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Permit PG08-032 - WESTFIELD SOUTHCENTER MALL - SBARRO
SBARRO 2600 SOUTHCENTER MALL PG08-032 Parcel No.: Address: Suite No: CitAlf 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 6364200010 2600 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -032 04/16/2008 10/13/2008 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SBARRO 2600 SOUTHCENTER MALL, FC4 , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA MICHELLE DOUGLAS 831 JAMES ST, 2ND FLOOR , SYRACUSE NY TRANSIT PLUMBING INC Address: 309 49 ST NE, SUITE A , AUBURN WA Contractor License No: TRANSPI101KK Phone: Phone: 315 233 -1300 X 111 Phone: 253 - 854 -4443 Expiration Date: 08/09/2009 DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR TENANT IMPROVEMENT (FOOD COURT) Value of Plumbing /Gas Piping: Fees Collected: $25,000.00 $455.00 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 QUANTITY 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 0 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 6 Medical gas piping (6 +) inlets /outlets - 0 5 Gas Piping 0 Gas piping outlets (0 -5) 3 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC =10/06 PG08 -032 Printed: 04 -16 -2008 City otTukwila 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 -032 Issue Date: 04/16/2008 Permit Expires On: 10/13/2008 Permit Center Authorized Signature: Laa (3-,1 Date: ` -A 6'0 g 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 t rformance of work. I am authorized to sign and obtain this plumbing /gas piping permit. / ' Date:`/ --/‘- —0r Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG08 -032 Printed: 04 -16 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: SBARRO • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 2600 SOUTHCENTER MALL TUKW Permit Number: Status: Applied Date: Issue Date: PG08 -032 ISSUED 02/06/2008 04/16/2008 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, cinderfill, 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 -032 Printed: 04 -16 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: (. t L X Date: % _s/ 6 —or doc: Cond -10/06 PG08 -032 Printed: 04 -16 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us Building Permit No. Uj Mechanical Permit No. ( PII 0?2- Plumbing/Gas Permit No. I t[, Public Works Permit No. Project No. rob- om, (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: A00 SoActniut matt Sla.lk FCA Tenant Name: Je;41 Property Owners Name: \At.S4+ -� IC.ILI _ � Y �.i(irtd1,GY1 Mailing Address: 11(,901 W/1`i bil h0_ hh1 �1 .' 1141 King Co Assessor's Tax No.: (P3(0420-- 0010 cf g 1 g Suite Number: FG 4 /Om 2 e r= 3 New Tenant: Yes ❑ .. No .os ?IN& S Fig► CONTACT PERSON who do we contact when your permit is ready to be issued, Name: GA State C/O L5 Zip A-net r1Inc. (wt±icf: Michelle alu us Day Telephone: S3I SAM1S ST. t 2 Sy ct Se. n6. 'Ili Fax Number: Mailing Address: E -Mail Address: 111* 0 GENERAL CONTRACTOR INFORMATION. (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City 1 5 f r 33 -1 boO X 1 t t2-03 4 Zip Company Name: Mailing Address: Cm; Inc). _ 83i JAMES ST. 1 2nd FiCOr Contact Person: I ehel c Tu91a as E -Mail Address: Contractor Registration Number: Atka. L * 054 -Ai mrlrl as(a/ cuiccnnc. com Syracuse. City Day Telephone: Fax Number: - Company Name: Mailing Address: Contact Person: E -Mail Address: Expiration Date: 11 plans must be wet stamped „by`Architect ofRecor DTM Arclliial Nl 13203 S to Zip ,1)i r/9-33-13oo XIII 315/233_--101/1- tiltetoq 6031 W. I -2O1 31,tift d 0 AmyTrowi4f or DeAin1.5 Mitald alYky a a+marchi1ak, U rY 4r I * Day Telephone: Fax Number: "TX o rl State Zip L{- B '7.3177 ENGINEER OF. RECORD - All plans Must be wet stamped by Engineer of Record” Company Name: Mailing Address: Contact Person: E -Mail Address: t_Sc hnackkJ 3055 SotL-Hi 'UM Sfi -I- �reC�ory Sch.nitck� J r u_s s e t 1 L sal nctd(L1. Loran Q: Applications\Fonns- Applications On Linel4 -2006 - Peimit Application.doc Revised: 9 -2006 hh Omthu City Day Telephone: Fax Number: Ki (08194 State Zip 5S1 r)9lo 3 4a- /Mi. -748'3' Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company P Y Mailing Address: City State Zip Contact Person: - Day Telephone: E -Mail Address: _ _ Fax Number: Contractor Registration Number: _ Expiration Date: Valuation of Plumbing work (contractor's bid price)($ () i 000 Valuation of Gas Piping work (contractor's bid pricce): $ Cj 00(.% Scope of Work (please provide detailed information'_ _ c/ c/r Building Use (per Int'1 Building Code): \o. \ 1 4'100 ({ a or 1 — c-r.S\V -Cocci ('-e c vi‘ cvN''fi Occupancy (per Int'1 Building Code): M Utility Purveyor: 7� II � C I 4r r r >C,l (c 'r'r ,)-,e et(? Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: . Fixture.T.ype: ..Qty.. . Fixture.Type: • ... .. Qty Fixture Type: ,_. .. .Qty . Fixture .Type:. ...- .. • Qty Bathtub or combination bath/shower _ r Drinking fountain or water cooler (per head) _ Wash fountain ,— Gas piping outlets -7 Bidet Food -waste grinder, commercial , , Receptor, indirect waste (] Clothes washer, domestic ,1 Floor drain t Sinks 5 Dental unit, cuspidor .-- Shower, single head trap •— Urinals Dishwasher, domestic, with independent drain '"- Lavatory , Water Closet ,f Building sewer or trailer park sewer — Rain water system - per drain (inside building) ✓ Water heater and/or vent i Additional medical gas inlets /outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors - Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q:\Applications\Forms= Applications On Line\3 -2006 - Permit Applicationdoc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI,ED AGENT: Signature: )�,(1. iji ,01 } C,D :l iidt , I( SoilaD Date: /////05 Print Name: A l fr fti ,i)0 1 is An awt /(1C - Day Telephone: :.315/233 - /30D Mailing Address: 1S 1 CTILm[S St.. 9. nil R I tL /� (�(,i t city lv't / 3203 Zip Date Application Accepted: Date Application Expires: Staff Initials: Q: Applications\Fomts- Applications On Line�3 -2006 - Pemiit 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 -032 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/06/2008 Applicant: SBARRO Issue Date: Receipt No.: R08 -01211 Initials: WER User ID: 1655 Payment Amount: $376.00 Payment Date: 04/16/2008 02:03 PM Balance: $0.00 Payee: TRANSIT PLUMBING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 620514 376.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.0 92.00 000.322.103.00.0 284.00 Total: $376.00 1231 )4/16 ?711 TOTAL. 376. 00 doc: Receipt -06 Printed: 04 -16 -2008 • • Y 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 -032 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/06/2008 Applicant: SBARRO Issue Date: Receipt No.: R08 -00395 Initials: JEM User ID: 1165 Payment Amount: $79.00 Payment Date: 02/12/2008 11:52 AM Balance: $316.00 Payee: ANCOR, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 8903 79.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 79.00 Total: $79.00 8483 02/12 9710 TOTAL 79.00 doc: Receipt -06 Printed: 02 -12 -2008 l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PC a5Z PERMIT NO. Pro Type of Inspection* 1MAL �A�FtNc Add es : n1 A ( ( Date Called: Special Instructions: is !' re d5 ,‹,0,0/4 0 y' Date Wanted Cam; '�-- (� —Q� p.m. Requester: Phone No: 60 _14 aisoy © Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: 64"C) f•ra% pie 64., >..t.t. re,,,, / * is !' re d5 ,‹,0,0/4 0 y' 7- �.4 Inspector: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectior., Receipt No.: 'Date: . e�.s - - _gym. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit c PERMIT NO. Project: /34 i2 e Q Type of Inspection: ir / NA-Az - P /ee pii N« q' G-A$ ( / Address: o Jr7 .9 /l Date Called: Special Instructions: Date Wanted: 7_. 1 r Q ate" p.mc Requester: P. / 3 JG --4/.7 ElApproved per applicable codes. ® Corrections required prior to approval. COMMENTS: Np4 Rtay N« q' G-A$ ( / 1' f4d /.1.11rin9 oh -e 5,., lc sills st ri, 9,,f- ,f- floor fin k- g rla- U.cck ,.c ,) ) ok LL -f ay r',, iisis17 licit, F%1141 ;t4 -,,.5S 9n 7 -9 -o% Inspector: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7, el_ 4 Receipt No.: 1Date: aallb-144 dpi_ Grob lair. riw. -,re r.- ..,..."" it' nmf:3.r -thri - �-�"- -° - *.c'•'- -- - -= aa.�.,., tan,,. INSPE ON NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project Q LQ ) ��,.�J �r JJ �` Type of Inspection: c . Address: n^ +1 Date Called: Special Instructions: Date Wanted: . a.m Requester: Phone No: Approved per applicable codes. K Corrections required prior to approval. COMMENTS: [lQt�� 1.\- i s YS 1 %v 5r 1 Y6( " 4&.S• Pe PE- Tac'rob VP felktAt . i• IIN%A.1 fttk potipit --- k. rift' at._ PL &,0). Inspector: .,2;er.j21, Date: (0 ‘, (05 Ej $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 RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Pramt + �� V Typalspection 1 P+ Address: /e Ci ( 1 Date Called: "re, Special Instructions: Date Wanted: / Requester: Phone No: �/ =21 2� I - x-11 -i Approved per applicable codes. El Corrections required prior to approval. It COMMENTS: Inspector: je 4' Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD ,� b \n Retain a copy with permit PGOS-o3? `O INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ,564d1/2O Type of Inspection: ,�� �i -pit) 4. Address: c,260 /, A / j Date Called: Special Instructions: Date Wanted: Requester: Phone No: aiS 425 )-It; 5— gApproved per applicable codes. El Corrections required prior to approval. COMMENTS: n sector: AMU 1 4 Date 7 E 4.00 REINSPECT! N FEE R QUIRED. Prior o inspection. fee must be aid at 6300 Southcenter Blv, .. Suite 100. Call the schedule reinspection. Receipt No.: Date: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PfQ$-0�� Project: I/ O Type of Inspection: It's^ % 6-4) l9406-- Address: 2f<oo run Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 3/S '1 Liii-iff ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: PA fr2i/4- ;in Cori Irci 7A el& $ Q 1� 1 Inspector: Date: c m El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 190- o12 Project: (I Q Type of Inspection: 1 1 r7.+4 1", Address: W 9'Q t'1411 Date Called: 6i/1 11 5 i 43 t„,-) Special Instructions: Date Wanted: Il m Requester: Phone No: 3i WI 41Lit" ❑ Approved per applicable codes. Corrections required prior to approval. • COMMENTS: :24 c(../0/4 frA{r- talp4- ok (p, c,. r.:td s704e.as la 1 V 4.7" 6i/1 11 5 i 43 t„,-) W4•: asor no.-- efe,,,,4,- f .2r no, , sr(y Date: s -6 -�3 El $ .58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 troff -a32 Project: Type of Inspection: Address: 2400 Moat Date Called: Special Instructions: Date Wanted: c- c� r_ --jir a.m. p.m. Requester: Phone No: )1c 2';1 q'iY ❑ Approved per applicable codes. IliCorrections required prior to approval. COMMENTS: kt 0,4, trot j„rifer Inspector Date: — $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: OF V OKLJ /.6.4 PL Pqa.'� 5245 P.L.E. BACKFLOW TESTING Phone: 253 297 -4387 www.backflowtester.com Fax: 253 864 -0107 P.O. Box 9199 * Covington, Washington 98042 si r lO /um� Backflow Test Report Name: S bA1210 Passed ( Failed Service Address: 2((X) sou +kcike. Yri L (( ,,4e- F Ct - Backflow Location: �x f fo oc./ A- rvt t v (-peck-- 1.1 w R f ( Cross Connection Control for: Ev5fA5F Type Assembly: I P 84 Manufacturer: (A) A-4,5 Model: 0 DI C .7 Size: ' %11 Serial No: /4(o Initial Test Result RPBA Line Pressure. No. 1 Check Valve- LI psid Relief Valve Opened 7) ► (0 psid Buffer Amount- psid No. 1 Check: Closed Tight_ ]] Leaked No. 2 Check: Closed Tight G Leaked Minimum Air Gap: es No Passed Test No DCVA Line Pressure: No. 1 Check: Closed Tight No. 2 Check: Closed Tight Passed Test Yes Leaked Leaked No PVB /SPVB Line Pressure. Air Inlet: Opened Check Valve. Passed Test Yes psid Failed to open psid Leaked No AIR GAP: Minimum Separation Yes No Pipe Gap Test Equipment: Make Mode1:Z'ffgSerial#: 0/3 T.64J Accuracy Verification Date- /a - /7 D7 Repairs/Remarks: Test After Repairs RPBA Line Pressure No. 1 Check Valve- psid Relief Valve Opened- psid Buffer Amount- psid No. 1 Check: Closed Tight Leaked No. 2 Check: Closed Tight Leaked Minimum Air Gap: Yes No Passed Test Yes No DCVA Line fiessure: No. 1 Check: No. 2 Check: Passed Test Closed Tight Closed Tight Yes No Leaked Leaked PVB /SPVB Line Pressure- Air Inlet: Opened psid Failed to open Check Valve. psid Leaked Passed Test Yes No ASSEMBLY STATUS: New Existing PR" PERLY INSTALLED: Yes ' No I CERTIFY THIS Signature Print Name: Michael J. Phone. Initial Test: Cert# TI B i TRUE PRINT Cell 253 297- 87 B1423 Date' 7 Repairs- ,.�' Date- Repaired Test. Date: Cert # UBI 601 040 690 PLE 5 E4 E �,. 5246 P.L.E. BACKFLOW TESTING Phone: 253 297 -4387 www.backflowtester.com Fax: 253 864 -0107 P.O. Box 9199 * Covington, Washington 98042 e,v <ilr` 1u( Backflow Test Report Name: S b 1 i) Passed Failed Service Address: 26,c0 So otkc.c x.._412 PA Pr (1 So.! F (4 - u k ► t9 Backflow Location: M Rc_k (,,, e Cross Connection Control for:pt cF inA c )-, r ; Type Assembly: 1 �p y: �'� / Manufacturer: U 4 �, Model: ape( C I Size: 'Y2 11 Serial No: /1 to 2 (017 Test After Repairs PLE 6n< kflow iestr.„, Initial Test Result RPBA Line Pressure. No. 1 Check Valve. 9, 2 psid Relief Valve Opened- 3, (0 psid Buffer Amount- psid No. 1 Check: Closed Tight `712 Leaked No. 2 Check: Closed Tight I ! Leaked Minimum Air Gap: Yes )< No Passed Test ` No DCVA Line Pressure: No. 1 Check: Closed Tight Leaked No. 2 Check: Closed Tight Leaked Passed Test Yes No PVB /SPVB Line Pressure: Air Inlet: Opened psid Failed to open Check Valve- psid Leaked Passed Test Yes No AIR GAP: Minimum Separation Yes No Pipe Gap Test Equipment: Make- _S Model: TK eiE Serial#: 01.39603 Accuracy Verification Date. /a-18- 07 Repairs/Remarks: RPBA Line Pressure No. 1 Check Valve- Relief Valve Opened- Buffer Amount. No. 1 Check: Closed Tight No. 2 Check: Closed Tight Minimum Air Gap: Yes Passed Test Yes No No psid psid psid Leaked Leaked DCV& Line 1-iessure: No. 1 Check: Closed Tight No. 2 Check: Closed Tight Passed Test Yes No Leaked Leaked PVB /SPVB Line Pressure: Air Inlet: Opened psid Failed to open Check Valve: psid -,Leaked Passed Test Yes No ASSEMBLY STATUS: Newer` _ Existing PRPERLY INSTALLED: Yes No I CERTIFY THIS R Signature. Print Name. Phone. Cell 25 297 87 Initial Test: '77 Mi chael J. itti E TRUE PRINT Date. 7--q -o ' Cert# B1423 Repairs: Date- Repaired Test: Date: Cert. # UBI 601 040 690 oP ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -032 DATE: 03 -24 -08 PROJECT NAME: SBARRO SITE ADDRESS: 2600 SOUTHCENTER MALL FC-4 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: b Bui( g�visision LAft Public Works OA_ 3. �6 Fire Prevention n Planning Division Structural n Permit Coordinator n 117, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: �A Incomplete DUE DATE: 03 -27 -08 Not Applicable LJ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -24 -08 Approved ❑ Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � PERMIT WORD t;u.v • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -032 DATE: 02 -06 -08 PROJECT NAME: SBARRO SITE ADDRESS: 2600 SOUTHICENTER MALL, FC4 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: L Buikijing Division Fire Prevention Public Works Structural DID NAL /• a5 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Planning Division Permit Coordinator DUE DATE: 02-12-08 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 n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-1 1-08 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 PROJECT NAME: _ S bar�U <� PERMIT NO: Ilk G U e - Q dL SITE ADDRESS: 1 OQ Jo c Pte - j I,( C - -1 ORIGINAL ISSUE DATE: — REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I S-.2-9 - oe, Summary of Revision: 1 c t G ty f fee,,,, ,,,,A civ,1 f _ -_ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: _ (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: _ Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: _ Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Steven M. ]Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila; Washington 98188 Phone: 206 -431 -3670 Fax: 206431-3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director atv �^' ,,.` �' k Yti+ h. :ni c--s.s w -z�F i�verir« 4ri • � vrt3�'P • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: `� _ -e) 2 Plan Check/Permit Number: PG -d3 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # _ berme= Revision # / air Permit is Issued ❑ Revision requested by a City Building Inspector or. Plans Examiner Project Name:_ S(04_rrei Project Address: 2 p Ff = So << ic� , / l(% T A l&1 tO r 9_R /g--Y Contact Person: j'1'? J-,e /le- bet /� s .Q,, ,Z Phone Number: 315- S75- 424( Summary of Revision: _ CJ,0 —L - (c /0 e RECENFD CITY O}- MAK 4 £uua Sheet Number(s): P -1 P z, P--.5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila. Permit Center by: Entered in Permits Plus on J "� )t-or iepplcet o,ulforms- applications on ruieuevision submittal Look Up a Contractor, Electric or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License TRANSP 101 KK Licensee Name TRANSIT PLUMBING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601216965 Ind. Ins. Account Id 54671901 Business Type CORPORATION Address 1 309 49TH ST NE STE A Address 2 City AUBURN County KING State WA Zip 980021414 Phone 2538544443 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/12/1990 Expiration Date 8/9/2009 Suspend Date Separation Date Parent Company Previous License TRANSP*147KM Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ESTEP, JEFF D 01/01/1980 • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 DEVELOPERS SURETY & INDEM CO 135851C 08/11/2001 Until Cancelled $12,000.00 08/09/2001 DEVELOPERS Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= TRANSPI 101 KK 04/16/2008 SY MB SYMBOL QTY. DESCRIPTION MI I BTU/HR P L U M B I N G 39 SYMBOL DESCRIPTI ❑N SYMBOL DESCRIPTI ❑N • 225,000 SYMBOL DESCRIPTI ❑N PIZZA OVEN SANITARY DRAIN ABOVEGROUND 260,000 _ En° CLEAN OUT 1 ILO WC WATER CLOSET (TANK TYPE) 92,000 92,000 11 -19 -07 SANITARY DRAIN BELCWGROUND GRADE CLEAN OUT — — — TOTAL 577,000 WC WATER CLOSET (FLUSH VALVE) - — — - VENT LINE N.I,T,C, NDT IN THIS CONTRACT ACID WASTE VTR VENT THROUGH ROOF UR URINAL — AW - AV - — - ACID VENT ----01— VACUUM BREAKER 11' LAV LAVATORY — WAm- -- WASTE ANESTHESIA GAS DISPOSAL BALL VALVE ❑❑ STORM DRAIN ABOVEGROUND —6 GLOBE VALVE KS KITCHEN SINK S— STORM DRAIN BELDWGROUND —1"--,.1— CHECK VALVE s— D SS SERVICE SINK COLD WATER (CW) — �� ❑ PRESSURE REGULATING VALVE (PRV) DISTILLED WATER 0 CSS CLINIC SERVICE SINK Ts--- DRINKING WATER © PRESSURE RELIEF VALVE BW— D1 CS CLASSROOM SINK - DW - - - -- DRINKING WATER CIRCULATING STOP AND WASTE VALVE I� - -- HOT WATER (HW) STOP AND WASTE VALVE (IN RISE) I DF DRINKING FOUNTAIN ----- HOT WATER CIRCULATING (HWC) MIXING VALVE [RI p EWC ELECTRIC WATER COOLER ° — HOT WATER ISO —4D— GAS COCK —180 - 160 ° - - - -- HOT WATER CIRCULATING 18O ° —t FIRE ALARM VALVE (SPRINKLER) Q SH SHOWER HEAD T TEMPERED WATER )1 BT BATH TUB — T - - - -- TEMPERED WATER CIRCULATING — COLD WEATHER VALVE (SPRINKLER) FIRE LINE WATER MOTOR ALARM (SPRINKLER) F ,, SPRINKLER MAIN BRANCH 1+K HB HOSE BIBS SM -- 1 FHC FIRE HOSE CABINET -- SPRINKLER BRANCH HEADS 1--IWH WALL HYDRANT * GAS LINE FH FIRE HYDRANT 1 F -1 1 SPECIAL FIXTURE NUMBER 6- - -- COMPRESSED AIR LINE 0 Mk MANHOLE COLUMN NUMBER A V VACUUM LINE (SSW STREET WASHER n PLUMBING RISER NUMBER OXYGEN LINE -I-C) VALVE IN RISE — Ox— PNEUMATIC TUBE EXPANSION JOINT — PN— —= COLD SOFT WATER -CS - -- - HS - - -- HOT SOFT WATER 0D -1 DRAIN AND MARK - HS - - - -- HOT SOFT WATER CIRCULATING @RD ROOF DRAIN UNION 0 D DOWN SPOUT STRAINER V,C.P. VITRIFIED CLAY PIPE AUTOMATIC BALANCING VALVE C.I. CAST IRON RUNNING TRAP I.E. INVERT ELEVATION c— GAS EQUIPMENT SCHEDULE SYMBOL QTY. DESCRIPTION CONNECTION BTU/HR TOTAL 39 1 4 BURNER RANGE 1 1/4" 225,000 • 225,000 56 1 PIZZA OVEN (2) 3/4" 260,000 260,000 MAU -1 1 MAKEUP AIR FAN 3/4" 92,000 92,000 11 -19 -07 TOTAL 577,000 3B 1/2" n 3'FS -1 1/2" HWH -1 NOTE 2 ET -1 n 7P -1 TP -1 NOTE 8 \ 2 "FD-1 N r - 3/4 " // 1/2" 3/4 2" NOTE 10(TYP) 3/4" =.=.3/ 1 " 1/2" 3/4 " 1/2" SCALE: NOT TO SCALE TT- 3/4 REMOTE WATER METER READER a7-- -1 1/4" NOTE 5 PLUMBING PLAN 3/4" 3/4" 3/4" 1/2" 1 1/4" TP -1 A NOTE 8 //// / J \ NOTE 10(TYP / 3 "FS -1 2" I? E 3 ,___ 1/ \\\ 1/2" NOTE9 PLUMBING RISER DIAGRAM 7P -1 3'FS -1 3'FS -1 \1/2" i // 1/2" 3/4" HWH -1 n ■ n 1 1/4" n 1/2" 07E 6 1 1/4" 1/2 ORAL NOTES* A . EXISTING CONDI TIONS ARE BASED ON "AS BUIL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. 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 COMPL YING WI 7H LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE 7 CONTRACTOR '5 FAILURE TO VLSI T THE JOBSI TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBA/I TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WI TH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. LOCATED ABOVE GYP. CEIL INGS. F. 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' L INES, BY SNAKING, ROD ING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING' SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICA TION OR INSTALLATION. IF CONFL ICTS 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 SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAUL IC 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 ARCHI 7ECT /ENGINEER. H. CONTRACTOR SHALL PROVIDE A MIXING VALVE IN THE HOT WATER L INE SET AT 110 ° F FOR ALL HAND SINKS. MIXING VALVE SHALL BE POWERS E480 OR EQUAL . I. SEE KI TCHEN PLANS FOR KITCHEN EQUIPMENT SCHEDULE. FLU/BING NOTES: 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INSTALL WATER HEATER (HWH -1) AND EXPANSION TANK (ET -1) ON WATER EQUIPMENT PAD. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH -1) TO FLOOR MOP SINK (FMS -1) . MAINTAIN A 2" MINIMUM AIR GAP. SEE TYPICAL DETAIL ON SHEET P -2. 3. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE TO FRONT COUNTER EQUIPMENT. NO FI TTINGS OR SPL ICES ALL OWED BELOW GRADE. 4. CONNECT NEW 1 1/4" DOMESTIC COLD WATER L INE TO EXISTING DOMESTIC COLD WATER L INE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER L INE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER L INE AT NO ADDI TIONAL EXPENSE. VERIFY AND COMPLY WITH ANY LANDLORD WATER METER REQUIREMENTS. 5. PROVIDE MECHANICAL ANSUL VALVE CONNECTED TO FIRE SUPPRESSION SYSTEM. LOCATE GAS COCK AND ANSUL VALVE BELOW CEIL INC. AND MOUNT NEXT TO KI TCHEN EQUIPMENT HOOD. GC TO PROVIDE PROTECTI VE CAGE AROUND VAL VE. 6. 6 " SODA CONDUI T FROM CARBONA TOR TO BEVERAGE DISPENSER. 7. 1/2 "CW TO CARBONA TOR AT 84" AFF. 8. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 9. AT POINT OF CONNECTION TO EXISTING PROVIDE AND INSTALL EARTHQUAKE VALVE PER LANDLORDS SPECIFICATION. 10. 1. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW FLOOR FROM TRAP PRIMER (TP -1) TO FLOOR DRAIN OR FLOOR SINK. LEGEND EXISTING NEW WORK NEW TO EX /ST7NG CONNECT /ON MAF -1 (92 MBH) RE /ISIONS No changes shall be macho to the scopri of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan subrniial and may include additional plan review fees RANGE OVEN (225 MBH) n SEPARATE PERMIT REQUIRED FOR: tG a:cLianical Elect ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISIC v I PIZZA OVEN (260 MBH) By Data: COD C° �P f FILE COPY Permft No. . b - qt. Plar review approval is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rcpt of approved Fig d Copy and conditions is acknowedget: City of Tukwila BUILDING DIVISION WESTFIELD NOTES: 7. TENANTS CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER AND WATER PIPING WITH MALL MANAGEMENT BIFORE PROCEDINC WI TH WORK. TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONNECTIONS TO TENANTS SPACE AT TENANTS EXPENSE. 2. ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS. FIRE SPRINKLER NOTES - 1. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INEO EACH TENANT 'S SPACE. LANDLORD '5 SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LA TESE REQUIREMENTS OF NFPA -13. NO ISOLA TION VALVES WILL BE PROVIDED OR PERMITTED. 2. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD '5 SPRINKLER SYSEM WI THIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS TENANT SHALL PROVIDE ANSL INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WI THIN THE TENENT SPACE. TENANT 'S SPRINKLER SYSTEM DESIGNS SHALL BE SASSED UPON THE REQUIERMENTS OF THE STATE OF WASHINGTON, CI TY OF TUKWILA FIRE DEPARTMENT. TENANTSHALL ENGAGE THE SEFVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRADTOR TO DESIGN, PERMIT AND INSTESLL TENENT '5 FIRE SPRINKLER SYSTEM! IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPICIFI CAT IONS. SPRINLLER LA YOOUT ANS PIPE SIZING SHALL BE HYDRAUL ICAL Y DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LA TEST REQUIREMENTS OF NFPA -13. GAS PIPING RISER DIAGRAM SCALE: NOT TO SCALE NEW 1" GAS LINE TO EXISTING 2" GAS STUB PROVIDED. ROOF 4 - 4 : - CE /LIN I TRAP WATER LEVEL EXHAUST HOOD FLOOR SLOPE FLOOR TO FLOOR DRAIN 4 FLEXIBLE APPLIANCE CONNECTOR FURN /SHED BY OTHERS STUB OUT W/ MANUAL VALVE AND AULK AROUND GAS P /PE WA TERT/GHT MANUAL GAS VALVE (TYP.) u SCALE: NOT TO SCALE SCALE: NOT TO SCALE FLOOR DRAIN FLOOR DRAIN DETAIL REVISION N0.1 4 VC/09 ' 032 ROOF PENETRA T ., GAS PIPE ON ROOF PER DETAIL I SUPPORTED PER DETAIL k DO NOT INSTALL VALVE ' --ALL GAS PIPING FROM THIS IN CEILING SPACE PO /NT INTO SPACE /5 TO SE WELDED JOINTS ONLY MANUAL GAS VALVE (TYP.) PC TO ROUTE GAS PIPING X - Cr a--- IN PARTITION WALL AS REQ D Wl THOUT JOINTS. STUB OUT PIPING JUST BELOW CEILING TO EXPOSE VAL VES THEN ROUTE PIPING BACK INTO WALL SPACE. SEAL ALL WALL PENETRA 77ONS W/ CAULK. TYP /CAL 6" DIRT LEG TO 6" ABOVE FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS & JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES /AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN 17 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE (NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN i HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFPA 54 FOR FURTHER TESTING INFORMATION. REC1I MAR 2 4 2000 PERMIT CENTER 4 COOKING APPLIANCE GAS PIPE DETAIL 1 EXPIRES A R C H I T E C T DTM ARCHITECT 6031 W, INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect@dtmarchitect.com E N G I N E E R Schnackel v whottirk a Omaha v Las Mg I o 8t10-581 43963 wwwschnackel.com 1 NOTES J ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL l ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233.1300 FAX: 315.233.1314 r sbarroe PROJECT J WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 PLUMBING PLAN & DETAILS SHEET P -1 r PROJECT NUMBER I 3234A REV DATE BY NOTES A 12121 /07 LANDLORD COMMENTS L 01/29/08 03/10/08 ENERGY CODE REVISION LANDLORD REVISION L DRAWN BY: KWM CHECKED BY: GRS DATE: 11 -19 -07 3B 1/2" n 3'FS -1 1/2" HWH -1 NOTE 2 ET -1 n 7P -1 TP -1 NOTE 8 \ 2 "FD-1 N r - 3/4 " // 1/2" 3/4 2" NOTE 10(TYP) 3/4" =.=.3/ 1 " 1/2" 3/4 " 1/2" SCALE: NOT TO SCALE TT- 3/4 REMOTE WATER METER READER a7-- -1 1/4" NOTE 5 PLUMBING PLAN 3/4" 3/4" 3/4" 1/2" 1 1/4" TP -1 A NOTE 8 //// / J \ NOTE 10(TYP / 3 "FS -1 2" I? E 3 ,___ 1/ \\\ 1/2" NOTE9 PLUMBING RISER DIAGRAM 7P -1 3'FS -1 3'FS -1 \1/2" i // 1/2" 3/4" HWH -1 n ■ n 1 1/4" n 1/2" 07E 6 1 1/4" 1/2 ORAL NOTES* A . EXISTING CONDI TIONS ARE BASED ON "AS BUIL T " DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. 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 COMPL YING WI 7H LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICA TION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDI TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE 7 CONTRACTOR '5 FAILURE TO VLSI T THE JOBSI TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBA/I TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WI TH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. LOCATED ABOVE GYP. CEIL INGS. F. 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' L INES, BY SNAKING, ROD ING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING' SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICA TION OR INSTALLATION. IF CONFL ICTS 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 SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAUL IC 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 ARCHI 7ECT /ENGINEER. H. CONTRACTOR SHALL PROVIDE A MIXING VALVE IN THE HOT WATER L INE SET AT 110 ° F FOR ALL HAND SINKS. MIXING VALVE SHALL BE POWERS E480 OR EQUAL . I. SEE KI TCHEN PLANS FOR KITCHEN EQUIPMENT SCHEDULE. FLU/BING NOTES: 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. INSTALL WATER HEATER (HWH -1) AND EXPANSION TANK (ET -1) ON WATER EQUIPMENT PAD. PIPE RELIEF AND CATCH PAN FROM WATER HEATER (HWH -1) TO FLOOR MOP SINK (FMS -1) . MAINTAIN A 2" MINIMUM AIR GAP. SEE TYPICAL DETAIL ON SHEET P -2. 3. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE TO FRONT COUNTER EQUIPMENT. NO FI TTINGS OR SPL ICES ALL OWED BELOW GRADE. 4. CONNECT NEW 1 1/4" DOMESTIC COLD WATER L INE TO EXISTING DOMESTIC COLD WATER L INE OF EQUAL OR GREATER SIZE. VERIFY EXACT LOCATION AND SIZE OF EXISTING DOMESTIC COLD WATER L INE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD ADJUST NEW DOMESTIC COLD WATER PIPING AS NECESSARY TO CONNECT INTO EXISTING DOMESTIC COLD WATER L INE AT NO ADDI TIONAL EXPENSE. VERIFY AND COMPLY WITH ANY LANDLORD WATER METER REQUIREMENTS. 5. PROVIDE MECHANICAL ANSUL VALVE CONNECTED TO FIRE SUPPRESSION SYSTEM. LOCATE GAS COCK AND ANSUL VALVE BELOW CEIL INC. AND MOUNT NEXT TO KI TCHEN EQUIPMENT HOOD. GC TO PROVIDE PROTECTI VE CAGE AROUND VAL VE. 6. 6 " SODA CONDUI T FROM CARBONA TOR TO BEVERAGE DISPENSER. 7. 1/2 "CW TO CARBONA TOR AT 84" AFF. 8. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 9. AT POINT OF CONNECTION TO EXISTING PROVIDE AND INSTALL EARTHQUAKE VALVE PER LANDLORDS SPECIFICATION. 10. 1. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW FLOOR FROM TRAP PRIMER (TP -1) TO FLOOR DRAIN OR FLOOR SINK. LEGEND EXISTING NEW WORK NEW TO EX /ST7NG CONNECT /ON MAF -1 (92 MBH) RE /ISIONS No changes shall be macho to the scopri of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan subrniial and may include additional plan review fees RANGE OVEN (225 MBH) n SEPARATE PERMIT REQUIRED FOR: tG a:cLianical Elect ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISIC v I PIZZA OVEN (260 MBH) By Data: COD C° �P f FILE COPY Permft No. . b - qt. Plar review approval is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rcpt of approved Fig d Copy and conditions is acknowedget: City of Tukwila BUILDING DIVISION WESTFIELD NOTES: 7. TENANTS CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER AND WATER PIPING WITH MALL MANAGEMENT BIFORE PROCEDINC WI TH WORK. TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONNECTIONS TO TENANTS SPACE AT TENANTS EXPENSE. 2. ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS. FIRE SPRINKLER NOTES - 1. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INEO EACH TENANT 'S SPACE. LANDLORD '5 SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LA TESE REQUIREMENTS OF NFPA -13. NO ISOLA TION VALVES WILL BE PROVIDED OR PERMITTED. 2. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD '5 SPRINKLER SYSEM WI THIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS TENANT SHALL PROVIDE ANSL INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WI THIN THE TENENT SPACE. TENANT 'S SPRINKLER SYSTEM DESIGNS SHALL BE SASSED UPON THE REQUIERMENTS OF THE STATE OF WASHINGTON, CI TY OF TUKWILA FIRE DEPARTMENT. TENANTSHALL ENGAGE THE SEFVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRADTOR TO DESIGN, PERMIT AND INSTESLL TENENT '5 FIRE SPRINKLER SYSTEM! IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPICIFI CAT IONS. SPRINLLER LA YOOUT ANS PIPE SIZING SHALL BE HYDRAUL ICAL Y DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LA TEST REQUIREMENTS OF NFPA -13. GAS PIPING RISER DIAGRAM SCALE: NOT TO SCALE NEW 1" GAS LINE TO EXISTING 2" GAS STUB PROVIDED. ROOF 4 - 4 : - CE /LIN I TRAP WATER LEVEL EXHAUST HOOD FLOOR SLOPE FLOOR TO FLOOR DRAIN 4 FLEXIBLE APPLIANCE CONNECTOR FURN /SHED BY OTHERS STUB OUT W/ MANUAL VALVE AND AULK AROUND GAS P /PE WA TERT/GHT MANUAL GAS VALVE (TYP.) u SCALE: NOT TO SCALE SCALE: NOT TO SCALE FLOOR DRAIN FLOOR DRAIN DETAIL REVISION N0.1 4 VC/09 ' 032 ROOF PENETRA T ., GAS PIPE ON ROOF PER DETAIL I SUPPORTED PER DETAIL k DO NOT INSTALL VALVE ' --ALL GAS PIPING FROM THIS IN CEILING SPACE PO /NT INTO SPACE /5 TO SE WELDED JOINTS ONLY MANUAL GAS VALVE (TYP.) PC TO ROUTE GAS PIPING X - Cr a--- IN PARTITION WALL AS REQ D Wl THOUT JOINTS. STUB OUT PIPING JUST BELOW CEILING TO EXPOSE VAL VES THEN ROUTE PIPING BACK INTO WALL SPACE. SEAL ALL WALL PENETRA 77ONS W/ CAULK. TYP /CAL 6" DIRT LEG TO 6" ABOVE FLOOR ARRANGEMENT SHOWN IS SCHEMATIC. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MFGR. PROVIDE WELDED FITTINGS & JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION. CONFORM TO REQUIRMENTS IN NFPA 54 AND LOCAL CODES /AUTHORITIES. GAS SYSTEM TO BE TESTED WITH A TEST PRESSURE OF NO LESS THAN 17 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE (NOT LESS THAN 3 PSIG), FOR A DURATION OF NOT LESS THAN i HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. REFER TO NFPA 54 FOR FURTHER TESTING INFORMATION. REC1I MAR 2 4 2000 PERMIT CENTER 4 COOKING APPLIANCE GAS PIPE DETAIL 1 EXPIRES A R C H I T E C T DTM ARCHITECT 6031 W, INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect@dtmarchitect.com E N G I N E E R Schnackel v whottirk a Omaha v Las Mg I o 8t10-581 43963 wwwschnackel.com 1 NOTES J ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL l ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 315233.1300 FAX: 315.233.1314 r sbarroe PROJECT J WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 PLUMBING PLAN & DETAILS SHEET P -1 PLUMBING FIXTURE SCHEDULE MARK QTY. DESCRIPTION CONNECTIONS MANUFACTURER/ MODEL NUMBER HW CW TEMP V W FMS -1 FLOOR MOP SINK MOLDED ONE PIECE CONSTRUCTION, 10" DEEP BASIN, RIBBED UNDERBODY AND INTEGRAL DRAIN 3/4" 3/4" -- 2" 3" FLORESTONE / MSR — 2424 FAUCET SPEAKMAN FAUCET WITH VACUUM BREAKER, DOUBLE STOPS AND BUCKET HOOK WITH BRACE FLORESTONE / MR -371 SUPPLIES MR -370 HOSE AND WALL HOOK, 5' LONG HOSE, MR -372 MOP HANGER OF WASTE FLAT STRAINER, CHROME FLORES /'=MR -375 ZURN / Z-550-19= FD -1 FLOOR DRAIN 9" DIAMTER TOP DRAIN, DURA — COATED CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND COMBINATION MEMBRANE FLASHING CLAMP, TRAP PRIMER CONNECTION, AND FRAME FOR MEDIUM —DUTY CAST IRON SLOTTED GRATE W/ POLISHED NICKEL BRONZE FINISH. A-- 3 - -°- -- 2" SEE PLANS = WASTE CAST IRON P -TRAP UNDER FLOOR 1/2" FS-1 FLOOR SINK SANI —FLOR RECEPTOR 12 "X12 "X6" DEEP CAST IRON BODY AND 3/4" SQUARE SLOTTED MEDIUM DUTY GRATE, WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, COMPLETE WITH SEEPAGE FLANGE AND TRAP PRIMER CONNECTION. -- -- -- 2" SEE PLANS ZURN / ZN- 1900— P -3 -3 . " "'�`" WASTE CAST IRON P —TRAP UNDER FLOOR FCO FLOOR CLEANOUT DURA — COATED CAST IRON BODY. "LEVEL— TROL ' ADJUSTABLE FLOOR CLEANOUT, INSIDE CAULK CONNECTION WITH GAS AND WATER TIGHT ABS TAPERED THREAD INTERNAL PLUG ADJUSTABLE HOUSING, HEAVY —DUTY SCORIATED SECURED ROUND TOP, POLISHED BRONZE FINISH, INSTALL FLUSH WITH FINISHED FLOOR. -- -- -- -- SEE PLANS ZURN / ZB -1400 WCO WALL CLEANOUT COATED CAST IRON CLEANOUT TEE, HUB AND SPIGOT CONNECTION, BRONZE PLUG -- -- -- _ , -- -. SEE PLANS �. � ZURN / Z -1446 COVER ROUND STAINLESS STEEL WITH SCREW TEEL WALL ACCESS TP -1 TRAP PRIMER MACHINED OF CORROSION RESISTANT BRASS, CONTAINS NO SPRINGS OR DIAPHRAGMS, INLET 1/2" MALE MPT, OUTLET 1/2" FEMALE NPT, PRESSURE ACTIVATED PRIMER DELIVERS POTABLE WATER ACROOS AN AIR GAP FUNNEL THEN THROUGH THE DISTRIBUTION UNIT WHEN IT SENSES A PRESSURE DROP OF 5 TO 10 P. S.I.G. DROP — 1/2" — — — PRECISION PLUMBING PRODUCTS / P2 -500 .- - -. a` ° '' ', =°-" , ` K " 'gi n �'° ,„± : , ', - •,,!:; l'- -- -, " __. . ' _ ` - -_, , I 'UIL' . `w` ., -, -, ,¢ MOUNTING HEIGHT MINIMUM MOUNTING HEIGHT OF 12" ABOVE FINISHED FLOOR WHEN FLOOR DRAIN SERVED IS 20' -0" OR LESS DEVELOPED LENGTH FROM UNIT, MOUNT AN ADDITIONAL 12" HIGHER FOR EACH ADDITIONAL 20' -0" OF LENGTH MISC DISTRIBUTION UNIT DU -2 FOR 2 TRAPS, PROVIDE AG -500 AIR GAP CONNECTION. PROVIDE ACCESS PANEL IN WALL EQUIPMENT SCHEDULE MARK QTY. ITEM PLUMBING REMARKS EQ# HOT COLD DRAIN GAS DOM. HW 1 1 3 COMP SINK - CORNER 1/2" 1/2" 1 1/2" - W/ (1) 313296 PRE -RINSE UNIT/ WALL BRACKET (1) 313297 ADD -A - FAUCET W/ 14" NOZZLE 1@K-111 FAUCET W/ 14" NOZZLE 3 1 PREP SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 4 1 HAND SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 5 1 DROP -IN HAND SINK 1/2" 1/2" 1 1/2" - W/ FAUCET 26 1 10" DIPWELL 1,2" - 1 1/16" - 39 1 (4) BURNER RANGE W/ OVEN - - - 1 1/4" W/ REAR GAS CONNECTION, PRESSURE REGULATOR, AND UPPER SHELF 53B 1 CARBONATOR - 3/8" - - LOW PROFILE LARGE RESERVE W/ VENT CHECK VALVE 1 SODA RACK - - - - STACKED FOUR SHELF UNIT 56 1 PIZZA OVEN - - - (2) 3/4" DOUBLE STACKED W/ S.S FINISH 72D 1 ICE CUBER - (2) 1/2" 3/4" - WATER- COOLED 73B 1 ICE STORAGE BASE - - 3/4" - 510LB STORAGE BASE 88B 1 SALAD BIN 4 2/3 (2 WELL) - - 1" - SIZE: 2' -7 3/4 "W. X 2' -9 "D. X 9 1/2 "H.1" FLANGES SELF - CONTAINED REFRIGERATED BOTTOM, ALL STAINLESS 94C 1 PAN STEAM - 8 2/3 (4 WELL) - 1/2 1" - 4' -11 1/2 "L X 2' -7 "D OVERALL DIMENSION EXPANSION TANKS MARK LOCATION SERVES CAPACITY (GALLONS) WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET -1 MOP SINK DOM. HW 2.62 150 12 "0x15 5/8" AMTROL MODEL ST -12 ELECTRICAL WATER HEATERS MARK LOCATION KW GAL /HR ® 90 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE HWH -1 MOP SINK 24 111 480 3 50 GALLONS STATE MODEL: CSB 52 24 IFE GREASE WASTE FIXTURE UNITS PROJECT NUMBER 1 3234A REV DATE BY NOTES A 12/21/07 3 LANDLORD COMMENTS A 01/29/08 2 1 2 ENERGY CODE REVISION J \ 03/10/08 1 LANDLORD REVISION 3 DRAWN BY: KWM CHECKED BY: GRS ` DATE: 11 -19 -07 J TOTALS GREASE WASTE FIXTURE UNITS MARK # OF FIX FIXTURE UNITS FIXTURE TOTALS TRAP SIZE 3 COMP 1 3 3 3" FD -1 1 2 2 2" FS -1 1 3 3 3" TOTALS 8 r 3 "FS- 3 "FS -1 FCO 7 1/2" SCALE: 1/4" = 1' " " 1/2" i q-2" 1 3 "F5 -1 2 "FU —` SCALE: NOT TO SCALE SANITARY PLAN 2 2" � < r [›- / I 4 6 .6 1 4 4 1 % •. _ ■■I FCO FS-1 1 1/2" „ 3 "FS -1 3 _ — SANITARY RISER DIAGRAM n 1 3" FS- 1 3 "FS -1 GENERAL N07E - S A . EXISTING CONDITIONS ARE BASED ON "AS—BU I LT" DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL EXPENSE TO THE OWNER. B. THE CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD 'S TENANT CRI TER IA MANUAL . TENANT CRI TER IA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WI TH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FIF/ D VERIFICA TION OF ALL EXISTING CONDI TIONS PRIOR TO SUBMITTING HIS BID. NO ADD TIONAL COMPENSA TION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR 'S FAILURE TO VLSI T THE JOBS I TE AND /OR PREDETERMINE ALL EXISTING CONDI TIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WI TH ALL APPL 'CABLE GOVERNMENT AND LOCAL CODES. E. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. L OCA TED ABOVE GYP. CEILINGS. F. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANI TARY 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 IMMEDIA TFI Y PRIOR TO PROJECT TURNOVER TO THE OWNER. G. THE ENTIRE BUILDING' SHALL BE PROVIDED WI TH A COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. COORDINATE FIRE SPRINKLER PIPING AND HEAD LOCATIONS WI TH ALL TRADES PRIOR TO FABRICATION OR INSTALLA TION. IF CONFL ICTS OCCUR BETWEEN FIRE SPRINKLER PIPING /HEADS AND LIGHTS, DIFFUSERS, DUCTWORK, ETC. , THE FIRE SPRINKLER PIPING /HEADS SHALL BE REL OCA TED OR REROUTED AT NO ADDITIONAL EXPENSE TO THE PROJECT. AN ADEQUA 7E SUPPLY OF EXTRA PIPING AND FITTINGS SHALL BE MAINTAINED ON SI TE TO ALLOW FOR FIELD MODIFICATIONS. PERFORM HYDRAUL IC 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 ARCHI TECT /ENGINEER. PLUMBING NOTES 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WITHIN THE BUILDING. 2. CONNECT NEW VENT TO EXISTING' VENT OF EQUAL OR GREATER SIZE. VERIFY THE EXACT SIZE AND LOCATION OF EXISTING VENT THROUGH ROOF PRIOR TO CONSTRUCTION. 3. CONNECT NEW 3" SANI TARY TO EXISTING SANI TARY OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. 4 CONNECT NEW 3" GREASE WASTE TO EXISTING GREASE WASTE OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. 5. PIPE 7 1/4 " CONDENSATE CONNECTION TO AHU -1 PER MANUFACTURER 'S RECOMMENDED INSTALLATION INSTRUCTIONS. CONDENSATE PIPE ROUTING SHOWN FOR REFERENCE ONLY . INSTALL CONDENSATE PIPE HIGH IN THE CELL INC SPACE. ADJUST AND INSTALL CONDENSATE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL , MECHANICAL , ELECTRICAL , ETC. VERIFY THE EXACT ROUTING AND ELEVATION OF CONDENSATE PIPING PRIOR TO INSTALLATION. 6. PIPE 1 1/4 " CONDENSATE DRA IN TO FLOOR SINK (3'FS - -1). MAINTAIN A 3" MINIMUM AIR GAP. 7. ROUTE 2" DRA IN FROM GREASE EXHAUST DRIP PAN THROUGH CEILING SPACE AND DOWN TO FLOOR SINK(3'FS -1). MAINTAIN MINIMUM CODE REQUIRED AIR GAP. LEGEND EXIST /NG NEW WORK NEW TO EX /STING CONNEC77ON �y n n 1 .O5z *NOTE: CONTRACTOR SHALL ADJUST PRE — CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. COLD UNION (TYPICAL) WATER HEATER DRIP PAN HOT WATER egAWA %kW COLD WATER EXPANSION TANK SUPPORT STRAP TO WALL BRACKET OR WITH THREADED ROD. 140 DEGREE HOT WATER RELIEF VALVE SCALE: NOT TO SCALE SUSPEND FROM CEILING WATER HEATER HOOK -UP TO FMS -1 FRECFWPF MAR 24 2008 PERMIT CENTEI` A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.483.1146 FAX: 817.483.7377 dtmarchitect@dtmarchitect.com E N G I N E E R ( $CCh1'1a e NewYuk m Omaha o LosAnsgeks o 8011581 www,sdmadael,eom NOTES ( ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBIUTY OF THE SUB CONTRACTOR 1'O OBTAIN, REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL. ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 \ PHONE: 315.233.1300 FAX: 315.233.1314 PROJECT sbarro• WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 S H E E T T I T L E SANITARY PLAN & DETAILS SHEET P-52 P v r PART 1 - ORAL 1. SUMMARY A. Provide complete, approved sprinkler system as specified, including, but not limited to, the following: 1. Sprinkler service connections to existing piping terminating above floor in sprinkler valve rooms with all required valves, devices, connections, etc. 2. Sprinkler valves, hangers, connections, test connections, drain connections, alarm check valves, flow switches, etc. J. Complete interior sprinkler system of the wet type as indicated. 4. Include coverage for all canopies, awnings, vestibule overhangs, etc. as required by NFPA 13. 5. Identification, diagrams, and signs. 6. Cutting and patching. 7. All other requirements of a complete sprinkler installation. 8. Furnish all permits of a special nature required by local and state authority. 2. IN GENERAL A. The naming of manufacturers in the Specifications shall not be construed as eliminating the materials, products, or services of other manufacturers and suppliers having approved equivalent items B. The substitutions of materials or products other than those named in the Specifications are subject to prior approval of the Engineer granted in writing. C. The Subcontractor shall furnish and install wet pipe automatic sprinkler systems of first quality in every and all respects, together with the necessary pipe, fittings, hangers and other apparatus as hereinafter enumerated and /or indicated. D. A/1 sprinkler piping must be substantially supported from building structure and only approved type hangers shall be used. Sprinkler lines under ducts shall not be supported from ductwork or roof deck, but shall be supported from building structure with trapeze hangers where necessary. No fire sprinkler piping may be attached to Epic Deck or any metal roof decking. Suspend from structural steel only. E. Sprinkler equipment shall be completed and placed in service during non- attended hours in all areas. Every effort shall be made to provide sprinkler protection before combustible contents are moved into the building. Sprinkler Subcontractor shall plan his work with Owner's representative to determine which system will be required first. F. All work specified shall be done in a first class and workmanlike manner, complete in every respect and when completed sha // conform to the present standards of the National Fire Protection Association Pamph /et #13 and to all requirements of the inspection agency of the owner 's insurance company, to all local and state inspection agencies and to the requirements of the local utility. Pressure tests to be 200 psi or as required by inspection authorities, but not less than 200 psi. G. The Sprinkler Subcontractor shall obtain the approval of local officials on system design and completed installation. 3. DEFINITIONS A. Pipe sizes used in this Specification are Nominal Pipe size (VS). 8. Other definitions for fire protection systems are listed in NFPA Standards 13, 14, and 24. C. Working Plans as used in this section means those documents (including drawings and calculations) prepared pursuant to the requirements contained in NFPA 13 for obtaining approval of the authority having jurisdiction. 4. SYSTEM DESCRIPTION A. Fire protection system is a "Wet -Pipe" system employing automatic sprinklers attached to a piping system containing water and connected to a water supp /y so that water discharges immediately from sprinklers opened by fire. Wet standpipes are to be provided as required by local building codes. 5. SUBMITTALS A. Product Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection and standpipe cabinet specified. B. Shop Drawings prepared in accordance with NFPA 13 identified as "Working Plans," including hydraulic calculations that have been approved by the authority having jurisdiction. 1. The Subcontractor shall before commencing installation of his work obtain all necessary insurance or inspection agency approvals and then send one sepia and one copy of approved drawings to the Architect for his review. 2. Shop drawings must be legible sepias of clear, sharp tracings, prepared at scale of 1/8" = 1'-0" and must show along with piping, sprink /ers, ductwork, etc., construction and occupancy of each area, including ceiling and roof heights. 3. Calculations shall be based on NFPA requirements for mercantile occupancy. 4. Shop drawings shall be prepared using for reference all of the architectural, structural, mechanical, plumbing, and electrical drawings. 5. The placement of sprinklers and the routing of all exposed piping are subject to the review and approval of both the Engineer and the Architect for proper coordination and aesthetics. Pipe routing in exposed areas may require rerouting for architectural reasons, at no additional cost to the Owner. C. Maintenance Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection, hose and rack, and hose cabinet specified, for inclusion in operating and maintenance manual specified in Division 1 and Division -15 Section "Basic mechanical Requirements.'' D. Welders, qualification certificates. E. Test Reports and Certificates including "Contractor's Material & Test Certificate for Above - ground Piping" and "Contractor's Material & Test Certificate for Underground Piping" as described in NFPA 13. 6. QUALITY ASSURANCE A. Subcontractor's Qualifications: Installation and alterations of fire protection piping, equipment, specia /ties, and accessories, and repair and servicing of equipment shall be performed only by o qualified installer employed by the subcontractor. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope to this project), familiar with all precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qualifications to the Architect. Refer to Division -1 Section: "Definitions and Standards ", for definitions for "Instal lers. " B. Qualifications for Welding Processes and Operators: Comply with the requirements of AWS D10.9, Specifications for Qualifications of Welding Procedures and Welders for Piping and Tubing, Level AR- 3." C. Regulatory Requirements: Comply with the requirements of the following codes: 1. NFPA 13 - Standard for the Installation of Sprinkler Systems. 2. UL Compliance: Fire protection system materials and components shall be Underwriter's Laboratories listed and labeled, and approved for the application anticipated. 3. Curren t Un i form Building Code and Un i form Fire Code as they apply to covered mall buildings. FIRE SPRINKLER SPECIFICATIONS SCALE: NOT TO SCALE 7. SEQUENCING AND SCHEDULING A. Schedule rough -in installations with installations of other building components as directed by the Construction Manager. 8. EXTRA MATERIALS A. Valve Wrenches: Furnish to Owner, 3 valve wrenches for each type of sprinkler head installed. B. Sprinkle- Heads and Cabinets: Furnish 12 extra sprinkler heads of each style included in the project. Furnish each style with its own sprinkler head cabinet and special wrenches as specified in this Section. PART 2 - PRODUCTS 1. MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide fire protection system products from one of the following: 1. Grooved Mechanical Coup /ings: a. Stockham b. Victaulic Company of Americo 2. Sprinkler Heads: a. Automatic Sprinkler Corp of America. b. Tyco c. Reliable Automatic sprinkler Co., Inc. d. Star Sprinkler Corp. e. Viking Corp. 2. PIPE AND TUBING MATERIALS A. Genera/: Refer to Part 3 Article "PIPE APPLICATIONS" for identification of systems where the below specified pipe and fitting materials are used. B. Steel Pipe (2 inches and smaller): ASTM A 120, Schedule 40, E.R.W., black steel pipe, plain ends. C. Steel Pipe (2 -1/2 inches and larger): ASTM A53 or AB5, Schedule 10, E.R.W., black steel pipe, plain or roll grooved ends. D. The use of threaded "thinwal I" pipe will not be acceptable. E. The use of schedule 40 black steel pipe 2" and smaller with roll grooved connections on gridded systems is acceptable. 3. FITTINGS A. Cast -Iron Threaded Fittings: ANSI 816.4, Class 125, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20. 1. B. Malleable-Iron Threaded Fittings: ANSI B16.3, Class 300, standard pattern, for threaded joints. Threads shall conform to ANSI 51.20.1. C. Steel Fittings: ASTM A 234, seamless or we / ded, for welded joints. D. Grooved Mechanical Fittings: ASTM A 536, Grade 65 -45 -12 ductile iron; ASTM A 47 Grade 32510 ma/ /eab /e iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. E. Grooved Mechanical Couplings: Consist of ductile or malleable iron housing, a synthetic rubber gasket of a central cavity pressure- responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll- grooved pipe and fittings. F. Cast -Iron Threaded Flanges: ANSI B16.1, Class 125; raised ground face, bolt holes spot faced. 4. JOINING MATERIALS A. Welding Materials: Comp /y, with section II, Part C, ASME Boiler and Pressure Vessel Code for welding material appropriate for the wall thickness and chemical analysis of the pipe being welded. 1. Brazing Filler Metals: AWS A5.8, Classification BAg/ (silver). 2. Solder Fi / ler Metals: ASTM B 32, 9.5-5 Tin Antinomy. B. Gasket Materials: Thickness, material, and type suitab /e for fluid to be handled, and design temperatures and pressures. 5. AUTOMATIC SPRINKLERS A. Sprinkler Heads: Fusible /ink type or g /ass bulb type, and style as required vy the application. Unless otherwise indicated, provide heads with nominal 1/2 -inch discharge orifice, for "Ordinary" temperature range. B Sprinkler Head Finishes: Provide heads with the following finishs: PART 3 - EXECUTION 1. Sprink /ers for the proposed equipment shall be of the approved bronze and chrome upright and pendent; bronze and chrome flush and semi-recessed; and lead coated upright type, and shall be distributed throughout the building as required. 2. Sprink /ers in suspended acoustical tile and gypsum drywall ceilings in service/exit corridors or office areas shall be approved semi - recessed pendent type, chrome plated with escutcheon of 1" maximum depth with supply piping concealed above ceiling. 3. Sprinklers within existing spaces with fire sprinkler coverage shall match existing sprinklers in color, K factor, temperature, and style. 1. EXAMINATION A. Examine rough in for sprinkler system piping and equipment to verify actual locations of piping and equipment prior to instal /at /on. B. Examine walls for suitable conditions where cabinets are to be installed. C. Do not proceed until unsatisfactory conditions have been corrected. 2. PIPE APPLICATIONS A. Use most economical combination of the following materials meeting all requirements. Alternate piping materials may be submitted for approval, subject to prior written approval by the Local Fire Marshal/. 1. Install Schedule 40 steel pipe with threaded joints and fittings for 2 inch and smaller. 2. Install Schedu /e 10 steel pipe with roll- grooved ends and grooved mechanical couplings for 2 1/2 inch and larger. 3. PIPING INSTALLATIONS A. Locations and Arrangements: Drawings (p /ans, schematics, and diagrams) indicate the genera/ location and arrangement of piping systems. So far as practical, install piping as indicated. 1. The Subcontractor shall make no changes in installation from layout as shown on approved working drawings which may be requested by any Inspection Bureau or Insurance Association unless such change is specifically approved by the Engineer. Any changes made other than as above stated are at the Subcontractor's own expense and responsibility. B. Install sprinkler piping to provide for complete system drainage in accordance with NFPA 13. C. Use approved fittings to make all changes in direction, branch takeoffs from mains, and reductions in pipe sizes. D. Instal/ unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. E. Hangers and Supports: Comply with the requirements of NFPA 13 and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical coup /ings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide protection from damage where subject to earthquake in accordance with NFPA 13. F. Install pressure gage on the riser or feed main at or near each test connection. Provide gage with a connection not less than 1/4 inch and having a soft metal seated globe valve, arranged for draining pipe between gage and valve. Instal/ gages to permit removal, and where they will not be subject to freezing. 4. PIPE JOINT CONSTRUCTION A. Welded Joints: AWS D10.9, Level AR -3. B. Threaded Joints: conform to ANSI B1.20.1, tapered pipe threads for field cut threads. Join pipe, fittings, and valves as follows: 1. Note the interne/ length of threads in fittings or valve ends, and proximity of internal seat or wall, to determine how far pipe should be threaded into joint. 2. Align threads at point of assemb /y. 3. App /y appropriate tape or thread compound to the external pipe threads. 4. Assemble joint to appropriate thread depth. When using a wrench on valves place the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads that are corroded or damaged. If a weld opens during cutting or threading operations, that portion of pipe shall not be used. C. Mechanical Grooved Joints: Cut or roll grooves on pipe ends dimensionally compatible with the couplings. D. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends. 5. SPRINKLER HEAD INSTALLATIONS A. Use proper tools to prevent damage during installations. 6. FIELD QUALITY CONTROL A. Flush, test, and inspect sprinkler piping systems in accordance with NFPA 13 requirements. B. Flush, test, and inspect standpipe systems in accordance with NFPA 14 requirements. C. Rep /ace piping system components, which do not pass the test procedures, specified, and retest repaired portion of the system. 7. FLUSHING CONNECTIONS A. Provide flushing connections in cross -mains as specified in NFPA 13, latest edition. 8. PIPING THROUGH WALLS AND FLOORS A. Sleeves shall be set in place for all pipes passing through floors and walls. B. In the event Sprinkler Subcontractor fails to set sleeves for passage of piping through floors and walls, he shall pay the Construction Manager to cut and install them. C. All hangers and hanger components shall be approved type. 9. FREIGHT & HAULING A. Deliver materials to job site and unload and stock in location designated by the owner's representative. 10. LEAK DAMAGE A. This Subcontract shall be responsib /e during the installation and testing periods of the sprinkler system for any damage to the work of others, to the building, its contents, etc., caused by leaks in any equipment, by unplugged or disconnected pipes, fittings, etc. or by overflow, and shall pay for necessary replacements or repair to work of others, building, store fixtures, or merchandise damaged by such leakage. 11. GUARANTEE A. At the completion of the work under this sprinkler contractor, this Subcontractor shall furnish, in writing, to the owner, a guarantee stating that all equipment, materials and work performed are in full accordance with the P /ans and Specifications. B. This Subcontractor shall also furnish to the owner a written guarantee (in triplicate) that all equipment, materials and work performed under this contract, and any subsequent change orders thereto, are fully guaranteed for one year from date of final acceptance, and that any equipment, materials or workmanship which may prove defective within that time will be rep /aced at no cost to the owner. 12. MORE OR LESS SPRINKLERS A. The Sprinkler Subcontractor shall state price in the bid for more or less sprinklers than the total number of sprinkler heads as shown on the working drawings. This price shall include al/ necessary heads, piping, fittings, and labor per head and shall state price for installation of each type of sprinkler used job. 13. ACCEPTANCE A. Before offering system for acceptance, the Subcontractor shall furnish written proof that it is entirely satisfactory to the Inspection Agency, governmental bodies having jurisdiction and the local water utility. 14. CUTTING & PATCHING A. Chases, openings, recesses, etc. in new construction shall be provided where so indicated by the Subcontractors in construction at the locations involved. Subcontractors shall furnish information as to size, location, etc. and shall provide and set in place all boxes, sleeves, inserts, forms, etc. B. If he fails to provide the required data in time for openings to be left, or if he fails to set boxes, sleeves, inserts, forms, etc., Construction manager shall do required cutting. C. Openings shall be accurately located, neat /y cut and no larger than necessary. D. The Subcontractor shall do rebuilding, patching, refinishing and painting required to restore construction to original condition before cutting, as approved by the Architect, using skilled craftsmen. 15. INSPECTOR'S TESTING A. Inspector's test connections, consisting of 1" piping, /" Globe valve, and 1/2" special discharge nozzle, shall be provided and connected to the systems at required points. The subcontractor to consult with Construction Manager's superintendent on the job to determine exact locations of Inspector's test connections and locations of discharge piping. Piping downstream of test valves shall be galvanized. 16. SUBSTITUTIONS A. If the Subcontractor makes any substitutions of equipment or materials from that specified he shall be responsible for any required changes in drawings and responsible for any changes and cost caused by changes to other contracts involved. 1 01 GENERAL: A. All work shall be in accordance with the rules and regu /ations of city, and /or state. B. All authorities having jurisdiction shall be notified at least three working days prior to commencement of work. C. All piping shall be routed in the suspended ceiling space unless otherwise indicated. Al / piping exposed to view shall be routed as high as possible and tight to the underside of the structural steel. D. Exposed piping in finished areas shall be chrome plated with chrome plated escutcheon at pipe entry to finished area. E. Sleeve or core -drill floor slabs, walls, etc. as required for piping and fire -stop opening around pipe verify location of structural beams, joists, etc. before drilling. F. All openings in drainage and /or vent systems as a result of installation rough in shall be protected with a test plug that is secure /y locked in place until final finished connections are installed. G. All piping shall be concealed in walls and behind fixed furnishings un /ess otherwise indicated. H. Wherever foundation wa //s, outside walls, roof, etc. are penetrated for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. I. All piping shall be run parallel to building lines and supported and anchored as required to facilitate expansion and contraction. All piping shall be concealed except in unfinished spaces. Instal/ as required to meet all construction conditions and to allow for installation of other work inc /uding ducts and electrical conduit. At all connections between ferrous piping and nonferrous piping, provide an isolating dielectric union. J. Provide all fittings, accessories, offsets, and materials necessary to facilitate the plumbing system's functioning as indicated by the design and the equipment indicated. K. All drainage piping shall be uniformly pitched, 1/4" per foot unless otherwise required by existing conditions. L. Provide a complete system of copper or steel vent risers above floor. All vents shall be carried through the roof with flashing. M. Condensate and indirect drain piping shall be copper. N. Provide cleanouts at the end of each horizontal run, and at the base of all vertical waste and drainpipes. C/eanouts shall be of the same size as the pipes they serve. O. Hot and cold water piping shall be type "L" copper pipe above grade and type 'K" copper pipe below grade, fittings as required by local authorities. Provide water hammer arrestors Wade "Skokstop" Model No W -5 through W- 100, size as indicated by Manufacturer, where shown on the drawings. Insta /l stop valve in an accessible location in each water supply to each fixture. P. Insulate all hot and co /d water piping both vertically and horizontally, in ceiling, below all handicapped fixtures and concealed in walls comp /etely. Provide 1" preformed fiberglass ASJ -VB, f lame spread 25, smoke developed 50, ASTM C -547. Q. Piping routed in exterior walls shall be routed on winter warm side of building wall insulation. R. Access panels shall be provided where concealed control devices, valves, etc. are concealed within walls. Where access for adjustment and maintenance is possible through lay -in suspended ceilings, access panels are not required. S. Test water system under 150 psig hydrostatic pressure, for four (4) hours minimum. When testing indicates materials or workmanship is deficient, replace or repair as required and repeat test until standards are achieved. T. Provide a complete natural gas piping system as noted on the drawings. Pipe and fittings shall be as required by local authorities. Provide all unions, shut -off valves, and dirt legs required by NFPA -54 and governing local codes. Provide all test, meters, inspections, hangers and equipment connection required for a complete and operating system. Paint piping on a roof with two coats of rust resistant outdoor paint. U. The domestic water system, drainage systems, and gas piping system shall be flushed and pressure tested. The domestic water system shall be purified. V. Drainage piping underground shall be cost iron pipe and fittings. W. Drainage piping inside the building shall be cast iron pipe and fittings. X. All floor drains shall be connected to the sanitary sewer system. FGHVB MAR 2 4 2008 PLUMBING SPECIFICATIONS PERMIT CENTE SCALE: NOT TO SCALE A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.4831146 FAX: 817,483.7377 dtmarchitect ©dtmarchitect.com E N G I N E E R SChI'Id o Higyilizek m Omaha a LosMgeks 800-581-0953 wwoarhnalra ccrn NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 3152311300 FAX: 315.2311314 PROJECT sbarros WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 SPECIFICATIONS S H E E T P -3 ti ! PROJECT NUMBER I 3234A 1 REV DATE BY NOTES A 12/21/07 LANDLORD COMMENTS A 01/29/08 ENERGY CODE REVISION Q 03/10/08 LANDLORD REVISION DRAWN BY: KWM CHECKED BY: GRS DATE: 11 -19 -07 J P v r PART 1 - ORAL 1. SUMMARY A. Provide complete, approved sprinkler system as specified, including, but not limited to, the following: 1. Sprinkler service connections to existing piping terminating above floor in sprinkler valve rooms with all required valves, devices, connections, etc. 2. Sprinkler valves, hangers, connections, test connections, drain connections, alarm check valves, flow switches, etc. J. Complete interior sprinkler system of the wet type as indicated. 4. Include coverage for all canopies, awnings, vestibule overhangs, etc. as required by NFPA 13. 5. Identification, diagrams, and signs. 6. Cutting and patching. 7. All other requirements of a complete sprinkler installation. 8. Furnish all permits of a special nature required by local and state authority. 2. IN GENERAL A. The naming of manufacturers in the Specifications shall not be construed as eliminating the materials, products, or services of other manufacturers and suppliers having approved equivalent items B. The substitutions of materials or products other than those named in the Specifications are subject to prior approval of the Engineer granted in writing. C. The Subcontractor shall furnish and install wet pipe automatic sprinkler systems of first quality in every and all respects, together with the necessary pipe, fittings, hangers and other apparatus as hereinafter enumerated and /or indicated. D. A/1 sprinkler piping must be substantially supported from building structure and only approved type hangers shall be used. Sprinkler lines under ducts shall not be supported from ductwork or roof deck, but shall be supported from building structure with trapeze hangers where necessary. No fire sprinkler piping may be attached to Epic Deck or any metal roof decking. Suspend from structural steel only. E. Sprinkler equipment shall be completed and placed in service during non- attended hours in all areas. Every effort shall be made to provide sprinkler protection before combustible contents are moved into the building. Sprinkler Subcontractor shall plan his work with Owner's representative to determine which system will be required first. F. All work specified shall be done in a first class and workmanlike manner, complete in every respect and when completed sha // conform to the present standards of the National Fire Protection Association Pamph /et #13 and to all requirements of the inspection agency of the owner 's insurance company, to all local and state inspection agencies and to the requirements of the local utility. Pressure tests to be 200 psi or as required by inspection authorities, but not less than 200 psi. G. The Sprinkler Subcontractor shall obtain the approval of local officials on system design and completed installation. 3. DEFINITIONS A. Pipe sizes used in this Specification are Nominal Pipe size (VS). 8. Other definitions for fire protection systems are listed in NFPA Standards 13, 14, and 24. C. Working Plans as used in this section means those documents (including drawings and calculations) prepared pursuant to the requirements contained in NFPA 13 for obtaining approval of the authority having jurisdiction. 4. SYSTEM DESCRIPTION A. Fire protection system is a "Wet -Pipe" system employing automatic sprinklers attached to a piping system containing water and connected to a water supp /y so that water discharges immediately from sprinklers opened by fire. Wet standpipes are to be provided as required by local building codes. 5. SUBMITTALS A. Product Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection and standpipe cabinet specified. B. Shop Drawings prepared in accordance with NFPA 13 identified as "Working Plans," including hydraulic calculations that have been approved by the authority having jurisdiction. 1. The Subcontractor shall before commencing installation of his work obtain all necessary insurance or inspection agency approvals and then send one sepia and one copy of approved drawings to the Architect for his review. 2. Shop drawings must be legible sepias of clear, sharp tracings, prepared at scale of 1/8" = 1'-0" and must show along with piping, sprink /ers, ductwork, etc., construction and occupancy of each area, including ceiling and roof heights. 3. Calculations shall be based on NFPA requirements for mercantile occupancy. 4. Shop drawings shall be prepared using for reference all of the architectural, structural, mechanical, plumbing, and electrical drawings. 5. The placement of sprinklers and the routing of all exposed piping are subject to the review and approval of both the Engineer and the Architect for proper coordination and aesthetics. Pipe routing in exposed areas may require rerouting for architectural reasons, at no additional cost to the Owner. C. Maintenance Data for each type sprinkler head, valve, piping specialty, fire protection specialty, fire department connection, hose and rack, and hose cabinet specified, for inclusion in operating and maintenance manual specified in Division 1 and Division -15 Section "Basic mechanical Requirements.'' D. Welders, qualification certificates. E. Test Reports and Certificates including "Contractor's Material & Test Certificate for Above - ground Piping" and "Contractor's Material & Test Certificate for Underground Piping" as described in NFPA 13. 6. QUALITY ASSURANCE A. Subcontractor's Qualifications: Installation and alterations of fire protection piping, equipment, specia /ties, and accessories, and repair and servicing of equipment shall be performed only by o qualified installer employed by the subcontractor. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope to this project), familiar with all precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qualifications to the Architect. Refer to Division -1 Section: "Definitions and Standards ", for definitions for "Instal lers. " B. Qualifications for Welding Processes and Operators: Comply with the requirements of AWS D10.9, Specifications for Qualifications of Welding Procedures and Welders for Piping and Tubing, Level AR- 3." C. Regulatory Requirements: Comply with the requirements of the following codes: 1. NFPA 13 - Standard for the Installation of Sprinkler Systems. 2. UL Compliance: Fire protection system materials and components shall be Underwriter's Laboratories listed and labeled, and approved for the application anticipated. 3. Curren t Un i form Building Code and Un i form Fire Code as they apply to covered mall buildings. FIRE SPRINKLER SPECIFICATIONS SCALE: NOT TO SCALE 7. SEQUENCING AND SCHEDULING A. Schedule rough -in installations with installations of other building components as directed by the Construction Manager. 8. EXTRA MATERIALS A. Valve Wrenches: Furnish to Owner, 3 valve wrenches for each type of sprinkler head installed. B. Sprinkle- Heads and Cabinets: Furnish 12 extra sprinkler heads of each style included in the project. Furnish each style with its own sprinkler head cabinet and special wrenches as specified in this Section. PART 2 - PRODUCTS 1. MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide fire protection system products from one of the following: 1. Grooved Mechanical Coup /ings: a. Stockham b. Victaulic Company of Americo 2. Sprinkler Heads: a. Automatic Sprinkler Corp of America. b. Tyco c. Reliable Automatic sprinkler Co., Inc. d. Star Sprinkler Corp. e. Viking Corp. 2. PIPE AND TUBING MATERIALS A. Genera/: Refer to Part 3 Article "PIPE APPLICATIONS" for identification of systems where the below specified pipe and fitting materials are used. B. Steel Pipe (2 inches and smaller): ASTM A 120, Schedule 40, E.R.W., black steel pipe, plain ends. C. Steel Pipe (2 -1/2 inches and larger): ASTM A53 or AB5, Schedule 10, E.R.W., black steel pipe, plain or roll grooved ends. D. The use of threaded "thinwal I" pipe will not be acceptable. E. The use of schedule 40 black steel pipe 2" and smaller with roll grooved connections on gridded systems is acceptable. 3. FITTINGS A. Cast -Iron Threaded Fittings: ANSI 816.4, Class 125, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20. 1. B. Malleable-Iron Threaded Fittings: ANSI B16.3, Class 300, standard pattern, for threaded joints. Threads shall conform to ANSI 51.20.1. C. Steel Fittings: ASTM A 234, seamless or we / ded, for welded joints. D. Grooved Mechanical Fittings: ASTM A 536, Grade 65 -45 -12 ductile iron; ASTM A 47 Grade 32510 ma/ /eab /e iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel fittings with grooves or shoulders designed to accept grooved end couplings. E. Grooved Mechanical Couplings: Consist of ductile or malleable iron housing, a synthetic rubber gasket of a central cavity pressure- responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll- grooved pipe and fittings. F. Cast -Iron Threaded Flanges: ANSI B16.1, Class 125; raised ground face, bolt holes spot faced. 4. JOINING MATERIALS A. Welding Materials: Comp /y, with section II, Part C, ASME Boiler and Pressure Vessel Code for welding material appropriate for the wall thickness and chemical analysis of the pipe being welded. 1. Brazing Filler Metals: AWS A5.8, Classification BAg/ (silver). 2. Solder Fi / ler Metals: ASTM B 32, 9.5-5 Tin Antinomy. B. Gasket Materials: Thickness, material, and type suitab /e for fluid to be handled, and design temperatures and pressures. 5. AUTOMATIC SPRINKLERS A. Sprinkler Heads: Fusible /ink type or g /ass bulb type, and style as required vy the application. Unless otherwise indicated, provide heads with nominal 1/2 -inch discharge orifice, for "Ordinary" temperature range. B Sprinkler Head Finishes: Provide heads with the following finishs: PART 3 - EXECUTION 1. Sprink /ers for the proposed equipment shall be of the approved bronze and chrome upright and pendent; bronze and chrome flush and semi-recessed; and lead coated upright type, and shall be distributed throughout the building as required. 2. Sprink /ers in suspended acoustical tile and gypsum drywall ceilings in service/exit corridors or office areas shall be approved semi - recessed pendent type, chrome plated with escutcheon of 1" maximum depth with supply piping concealed above ceiling. 3. Sprinklers within existing spaces with fire sprinkler coverage shall match existing sprinklers in color, K factor, temperature, and style. 1. EXAMINATION A. Examine rough in for sprinkler system piping and equipment to verify actual locations of piping and equipment prior to instal /at /on. B. Examine walls for suitable conditions where cabinets are to be installed. C. Do not proceed until unsatisfactory conditions have been corrected. 2. PIPE APPLICATIONS A. Use most economical combination of the following materials meeting all requirements. Alternate piping materials may be submitted for approval, subject to prior written approval by the Local Fire Marshal/. 1. Install Schedule 40 steel pipe with threaded joints and fittings for 2 inch and smaller. 2. Install Schedu /e 10 steel pipe with roll- grooved ends and grooved mechanical couplings for 2 1/2 inch and larger. 3. PIPING INSTALLATIONS A. Locations and Arrangements: Drawings (p /ans, schematics, and diagrams) indicate the genera/ location and arrangement of piping systems. So far as practical, install piping as indicated. 1. The Subcontractor shall make no changes in installation from layout as shown on approved working drawings which may be requested by any Inspection Bureau or Insurance Association unless such change is specifically approved by the Engineer. Any changes made other than as above stated are at the Subcontractor's own expense and responsibility. B. Install sprinkler piping to provide for complete system drainage in accordance with NFPA 13. C. Use approved fittings to make all changes in direction, branch takeoffs from mains, and reductions in pipe sizes. D. Instal/ unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. E. Hangers and Supports: Comply with the requirements of NFPA 13 and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical coup /ings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide protection from damage where subject to earthquake in accordance with NFPA 13. F. Install pressure gage on the riser or feed main at or near each test connection. Provide gage with a connection not less than 1/4 inch and having a soft metal seated globe valve, arranged for draining pipe between gage and valve. Instal/ gages to permit removal, and where they will not be subject to freezing. 4. PIPE JOINT CONSTRUCTION A. Welded Joints: AWS D10.9, Level AR -3. B. Threaded Joints: conform to ANSI B1.20.1, tapered pipe threads for field cut threads. Join pipe, fittings, and valves as follows: 1. Note the interne/ length of threads in fittings or valve ends, and proximity of internal seat or wall, to determine how far pipe should be threaded into joint. 2. Align threads at point of assemb /y. 3. App /y appropriate tape or thread compound to the external pipe threads. 4. Assemble joint to appropriate thread depth. When using a wrench on valves place the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads that are corroded or damaged. If a weld opens during cutting or threading operations, that portion of pipe shall not be used. C. Mechanical Grooved Joints: Cut or roll grooves on pipe ends dimensionally compatible with the couplings. D. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends. 5. SPRINKLER HEAD INSTALLATIONS A. Use proper tools to prevent damage during installations. 6. FIELD QUALITY CONTROL A. Flush, test, and inspect sprinkler piping systems in accordance with NFPA 13 requirements. B. Flush, test, and inspect standpipe systems in accordance with NFPA 14 requirements. C. Rep /ace piping system components, which do not pass the test procedures, specified, and retest repaired portion of the system. 7. FLUSHING CONNECTIONS A. Provide flushing connections in cross -mains as specified in NFPA 13, latest edition. 8. PIPING THROUGH WALLS AND FLOORS A. Sleeves shall be set in place for all pipes passing through floors and walls. B. In the event Sprinkler Subcontractor fails to set sleeves for passage of piping through floors and walls, he shall pay the Construction Manager to cut and install them. C. All hangers and hanger components shall be approved type. 9. FREIGHT & HAULING A. Deliver materials to job site and unload and stock in location designated by the owner's representative. 10. LEAK DAMAGE A. This Subcontract shall be responsib /e during the installation and testing periods of the sprinkler system for any damage to the work of others, to the building, its contents, etc., caused by leaks in any equipment, by unplugged or disconnected pipes, fittings, etc. or by overflow, and shall pay for necessary replacements or repair to work of others, building, store fixtures, or merchandise damaged by such leakage. 11. GUARANTEE A. At the completion of the work under this sprinkler contractor, this Subcontractor shall furnish, in writing, to the owner, a guarantee stating that all equipment, materials and work performed are in full accordance with the P /ans and Specifications. B. This Subcontractor shall also furnish to the owner a written guarantee (in triplicate) that all equipment, materials and work performed under this contract, and any subsequent change orders thereto, are fully guaranteed for one year from date of final acceptance, and that any equipment, materials or workmanship which may prove defective within that time will be rep /aced at no cost to the owner. 12. MORE OR LESS SPRINKLERS A. The Sprinkler Subcontractor shall state price in the bid for more or less sprinklers than the total number of sprinkler heads as shown on the working drawings. This price shall include al/ necessary heads, piping, fittings, and labor per head and shall state price for installation of each type of sprinkler used job. 13. ACCEPTANCE A. Before offering system for acceptance, the Subcontractor shall furnish written proof that it is entirely satisfactory to the Inspection Agency, governmental bodies having jurisdiction and the local water utility. 14. CUTTING & PATCHING A. Chases, openings, recesses, etc. in new construction shall be provided where so indicated by the Subcontractors in construction at the locations involved. Subcontractors shall furnish information as to size, location, etc. and shall provide and set in place all boxes, sleeves, inserts, forms, etc. B. If he fails to provide the required data in time for openings to be left, or if he fails to set boxes, sleeves, inserts, forms, etc., Construction manager shall do required cutting. C. Openings shall be accurately located, neat /y cut and no larger than necessary. D. The Subcontractor shall do rebuilding, patching, refinishing and painting required to restore construction to original condition before cutting, as approved by the Architect, using skilled craftsmen. 15. INSPECTOR'S TESTING A. Inspector's test connections, consisting of 1" piping, /" Globe valve, and 1/2" special discharge nozzle, shall be provided and connected to the systems at required points. The subcontractor to consult with Construction Manager's superintendent on the job to determine exact locations of Inspector's test connections and locations of discharge piping. Piping downstream of test valves shall be galvanized. 16. SUBSTITUTIONS A. If the Subcontractor makes any substitutions of equipment or materials from that specified he shall be responsible for any required changes in drawings and responsible for any changes and cost caused by changes to other contracts involved. 1 01 GENERAL: A. All work shall be in accordance with the rules and regu /ations of city, and /or state. B. All authorities having jurisdiction shall be notified at least three working days prior to commencement of work. C. All piping shall be routed in the suspended ceiling space unless otherwise indicated. Al / piping exposed to view shall be routed as high as possible and tight to the underside of the structural steel. D. Exposed piping in finished areas shall be chrome plated with chrome plated escutcheon at pipe entry to finished area. E. Sleeve or core -drill floor slabs, walls, etc. as required for piping and fire -stop opening around pipe verify location of structural beams, joists, etc. before drilling. F. All openings in drainage and /or vent systems as a result of installation rough in shall be protected with a test plug that is secure /y locked in place until final finished connections are installed. G. All piping shall be concealed in walls and behind fixed furnishings un /ess otherwise indicated. H. Wherever foundation wa //s, outside walls, roof, etc. are penetrated for installation of systems, they shall be patched to match existing construction and sealed weather tight. Work shall be performed by craftsmen skilled in their respective trades. I. All piping shall be run parallel to building lines and supported and anchored as required to facilitate expansion and contraction. All piping shall be concealed except in unfinished spaces. Instal/ as required to meet all construction conditions and to allow for installation of other work inc /uding ducts and electrical conduit. At all connections between ferrous piping and nonferrous piping, provide an isolating dielectric union. J. Provide all fittings, accessories, offsets, and materials necessary to facilitate the plumbing system's functioning as indicated by the design and the equipment indicated. K. All drainage piping shall be uniformly pitched, 1/4" per foot unless otherwise required by existing conditions. L. Provide a complete system of copper or steel vent risers above floor. All vents shall be carried through the roof with flashing. M. Condensate and indirect drain piping shall be copper. N. Provide cleanouts at the end of each horizontal run, and at the base of all vertical waste and drainpipes. C/eanouts shall be of the same size as the pipes they serve. O. Hot and cold water piping shall be type "L" copper pipe above grade and type 'K" copper pipe below grade, fittings as required by local authorities. Provide water hammer arrestors Wade "Skokstop" Model No W -5 through W- 100, size as indicated by Manufacturer, where shown on the drawings. Insta /l stop valve in an accessible location in each water supply to each fixture. P. Insulate all hot and co /d water piping both vertically and horizontally, in ceiling, below all handicapped fixtures and concealed in walls comp /etely. Provide 1" preformed fiberglass ASJ -VB, f lame spread 25, smoke developed 50, ASTM C -547. Q. Piping routed in exterior walls shall be routed on winter warm side of building wall insulation. R. Access panels shall be provided where concealed control devices, valves, etc. are concealed within walls. Where access for adjustment and maintenance is possible through lay -in suspended ceilings, access panels are not required. S. Test water system under 150 psig hydrostatic pressure, for four (4) hours minimum. When testing indicates materials or workmanship is deficient, replace or repair as required and repeat test until standards are achieved. T. Provide a complete natural gas piping system as noted on the drawings. Pipe and fittings shall be as required by local authorities. Provide all unions, shut -off valves, and dirt legs required by NFPA -54 and governing local codes. Provide all test, meters, inspections, hangers and equipment connection required for a complete and operating system. Paint piping on a roof with two coats of rust resistant outdoor paint. U. The domestic water system, drainage systems, and gas piping system shall be flushed and pressure tested. The domestic water system shall be purified. V. Drainage piping underground shall be cost iron pipe and fittings. W. Drainage piping inside the building shall be cast iron pipe and fittings. X. All floor drains shall be connected to the sanitary sewer system. FGHVB MAR 2 4 2008 PLUMBING SPECIFICATIONS PERMIT CENTE SCALE: NOT TO SCALE A R C H I T E C T DTM ARCHITECT 6031 W. INTERSTATE 20, SUITE 260 ARLINGTON, TX 76017 TEL: 817.4831146 FAX: 817,483.7377 dtmarchitect ©dtmarchitect.com E N G I N E E R SChI'Id o Higyilizek m Omaha a LosMgeks 800-581-0953 wwoarhnalra ccrn NOTES ALL WORK SHALL CONFORM TO MALL CRITERIA. IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO OBTAIN. REVIEW & UNDERSTAND THE MALL CRITERIA AND TO INCLUDE ADJUSTMENTS FOR WORK REQUIRED PER MALL CRITERIA IN THE BID PROPOSAL ORIENTATION Conceive. Construct. Connect. 831 JAMES STREET, SYRACUSE, NEW YORK 13203 PHONE: 3152311300 FAX: 315.2311314 PROJECT sbarros WESTFIELD SOUTHCENTER 2600 SOUTHCENTER PKWY SUITE FC4 SEATTLE, WA 98188 1 SHEET TITLE 1 SPECIFICATIONS S H E E T P -3 ti