAL NOTES CONTINUED: 12. SECURITY KEYPAD MOUNTED AT +42" AFT. ELECTRICAL CONTRACTOR TO PROVIDE BELDEN 83721 (PLENUM RATED) CABLE FROM CARDREADER LOCATION TO POWER SUPPLY /LOW VOLTAGE TRANSFORMER IN CEILING. 13. CUSTOM WALKER FLOOR BOX WITH SINGLE RECEPTACLE. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS AND REQUIREMENTS. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING PRODUCT AND INSTALLATION, COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD- BERSON, 1- 800 - 338 -1315- EXT. 5059. a. POWER CONNECTION: PROVIDE (1) 1/2" CONDUIT STUP -UP AND WIRE ROUTED UNDER STONE FLOOR TO NEAREST PARTITION AND HOMERUN TO PANELBOARD NOTED. 14. DIMMER SWITCH LOCATED IN GENIUS BAR CREDENZA FOR RIGHT -LEFT CREDENZAS /GENIUS BAR LOGO CONTROL. 15. PROVIDE THREE (3) DEDICATED 20A QUAD RECEPTACLES, TWO (2) DUPLEX RECEPTACLES, AND ONE (1) NEMA L5 -20R RECEPTACLE. REFER TO ARCHITECTURAL ELEVATIONS FOR DIMENSIONS. SEE ENLARGED PLAN ON SHEET E2.2 16. PUSHBUTTON FOR BUZZER SYSTEM. PROVIDE ENGRAVED LABEL "APPLE" AT PUSH BUTTON. 17. DOORBELL ANNUNCIATOR IN CEILING ABOVE GENIUS BAR AND MANAGER'S OFFICE. MOUNT AT 8' ABOVE RECEIVING COUNTER. 18. PROXIMITY CARD READER TO CONTROL GENIUS ROOM DOOR. MOUNT ON INSIDE FACE OF GENIUS BAR. 19. CUSTOM WALKER FLOOR BOX WITH SINGLE RECEPTACLE AND TWO (2) DATA CONNECTIONS FOR KIDS AREA. PROVIDE DATA CABLES (BERK- TEK LANMARK -1000, UTP, 4PR, CAT 6) AND FLEXIBLE CONNECTION AT CLOOR BOX LOCATION FOR LEVEL ADJUSTMENT. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL AND REQUIREMENTS. GENERAL CONTACTOR TO PROVIDE FINAL TERMINATION. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING PRODUCT AND INSTALLATION. COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD - BERSON, 1- 800 - 338 -1315 EXT. 5059. 20. CUSTOM WALKER FLOOR BOX WITH SINGLE RECEPTACLE AND TWO (2) DATA CONNECTIONS FOR ETC. TABLES. PROVIDE DATA CABLES (BERK- TEK LANMARK -1000, UTP, 4PR, CAT 6) AND FLEXIBLE CONNECTION AT FLOOR BOX LOCATION FOR LEVEL ADJUSTMENT. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL AND REQUIREMENTS. GENERAL CONTACTOR TO PROVIDE FINAL TERMINATION. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION. COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD - BERSON, 1- 800 - 338 -1315 EXT. 5059. 21. PROVIDE (1) 1/2" SPARE ELECTRICAL CONDUIT AT EACH ACCESSIBLE TRAY LOCATION. COORDINATE EXACT LOCATION AND ROUTING WITH ARCHITECT PRIOR TO ROUGH -IN. 22. NOT USED 23. NOT USED. 24. POWER CONNECTION FOR COM CARD: GENIUS BAR: COM -01 25. PUSHBUTTON FOR BUZZER SYSTEM AT REMOTE STOCKROOM. PROVIDE ENGRAVED LABEL "APPLE" AT PUSHBUTTON. DIFFERENT NOTIFICATION TONE FROM THAT OF BOH BUZZER TO BE USED. 26. DOOR ANNUNCIATOR IN CEILING ABOVE MANAGER'S OFFICE. MOUNT AT 8' -0" ABOVE RECEIVING COUNTERS IN MAIN STOCKROOM AND REMOTE STOCKROOM. 27. NOT USED. 28. CONDUIT STUB -UPS FOR GENIUS BAR POWER /DATA /AV COMMUNICATION. a. POWER CONNECTION: PROVIDE (1) 1/2" CONDUIT STUB -UP AND WIRE ROUTED UNDER STONE FLOOR TO NEAREST PARTITION AND HOMERUN TO PANELBOARD NOTED. b. DATA COMMUNICATION: PROVIDE (2) 3/4" CONDUITS ROUTED IN FLOOR AND UP PARTITION WALL TO ACCESSIBLE CEILING AREA AND CONTINUE PLENUM CABLING TO THE DATA RACK IN THE STOCKROOM. PROVIDE CABLING AND LEAVE 20" COIL AT DATA RACK AND 10" COIL AT JUNCTION BOX. DATA FACEPLATE TO CONSIST OF (2) MODULAR INSERTS AND THE REMAINING BLANKS. GENERAL CONTRACTOR TO MAKE FINAL TERMINATION. ELECTRICAL NOTES CONTINUED: 29. NOT USED 30. PROVIDE (1) 3/4 "C FOR (1) BERTEK CAT 6e CABLE (CONTROL WIRING) FROM JUNCTION BOX TO ICSNET HUB FOR COM CARD: COM- 01. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL AND REQUIREMENTS. GENERAL CONTRACTOR TO PROVIDE FINAL TERMINATION. 31. NOT USED. 32. CUSTOM WALK FLOOR BOX WITH SINGLE RECEPTACLE AND TWO (2) DATA CONNECTIONS FOR PROCEDURE TABLE. PROVIDE (2) DATA CABLES, (1) FOR ROUTED TO THE DATA REACK (AVC -01) AND (1) ROUTED TO THE TELEPHONE EQUIPMENT BOARD FOR THE WIRELESS PHONE SYSTEM. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. GENERAL CONTRACTOR TO PROVIDE FINAL TERMINATION. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING PRODUCT AND INSTALLATION. COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD - BERSON, 1- 800 - 338 -1315 EXT. 5059. 33. CUSTOM WALK FLOOR BOX WITH SINGLE RECEPTACLE AND TWO (2) DATA CONNECTIONS FOR CONCIERGE TABLE, PROVIDE (2) DATA CABLES, (1) FOR ROUTED TO THE DATA REACK (AVC -01) AND (1) ROUTED TO THE TELEPHONE EQUIPMENT BOARD FOR THE WIRELESS PHONE SYSTEM. PROVIDE LABELING AND LEAVE 20" COIL AT EQUIPMENT RACK AND 10" COIL AT FLOOR BOX. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. GENERAL CONTRACTOR TO PROVIDE FINAL TERMINATION. PROVIDE SHOP DRAWINGS OR SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING PRODUCT AND INSTALLATION. COORDINATE EXACT PRODUCT AND SPECIAL FINISH WITH THE WALKER REPRESENTATIVE, MS. JANICE McCLOUD - BERSON, 1- 800 - 338 -1315 EXT. 5059, 34. PROVIDE CONVENIENCE RECEPTACLE MOUNTED BELOW COUNTER. 35. PROVIDE CEILING MOUNTED RECESSED JUNTION BOX FOR CONNECTION OF SHOPPER TRACK SYSTEM. 36. PROVIDE FINAL CONNECTION TO MOTORIZED DAMPER. PROVIDE LOW VOLTAGE TRANSFORMER IF REQUIRED. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR. CONNECT TO NEAREST CONTINUOUS 120V CONVENIENCE RECEPTACLE CIRCUIT. INTERLOCK WITH SUPPLY FAN IN HVAC EQUIPMENT ASSOCIATED WITH THE DAMPER SUCH THAT DAMPER OPENS WHEN SUPPLY FAN STARTS. 37. DUCT SMOKE DETECTOR AND SHUT -DOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. COORDINATE COMPATIBILITY WITH THE FIRE ALARM SYSTEM. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL A REMOTE TEST STATION WHERE REQUIRED BY THE LOCAL AHJ. COORDINATE REMOTE TEST STATION MOUNTING LOCATION WITH OWNER AND FIRE MARSHALL. FINAL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 38. KEY SWITCH TO OPERATE SLIDING GLASS DOORS; SEE ARCHITECTURAL SHEETS FOR EXACT LOCATIONS. 39. PROVIDE JUNCTION BOX AND LOW VOLTAGE TRANSFORMER FOR CONNECTION OF LOW VOLTAGE WATER CLOSET AUTOMATIC FLUSH VALVE SENSOR. SEE WATER CLOSET SCHEDULE ON P1.1 FOR TRANSFORMER CATALOG NUMBER. 40. SECURITY ALARM KEYPAD; SEE ARCHITECTURAL SHEETS FOR MOUNTING LOCATION. 41. LUTRON KEYPAD; SEE ARCHITECTURAL SHEETS FOR MOUNTING LOCATION. 42. CONNECT NEW CIRCUIT TO EXISTING PANEL. IF NOT AVAILABLE, PROVIDE ONE 20/1 CIRCUIT BREAKER FOR THIS CIRCUIT. 43. PROVIDE FINAL ELECTRICAL CONNECTION TO ACU -1, TO BE INTERCONNECTED WITH POWER SUPPLY TO COND -1, ON ROOF. 44. CONNECT NEW CIRCUIT TO EXISTING PANEL. PROVIDE ONE 20/2 CIRCUIT BREAKER FOR THIS CIRCUIT, #12 AWG FEEDER. Lila L11 L11 NOTE 42 L11 L11 1 1 Ll a L11 L11 1 EXISTING PANE. 0 0 L11 a L11 1 1 L1 a STOCK ROOM LIGHTING PLAN SCALE: 1/4" = 1' -0" LEGEND /2k EXISTING NEW WORK NEW TO EXISTING CONNECTION RECEIVED CITY OF TUKWILA OCT 2 9 2008 PERMIT CENTER ISSUED / REVISED PERMIT SET PROJECT NO. 207051.53 DRAWING SET PERMIT SET DRAWING NO. CALLISON E2.2 APPLE INC. 1 INFINITE LOOP M5: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 CALLISON ARCHITECTS, www.callison.com S • NewYott • Omaha • LosAngeles ■ CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com Tenant Space 8540 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 COPYRIGHT© 2008 CALLISON TELECOM PLANS DATE 10/22/08 DRAWING TITLE POWER SIGNAL AND