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Permit PG07-246 - WESTFIELD SOUTHCENTER MALL - SKECHERS USA
SKETCHERS USA 816 SOUTHCENTER MALL PGO7-246 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Cit3N.A Tukwila Contractor: Name: SACKETT CONSTRUCTION INC Address: 2114 120 PL SW , EVERE F WA Contractor License No: SACKECI965M9 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6364200010 816 SOUTHCENTER MALL TUKW SKECHERS USA 816 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA DANIELLE GRATIOT 805 LAKE AV, STE 650 , PASADENA CA PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: Phone: Phone: 626 685 -2800 Phone: 524 - 210 -3373 Expiration Date: 07/29/2008 DESCRIPTION OF WORK: NEW LAVATORY AND WATER CLOSET. NEW FLOOR DRAIN IN NEW RESTROOM. INSTALLATION OF 3/4" WATTS SERIES 009M2QT REDUCED PRESSURE PRINCIPLE ASSEMBLY. Value of Plumbing /Gas Piping: Fees Collected: Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 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 doc: UPC -10/06 $10,000.00 $135.00 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 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 1 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 0 Gas Piping 0 Gas piping outlets (0 -5) 0 1 Gas piping outlets (6 +) 0 * *continued on next page ** PGO7 -246 03/19/2008 09/15/2008 PG07 -246 Printed: 03 -19 -2008 Permit Center Authorized Signature: Signature: Print Name: doc: UPC -10/06 City &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 Scab &00) Permit Number: PGO7 -246 Issue Date: 03/19/2008 Permit Expires On: 09/15/2008 Date: 1 O 8 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 t presume to � ve authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc f wor _ / ; any a orized to sign and obtain this plumbing /gas piping permit. � Date: v l 9' -erg 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. PG07 -246 Printed: 03 -19 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: SKECHERS USA 1: ** *PLUMBING AND GAS PIPING * ** 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 816 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -246 ISSUED 09/20/2007 03/19/2008 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of backflow installation work at least 24 hours in advance. 15: Proposed backflow shall be from the list of WA State Department of HEALTH approved BACKFLOW DEVICES. 16: Backflow shall be tested by a cetified tester and passing test result submited to Public Works prior to final sign -off. doc: Cond -10/06 PG07 -246 Printed: 03 -19 -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 17: Thereafter, an annual back low tests shall be performed at owner's expense, and copies of test results forwarded to Public Works. doc: Cond -10/06 * *continued on next page ** PG07 -246 Printed: 03 -19 -2008 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 es not presume to dive authority to violate or cancel the provision of any other work or local laws regulating construction or the perform ice of work. Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Seal- Odj/i3)ea.--,i Date: � PG07 -246 Printed: 03 -19 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.atukwila.wa.us Tenant Name: SWAM USA 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 Address: Sotttirelit8r MAO Sot4thetnter folrkwar Property Owners Name: WGst field 01-Forki orl Mailing Address: 11601 Wilshired P V4. 14'Floor Name: 1iviielIG t`ar,rt fiot Mailing Address: 00$. IAlee Ave. , SWiFe 660 E -Mail Address: Y4lV Chiprnartadams. Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Chi Ada i4 - IM. Mailing Address: 60 5. we An. t SNi le 600 Contact Person: Voinie Ile eirAtio f E -Mail Address: ail rorFio ! Ghi prAn tektils . corn Company Name: &lim .:el E i meets t Inc . Mailing Address: K035 SOwth T2.0 Sint ' Contact Person: Beira n1tion E -Mail Address: SoISOhaSChrleterel. born Q:wppliieationswofms- Applications On LineU -2006 - Permit Appheation.doe Revised 9.2006 bh Building Permit No. " t/ Mechanical Permit No. IJv (74- Plumbing/Gas Permit No. ? Public Works Permit No. /h, P 7 roject No. 1)011 V (For office use only) King Co Assessor's Tax No.: 26 23¢ - 108 Suite Number: 1140 Floor: 1 Los A► iO�GIeS City 17aSAckm Thsaktui City Omaha New Tenant: Yes ❑..No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 626• h$ .1MO0 CA oluo City State Zip Fax Number: 62.6.67,5.2$03 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T 13.D. Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF,RECORD - All plans must be wet stamped by Architect of Record CA State Day Telephone: 62b. 605• '4300 Fax N u m b e r . 6 2b . 68 5. 5 X1 110 ti.ti Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Ne 65124 City State Zip Day Telephone: $ 40i. 311. ?bed Fax Number: 1 3+00 Page 1 of 6 BUILDING PERMIT INFORMATION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 95, COO. °° Existing Building Valuation: $ Scope of Work (please provide detailed information): Infevin• rtnnvation ja ah eXisttrl commoroiei KtrrAGtuf'! . way Itx. Iof. Win) in soda outer t aroustiml tip irl stocicroovn. New fvnisk's jncyAciln9 ?tint fl floont • IYlst2 llttborl of dispAy filtures t storage shelvmoj (wider pcnri4). New 11 sollcs Ar't - And stic4 -nom. Provide All Building Areas in Square Footage Belo ",Floor 2 2n4 Roof Floor Floors: : Basement' Accesso Attached Gaga¢ Detached Garage ttached Detached Cargo PLANNING DI .ION: Covered Deck Uncovered Deck Interior'Remodet . Z 4413 5F Addition to Existing Structure ew Type of Construction, per Type of Occupancy per Nlercanlik Will there be new rack st..ge? g Yes ❑ .. No If yes, a separate permit and p1. submittal will be required. Single family bit' • mg footprint (area of the foundation of all structures, plus any decks over 181 hes and overhangs greater than 18 inches) *For an Acce . ry dwelling, provide the following: Lo a (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: * . vide documentation that shows that the principal owner lives in one of the dwellings as his r r her primary residence. Num. r of Parking Stalls Provided: Standard: N A Compact: NIA Handicap: NSA Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [� Sprinklers 1Z1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes d No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Forms- Applications On Line n -2006 - Permit Application -doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty ?'Fixture Type: Qty - Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain . Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory ' Water Closet 1 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors 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 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T. 8 • D. 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): $ in, 0 00 . co Valuation of Gas Piping work (contractor's bid price): $ --- Scope of Work (please provide detailed information): 'KM la votary aYid watcraoset. n►tw Fionr in new rostrum Building Use (per Int'l Building Code): MBr?aYlf ittt Occupancy (per Int'l Building Code): 44 OCCIA pArliS Utility Purveyor: Water: Tukwi Wailer Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QAApplicationsWorns- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh Sewer: Tukwila Sewer Page 5 of 6 Unit Type: !: Qty Unit Type: Qty nit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10 ' 40 CFM F Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Coole Diffu 10 3 -15 HP /500,000 BTU Floor Furnace Ventilation F onnected to Single Du , I Thermos ' 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilatio • ystem Wood/Gas St e 30 -50 HP /1,750,000 BTU Appliance Vent Hot) I. = d Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System cinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM , Incinerator — Comm/Ind Use: Residential: New .... ❑ Rep . ement .... ❑ Commercial: New .... Replac • ent .... ❑ Fuel Type: Electric Indicate type of mechanical work being installed and the qu ty elow: Q:\Applications\Fofms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T I3 • P Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Numbe Expiration Date: Valuation of Mechanical work (cons sctor's bid price): $ ?D D00 . Scope of Work (please provide detail e information): I11St liettiV1 of VAV system arld i, 1 - . Wtt) diffusers ventilhttoh h Ih ne stnom• Gas ....0 Other: Page 4 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. $uilding 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 Signature: Print Name: I ara 0ALCA5 Mailing Address: 13 q 5 aj Date Application Accepted: UTHORIZED AGENT: QAApplicanons\Fonns- Applications On Line\9 -2006 - Permit Application.doc Revised: 9-2006 bh N 1n1 pe..evv% , T Date Application Expires: 04944 4244o- Date: [J 1 /c 0/07 Day Telephone: t� _t T 5 City State Zip Page 6 of 6 Receipt No.: R08 -00818 Payee: SACKETT CONSTRUCTION ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLUMBING - NONRES 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 Payment Check 5241 110.50 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: PG07 -246 Address: 816 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 09/20/2007 Applicant: SKECHERS USA Issue Date: Initials: WER Payment Date: 03/19/2008 08:30 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/345.830 2.50 000/322.100 108.00 Total: $110.50 Payment Amount: $110.50 0194 03/19 Q TOTAL F doc: Receiot -06 Printed: 03 -19 -2008 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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.: 2623049023 Permit Number: PG07 -246 Address: 633 SOUTHCENTER MALI, TUKW Status: PENDING Suite No: Applied Date: 09/20/2007 Applicant: SKECHERS USA Issue Date: Receipt No.: R07 -02036 Payment Amount: $24.50 Initials: JEM Payment Date: 09/20/2007 10:40 AM User ID: 1165 Balance: $110.50 Payee: CHIPMAN ADAMS PACIFIC ARCHITECTURE PC TRANSACTION LIST: Type Method Description Amount Payment Check 3740 24.50 Account Code Current Pmts 000/345.830 24.50 Total: $24.50 3016 , 0 9 _/20 ^710; , 5 J mot• ' i TOTAL � Iii i. :i , : 1 , (inn. RP . int -OR Prinh d (14 -90-2(107 Project_,: Project: +t12.S Type of Inspection: i N� I Address: F Instructions: `n (r rT \ Date Called: Special Date W -7 z 3 -oi� Cpl Requester: Phone No: INSPECTION RECORD Retain a copy with permit r �07 INSPECTION NO. PERMIT NO. / ✓ CITY OF TUKWILA BUILDING DIVISION ( V , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4'31 -3f7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS0 � Ja/113 1,\J P Pr ,t ,-E �Q•�. 1 E -�c �F; ti •� nspec Date: ■ c.k.,4 I 7- z 3 —v 0 REINSPECTION FEE REQUIRED.7Drior to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receit No.: 'Date: COMMENTS: /. ,ved1/,,> -e th, IG /'Ty Cer +i4 <e 4_4' }rl off hack-AS-1k) Ad s ? . n ' ( 1 Date Called: 1 '' e n ce � ce " T. AGr y C i I- /// Date Wanted: �") (- 0 (C� 2 • Calk 5/n gill 1 P.m. 3, c ; ^ k 5' // 57 M- o /A1 I'i? /c.s/ G p 9, Picave,,x ctrp,S,Dvl5 ✓1l f (-"1,4' te el 5 Proje 14C, K (6 T YP i iv c ` n.i Ad s ? . n ' ( 1 Date Called: Special Instructions: Date Wanted: �") (- 0 (C� a m P.m. Requester: Phon No: 2 : _- 2 6 3 -2 66/ 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: 'Date: 7 /p /Q d/ 54 $60.0 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: 14 ° 1St\ Type of Inspection: Aie t ‘ 1 Date Called: Special Instructions: Date Wanted: — 7d -Ore(23' p.m. Req ster: Phyue.No.:, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 El Approved per applicable codes. nspector Corrections required prior to approval. COMMENTS: gotf9orl 5/:/1 rir„1.7bf.i 9•r1 1i>5 P/o/:( IV a/ ref 4( Fice4 0' 4 9 Date: 5 °— 7 --- ID $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: f eel rt (is/4 Type of Inspection: / ( ^ , {'creek Ad ress: i� 5,,./i, ( A4-c, /i / I Date Called: Special Instructions: Date Wanted: 1-1— 2- a.m. Requester: Phone No: PGO2-2v6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: l /454 c rL ar -- 1.,a„4- Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: J ..�. is .k,�.. tx ?. rw�i —Y Pi l eC % :/ ce..c 9 7/$ Type obniction: , i 6 , 4 - JA) iTz/ril x4 Adde / s 6 s: /74(/ Date Called: Special Instructions: - Date Wanted: east: Requester: Phone /Z4S —2f INSPECTION RECORD Ertatn a copy with permit ION 40. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 spect Approved per applicable codes. COM ENTS: r ec pt No.: 'Date: /67- Corrections required prior to approval. IDatp. 2a 7Ce, .00 REINSPECTION FEE VEQUIRED . Prior to inspection, fee must be id at 6300 Southcenter BM L. Suite 100. Call the schedule reinspection. Pro j Type Type Address: Date Called: Special Instructions: — Date Wanted: Requester: Phone No: P697-2V4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 J29643 COMMENTS: Inspect • !Date: I 7- 7 a— pet"? .00 REINSPECTION FE EQUIRED(Prior to inspection, fee must be paid at 6300 Southcenter B .. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. For HeD1-1h Hazard Applications Job Name Job Location Engineer Approval Wa CO WV c1 C Series 009 ° G o 51 ° " N Reduced Pressure ' s ssemblies Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes 1 /4" -1 " (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 'A" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1 /4" - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall con- sist of an internal pressure differential relief valve located in a zone between two positive seating check modules with cap- tured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Contractor Approval Contractor's P.O. No Representative Test Cock No 3 Ball Type Test Cocks First Check Module Assembly Relief Valve Assembly CERTIF 1 0 0 1 t/2" 009QT 2" 009M2QTHC ES -009 CITY OF T A NOV 131: • PERMIT CENTER Test Cock No. 4 Second Check Module Assembly Water Outlet Perms W,l ahla WattsBox Insulated Enclosures. O tontr? .4titlltirebrt.6bi and Om!SS1Of • IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES r FOR LOCAL INSTALLATION REQUIREMENTS ; W REGULATOR USA: 815 Chestnut St., No. Andover, MA 01845 - 6098 ;www.wattsreg.com Canada: 5435 North Service Rd, Burlington, ONT L7L 5H7; wwwwattscanada.a Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. L PiETR# MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm In. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A ' / -'/z" 009, 1/2 13 2% 60 3% 79 .625 .28 3 /a' 009M2/M3 909AG -C W -1" 009/909, 1 25 31/4 83 4% 124 1.50 .68 1 " -11/2' 009M2 909AG -F 11/4-2" 009M1, 2 51 4 111 6 /a 171 3.25 1.47 11/4" -3" 009/909, 2" 009M2, 4'-6" 993 909AG -K 4'-6" 909, 3 76 6% 162 9 /a 243 6.25 2.83 8 " -10' 909M1 909AG -M 8 " -10' 909 4 102 7% 187 111/4 394 15.50 7.03 909EL -A W-1/2" 009, 3 /4" 009M2/M3 - - - - - - - - 909EL-C 3 /4 -1" 009/909. - - 2 60 2 60 .38 .17 * 909EL -F 11/4"-2" 009M1, - - 3% 92 3 /a 92 2 .91 11/4-2' 009/909, 2' 009M2. 4"-6" 993 * 909EL -H 21/2" -3" 009/909 - - - - - - - - Vertical ••1 PC - LH - SH - HC - Prefix: C- Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel ball valve handles 21/2" inlet/outlet fire hydrant fitting (2" valve) clean and check strainer 3/4" - 1" (20 - 25mm) only U - union connections (see ES-U009) Available Models: 2 - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 2 and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009'/x" - 2" (8 - 50mm) Suitable for supply pressure up to 1 75psi (12 bar). Water temperature: 33 °F - 180°F ( -3 °C - 75 °C). Sizes 2W and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12 bar) and water temperature at 110 °F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511 -92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only) 2' and 3" (65 and 80mm) with OSY gate valves. A B B SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kg. 1/4 8 10 250 4% 117 3 86 11/4 32 51/2 140 2% 60 212 64 5 2 % 10 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 2 70 21/4 57 5 2 3 /4 20 10 273 5 127 31/2 89 11/2 38 63/4 171 3 81 2 70 6 3 1 25 16 425 51/2 140 3 76 21/2 64 91/2 241 3 95 3 76 12 5 11/4 32 17 441 6 150 31/2 89 21/2 64 11% 289 4' /,e 113 31/2 89 15 6 11/2 40 17% 454 6 150 3' 89 21/2 64 11% 283 4% 124 4 102 16 7 2 50 21% 543 73/ 197 41/2 114 31/4 83 131/2 343 5 /s 151 5 127 30 13 MODEL SIZE DN in. mm in. A mm in. C mm in. OINENSIONS 0 mm (APPROX.) E in. mm in. L mm in. R mm in. Ii mm WEIGHT lbs. kgs. 009LF 2'% 65 — — — — 41/2 114 — — 18'A 460 — — 10 /s 270 76 34.5 0090SY 21/2 65 331/4 845 15% 403 4% 114 16% 416 18'/8 460 7 197 10 /s 270 166 75.3 009NRS 2% 65 331/4 845 11% 289 41/2 114 16% 416 18% 460 7 197 10 /s 270 161 73.0 0090T 21/2 65 331/4 845 6 152 4' 114 16 416 18 460 7 197 10 /8 270 150 68.0 009LF 3 80 — — — — 4' 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 3 80 341/4 870 181 470 41/2 114 16% 422 18% 460 8% 222 10% 270 198 89.8 009NRS 3 80 34% 870 12 324 41/2 114 16 422 18% 460 8 222 10% 270 191 86.6 0090T 3 80 341/4 870 7 178 412 114 16% 422 18% 460 8% 222 10% 270 158 71.7 Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 T N in. mm 212 65 3 80 10% 257 tClearance for servicing Suffix HC – Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009 IA" – 2" Dimensions and Weight: 2 and 3" (65 and 80mm) 009 STRAINER SIZE DIMENSIONS (approx.) WEIGHT M N Nit in. mm in. mm in. mm 10 254 6'/2 165 9% 248 28 12.7 lbs. kgs. 7 178 10 254 34 15.4 Watts G -4000 Series QT – Ball Valves Capacity Performance as established by an independent testing laboratory. %" (8mm) 009QT kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 kPa 138 117 96 76 55 psi 20 17 14 11 8 35 5 kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP U ES- 009 0403 .25 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 1pm 2.5 3 8 9.5 5 1.5 .50 .75 5 10 20 19 38 76 7.5 2.3 3/4" (10mm) 009QT 2" (15mm) 009QT * 3 /" (20mm) 009M3QT * 0 0 0 2 6 10 14 18 22 26 30 34 AP 07.6 23 38 53 68 84 99 114 129 7.5 15 2.3 4.6 1" (25mm) 009M2QT * 30 40 114 152 15 4.6 1.25 1.50 2.5 3.1 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 5 7.5 10 12.5 15 19 28.5 38 47.5 57 7.5 15 2.3 4.6 ■ ■ ■■■■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ M■■ ■■■I ■ •■■ ■■■■ •■■ ■ ■ ■.M• ■ ■ ■ ■■■1 ■ ■■■■ ■ ■MMiallM ■ ■■ !Arnim I■ ■■■■■ ■■■■■■ ■ ■■■ ■■■■■■I i ■■■■■ ■■ ■■■■■■■■■ ■■■■■■I 11■•■ ■ ■■■■■■ ■■■ ■ ■■ gpm 1pm gpm 1pm fps mps 38 42 46 gpm 144 160 175 1pm fps mps 50 60 70 80 gpm 190 228 266 304 1pm fps mps 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1 (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa 207 172 138 103 69 35 0 psi 30 25 20 15 10 5 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 © Watts Regulator Co., 2002 10 20 30 40 50 38 76 1 4 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" 009M2QT 60 70 266 15 4.6 Ap 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 1 4 152 190 228 266 304 342 380 418 456 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT 20 40 60 80 100 120 140 0 76 152 228 304 380 456 532 5 7.5 10 1.5 2.3 3.0 2 (65mm) 009 3" (80mm) 009 * 160 608 15 4.6 25 50 75 100 125 150 175 200 05 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 80 gpm 304 1pm fps mps 180 200 gpm 684 760 1pm fps mps 225 250 gpm 885 950 1pm 15 fps 4.6 mps 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 1045 11401M5 1pm 5 7.5 10 fps 1.5 2.3 3.0 mps Printed in U.S.A. 02 -12 -2008 DANIELLE GRATIOT 805 LAKE AV, STE 650 PASADENA CA 91101 RE: Permit Application No. PG07 -246 816 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 09/20/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/18/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/18/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Jennifer Marshall Pe rrt t Technician xc: Permit File No. PG07 -246 City of Tukwila ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 26, 2007 Danielle Gratiot 805 Lake Av, Ste 650 Pasadena CA 91101 RE: Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG07 -246 Skechers USA — 633 Southcenter Mall, Ste 1140 Dear Ms. Gratiot: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 20, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made In person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: PG07 -246 sear City of Tukwila Department of Community Development Steve Lancaster, Director 1. Submit a cut sheet of proposed backflow — make sure it's from Washington State Department of Health approved list. 2. Show detail of how the backflow is being installed. P:\Pennit Center\Incomplete Letters12007\PG07 -246 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C 5b / t : 1 es- shed � n.9 i`7.00..... tivii blot' - - 0/ bat- 1044 - ma-4e sure / Show dc ea how -Ate_ b ac.14/°w is 19.P.:7 iwslater/ 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PEW WATER PIPING SHALL CROSS THIS AREA WITHIN 77YE BUILDING. 2. PROVIDE EEMAX MODEL SP4208 SINGLE POINT WATER HEATER U DER LAVATORY (LAV - 1) 3. COI v7ECT NEW VENT TO EXISTING VENT Or EQUAL OR Q?EATER SIZE. CONTRACTOR SHALL FIELD VERIFY 715E EXACT SIZE AND LOCATION OF EXISTING STZ6 PRIOR TO CONSTRUCTION All ) ADJUST TO ACTUAL FIELD OBI TIOVS AT Nn ADDITIONAL EXPENSE. 4. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW FINIScIED FLOOR FROM TRAP PRIMER (7P-1) TO FLOOR DRAIN (2 "fD -7). NO FITTINGS OR SPLICES ALLOWED BELOW CRADLE 5. INSTALL 7RAP PRIMER (7P HIGH IN ThE CEILING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 6. CONVECT NEW SANITARY SEWER TO EXISTING SANITARY SLOWER OF EQUAL OR G'4 7FR SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIOV, SIZE, All) INVERT ELEVATION Cr EXISTING SANITARY SEWER PRIOR TO CC4\5'T WTIOV. FIELD AOA/ST NEW INTERIOR SANITARY ROUTING AS /VEEDED 7D CONECT TO EXI NG SANITARY SEWER WHILE MAINTAINING PROPER PIPE SLOPE NO ADDITIONAL EXPD SE. 7. CCN ECT NEW 3/4" DOMESTIC CUD WATER LINE TO a! TING DOESTIC COLD WATER PIPING OF EQUAL OR 04E•4 / SIZE. CONTRACTOR giALL FIELD VERIFY EXACT SIZE 'r LOCATION OF EXISTING DiOI ESTIC COLD WA TER PIPING '" r ' TO CCV S7RU TIOV. FIELD ADJUST NEW r r '- T C ' i 2- PIPING S 8. INSTALL SL741E3 009 3 4 .ter 11471 MAX. 36 A. —si �� "pis'^ r eft r". _ •.. !p• z .e .x �j�w..0 +a.��O V ��r'^..,_ a ..�'P ' 1..,� � " "+„,. ^°'. >' , :52, a- x'�•.?�y' S CO 770IV u on e — k ti gAc��.or -� Pte' >�` .� I� � IT �s 4 SPA ( cceb Ae9 :" Pja,iuc,,M,.E ass Y) p (PLUMBING NOTES Model S Size - Orienta M USC S Date D Date P Shutoffs O Spare N Nc Reduced- Pressure Principle Assemblies RPZIIE • RPZ11F .: Neptune Ruinbird Wi 009 009 009 009M1PCQT 009M1PCQT 009M1PCQT 009M1QT 009M1QT 00 009M2PCQT 009M2PCQT 009M2PCQT 009M2PCQT 009M2PCQT 009M2' 009M2QT 009M2Q 009M2QT 1/2 See Wilkins ,fee Wails 2 1/2 � H 4 1 1/4 1;:1/2 2 1:1/4; 1 1/2 3/4 1 1/4 1 1/2; 2 1 1 1/4 1 1/2 H H H H H H H H H 8 8 8 8 8 8 8 9 9 8 1" Aug -1997 7- Jun -2001 r un =2001 if sjo7 31- Aug -1990 31444990 17- Feb -1995 17- Feb -1995 • 27- Sep -1994 27- Sep-1994 27- Sep -1994 30-Jun -1992 30 -Jun -1992 19- Dec.1991 7-Oct -2002 15-Jan -1999 12- Sep -1994 12= Sep=1994 26- Aug -1997 31, -Oct 1992. 18- May -1998 244ug -1993 24-Aug -1993 15- Aug -2006 7- Jun -2004 7 Jun -2004 • .................. 31- Aug -2005 3'1- Aug =2005 Z 17- Feb -2004 17 -Feb -2004 27- Sep -2003 27 -Sep -2003 27- Sep -2003 30- Jun -2004 30- Jun -2004 19 -Dec -2003 7- Oct -2005 15 -Jan -2005 12- Sep -2003 • 12-Sep-2003 26- Aug -2003 31 Oct-2004 r 18- May -2004 '24-'40005 24-Aug -2005 (ii) (0o),gg,hh,11,min, ,gggg (048S11,nun,pp,tt,uuyyeee,fiff,gggg (oo),gg,hh,11,nun,pp,tt,uu,yy (oo) (vv),xx (vv ),xx (vv),xx ( );xx (vv),xx xx (vv),xx (w), (vv),xx (vv),xx (vv),xx (vv),xx (vv),xx (vv)doc (W),xx Y Y Y Y Washington State Department of Health — September 2006 Page 73 of 107 ACTIVITY NUMBER: PG07 -246 DATE: 11 -14 -07 PROJECT NAME: SKECHERS USA atic SITE ADDRESS: VEX SOUTHCENTER MALL, STE 1140 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: if °1 Bui d f' g l 'vision Public,Works EZ. 111 -01 Complete Comments: Documents/routing siip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DtTERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n ❑ Permit Coordinator ❑ Planning Division DUE DATE: 11-1507 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DATE: DUE DATE: 12 -13 -07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 - 246 DATE: 09 - - PROJECT NAME: SKECHERS USA SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Fire Prevention Complete C Comments: Permit Center Use Only (^� INCOMPLETE LETTER MAILED: MIA a- REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Public W rks Structural El Permit Coordinator ll /�IAAA4 - i'*� ETERMINATION OF COMPLETENESS: (Tues., Thu s.) Incomplete Not Applicable n LETTER OF COMPLETENESS MAILED: DUE DATE: 09-5-07 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW] Staff Initials l'dtkl.' TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required n DATE: DUE DATE: 10-23-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: 11 -07 -07 Sheet Number(s): P -1 & P -2 Created: 8 -13 -2004 Revised: 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 REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: PG07 -246 ❑ Response to Incomplete Letter # ▪ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner "Cloud" or highlight all areas of revision including date of r • ision Received at the City of Tukwila Permit Center by Entered in Permits Plus on a \applications\forms-applications on line\revision submittal Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CRY OF 71 .1KW/L ,4 NOV 14 20071 Project Name: Skechers USA Project Address: XXX Southcenter Mall, Suite 1140 Contact Person: Danielle Gratiot Phone Number: 626.685.2800 Summary of Revision: Response 1: Cut sheet for the proposed backflow preventer is attached. Response 2: The backflow installation is shown on sheets P -1 and on the riser diagram on sheet P -2. y License Information License SACKECI965M9 Licensee Name SACKETT CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602416040 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 2114 120TH PL SW Address 2 #A City EVERETT County SNOHOMISH State WA Zip 98204 Phone 4252103373 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/29/2004 Expiration Date 7/29/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SACKETT, JOHN P PRESIDENT 07/29/2004 SACKETT, JERI VICE PRESIDENT 07/29/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date COLONIAL AM CAS & SURETY OF Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SACKECI965M9 03/19/2008 SCALES 1/4' =1' -0' laj EXISTING ELECTRICAL ROOM - NOT IN SCOPE OF WORK NOTE 1/2" 2" EXISTING STORAGE ROOM - NOT IN SCOPE OF WORK PLUMBING PLAN GENERAL NOTES 6 4 N OTE 1 / / / W �[ \ A . EXISTING CONDI TIONS ARE BASED ON L IMI TED FIELD VERIFICA TION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDI TIONAL COST TO THE OWNER. B. CONTRACTOR SHALL TAMIL IARIZE HIMSELF WI TH DEMOL I TIDN WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLATION /CONSTRUCTION OF NEW WORK. C. THE CONTRACTOR SHALL OBTA IN A COPY OF THE LANDLORD 'S TENANT CRI TERIA MANUAL . TENANT CRI TERIA MANUAL REQUIREMENTS SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL YING WITH LANDLORD REQUIREMENTS AT NO EXTRA COST TO THE TENANT. D. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISI T THE JOB SI TE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMI TTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIA TEL Y REPORTED TO THE ENGINEER FOR RESOLUTION. E. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPL ICABLE GOVERNMENT AND LOCAL CODES. F. SEE SHEET P-2 FOR SANITARY RISER DIAGRAM AND DOMESTIC WATER RISER DIAGRAM. G. PROVIDE ACCESS PANELS AS NEEDED TO ACCESS VAL VES, EQUIPMENT, ETC. LOCATED ABOVE GYP. CELL INGS. NOTE 6 NOTE 8 T NOTE 3 2 NOTE s NOTE 2 - X4:1 LI f N r �, sj, j '` EXISTING 1 HR. SERVICE CORRIDOR - NOT IN SCOPE OF WORK to 12 x rt �' — _; � ' H. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT CONSTRUCTION. RAG WADS, DUCT TAPE OR OTHER MAKE SHIFT CAPS ARE NOT ACCEPTABLE. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE DWV SYSTEM, NEW AND EXISTING LINES, BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. I. INSTALL SANI TARY PIPING AT A SLOPE OF 1/4" PER FOOT. J. ALL SANITARY SYSTEMS MATERIALS SHALL SE LISTED BY AN APPROVED LISTING AGENCY. K. LAVATORY FAUCETS IN RESTROOMS SHALL BE SELF - CLOSING TYPE. L . EACH FAUCET SHALL NOT EXCEED A WATER FLOW OF 2.2 GPM. M. WATER HEATER (HWH 1) IS A LISTED, NON-STORAGE , INSTANTANEOUS HEATER HAVING AN INSIDE DIAMETER OF NOT MORE THAT 3 INCHES. N. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT (OTHER THAN THOSE L ISTED IN INFORMATION BULLETIN 103. !' • if \ 3/ ADJANCENT TENANT - NOT IN SCOPE OF WORK -� _ w ' , ; 1 \ 1 , \ i \ V / , 1 ' 'vi I 1` 1 ry k 12"x46 LL 12 n ' PLUMBING NOTES ,i N 3\ /2 COO E Vea"'" o o 1. SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO NEW WATER PIPING SHALL CROSS THIS AREA WI THIN THE BUILDING. 2. PROVIDE EEMAX MODEL SP4205 SINGLE POINT WATER HEATER UNDER LAVATORY (LA V -1) 3. CONNECT NEW VENT TO EXISTING VENT OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE AND LOCATION OF EXISTING STUB PRIOR TO CONSTRUCTION AND ADJUST TO ACTUAL FIELD CONDI TIONS AT NO ADDITIONAL EXPENSE. 4. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW FINISHED FLOOR FROM TRAP PRIMER (TP -1) TO FLOOR DRA IN (2 FD -1). NO FI TTINGS OR SPL ICES ALLOWED BELOW GRADE. 5. INSTALL TRAP PRIMER (TP -1) HIGH IN THE CELL ING SPACE. PROVIDE AN ACCESS PANEL AS NECESSARY. 6. CONNECT NEW SANI TARY SEWER TO EXISTING SANI TARY SEWER OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, AND INVERT ELEVATION OF EXISTING SANI TARY SEWER PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANI TARY SEWER WHILE MAINTAINING PROPER PIPE SLOPE AT NO ADDITIONAL EXPENSE. 7. CONNECT NEW 3/4" DOMESTIC COLD WATER L INE TO EXISTING DOMESTIC COLD WATER PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DOMESTIC COLD WATER PIPING PRIOR TO CONSTRUCTION. O E T7I � ME G S I�CO ER G. 8 INSTALL WATTS SERIES 009M2QT 3/4" REDUCED PRESSURE BACKFL OW PREVENTER MAX. 36" A.F.F. _;,fir ause4EsoW'e — ..�� r- . -�_T.. ....._.._..�.� f I City of Tukwila RUI°. PING DIVISION Pik RATE PERMIT REQUIRED FOR: Mechanical Electrical O Plumbing ❑ Gas Piping ;" REVISIONS No changes shall he main to tha srrfr9P of work •. print approval of Tukwila 9nilding Division N OTE: Revisions will require a new pl submittal and may include additsrr ours rA , fees J FILE Permit Noivet r a4P Plan amewappievat *OM* ems atdonlasions. Approval at downs* not andiorke the *Mon tinny wear Receipt of apprvied Field and ;i,l .;17 acknaidedgich CIV �� W ILDING DIVISION INCOMPLETE LT R# PM 4 e LEGEND EX /STING NEW WORK NEW TO EXISTING CONNECTION ry RECEIVED CITY OF TUKWILA NOV 1 3 `1007 P tilltMIT CENTER Schnackel El Nee/York 79 Omaha LosAngeles e 800 - 581-0963 www.schnackel.com J J CD 2 H z < Ui co U)aa WI 0 0 LT J 1 ( 7 W C ve VT. 4E1 ® 2 s elb ea ft a E 4a .44 I re Revisions Q ISSUE TO LANDLORD 07 -06 -07 Q REVISION PER LANDLORD 08 -10 -07 A REVISION PER LANDLORD 09-10-07 ISSUE FOR PERMIT 09 -10 -07 REVISION PER CITY 11 -05 -07 EXPIRES 12/21/07 ARCHITECT 1 EMT CEM MT 1113E RAE HAVE MI PRE- FORM IAEER If( MN= PIO 'MAT 10 1W OM OF Iff =iE THE SIDE CEIM.T OH ALL RIA.ES, 9A110HS OF 111(Vn_A. VA RELATING TO STRUCTURES AHD MUMS. Drawn By CCM Scale 1 /4° =1'-0` Jo6 07 - 9110 Sheet No. P ®1 Checked By MWS Date 09 -10 -07 PLUMBING SYMBOLS CONNECT TO FLOOR DRAIN (T ) —� SCALE' N.T.S. K- COPPER BELOW GRADE NO F/ 777NGS OR SPLICES BELOW GRADE. TRAP PRIMER DETAIL WATER RISER - WATER HAMMER ARRESTOR SIZE AND L OCA TION PER MANUFA CTURER'5 SPECIFICATIONS (TYPICAL). TRAP PRIMER ACCESS PANEL AS NECESSARY X AIR A DISTRIBUTION UN /T. TRAP WATER LEVEL //2 2 "FD -1 1/2" LAV -1 FLOOR DRAIN SCALD 1/4' =1' -0" MB P L U M B I N G SYMBOL DESCRIPTI ❑N SYMBOL DESCRIPTI ❑N SANITARY DRAIN ABOVEGROUND p FLOOR CLEAN OUT — — — SANITARY DRAIN HUN/GROUND GRADE CLEAN WT . G`;� GREASE WASTE BELUVGRDUND CLEAN OUT - — — - VENT LINE VTR VENT THROUGH ROOF s— STORM DRAIN ABOVEGROUND — "'fQ.� VACUUM BREAKER =S�' STORM DRAIN BELBVGROUND j BALL VALVE COLD WATER (CW) —15 GLOBE VALVE - - HOT WATER (HW) ��� CHECK VALVE GAS LINE PRESSURE REGULATING VALVE (PRV) UNION STRAINER 0 PRESSURE RELIEF VALVE © DOMESTIC WATER METER ®D - 1 DRAIN AND MARK l; MIXING VALVE ©RD RODE DRAIN GAS COCK OAS DOWN SPOUT F EIRE MAIN V.C.P. VITRIFIED CLAY PIPE I--IWH WALL HYDRANT C.I. CAST IRON -1-1) VALVE IN RISE I.E. INVERT ELEVATION vcr WALL CLEAN OUT NIT.C. NOT IN THIS CONTRACT SANITARY RISER SCALE' N.T.S. SCALD N.T.S. INSTALL PER PD/ PD/ 1 ' STANDARDS AND SIZE MANUFACTURER'S "A I INSTRUCT /DNS SINGLE FIXTURE PDI PIPE FIXTURE SIZE SIZE UNIT LOAD A 1/2" 1---11 B 3/4" 12 -32 C 1" 33 -60 D 1 -1/4" 61 -113 E 1-1/2' 114 -154 F 2" 154 -330 PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND /OR PER THE TABLES SHOWN ABOVE. WATER HAMMER ARRESTOR SCHEDULE HOT WATER TO FTXTURE(S) WA TER OUTLET WATER HEATER DETAIL IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS W BACKFLO PREVENTER DETAIL HOT OR COLD WATER SUPPL Y MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT TANK WATER CLOSET 5 -- LAVATORY /SINK 1.5 1.5 COLD WA TER WA TER INLET .. 4N-4116 4 . a6.-..,a r- R VIEV� p F OR CODE C©MPUANCE APPROVED O \? 0 2Q01 ---5:-'—r- �7CfTuk la = : Schnackel . - eng ineers RECEIVED CITY OF TUKWILA NOV 1 3 2007 PkHM1 r CENTER )LEGEND � - -- EXIST /NG is NEW WORK NEW TO EX/S77NG CONNECTION m New York o Omaha a Los Angeles Ei 800 - 581-0963 wwwschnackel.com SCALD N.T.S. 1 1 1 SCALE' N.T.S. SCALD N.T.S. Revisions Q ISSUE TO LANDLORD 07 -06 -07 REVISION PER LANDLORD 08 -10 -07 REVISION PER LANDLORD 09 -10 -07 L ISSUE FOR PERMIT 09 -10 -07 L REVISION PER CITY 11 -05 -07 EXPIRES 12/21/07 ARCHITECT I IIl ST CERTIFY MT REM PLANS ME GIN PRE- PARED WM Ii1f SUPERMEN NO TILT TO TIC EST IF NY mum ItSRCIIINFLY REGULATIONS NS AND GIZEDIANCES OF nIS(v _ RELATBIG TTI STRICTURES AND BLULDIMS. Drawn By 1/4' =1' -0' Scale Sheet No. P -2 Checked By MWS Date 09 -10 -07 '6197-9110 SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 SUMMARY A. Labor, materials, too/s, and services for a complete installation of equipment and system contained in the Contract Documents. B. Principal features of the work included are: 1. Plumbing system and related piping insulation. 2. Domestic water piping and connections. J. Limited area fire protection (sprinkler system) when applicable. 4. Excavating and backfilling for mechanical work; coordinate with Section 02300. 5. Anchor bolts, sleeves, supports and similar items to be built into concrete or masonry. 6. Preparation and submittal of shop drawings and product data. 7. Maintaining a record set of blueline prints and marking them to indicate locations of concealed items, and deviations made to suit conditions and production of mechanical as -built (record) drawings. 8. Operation and maintenance manuals shall be provided for all equipment. 1.2 JOB CONDITIONS A. Submittal of bid imp lies bidder has read applicable paragraphs of the specifications and will be bound by their conditions. 1.3 LOCAL CONDITIONS A. Conform with local conditions. Coordinate with local utilities on size of utility services. 1.4 INTENT A. The contract documents (drawings and specifications) describe the mechanical work of this project. Any item mentioned in one part shall be as binding as though mentioned in both. B. The contract documents form a guide for a complete mechanical installation. Where an item is reasonably necessary but not specifically mentioned, such as duct hangers or transitions, piping offsets, drains, etc., for a complete system, provide same. C. Mechanical layouts indicated on drawings are diagrammatic only. Exact locations of ducts, pipes, and equipment shall be governed by the drawings of related trades. 1.5 DEI9A 770NS A. No deviations from specifications and drawings shall be made without full knowledge and written consent of Construction Manager. B. Should Contractor find, during progress of work, conditions which dictate the modification of any particular requirements, report such item promptly for decision or instructions. 1.6 QUALITY ASSURANCE A. Comply with applicable local, state and federal codes. B. Comply with applicable requirements of recognized industry associations which promulgate Standards for the various trades. (see individual Sections of Division 15). C. Employ only qualified journeymen for this work. Employ competent, qualified mechanics to supervise the work. 1.7 CODES AND STANDARDS A. Perform work specified in Division 15 in accordance with the applicable codes and standards listed below, and such standards that may be specified in other sections. When these specifications are more stringent, they take precedence. In case of conflict, obtain a decision from the Construction Manager. 1. NFPA 54: National Fuel and Gas Code. 2. NFPA 90A: Air Conditioning and Ventilation Systems. 3. NFPA 101: Life Safety Code 4. Applicable State Building Code. 5. Applicable State Mechanical Code. 6. Applicable State Plumbing Code. 7 Handicapped Code ANSI A117.1 and ADA. 8. Applicable State Energy Code. 9. AGA: American Gas Association. 10. ANSI: American National Standards Institute. 11. AR /: American Refrigeration Institute. 12. ASHRAE. American Society of Heating, Refrigeration and Air Conditioning Engineers. 13. AWE: American Society for Mechanical Engineers. 14. ASTM: American Society for Testing and Materials. 15. MSS- Manufacturer's Standardization Society of the and Air Conditioning 16. NEMA: National Electrical Manufacturers' Association. 17 NFPA: National Fire Protection Association. 18. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association. 1.9. UL: Underwriters' Laboratories, Inc. 1.8 COORD /NA 770N A. Carefully examine specifications and drawings to be thoroughly familiar with items which require plumbing or HVAC connections and coordination. B. Coordinate with other Divisions to leave proper chases and openings. Place outlets, anchors, sleeves, and supports prior to pouring concrete or installation of masonry work. 1.9 SUBMITTALS A. Submittals are only required for specific items of equipment or material listed in individual sections of these specifications. B. Within 15 days after award of contract for this work, submit a list of proposed manufacturers (of equipment or material to be used) for approval. Submit this list before submittal of shop drawings and product data, and obtain approval before submitting required items. C. Shop Drawings (Not required for Owner furnished equipment) 1.10 DEL /VERY AND STORAGE A. Insofar as possible, deliver items in manufacturer's original unopened packaging. Where that is not practical, cover items with protective materials to keep them from being damaged Use care in loading, transport, unloading, and storage to keep items from being damaged. Store items in a clean, dry place, and protect from damage. FIRE RA 77NGS Materials used anywhere in the work must have NFPA ratings as follows: 1. Flame Spread - Not over 25. 2. Smoke Developed - Not over 50. 3. Fuel Contributed - Not over 25. B. Materials shall be "Self- Extinguishing': 1.12 PERMITS AND FEES A. Obtain, pay for, and deliver permits, certification of inspection, and other such items required by the authorities having jurisdiction. Deliver certifications to the Construction Manager prior to Final Acceptance of the work. An inspection certificate for each class of work requiring inspection must be submitted prior to or with the final payment invoice. The responsible trade contractor must make application for the inspection, coordinate same and pay the required inspection fee. 1.13 EXTENDED WA RRA N TIES A. Work furnished under the Contract shall be warranted against defects in workmanship and (Contractor furnished) materials for a period of not less than one (1) year, or as otherwise specified from the date of Final acceptance of the installation. Defects of workmanship developing during this period shall be remedied, and defective material replaced, without additional cost. When defects in a Trade Contractor's work causes damage to the work of other Trade Contractors: such damage shall be repaired by the Trade Contractor causing damage and work restored to its original condition, at the expense of the Trade Contractor that caused the damage. PART 2 - PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Within the Contract Documents relating to mechanical work, manufacturers; names, catalog numbers, and other proprietary references to materials and equipment are made. Such references are made to establish the standards of quality and type required, and not to limit competition. Acceptable manufacturers of competitive products are listed in applicable sections as 'approved equals". Reasonable requests for substitution or additions to approved equals" will be considered, but the Construction Manager will be the sole judge of acceptability of items proposed as substitutes. B. Materials and equipment used in carrying out these specifications shall bear U.L. or other recognized testing laboratory label when such labels are available. PART 3 - EXECUTION 3.1 LOCH TiONS A. Mechanical layouts indicated on drawings are diagrammatic. Exact locations of ducts, pipes, and equipment may vary because of conflicts with work of other trades. Work out conflicts where relocations will not affect operation or appearance of systems. B. Locate equipment requiring periodic servicing so that it is readily accessible. Do not back up service sides to walls, nor place it too close to other equipment to make service impractical. Equipment service clearances shall meet minimum acceptable distances as recommended by equipment manufacturer. 3.2 UTILITIES EXCA VA TING AND BACKFILLING A. Perform trenching, excavating, backfilling for mechanical work in accordance with Section 02300 and as set forth below: 1. Perform work necessary for installation of mechanical /plumbing utilities. 2. Depth of excavation to provide a minimum of 3' above top of pipe. Excavation to be carried to a depth of at least 6" below bottom of pipe elevation. Fill below pipe (6"), around pipe, and a minimum of 12" above pipe with sand or Class 'B" crushed stone tamped firm and even. Separate topsoil during excavation. Final layer of dirt (12" minimum) to be topsoil. Trenches to be at least 18" wider than pipe with batterboards placed every 25'. Back {/ling shall be done to exclude use of rock or stone above sand or crushed stone. 3.3 CU771NG AND PATCHING A. Repair or replace routine damage caused by cutting in performance of contract. B. Correct unnecessary damage caused due to installation of mechanical work. C. Perform repairs with materials which match existing and install in accordance with the appropriate section of these specifications. 3.4 CONNECTION OF EQUIPMENT A. Connect or install equipment shown on mechanical drawings that requires plumbing and /or mechanical hookups. 1. Rough -in piping and connect equipment. 2 Provide piping, shutoff valves, and unions required for a complete installation. 3.5 SERVICE OF SYSTEMS A. If equipment is placed in service prior to acceptance of the project by Construction Manager, operate equipment strictly in accordance with manufacturer's instructions. B. Employ competent, qualified personnel in operation of the equipment. C. Provide for proper operation and cleanliness. D. Open up equipment for inspection as directed by the Construction Manager. E. Lubricate equipment and perform such other maintenance as required by placing it in first class operating condition. END OF SECTION PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnishing of all labor, materials, tools, transportation, services, and related items necessary to complete the installation of the plumbing system as illustrated on the drawings and as including but not limited to the following: 1. Hot and cold water systems with complete connections from the water meter to all plumbing fixtures and equipment requiring water connections. 2. Soil, waste, vent and condensate system lines inside and outside the building. 3. Plumbing fixtures, including all the required trim and supports. 4. Trenching and backfilling. 5. Utility connections. PART 2 - PRODUCTS 2.1 DESCRIP 170N 22 INSULA 710N SECTION 15400 PLUMBING n A. Soil, Waste, and Vent Piping Below Floor to 5' -0" Outside Building: Standard weight coated cost iron pipe and cast iron /neoprene gasket fittings ABS or PVC -DWV Schedule 40 pipe and fittings may be installed, as approved by local authority in concealed locations only. B. Soil, Waste, and Vent Piping Above Floor: Standard weight coated cast iron pipe and stain less steel /neoprene gasket fitting, or ABS or PVC -DWV Schedule 40, as approved by local authority in concealed locations. C Hot and Cold Water Piping Above the Floor: Type "L" D. Condensate Drain Piping: Type "Al" copper with 50/50 sweat solder and wrought copper fittings or PVC Schedule 40, as approved by local authority. E. Indirect Waste Piping: Type "M" copper with 50/50 sweat solder and wrought copper fittings or PVC Schedule 40, as approved by local authority. F. Traps and Vents for Service Sinks: ABS or PVC Schedule 40, as approved by local authority. A. Provide foam rubber insulation equal to Armstrong Armaflex Type "AP" on cold and hot water, and condensate drain piping. Insulation to be slipped on with butt joints. Use miter cut pieces for fittings and performed fittings for all valves. Apply manufacturer's paint to all exposed runs. Utilize 1" thick insulation on hot water piping and 1/2" thick on cold water and condensate drain piping. B. Insulate P" trap and exposed hot water supply lines below handicapped accessible hand sinks and lavatories in one of the following manners: 1. Molded flexible vinyl insulation system, Model #101 "Handi Lay- Guard" as manufactured by Truebro. 2. PVC 2 piece "P" trap cover with insulation tubing, "Trap- Guard" as manufactured by Buckaroos. 3. Other manufacturers /types by prior approval only. PVC PLASTIC Manufacturers: Knauf Fiber Glass: www. knauffiberglass corn. Johns Manville Corporation: www. jm. corn Owens Corning Corp: www.owenscorning.com Certain Teed Corporation: www. certain teed. com Substitutions: The products of other manufacturers may be submitted at the Contractors option, during shop drawing review. The products of other manufacturers shall meet or exceed all requirements of these specifications and all requirements of the project as listed or shown on the drawings. The contractor accepts all resposibility for costs and coordination issues arising out of the substitution of materials or equipment and the coordination of such substitutions with all other contractors and subcontractors. D. Jacket: One piece molded type fitting covers and sheet material, off white color. 1. Minimum Service Temperature: 0 degrees F( -18 degrees C) 2. Maximum Service Temperature: 150 degrees F (66 degrees C). 3. Moisture Vapor Permeability. 0.002 perm inch 0.00029 ng /Pa s sq m) maximum, when tested in accordance with ASTM E 96. 4. Thickness: 10 mil(25 mm). 5. Connections: Brush on welding adhesive. E. Covering Adhesive Mastic: Compatible with insulation. 2.3 FIXTURES A. Al fixtures: As indicated on drawings with equal products furnished by American Standard, Kohler, or Eljer. 2.4 CLEANOUT5,, FLOOR DRAINS, FLOOR SINKS, AND ROOF DRAINS A. All Accessories: As indicated on drawings with equal products furnished by Wade, Josam, or Zurn being acceptable. 2.5 EQUIPMENT C. Shutoff valves underneath lavatories, tank type water closets, and kitchen fixtures: Chrome plated angle stop valves with chrome plated escutcheon plates and as scheduled on drawings. D. Hose Bibbs: As scheduled on drawings. E. Vacuum Breakers: As scheduled on drawings. F Backflow preventers: As scheduled on drawings. G. Gas Cocks: Plug valve iron body, bronze tapered plug, lubricated, threaded ends. Rated for 200 CWP, AGA and U.L. listed PART 3 -- INSTALLA 710N 3.1 PIPING A. Run all piping concealed except indicated on drawings. B. install valves, traps, clean -outs an easily accessible location. C. Install soil, waste, vent offsets, with a minimum uniform grade foot. D. Maintain hot and cold water lines at least 6 inches apart where piping in parallel. E Provide escutcheon plates where all pipes pass through a finished wall. 3.2 HANGERS AND SUPPORTS A. 3.3 PLUMBING FIXTURES A. D. 3.4 TEST Support copper piping at intervals not to exceed seven feet zero inches and at each change in horizontal or vertical direction. Furnish and install all plumbing fixtures complete wit �1� Pit° WO) all equipment fittings, trimmings, B. Al Fixtures: Grade A, white. C. Exposed Piping to Fixtures: A product of the fixture manufacturer. Provide stops as manufactured by the fixture manufacturer, with metal -to -metal seat for all fixtures and equipment. A. The plumbing system and associated system is subject to final approval of the Owner's Representative and Code Authorities having jurisdiction. Perform all tests required to show code compliance as directed. 3.5 CLEANING AND PROTECTION A. After the plumbing piping has been installed, inspected, and approved, flush the piping system to remove any foreign matter from the pipes. Where required, use chlorine or H7H solution to sanitize the new piping. END OF SECT /ON where otherwise and other apparatus in and condensate drains of one quarter inch to the and accessories. o tA cASSSi C e n PLUMBING FIXTURE SPECIFICATIONS: WATER CLOSETS (WC -1) HANDICAPPED LEFT HAND: BOWL: AMERICAN STANDARD #3109.016, "CADET" 15 1/2" EL, 1.6 GAL /FLUSH PA, FLOOR MOUNTED, WATER SAVING TYPE, VITREOUS CHINA ELONGATED BOWL, PRESSURE - ASSISTED SIPHON JET FLUSHING AC770N, 16 1/2" HIGH BOWL, SPEED CONNECT TANK /BOWL COUPLING SYSTEM, FULLY-GLAZED TRAPWA Y, BOTTOM OUTLET, 31 3/4" PROJECTION FROM WALL, 12" TO CENTERLINE OF OUTLET FROM WALL, 2 BOLT CAPS, FLUSHES ON 1.6 GALLONS. TANK: AMERICAN STANDARD #4098.100, CLOSE COUPLED FLUSHOMETER TANK, WA TER SAVER TRIM, 1.6 GPF, STANDARD LEFT HAND TRIP LEVER. SUPPLY: SEAT: 3/8" CHROME PLATED BRASS TUBING w/ CHROME PLATED ANGLE STOP w/ WHEEL HANDLE. OLSON/7F #95/55 COMFORT CURVE w/ SELF SUSTAINING HINGE, HIGH IMPACT, SOLID PLASTIC, HEAVY DUTY, OPEN FRONT STAINLESS STEEL, HINGE POSTS AND SURFACE CHECK, INTEGRALLY MOLDED PERMANENT LAVATORIES (LAV - 1) HANDICAPPED: FIXTURE: AMERICAN STANDARD #0355.012 "LUCERNE" WALL HUNG LAVATORY, WTREOUS CHINA LAVATORY, FAUCET LEDGE, FRONT OVERFLOW, 4" CENTERS ON FAUCET HOLES 20 -1/2" X 17 -1/4" OVAL OVERALL DIMENSIONS, "D" SHAPED BOWL 15" X 10" x 6- 3/4" DEEP, SELF DRAINING DECK AREA w/ CONTOURED BACK AND SIDE SPLASH SHIELDS, CONCEALED ARM SUPPORT TRIM: AMERICAN STANDARD #2385004 SINGLE HANDLE MIXING FAUCETS, 4" CENTERSET EXPOSED DECK MOUNTING, AERATOR, LEVER TYPE HANDLE, CONTROL SHALL BE ROTA 77NG BALL TYPE w/ REPLACEABLE NON-METALLIC SEA TS OPERA 77NG IN STAINLESS STEEL LINED SOCKETS, CONTROL HANDLE TO AL WA YS RETURN TO NEUTRAL POSITION WHEN VALVE IS TURNED OFF, LESS POP -UP HOLE, LESS HOLE, ALL EXPOSED SURFACES TO BE CHROME PLATED. SUPPLIES: 3/8" CHROME PLATED ANGLED STOP w/ WHEEL HANDLE, 3/8" CHROME PM TED FLEXIBLE BRASS RISER, /NSULA 7E ALL EXPOSED WA TER LINES AND VALVES WASTE: AMERICAN STANDARD #7723.018 GRID DRAIN, 4 1/2" OFFSET FOR WHEELCHAIR LAVATORY, AND 1 -1/4" TAILPIECE, 1 -1/4" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG RUN PARALLEL AND AS TIGHT TO WALL AS POSSIBLE 1-1/4" CHROME PLA T D BRASS WASTE TO WALL, INSULATE ALL EXPOSED WASTE LINES. CARRIER: WALL PLATE INCLUDED WITH FIXTURE. MOUNTING HEIGHT 34 INCHES FLOOR TO RIM. (NSULA 710N KIT TRUEBRO LA V GUARD 2 UNDERSINK PIPING COVERS MODEL #103E- Z, INCLUDES ONE P- TRAP COVER, TWO ANGLE VALVE AND SUPPLY COVERS, ONE OFFSET TAILPIECE WHEEL -CHAIR STRAINER COVER ALL PIECES SHALL BE WHITE IN COLOR. PRESSURE ACTIVATED TRAP PRIMER: (TP - 1) FIXTURE PRECISION PLUMBING PRODUCTS INC. MODEL P2 -500, MACHINED OF CORROS /ON RESISTANT BRASS, CONTAINS NO SPRINGS OR DIAPHRAGMS, INLET 1/2" MALE NPT, OUTLET 1/2" FEMALE NPT PRESSURE AC77VA TED PRIMER DELIVERS POTABLE WATER ACROSS AN A/R GAP FUNNEL THEN THROUGH THE DISTRIBU7TON UNIT WHEN IT SENSES A PRESSURE DROP OF 5 TO 10 P.S.I. G. MOUNTING HEIGHT MINIMUM MOUN77N0 HEIGHT OF 12" ABOVE FIN /SHED FLOOR WHEN FLOOR DRAIN SERVED IS 20=0" OR LESS DEVELOPED LENGTH FROM UN /T, MOUNT AN ADDITIONAL 12" HIGHER FOR EACH ADDITIONAL 20=0" OF LENGTH. MISC: DISTRIBUTION UNIT DU -2 FOR 1 OR 2 TRAPS, DU -3 FOR 3 TRAPS, OR DU -4 FOR 4 TRAPS. PROVIDE AG -500 AIR GAP CONNECT /ON. FLOOR DRAIN (FD - 1): FIXTURE. ZURN COMPANY SERIES ZN- 415B -P, COATED CAST IRON FLOOR DRAIN, TWO -PIECE BODY, DOUBLE DRAINAGE FLANGE, INVERTIBLE NON - PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET INSIDE CAULK CONNECTION, ADJUSTABLE ROUND SUPER -FLO STAINER, FLASHING CLAMP WITH 24x24" 4LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE 1/2" TRAP PRIMER CONNEC7TON. STRAINER: ZURN COMPANY FINISH. WASTE SIZE AS NOTED FLOOR. "TYPE B"; 5" DIAMETER NICKEL BRONZE ON DRAWINGS, CAST IRON P -TRAP UNDER ALL TENANTS ON THE GROUND FLOOR REQUIREING BELOW GRADE WORK SHALL COORDINA 7E 1417H LANDLORD PRIOR TO ANY SLAB DEMOLITION. TENANT SHALL COORDINATE WITH LANDLORDS TO PROI//DE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTA T70N BY LANDLORD OF BELOW GRADE WORK PRIOR TO 7HE COVERING UP OF SUCH WORK. TENANT SHALL BE RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. RECEIVED CITY OF TUKWiLA NOV 1 3 7007 PERMIT CENTER c5Schna 1SewYaric © Omaha ® LosAregeles la 800 wwwsdinackel. n J co EL C\I LU = c° I- °- CD 0 6) r Q w W w CO I-- Revisions ISSUE TO LANDLORD 07-06-07 LA REVISION PER LANDLORD 08 -10 -07 REVISION PER LANDLORD 09 -10 -07 L ISSUE FOR PERMIT 09 -10 -07 Q REVISION PER CITY 11 -05 -07 EXPIRES 12/21/07 ARCHITECT I EMT CERiTY UT TIME PLMIS ME 1EEN RE- PKO I"ER H SUFERVEDI ANA THAT 1I] WE ZEST ff I!Y DICWLEIGE, TIE VI1H ALL RILES, R GMAT= Ae IIRMIVACES IF 1IffrwiLla. Vd� RELATING 1G • O MINIMS AHD BU1.DIHGS DS Drawn By CCM Scale 1/4" =1 -0° Checked By NMWS Date 09 -10 -07 � - 9110 Sheet No. P -3