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HomeMy WebLinkAboutPermit PG08-173 - WESTFIELD SOUTHCENTER MALL - APPLEAPPLE 801 SOUTHCENTER MALL PGO8-1 73 Parcel No.: 6364200010 Address: Suite No: Cityf 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 PLUMBING /GAS PIPING PERMIT 801 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -173 09/02/2008 03/01/2009 Tenant: Name: APPLE Address: 801 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA Contact Person: Name: STEPHEN BLACKSTONE Address: 1420 FIFTH AV , SEATTLE WA Contractor: Name: ANDERSON MAGRUDER CO INC Address: PO BOX 30759 , SEATTLE WA Contractor License No: ANDERM *2930H Phone: Phone: 206 623 -4621 Phone: 206 784 -4600 Expiration Date: 03/13/2009 DESCRIPTION OF WORK: PLUMBING FOR TENANT IMPROVEMENT TO EXISTING SPACE Value of Plumbing /Gas Piping: Fees Collected: $30,000.00 $286.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 2 grease interceptors 0 0 Repair or alteration of water piping and/or water 2 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 2 Gas Piping 0 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -173 Printed: 09 -02 -2008 City oPTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG08 -173 Issue Date: 09/02/2008 Permit Expires On: 03/01/2009 Permit Center Authorized Signature: Date: D ?/.6'- /c I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: Z an L !Y1 . /� c Date: 2 U n d void if the work This permit shall become is nebmmenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG08 -173 Printed: 09 -02 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: APPLE . • 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 801 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -173 ISSUED 06/11/2008 09/02/2008 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfiU, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** doc: Cond -10/06 PG08 -173 Printed: 09 -02 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: //'D Date: ordinances governing or local laws regulating doc: Cond -10/06 PG08 -173 Printed: 09 -02 -2008 SITE CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /tivww. ci. tulcwila. wa. us Ql ATION Site Address: Tenant Name: Building Permit N Mechanical Permit N'o. Plumbin ► 46 -221 _W. ,it Project Ni or.ofdt nd 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 ** • 'r b3.Z - sjclatfr+tt King Co Assessor's Tax No.: 6sh€142,9 - OD 1 D — p4crA NSJat4 Suite Number:.' Floor: i'97. Ri!l7e New Tenant: ❑ Yes X.No Property Owners Name: (t(1CJSTp1ELI' co - Pottperiai4, 1NI, (,. Mailing Address: 11 kO1 lAJLLF IJ LIZa lu. -1/171 I1T" PDX. /-� A-NGt�LES City Name: ' 1 tiilb(4 17. 'N E Day Telephone: Mailing Address: L+2—o F I Fa A1/e.ts .(A.E City E -Mail Address: iG 177NE e t ,t4 So N . Geri Fax Number: 1 . GENES CONTRACTOR 1 (Contractor, n orn tion fo M ch ai (p1t 4 ` dor,Plumbitig and antt Gas Piping (pg 5)), Company Name: I•tP010MV1 j)GtN f GONS-hCLLi•Uf18N Mailing Address: bQ GPt State 4jb02 -5 Zip 1.2-0k .623. 10A ' 101 -3 State Zip tab 623. d 14 RIMATION - • Contact Person: M 1411A—Pre E -Mail Address: 1V1 ftAve.11vil( L1 S I.1 q WM ✓T GOi'si Contractor Registration Number: Company Name: Mailing Address: 1420 pi F?t A-V&N VE , City State Zip Day Telephone: 1 . b 11. 4722- . 100 0 Fax Number: (. b17 . 1422- • 1O1, Expiration Date: Contact Person: (VI ,P112�/ N 141 LA. E -Mail Address:j�L. lai GA'lilil SyAI. l�01M Company Name: Mailing Address: Contact Person: S City uth g8Io1 -X39.3 State Zip Day Telephone: t • 2- Pip . b23. 49-b9•%a Fax Number: 1 • 10 . t'2,3.1 -('2 M,M 01m2 2 V N SPE 6N eilNe f--11V ei I fil.�Ci 1 1Yel-5 k GE 2--1T" P EGG 1?aF�€/VE evoS fTI VNs(7G12•PC12- E -Mail Address: 13121 P►'n11., p(vt- CN 1.I . libr✓t Q: Wpplicationsworns- Applications On Line.0 -2006 - Permit Apptication.doc Revised: 9 -2006 bh City State Zip Day Telephone: 1. 11-.S. l9 /4(. O Fax Number: 1 .4126. & 11. c" Page 1 of 6 BUILDING PERMIT INFORM. ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ t et P01 Po Existing Building Valuation: $ Scope of Work (please provide detailed information): A -t NAN7 Ir4PPoveMEwT DV Ex 'i 'I" T SPA-C£ Will there be new rack storage? Igt Yes de A l! Bu ❑.. No If yes, a separate permit and plan submittal will be required. ding Areas Square Footage Belo neY Per 1BC SS ,1 sr Nd M peesettmte PLANNING DIVISION: Single family building footprint (are of the foundation of all structures, plus any decks over 18 inc -s and overhangs greater than 18 inches) *For an Accessory dwelling, pro de the following: Lot Area (sq ft): Floor area of principal dwelling: or area of accessory dwelling: *Provide docume . tion that shows that the principal owner lives in one of the dwellings as his or er primary residence. Number of Parking St. s Provided: Standard: Compact: Handicap: Will there be a ch e in use? ❑ Yes Bal No If "yes ", explain: FIRE PROT CTION/HAZARDOUS MATERIALS: Sprinklers NI Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes fid No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:'Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 • 1 • rLUMBING AND GAS-PIPING PERMIT INFORMATION — 206= 431 =3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 13e pep Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 0) 0 DO Valuation of Gas Piping work (contractor's bid price): $ N/A Scope of Work (please provide detailed information): A 1WVAcNT -j v_A-NT Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): _tAraksbai.,61taairoie M Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: )Fixture Type _ '' .- . ' . ' :Qty , ;: ,Eixtur "Type .: s m,, , ,_Qty<, s :II*. Type �°,° , k _Q' .. �>Ixtujre"��ype= � - Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain j,. Sinks G(. 'Apr) 2 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment / Repair or alteration of drainage or vent piping J ` Medical gas piping system serving one to five inlets /outlets for specific gas Q:'Applications\Forms- Applications On Line\3 -2006 - Pennit Application.doc Revised: 9 -2006 Page 5 of 6 - s -:s.•nrx•<4 a i' }. r '�ttZ , ti�Sr�/ eiy.;c•�. . f,,>'4:4�+ �E 0 ', P t` A' IQ i O, r `S ' °Pplr a I�tootkper rts in: thys apg'1 a 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. Print Name: /hkrit? ! h) ! t -e).1) Date: di ti 4D� �+_ f/'� Tit Telephone: ' ^ Y-62- - 6 a) / Mailing Address: 4,33 SO.41417C �4 -f Tt u' /p--,i .3 I i.t /440; Lv}9- 5v City State Zip Date Application Accepted: E•/ t (f ( 16 L Date Application Expires: P' Il ( 1( r �� G Staff Initials: Aifv\.. / Q:1Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised 9.2006 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -173 Address: 801 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/11/2008 Applicant: APPLE Issue Date: Receipt No.: R08 -03110 Payment Amount: $236.00 Initials: LAW Payment Date: 09/02/2008 01:02 PM User ID: 1632 Balance: $0.00 Payee: ANDERSON - MAGRUDGER MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 009192 236.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 236.00 Total: $236.00 6 } ?.:;n X9/02 9710 TOTAL 27 . 0 doc: Receiot -06 Printed: 09 -02 -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 SET RECEIPT RECEIPT NO: R08 -02065 Initials: JEM User ID: 1165 Payee: CALLISON Payment Date: 06/11/2008 Total Payment: 7,743.25 SET ID: S000001052 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D08 -321 6,987.50 EL08 -744 465.50 M08 -166 240.25 PG.0 -J =�1 50.00 TOTAL: 7,743.25 TRANSACTION LIST: Type Method Description Amount Payment Check 213176 7,743.25 TOTAL: 7,743.25 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.345.832.00.0 465.50 000/345.830 7,277.75 TOTAL: 7,743.25 3537 06/11 9711 TOTAL 7743.25 Doc: RECSETS -06 INSPECTION NO. INSPECTION RECORD QG _ ird? Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of pection: ,,, �/ /, Address: I ' Date Called Special Instructions: Date Wanted:// //�� �/ ...a.m. ' l0 ' � Q p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6,0 ,lam .,pt ? .•f__ 0 I /...)( Jut Ai- Inspector :( Date: J ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit /JL P6-- ri3 PERMIT NO. Project: Type of Inspection: I f,i-ki.,.{ io(,,,,,e,-iy Date Called: Address: t () �� I Sc ( Special Instructions: Date Wanted: rG - 3v- m. g Requester: . fl a - AiFcd Phone No: 2,0(: 3 '72 -0332 Approved per applicable codes. orrections required prior to approval. COMMENTS: L... AV o S 06 LJ . fl a - AiFcd ?12) (AU i(( 11 - .A7A,` ^J i 711 to I,J ✓N--i / • A I! /' Inspect r: IDate:t d ) vs ri $60.00 REINSPECTION FEE REQ 'RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: PQ � _ Type of Inspecti n: F, R.-e -i p (,,. ` 7 Address: s ` s c A J I t Date Called: 1Av i S i'' ?v I.'1t- ti A eA,s Special Instructions: ivcinSS (R. osff" J'i'ilC 3) 0 A4`rn,t-e Date Wanted: ,N, k • • Requester: G01)1 - 9q9 -92P? Ba Phone No: 7 Z 0332_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: t Co 01 -- 0 e'' .L-1 .-11--,,. 1 Lie?‘ re—el lr A-I A- S. � ( A� /t ,a E i\'- k Li nom' 1 /2' L., 1 t\ ri/ Z--0 IL, p f � . 1Av i S i'' ?v I.'1t- ti A eA,s iuIJ)- .j -T-1 e_ 3- " �t,X . 3 Q S:...k — Ac�9 -JJ ju,,J 0,44 ,N, k G01)1 - 9q9 -92P? Ba A r 1 Insprfor: x`U El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date:1 Qr Receipt No.: 'Date: 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0?' /73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION iR- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367(0 Project: / tr 4-F. p /_.] Type of Ins ection :: } s- K04, / 1 / �' /`l kr 7s, HJ Address.! / ,� % Date Called / /i1 .�. / n y7 !� .. r //1e7---‘ • Special Instructions: Date Wanted: F /2 a.m. Requester: Phone No: ,2_1J6- 7.- 033 2 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: p /_.] (2,k,/ /; 1i1 ----- ` Z-- f / 7 v /A >f/%G 7i--- (%S�/'� sA'�-f / /i1 .�. / n y7 !� .. r //1e7---‘ • Date: $58.00 REINSP ION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Se INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- i'Gob -/ -7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Pro ef� / % / Type Ins eci „0-12 G` / (/� ,,'� /� / Ad.i: S_, / /7 Date Called: Special Instructions: Date Wantgd: c" a m... Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. b COM MENTS: Inspector/7� Date v r � $58.00 REINSPECTI EE REQUIRED. Prior o inspection. fee must be paid at 6300 Sout center Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: • • HERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -173 DATE: 06 -11 -08 PROJECT NAME: APPLE SITE ADDRESS: 801 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Bull•i Itt D vision Fire Prevention n Planning Division Public Works X. Structural n Permit Coordinator ifi_,1_,,„ (-er) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ff Incomplete n Comments: DUE DATE: 06-17-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-15-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Look Up a Contractor, Electri , Plumber or Elevator Professional Liaise Detail Page 1 of 3 Information in Spanish I Topic Index 1 Contact Info I • Search Home Safety Claims @ Insurance Workplace Rights Trades ft Licensing Find a Law (RCW) or Rule (WAC) Get a form or publication Return to List > Start a New Search > 0 Printer friendly 0 Help General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers' Comp Premium Status Name Phone No. Address Suite /Apt. ANDERSON MAGRUDER CO INC (206) 784-4600 PO BOX 30759 City SEATTLE State WA Zip 98113 County KING Business Type CORPORATION Parent Company Check for Dept. of Revenue Account UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date J Previous License Next License Associated License Specialty 1 Specialty 2 600051104 ACTIVE ANDERM'2930H i CONSTRUCTION `� CONTRACTOR 9/8/1971 3/13/2009 ANDMAI'0140M PLUMBING .y FIRE PROTECT SYSTEM s Business Owner Information ii Hide All Name Role Effective Date Expiration Date ANDERSON, RONALD E PRESIDENT 09/08/1971 Bond Amount MAGRUDER, DIANE B SECRETARY 09/08/1971 SP22328954 MAGRUDER, DAVID L VICE PRESIDENT 09/08/1971 s Bond Information :) Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 WESTERN SURETY CO SP22328954 01/28/2002 Until Cancelled 12/07/2005 $6,000.0011/27/2001 6 WESTERN SURETY CO SP22328954 01/28/1998 01/28/2002 $4,000.00 5 FIREMANS FUND INS CO 11133045911 03/05/1993 11/22/1993 $4,000.00 OLD 4 REPUBLIC YL1219630 04/01/199108/20 /1992 $4,000.00 INS CO INDIANA 3 LUMBERMENSSBP1201115704 /01/198804/01/1991 $4,000.00 MUTUAL INS HARTFORD 2 ACCIDENT & 5069956 04/01/198704/01 /1988 INDEM CO HARTFORD 1 ACCIDENT& 5053787 04/01/198304/01 /1987 INDEM CO https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= ANDERM *2930H 09/02/2008 PLUMBING FIXTURE SCHEDULE ITEM 1. Cast Iron Pipe: ASTM A 74 extra heavy weight. a. Fittings: Cast iron. b. Joints: Hub —and— spigot, CISPI HSN compression type with ASTM C 564 neoprene gaskets or lead and oakum. 2. Cast Iron Pipe: CISPI 301, hubless. a. Fittings: Cast iron. b. Joints: CISPI 310, neoprene gasket and stainless steel clamp and shield assemblies. 3. PVC Pipe: ASTM D 2665 or ASTM D 3034. (Where permitted by local code.) a. Fittings: PVC. b. Joints: Solvent welded, with ASTM D 2564 solvent cement. Sanitar Sewer Pi.in• Above Grade: ROUGH -IN SERVICES DESCRIPTION REMARKS FIXTURE COLD WATER HOT WATER WASTE VENT INDIRECT WASTE GAS WC-1 WATER CLOSET 1" -- 4" 2" -- -- KOHLER "KINGSTON ", WALL MOUNTED SIPHON JET WHITE WATER CLOSET MODEL NO. K -4330, ELONGATED VITREOUS CHINA BOWL WITH WHITE OPEN FRONT SEAT MODEL NO. K- 4710 -T AND SLOAN SENSOR FLUSH MODEL 111 -ES -S FLUSH VALVE. FURNISH WITH BOLT CAPS, EL -154 TRANSFORMER AND CHROME SUPPLY STOP. 1.6 GPF ADA COMPLIANT LAV -1 LAVATORY WALL MOUNTED 1/2" 1/2" 2" 1 1/2" -- -- DURAVIT ARCHITECT SERIES MODEL NUMBER DUR- 0449580000 -L WITH TWO PREPUNCHED TAP HOLES, ADA COMPLIANT WALL MOUNTED LAVATORY WITH KOHLER MODEL NUMBER K -7715 GRID DRAIN AND KRON /VIOLA MODEL HV1L DECK MOUNTED POLISHED CHROME FAUCET WITH LONG LEVER. PROVIDE VIOLA S10 ANGLE STOPS AND BOBRICK LAVATORY MOUNTED SOAP DISPENSER MODEL NUMBER B- 82216. FURNISH AND INSTALL TRUBRO TRAP AND SUPPLY KIT FOR TRAP AND SUPPLY LINES. FURNISH AND INSTALL POWERS THERMOSTATIC MIXING VALVE MODEL E480. ADA COMPLIANT S -1 SINK 1/2" 2" 2 " 1 1 /2" -- -- JUST MANUFACTURING MODEL SL- ADA - 1921 -A -GR, 18 GA, STAINLESS STEEL SINK, POLISHED TO A NON - POROUS HAND - BLENDED FINISH WITH ELKAY MODELLK810HAO8T4 FAUCET, CONCEALED LEDGEMOUNT ON 8" CENTERS, CAST IRON BODY WITH WATER SAVING AERATOR WITH JUST MANUFACTURING MODEL J -35 CHROME PLATED OFFSET GRID DRAIN. PROVIDE 3/8" CHROME PLATED BRASS TUBING WITH BALL ANGLE STOPS. PROVIDE TRUEBRO MODEL EZ 103 PROTECTIVE PIPE COVERS. DF -1 DRINKING FOUNTAIN 1/2" -- 2" 1 1/2" -- -- HAWS #1011 HI -LO, DUAL HEIGHT, 18 GA, TYPE 304- NO 4 SATIN FINISH STAINLESS STEEL DRINKING FOUNTAIN WITH POLISHED CHROME PLATED BRASS BUBBLER HEADS, PUSH BUTTONS AND WASTE STRAINERS WITH MATCHING BACK PANELS. (EQUAL BY ELKAY) ADA COMPLIANT MS -1 MOP SINK 1/2" 1/2" 2" 1 1/2" -- -- SWAN MOLDED STONE SERVICE MOP BASIN MODEL NO. M'SB -2424 WITH VINYL BUMPERGUARD, FURNISH WITH SPEAKMAN COMMANDER FAUCET MODEL #SC -5811 -RCP WITH 5' HOSE AND HOOK, INTEGRAL VACUUM BREAKER AND STOPS. PRESSURE RELIEF VALVE HWH -1 WATER HEATER TANK TYPE 3/4" 3/4" -- -- 3/4" -- A.Q. SMITH MODEL NUMBER DEL -10, 10 GALLON TANK WITH DRAIN PLUG, SINGLE 3000 WATT ELEMENT, DUAL RATED 480V SINGLE PHASE WITH AMTROL MODEL ST -5 EXPANSION TANK. OO RD TP -1 TRAP PRIMER 1/2" -- -- -- -- -- PRECISION PLUMBIGN PRODUCTS TRAP PRIMER, MODEL NO. P-2, COPPER BODY, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO FLOOR DRAIN. V.C.P. WHA WATER HAMMER ARRESTER -- -- -° -- -- -- SOIUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL. INVERT ELEVATION FD -1 FLOOR DRAIN -- -- 2" 1 1/2" -- -- ZURN FLOOR DRAIN MODEL NO. Z--S -415, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND STAINLESS STEEL STRAINER. WITH DEEP SEAL P- TRAP WCO WALL CLEANOUT --- -- -- -- -- -- ZURN ZN-- 1446 -BP CLEANOUT TEE, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. FCO FLOOR CLEANOUT -- -- -- -- -- -- ZURN FLOOR CLEANOUT MODEL NO. ZN -1400 WITH GAS TIGHT AND WATER -TIGHT TAPERED THREADED PLUG AND ROUND POLISHED NICKEL BRONZE SCORIATED ADJUSTABLE TOP. PIPING MATERIAL LEGEND Sanita Sewer Pisi • B 'ed Within 5 Feet (1500 mm) of Building: 1. Cast Iron Pipe: ASTM A 74 extra heavy weight. a. Fittings: Cast iron. b. Joints: Hub —and— spigot, CISPI HSN compression type with ASTM C 564 neoprene gaskets or lead and oakum. 2. Cast Iron Pipe: CISPI 301, hubless. a. Fittings: Cast iron. b. Joints: CISPI 310, neoprene gasket and stainless steel clamp and shield assemblies. 3. PVC Pipe: ASTM D 2665 or ASTM D 3034. (Where permitted by local code.) a. Fittings: PVC. b. Joints: Solvent welded, with ASTM D 2564 solvent cement. Sanitar Sewer Pi.in• Above Grade: 1. Cast Iron Pipe: ASTM A 74, service weight. a. Fittings: Cast iron. b. Joint Seals: ASTM C 564 neoprene gaskets, or lead and oakum. 2. Cast Iron Pipe: CISPI 301, hubless, service weight. a. Fittings: Cast iron. b. Joints: CISPI 310, neoprene gaskets and stainless steel clamp —and— shield assemblies. 3. Copper Tube: ASTM B 306, DWV. a. Fittings: ASME B16.29, wrought copper, or ASME B16.32, solvent. b. Joints: ASTM B 32, alloy Sn50 solder. 4. PVC Pipe: ASTM D 2729. (Where permitted by local code and not located in plenum return air ceilings.) a. Fittings: PVC. b. Joints: Solvent welded, with ASTM D 2564 solvent cement. Water Piping, Above Grade: 1. Copper Tube: ASTM B 88 (ASTM B 88M), Type L (B), Drawn (H). a. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. b. Joints: ASTM B 32, alloy lead free for all pipe 2'" and smaller, sil /fos or Phasco for all 2 1/2" and larger and for all below grade locations solder. All flux shall be non corrosive type. Natural Gas Piping. Above Grade 1. Steel Pipe: ASTM A 53/A 53M Schedule 40 black. a. Fittings: ASME 916.3, malleable iron, or ASTM A 234/A 234M, wrought steel welding type. b. Joints: NFPA 54, threaded or welded to ASME B31.1. 2. Copper Tube: ASTM B 88 (ASTM B 88M), Type K (A) or L (B) annealed. a. Fittings: ASME B16.26, cast bronze. b. Joints: Flared. Equipment Drains and Overflows 1. Steel Pipe: ASTM A 53/A 53M, Schedule 40 galvanized. a. Fittings: Galvanized cast iron, or ASME B16.3 malleable iron. b. Joints: Threaded, or grooved mechanical couplings. 2. Copper Tube: ASTM B 88 (ASTM B 88M), Type M (C), drawn. a. Fittings: ASME B16.26, cast brass, or ASME B16.22 solder wrought copper. b. Joints: Solder, lead free, ASTM B 32, HB alloy (95 -5 tin— antimony), or tin and silver. 3. PVC Pipe (Not permitted in plenum return ceilings or any tenant lease spaces.): ASTM D 1785, Schedule 40, or ASTM D 2241, SDR 21 or 26. a. Fittings: ASTM D 2466 or D2467, PVC. b. Joints: Solvent welded. 3. ABS Pipe (Not permitted in plenum return ceilings or any tenant lease spaces.): ASTM D 2680 or D 2751. a. Fittings: ASTM D 2751. b. Joirts: Solvent welded with ASTM D 2235 cement. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 --_ --..mom r SEPARATE PERMIT REQUIRED FOR: l'Mechanical (I( Electrical DJ Plumbing I Gas Piping City of Tukwila BUILDING DIVISION Y / W'J pY Permit No. r'jar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted Code or ordinance. Receipt o{ approved Field Copy and conditions is acknowledged: By Date: e C� of Tukwila BU ILDING DIVISION .I V jEWE _ FOR CO .:. COMPLIANCE APPROVE JUN 2 3 2008 CI Of Tukwila BUILDING 51VIS ON RECEi \, E D CITY OF TUKWILA JUN 1 1 1008 PERMIT CENTER CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408,974.9093 F: 408.974.7335 CALLISON ARCHITECTS, www.callison.corn Schnackel engineers., I1 New York Omaha Las Angeles CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com r; PIFIES j4f� APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 COPYRIGHT® 2008 CALLISON DRAWING SET PERMIT 06/09/08 DRAWING NO. P1.1 DATE 05/12/08 06/09/08 DRAWING TITLE PLUMBING SCHEDULES 5 P L U M B I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTION SANITARY DRAIN ABOVEGROUND FLOOR CLEAN CUT - cj O SANITARY DRAIN BELOWGROUND O GRADE CLEAN OUT - -- — — Gco = GREASE WASTE BELOWGROUND VENT LINE CLEAN OUT VENT THROUGH ROOF COI VTR - ® -- - S STORM DRAIN ABOVEGROUND —11— VACUUM BREAKER STORM DRAIN BELOWGROUND G)=1 BALL VALVE �S — COLD WATER (CW) —5 GLOBE VALVE HOT WATER (HW) -----{ \I CHECK VALVE - - -® GAS LINE PRESSURE REGULATING VALVE (PRV) G UNION STRAINER p PRESSURE RELIEF VALVE L DOMESTIC WATER METER LID -1 DRAIN AND MARK ® MIXING VALVE OO RD ROOF DRAIN — GAS COCK O DS DOWN SPOUT FIRE MAIN V.C.P. VITRIFIED CLAY PIPE F----- I---) WH WALL HYDRANT C,L CAST IRON +-.. VALVE IN RISE LE. INVERT ELEVATION WALL CLEAN OUT N,I,T,C. NOT IN THIS CONTRACT WnG OI REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 --_ --..mom r SEPARATE PERMIT REQUIRED FOR: l'Mechanical (I( Electrical DJ Plumbing I Gas Piping City of Tukwila BUILDING DIVISION Y / W'J pY Permit No. r'jar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted Code or ordinance. Receipt o{ approved Field Copy and conditions is acknowledged: By Date: e C� of Tukwila BU ILDING DIVISION .I V jEWE _ FOR CO .:. COMPLIANCE APPROVE JUN 2 3 2008 CI Of Tukwila BUILDING 51VIS ON RECEi \, E D CITY OF TUKWILA JUN 1 1 1008 PERMIT CENTER CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408,974.9093 F: 408.974.7335 CALLISON ARCHITECTS, www.callison.corn Schnackel engineers., I1 New York Omaha Las Angeles CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com r; PIFIES j4f� APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 COPYRIGHT® 2008 CALLISON DRAWING SET PERMIT 06/09/08 DRAWING NO. P1.1 DATE 05/12/08 06/09/08 DRAWING TITLE PLUMBING SCHEDULES 5 . FIRE SPRINKLER HEAD LAYOUT SPRINKLER RESPONSIBILITY SCHEDULE 0 REFER TO SPECIFICATION SECTION 15000, PART 11 FOR FURTHUR INFORMATION. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED PER TENANT'S NEW FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN EXPERIENCED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENT AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER, LANDLORD, AND LANDLORD'S FIRE INSURANCE UNDERWRITER BEFORE ANY INSTALLATION CAN BEGIN. APPROVED SHOP DRAWINGS MUST BE THE JOB SITE DURING CONSTRUCTION. TENANT'S FIRE PROTECTION CONTRACTOR SHALL DISCONNECT EXISTING SYSTEM FROM MAIN SYSTEM, PERFORM THE WORK, TEST, THEN RECONNECT TO THE MAIN SYSTEM. ALL COSTS RELATED TO DOWN DRAIN AND FILLS ARE TO BE BORNE BY TENANT'S FIRE PROTECTION CONTRACTOR. NO VALVES OR ALARMS SHALL BE ALLOWED IN THE TENANT'S SPRINKLER SYSTEM. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED SO THAT IT IS ONE SYSTEM FROM ONE TAP ON MALL SPRINKLER SYSTEM. MULTI -TAPS ON MALL MAIN ARE NOT ALLOWED. TENANT'S SPRINKLER SYSTEM SHALL BE CONTAINED WITHIN THIS TENANT'S SPACE AND SERVE ONLY HEADS LOCATED IN THIS SPACE. NO BRANCH PIPING SHALL SERVE ANY HEAD(S) LOCATED IN THE ADJACENT SPACE AND NO BRANCH PIPING FROM ADJACENT SPACE SHALL SERVE ANY HEAD(S) LOCATED IN THIS SPACE. A. SALES AREA: B. STOCK AREAS: DESIGN DENSITIES FOR HYDRAULICALLY CALCULATED AREAS SHALL BE AS FOLLOWS: NFPA 13, ORDINARY HAZARD GROUP 2 NFPA 13, ORDINARY HAZARD GROUP 2 (STORAGE UNDER 12 FEET) TENANT MUST USE A LANDLORD APPROVED SPRINKLER CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF ALL AUTOMATIC FIRE SPRINKLER HEADS. VERIFY LOCATIONS AND SIZES OF (E) FIRE SPRINKLER MAINS. RELOCATE AND /OR RAISE SUCH MAINS TO ACCOMMODATE NEW DUCTWORK SYSTEM. THIS DRAWING IS FOR COORDINATION WITH ARCHITECTURAL FINISH ITEMS AND IS NOT A FIRE SPRINKLER DESIGN DRAWING. PROVIDE ALL HEADS REQUIRED BY FINAL ENGINEERING DESIGN. SUBMIT SHOP DRAWINGS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO THE INSTALLATION OF BRANCH LINES. ALL HEADS IN THE SALES AREA SHALL BE MOUNTED IN THE CENTER OF THE CEILING TROUGH. SEE ARCHITECTURAL DRAWINGS. ALL SPRINKLER HEADS TO BE MOUNTED IN THE CENTER OF THE CEILING TILE. 15. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, SYSTEMS, ETC. NOT BEING USED. DO NOT JUST ABANDON. PENDANT SPRINKLER HEAD, QUICK RESPONSE, STANDARD COVERAGE. REFER TO SPECIFICATIONS. FINISH: CHROME PLATED, WITH NO ESCUTCHEON. ORDINARY TEMPERATURE CLASSIFICATION. (TYP) PENDANT SPRINKLER HEAD, QUICK RESPONSE, STANDARD COVERAGE. REFER TO SPECIFICATIONS. FINISH: CHROME PLATED, WITH NO ESCUTCHEON. INTERMEDIATE TEMPERATURE CLASSIFICATION. (TYP) SPRINKLER CONTRACTOR SHALL PLACE "AS- BUILT" DRAWINGS IN DRAWING TUBE FURNSIHED BY PLUMBING CONTRACTOR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. CITY OF TUKWILA JUN 1 12008 PERMIT CENTER R:: �A. WED " .r ". ,r )DE co , , ,,',.:E ISSUED / REVISED DATE APPROVED DESIGN DEVELOPMENT 05/12/08 I JUN 2 3 2888 , PERMIT SET city Of hk �Ila U L . ' NG G 0,051 MARK DESCRIPTION UPRIGHT SPRINKLER HEAD ® FLEXHEAD CLEANROOM CEILING SPRINKLER a STANDARD SEMI - RECESSED HEAD STANDARD CONCEALED HEAD (E) EXISTING TO REMAIN DRAWING NO. °ALLISON ARCHITECTS, www.callison.com DRAWING TITLE ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 CALLISON APPLE INC. 1 INFINITE LOOP. MS: 52 -RN CUPEFITINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Schnackel engineers„ NewYork ® Omaha eA Lo3Angefes itI CONSULTANT: SCHNACKEL. ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2888 COPYRIGHT© 2008 CALLISON DRAWING SET PERMIT 06/09/08 FIRE SPRINKLER HEAD LAYOUT P2.1 DATE • . FIRE SPRINKLER HEAD LAYOUT SPRINKLER RESPONSIBILITY SCHEDULE 0 REFER TO SPECIFICATION SECTION 15000, PART 11 FOR FURTHUR INFORMATION. THE EXISTING SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE MODIFIED PER TENANT'S NEW FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY AN EXPERIENCED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENT AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER, LANDLORD, AND LANDLORD'S FIRE INSURANCE UNDERWRITER BEFORE ANY INSTALLATION CAN BEGIN. APPROVED SHOP DRAWINGS MUST BE THE JOB SITE DURING CONSTRUCTION. TENANT'S FIRE PROTECTION CONTRACTOR SHALL DISCONNECT EXISTING SYSTEM FROM MAIN SYSTEM, PERFORM THE WORK, TEST, THEN RECONNECT TO THE MAIN SYSTEM. ALL COSTS RELATED TO DOWN DRAIN AND FILLS ARE TO BE BORNE BY TENANT'S FIRE PROTECTION CONTRACTOR. NO VALVES OR ALARMS SHALL BE ALLOWED IN THE TENANT'S SPRINKLER SYSTEM. THE REVISED SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED SO THAT IT IS ONE SYSTEM FROM ONE TAP ON MALL SPRINKLER SYSTEM. MULTI -TAPS ON MALL MAIN ARE NOT ALLOWED. TENANT'S SPRINKLER SYSTEM SHALL BE CONTAINED WITHIN THIS TENANT'S SPACE AND SERVE ONLY HEADS LOCATED IN THIS SPACE. NO BRANCH PIPING SHALL SERVE ANY HEAD(S) LOCATED IN THE ADJACENT SPACE AND NO BRANCH PIPING FROM ADJACENT SPACE SHALL SERVE ANY HEAD(S) LOCATED IN THIS SPACE. A. SALES AREA: B. STOCK AREAS: DESIGN DENSITIES FOR HYDRAULICALLY CALCULATED AREAS SHALL BE AS FOLLOWS: NFPA 13, ORDINARY HAZARD GROUP 2 NFPA 13, ORDINARY HAZARD GROUP 2 (STORAGE UNDER 12 FEET) TENANT MUST USE A LANDLORD APPROVED SPRINKLER CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT OF ALL AUTOMATIC FIRE SPRINKLER HEADS. VERIFY LOCATIONS AND SIZES OF (E) FIRE SPRINKLER MAINS. RELOCATE AND /OR RAISE SUCH MAINS TO ACCOMMODATE NEW DUCTWORK SYSTEM. THIS DRAWING IS FOR COORDINATION WITH ARCHITECTURAL FINISH ITEMS AND IS NOT A FIRE SPRINKLER DESIGN DRAWING. PROVIDE ALL HEADS REQUIRED BY FINAL ENGINEERING DESIGN. SUBMIT SHOP DRAWINGS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO THE INSTALLATION OF BRANCH LINES. ALL HEADS IN THE SALES AREA SHALL BE MOUNTED IN THE CENTER OF THE CEILING TROUGH. SEE ARCHITECTURAL DRAWINGS. ALL SPRINKLER HEADS TO BE MOUNTED IN THE CENTER OF THE CEILING TILE. 15. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, SYSTEMS, ETC. NOT BEING USED. DO NOT JUST ABANDON. PENDANT SPRINKLER HEAD, QUICK RESPONSE, STANDARD COVERAGE. REFER TO SPECIFICATIONS. FINISH: CHROME PLATED, WITH NO ESCUTCHEON. ORDINARY TEMPERATURE CLASSIFICATION. (TYP) PENDANT SPRINKLER HEAD, QUICK RESPONSE, STANDARD COVERAGE. REFER TO SPECIFICATIONS. FINISH: CHROME PLATED, WITH NO ESCUTCHEON. INTERMEDIATE TEMPERATURE CLASSIFICATION. (TYP) SPRINKLER CONTRACTOR SHALL PLACE "AS- BUILT" DRAWINGS IN DRAWING TUBE FURNSIHED BY PLUMBING CONTRACTOR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. CITY OF TUKWILA JUN 1 12008 PERMIT CENTER R:: �A. WED " .r ". ,r )DE co , , ,,',.:E ISSUED / REVISED DATE APPROVED DESIGN DEVELOPMENT 05/12/08 I JUN 2 3 2888 , PERMIT SET city Of hk �Ila U L . ' NG G 0,051 MARK DESCRIPTION UPRIGHT SPRINKLER HEAD ® FLEXHEAD CLEANROOM CEILING SPRINKLER a STANDARD SEMI - RECESSED HEAD STANDARD CONCEALED HEAD (E) EXISTING TO REMAIN DRAWING NO. °ALLISON ARCHITECTS, www.callison.com DRAWING TITLE ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 CALLISON APPLE INC. 1 INFINITE LOOP. MS: 52 -RN CUPEFITINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Schnackel engineers„ NewYork ® Omaha eA Lo3Angefes itI CONSULTANT: SCHNACKEL. ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TU KW I LA, WA 98188 -2888 COPYRIGHT© 2008 CALLISON DRAWING SET PERMIT 06/09/08 FIRE SPRINKLER HEAD LAYOUT P2.1 DATE HP -3 NOTE 7 NO TLf 2 PLUMBING PLAN GENERAL NOTES: A. EXISTING CONDITIONS ARE BASED ON LIMITED HELD VERIFICATIONS. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLATION /CONSTRUCTION OF NEW WORK. C. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. D. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION. E. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VALVES, EQUIPMENT, ETC. LOCATED ABOVE GYP. CEILINGS. NOTE 3 F. SEE SHEET P3.3 FOR SANITARY RISER DIAGRAM AND DOMESTIC WATER RISER DIAGRAM. H. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. I. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. 1 1/4" TP=1 NOTE 6 NOTE 4 NOTE 5 (TYP) WC -1 2 "F D1 J. K. r H HP -2 NOTE 7 THE ENTIRE BUILDING SHALL BE PROVIDED WITH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WITH ALL TRADES PRIOR TO FABRICATION OR INSTALLATION. IF CONFLICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND LIGHTS, DIFFUSERS, DUCTWORK, ETC., THE FIRE SPRINKLER PIPING /HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDITIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING AND FITTINGS SHALL BE MAINTAINED ON SITE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAULIC CALCULATIONS AS REQUIRED BY NFPA, LOCAL, STATE CODES AND THE OWNER'S INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHITECT /ENGINEER. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. CONTRACTOR MY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE OWNER. MGH PLUMBING NOTES: 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WITHIN THE BUILDING. 2. CONNECT NEW SANITARY SEWER TO EXISTING SANITARY SEWER OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION, SIZE AND INVERT ELEVATION OF EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY SEWER WHILE MAINTAINING PROPER PIPE SLOPE. 3. CONNECT NEW 1 1/4" DOMESTIC COLD WATER LINE TO EXISTING DOMESTIC COLD WATER LINE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER LINE. PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. VERIFY AND COMPLY WITH ANY LANDLORD WATER METER REQUIREMENTS. 4. PIPE 4" VENT UP TO 4" VENT THROUGH ROOF. INSTALL VTR A MINIMUM DISTANCE OF 15' -0" FROM ALL FRESH AIR INTAKES. 5. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER (TP -1) TO FLOOR DRAIN (2 "FD -1). NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 6. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 7. CONDENSATE FROM ROOF TOP HEAT PUMP SHALL DRAIN ON TO ROOF OR BE ROUTED IN ACCORDANCE WITH ALL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. Q APPROVED JUN 2 3 2808 City Of Ti 4conl i 8. ELECTRONIC WATER METER LOCATED AT A MAXIMUM HEIGHT OF +48" A.F.F. AS SHOWN ON PLANS OR AS REQUIRED BY LANDLORD. WATER METER AND ASSOCIATED PIPING SHOWN OFFSET FOR CLARITY ONLY. PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. COORDINATE EXACT METERING REQUIREMENTS WITH LANDLORD. Pcvos- 173 9. INSTALL WATER HEATER (HWH -1) AND EXPANSION TANK (ET -1) IN ON SHELF IN JANITOR CLOSET ABOVE FLOOR MOP SINK (FMS- 1). REFER TO ARCHITECTURAL SHEETS FOR WATER HEATER SHELF INFORMATION. * *COORDINATE THE EXACT LOCATION WITH HVAC CONTRACTOR TO AVOID DUCTWORK CONFLICT * *. WATER HEATER AND EXPANSION TANK SHOWN OFFSET FOR CLARITY PURPOSES ONLY. SEE TYPICAL DETAIL ON SHEET P- 511. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH- 1) TO FLOOR MOP SINK (MS -1). MAINTAIN A 2" MINIMUM AIR GAP. PROVIDE A CATCH PAN UNDER WATER HEATER AND EXPANSION TANK. WATER HEATER AND EXPANSION TANK SHALL BE MOUNTED NO MORE THAN 8' -0" ABOVE FINISHED FLOOR. RECEIVED CITY OF TUKWILA JUN 1 1 Auld PERMIT CEN 1 ER OALLISON ARCHITECTS, www.callison.com APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET PROJECT NO. 207051.53 DRAWING SET PERMIT 06/09/08 DRAWING TITLE PLUMBING PLAN DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Schnackel engineers, NewYork 111 Omaha ® LosAngeles Ea CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com COPYRIGHT© 2008 CALLISON P3.1 DATE 05/12/08 06/09/08 NOTE 2 WC -1 2ZFD- S - 1 NOTE 4 t-. 2" If 1 I SCALE: N.T.S. 2 " 4 " I LAV -1�, 4 "" WC -1 2 "FD -1 DF -1 LAV -1 2 " • .96 "" Wco SANITARY RISER DIAGRAM MS-1 GENERAL NOTES: A. EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATIONS. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. B. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLATION /CONSTRUCTION OF NEW WORK. C. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. D. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION J. OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION. E. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. F. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VALVES, EQUIPMENT, ETC, LOCATED ABOVE GYP. CEILINGS. G. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. H. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. NOTE 1 (TYP) I. THE ENTIRE BUILDING SHALL BE PROVIDED WITH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WITH ALL TRADES PRIOR TO FABRICATION OR INSTALLATION. IF CONFLICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND LIGHTS, DIFFUSERS, DUCTWORK, ETC., THE FIRE SPRINKLER PIPING /HEADS SHALL BE RELOCATED OR REROUTED AT NO ADDITIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA PIPING AND FITTINGS SHALL BE MAINTAINED ON SITE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAULIC CALCULATIONS AS REQUIRED BY NFPA, LOCAL, STATE CODES AND THE OWNER'S INSURANCE AGENCY. APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO REQUIRED BY THE ARCHITECT /ENGINEER. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. CONTRACTOR MY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE OWNER. 1/2" 5 -1 WC -1 . 94 • 4 a 1/2 " 1 2" 1 1/4" TP -1 NOTE 6 NOTE .3 NOTE 5 LAV -1 (TYP) 2 "FD -1 1 1/4" .0 1 1/4" 1/2" 3/4" HWH -1 NOTE 8 11140 • ..J ILA V -< DF -1 MS-1 NOTE 1 (TYP) 1/2" 1 1/4" NOTE 7 DOMESTIC WATER DIAGRAM SCALE: N.T.S. PLUMBING NOTES: 1. WATER HAMMER ARRESTORS TO BE SIZED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. LOCATIONS SHOWN FOR REFERENCE PURPOSES ONLY. 2. CONNECT NEW SANITARY SEWER TO EXISTING SANITARY SEWER OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION, SIZE AND INVERT ELEVATION OF EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY SEWER WHILE MAINTAINING PROPER PIPE SLOPE. 3. CONNECT NEW 1 1/4" DOMESTIC COLD WATER LINE TO EXISTING DOMESTIC COLD WATER LINE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER LINE. PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. VERIFY AND COMPLY WITH ANY LANDLORD WATER METER REQUIREMENTS. 4. PIPE 4" VENT UP TO 4" VENT THROUGH ROOF. INSTALL VTR A MINIMUM DISTANCE OF 15' -0" FROM ALL FRESH AIR IN TAKES. 5. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER (TP -1) TO FLOOR DRAIN (2 "FD -1). NO FITTINGS OR SPLICES ALLOWED BELOW GRADE. 6. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 7. ELECTRONIC WATER METER LOCATED AT A MAXIMUM HEIGHT OF +48" A.F.F. AS SHOWN ON PLANS OR AS REQUIRED BY LANDLORD. WATER METER AND ASSOCIATED PIPING SHOWN OFFSET FOR CLARITY ONLY. PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. COORDINATE EXACT METERING REQUIREMENTS WITH LANDLORD. 8. INSTALL WATER HEATER (HWH -1) AND EXPANSION TANK (ET -1) IN ON SHELF IN JANITOR CLOSET ABOVE FLOOR MOP SINK (FMS - 1). REFER TO ARCHITECTURAL SHEETS FOR WATER HEATER SHELF INFORMATION. * *COORDINATE THE EXACT LOCATION WITH HVAC CONTRACTOR TO AVOID DUCTWORK CONFLICT * *. WATER HEATER AND EXPANSION TANK SHOWN OFFSET FOR CLARITY PURPOSES ONLY. SEE TYPICAL DETAIL ON SHEET P- 511. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH - 1) TO FLOOR MOP SINK (MS -1). MAINTAIN A 2" MINIMUM AIR GAP. PROVIDE A CATCH PAN UNDER WATER HEATER AND EXPANSION TANK. WATER HEATER AND EXPANSION TANK SHALL BE MOUNTED NO MORE THAN 8' -0" ABOVE FINISHED FLOOR. SUN 2 3 7.`" at, of i RECEIVED CITY OF TUKWILA JUN 1 1 2008 PERMIT CENTER LEGEND /II EXISTING NEW WORK NEW TO EXISTING CONNECTION °ALLISON ARCHITECTS, www.callison.com engineers„ New Yerk Omaha al Las Angeles al CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com DRAWING NO. ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET CALLISON PROJECT NO. 207051.53 APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T; 408.974.9093 F: 408.974.7335 APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188-2888 COPYRIGHT@ 2008 CALLISON DRAWING SET PERMIT 06/09/08 DRAWING TITLE PIPING ISOMETRIC DIAGRAMS P3.3 DATE 05/12/08 06/09/08 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 --- URINAL 5 --- LAVATORY /SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER /BATHTUB 2 2 PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1 -11 B 3/4" 12 -32 C 1" 33 -60 D 1 -1/4" 61-113 E 1-1/2" 114 -154 F 2" 154 -330 BUILDING' CW MA /N SUSPEND AS REQUIRED WATER METER KENT MODEL C -700 PULSER TYPE "8" W/ KM2000VR REMOTE METER READER. LOCATION BY LANDLORD. BALL VALVE (TYP.) 18 GAUGE GALVANIZED DRAIN PAN, SIZE AS NEEDED. TENANT WATER SERVICE DETAIL NOT TO SCALE GENERAL NOTES: 1. PROVIDE BACKFL OW PREVENTER IF REQUIRED BY THE AHJ. RTU CONDENSATE P —TRAP NOT TO SCALE PDI SIZE "A" SINGLE FIXTURE INSTALL PER PD! STANDARDS AND MANUFACTURER'S INSTRUCTIONS PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 —RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 AND ANSI #A112.26.1 M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND /OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE STEEL DECK TOP BEAM C —CLAMP IF STEEL BAR JOIST ADJUSTABLE BAND HANGER FOR PIPING FOUR INCH OR LESS NOT TO SCALE DO NOT HANG PIPE LARGER THAN 3" FROM BOTTOM OF JOISTS. INTEGRAL ROOFTOP UNIT CONDENSATE DRAIN CONDENSATE DRAIN PIPE SIZE SHALL BE NO LESS THAN DRAIN CONNECTION ON UNIT COPPER PIPE HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS MULTIPLE FIXTURES ALL— THREAD ROD. LENGTH AS REQUIRED FOR PIPE SLOPE-- — PROVIDE COPPER OR NON—METALLIC COATING WHERE HANGERS CONTACT BARE COPPER PIPE la ) OPEN TO ATMOSPHERE CONDENSATE LINE SHALL RUN ON ROOF AT A SLOPE OF NO LESS THAN 1 /8" PER 1 '— 0. " SEE PLUMBING PLANS FOR ROUTING OF CONDENSATE ON ROOF, CONDENSATE PIPE SIZING, AND DISCHARGE L OCA TION. CLEVIS HANGER FOR `/ PIPE OVER FOUR INCH PROVIDE GALVANIZED STEEL SADDLE FOR ALL INSULATED PIPE LARGER THAN 3/4 ". VERIFY INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4 " =12' 3 " =11' 2- 1/2 " =10' 2 " =9' 1-1/2"=8' 1 -1 /4 " =7' 1"=6' 3/4 " -6' 1/2"=5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4 " =14' 3 " =12' 2-1/2"=11' 1-1/2"=9' 1"-7' 3/4 " =6' 1/2"-5'. LOCATE HAI''GERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE INSULATION HANGER DETAIL HOT WA TER MIN. 12" CONNECT TO FLOOR DRAIN (TYP.) - -- JUNCTION BOX DIELECTRIC UNION WA TER HEATER GAL V. METAL PAN WI TH DRAIN, SOLDER JOINTS AND CORNERS 7' -0" MAXIMUM SEE ARCHITECTURAL DRAWINGS. ELECTRIC WATER HEATER DETAIL NOT TO SCALE PREFABRICATED PANEL NOTE: 1. HUB AND SPIGOT TYPE PIPE SHOWN. NO —HUB ALSO APPLICABLE. 2. SEE ARCHITECTURAL VENT THROUGH ROOF DETAIL. 1,/2" COLD WATER SUPPLY CONNECTION 12" MINIMUM TO HORIZONTAL RUN IN PIPE MIN. 12" NOT TO SCALE VENT TERMINATION DETAIL 1<—COPPER BELOW GRADE NO FITTINGS OR SPLICES BELOW GRADE NOT TO SCALE VENT STACK OR STACK VENT TRAP PRIMER ACCESS PANEL AS NECESSARY GAP D AIR DISTRIBUTION UNIT 12" FLEXIBLE 'K" / COPPER (TYP.) TRAP WATER LEVEL (POWER SUPPLY VACUUM RELIEF VALVE ASME TEMP. AND PRESS RELIEF VALVE. DRAIN VALVE TRAP PRIMER DETAIL INDIRECT DRAIN LINE TO TENANT'S PLUMBING SYSTEM. WATERPROOFING MEMBRANE INSULATION SLEEVE ROOF CONSTRUCTION AS REQUIRED (PROVIDE FIRE RATED CA UKING WHEN REQUIRED BY LOCAL CODES) INCREASER (WHEN REQUIRED) FLOOR DRAIN CEILING DIELECTRIC UNION EXPANSION TANK DOMESTIC COLD WATER SUPPLY 16 GA. SHT. METAL STRAP, 1 1/2" WIDE, LAG TO WALL WITH ANCHOR BOLTS. (TYP.) INDIRECT DRAIN LINE TO TENANT'S PLUMBING SYSTEM. ?o8 l73 k .V b Y! Y Y JUN 2 3 2000 fjkvviia RECEIVED CITY OF TUKWILA JUN 1 1 ZUU8 PERMIT CENTER APPLE, INC. WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 ISSUED / REVISED DESIGN DEVELOPMENT PERMIT SET CALLISON ARCHITECTS, www_callison.com engineers„ ® New York m Omaha a Loa Angeles ss CONSULTANT: SCHNACKEL ENGINEERS, INC. 3035 South 72nd Street Omaha, Nebraska 68124 -3583 T 800 581 0963 F 402 391 7488 www.schnackel.com PROJECT NO. 207051.53 DRAWING SET PERMIT 06/09/08 DRAWING TITLE PLUMBING DETAILS DRAWING NO. CALLISON APPLE INC. 1 INFINITE LOOP MS: 52 -RN CUPERTINO, CA 95014 T: 408.974.9093 F: 408.974.7335 Schnackel EXPIRES 7-e COPYRIGHT @ 2008 CALLISON P4.1 DATE 05/12/08 06/09/08