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HomeMy WebLinkAboutPermit PG10-073 - HAYWARD BAKERt HAYWARD BAKER 11022 EAST MARGINAL WYS City o*Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT Parcel No.: 0323049168 Address: 11022 EAST MARGINAL WY S TUKW Project Name: HAYWARD BAKER Permit Number: PG 10 -073 Issue Date: 07/15/2010 Permit Expires On: 01/11/2011 Owner: Name: EMW SOUTH L L C Address: 3006 NORTHUP WAY STE 303 , BELLEVUE WA 98004 Contact Person: Name: JAMES WASMUND Phone: 425 432 -5334 Address: 23220 MAPLE VALLEY HY SE, STE 3A , MAPLE VALLEY WA 98038 Email: ALLSERVICEPNC @GMAIL.COM Contractor: Name: ASPC INC Phone: 425 - 432 -5331 Address: PO BOX 1104 , RAVENSDALE WA 98051 Contractor License No: ASPCII *910PB Expiration Date: 10/02/2011 DESCRIPTION OF WORK: ROUGH -IN WATER AND WASTE TO ALL FIXTURES TO TWO RESTROOMS AND ONE KITCHEN. FINISH FIXTURES SUPPLIED AND INSTALLED. INCLUDES INSTALLATION OF A PRESSURE REDUCING VALVE (PRV) AND 1.25" REQUIRED REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) BACKFLOW (WATTS 009M2QT) ON THE DOMESTIC WATER SERVICE FOR PREMISE ISOLATION. Value of Plumbing /Gas Piping: $12,600.00 Uniform Plumbing Code Edition: 2006 Fees Collected: $309.75 International Fuel Gas Code Edition: 2006 Permit Center Authorized Signature: Date: I —�� 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 Lp erform a of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: / c Date: Print Name: 47) )-a -►\J 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 -4/10 PG10 -073 Printed: 07 -15 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0323049168 Address: Suite No: Tenant: PERMIT CONDITIONS 11022 EAST MARGINAL WY S TUKW HAYWARD BAKER Permit Number: Status: Applied Date: Issue Date: PG 10 -073 ISSUED 06/25/2010 07/15/2010 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: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: 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. 14: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 15: Applicant shall consider installing the Pressure Reducing Valve (PRV) upstream of the Reduced Pressure Principle doc: Cond -10/06 PG10 -073 Printed: 07 -15 -2010 • 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 Assembly (RPPA) due to high water pressure in East Marginal Way S and impact to the RPPA. 16: The PRV and premise isolation RPPA shall be installed per the manufacturers specifications. 17: Upon installation, the premise isolation Reduced Pressure Principle Assembly (RPPA) shall be tested by a certified tester and the passing backflow test report submitted to the Public Works Project Inspector. Thereafter, the annual backflow test report shall be performed at owner's expense, and copies of test results submitted to City of Tukwila Water Department, Minkler Shops at 206 433 -1860. * *continued on next page ** doc: Cond -10/06 PG 10 -073 Printed: 07 -15 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: oov Date: 4 / 1,Y/r) ordinances governing or local laws regulating doc: Cond -10/06 PG10 -073 Printed: 07 -15 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us PLUMBING / GAS PIPING PERMIT APPLICATION 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: 11022 E Marginal Way S., Tukwila, WA 98168 Tenant Name: Hayward Baker King Co Assessor's Tax No.: 0323049168 Suite Number: New Tenant: Property Owners Name: McConkey Development Co. Mailing Address: 3006 Northup Way, Suite 303 Bellevue Floor: 1 ❑ Yes ❑ ..No WA 98004 Zip City State CONTACT PERSON -Who do we contact when your permit is ready to be issued. Name: James Wasmund / Debbie Tvedt Mailing Address: 23220 Maple Valley Hwy SE, Ste 3A E -Mail Address: allservicepnc @gmail.com Day Telephone: (425) 432 -5334 Maple Valley WA 98038 City State Fax Number: (425) 432 -7548 Zip PLUMBING / GAS PIPING CONTRACTOR INFORMATION Company Name: ASPC, Inc. Mailing Address: 23220 Maple Valley Hwy SE, Ste 3A Contact Person: James Wasmund / Debbie Tvedt E -Mail Address: allservicepnc @gmail.com Contractor Registration Number: ASPCII *910PB Maple Valley WA 98038 City State Zip Day Telephone: (425) 432 -5334 Fax Number: (425) 432 -7548 Expiration Date: 10/02/2011 ARCHITECT OF RECORD -: All plans must be wet stamped by Architect of Record Company Name: Dimensions, Inc. Mailing Address: 3006 Northup Way, Suite 302 Contact Person: Jacob Carroll E -Mail Address: jcarroll @dimensionsarch.com Bellevue WA 98004 City State Zip Day Telephone: (425) 827 -9293 Fax Number: (425) 827 -9218 ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Peter A Opsahl Structural Engineering Mailing Address: 720 3rd Ave, Ste 1611 Contact Person: Mike Anee Seattle WA 98104 E -Mail Address: mikea @paostructural.com H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Plumbing -Gas Piping Permit Application.doc Revised: 1 -2009 bh City State Zip Day Telephone: (206) 322 -4518 Fax Number: (206) 322 -4528 Page 1 of 2 Valuation of Project (contractor's bid price): $ 12,600 Scope of Work (please provide detailed information): Rough -in water and waste to all fixtures to two restrooms and one kitchen. Finish Fixtures supplied & installed. Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty" Bathtub or combination bath /shower Bidet 12...4 Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 2 Shower, single head trap Lavatory 2 Wash fountain Receptor, indirect waste Sinks 2 Urinals 1 Water Closet 2 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PERMIT APPLICATION NOTES - 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. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HER CERTIFY THAT I HAVE READ AND MINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENA OF ERJURY BY T LAWS OF THE AT OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL ED AGENT: Signatu Date: 06/21/2010 Print Name: James R Wasmund, ASPC, Inc. Day Telephone: (425) 432 -5334 Maple Valley Mailing Address: 23220 Maple Valley Hwy SE, Ste 3A WA 98038 City State Zip Date Application Accepted: Date Application Expires: I Staff Initials: at 12...4 1 10 12— H:\ Applications\Fonns- Applications on Line\2009 Applications\I -2009 - Plumbing -Gas Piping Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 • • �J�.� A w City of Tukwila ��i 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.: 0323049168 Permit Number: PG 10 -073 Address: 11022 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 06/25/2010 Applicant: HAYWARD BAKER Issue Date: Receipt No.: R10 -01156 Initials: User ID: JEM 1165 Payment Amount: $309.75 Payment Date: 06/25/2010 09:06 AM Balance: $0.00 Payee: ASPC INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1176 309.75 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 61.95 000.322.103.00.00 247.80 Total: $309.75 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -25 -2010 INSPEV ION NO. INSPECTION RECORD Retain a copy with permit 0Jl cD1-GJ Phi 0 -D1-73 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 So thcenter Blvd., #100, Tukwila. WA 98188 (206) 431, -3670 Permit Inspection Request Line (206) 431 -2451 Pro ect: . r ��l� n ttl,1: LAJ A-r -o .C3A- e_ Type f. Inspection: �( , Ai k P � /� B . Addres : l (0 21----- E • LtANU,. AM------ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 2 Co -42-'7-- 100.3c pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ` �✓�-t �"� ah/vo l k /t--- Nom/ Date: ao -of>� n REI 'S; ECTION FEE REQUI D. Prior to 'ext inspection. fee must be pail 6300 Southcenter Blvd.. Suite 100 /Call to schedule reinspection. 1, INSPECTION RECORD p Retain a copy with permit r 6 ( INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Pro ct: q r Br Type of nspection f e Address! Date ailed: Special Instructions: /Date cJ t61 `L biO/ , _ Leff _,S". —t it'lkfikel f i 4ovj et.r Wanted: �"e a to (o " �'7� p.m. Requester: Phone 2S _s 3? °x32 EjApproved per applicable codes. orrections required prior to approval. (2) COMMENTS: mr_.'s- 5 1 / :4c_p„ig °-., MQEL iij F1 o 1A J�! -`rcik--f `t ,iS�' .%1p5u (`i-5 D 17—/ (, 4--6Ct 0 j S', , e 3 1AA-7, . rDr\ / ,,40 of tze S ooi- (P c " ) - 1. -4 re-) ct h 9 S ly— t-',& l oL,) -Qks 4- . _5: peA J ( Ac ) ,& tA-X 4©(f -__S_) 0 C nu JS( `c_ IAL)/ -_,S- ,RA,e, (,,r,) « jklity() --C,O.A.-7-1-7 el— c -e_r r: s i^e Si*i r . A Insi'ector:� (AA Date: _ 6` r O R NSPECTION FEE EQUIRED.'Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .,..�, [-INSPECTION RECORD P�1v .07 t;. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Pro'�4t: c, 4 6 4- EI _ „ GC�JD Typg..,o�nvpe1jc ion: p( Address: 1(0?2 e, AAG -;14- t(e�Called: t Special Instructions: Date Wanted: a.m. �`1 (o `" /0 �p.m' Requester: Phone No: 2. --43a -5334 .p`oved per applicable codes. Corrections required prior to approval. COMMENTS: Days: 0- ((-f?) $6 .00lREINSPECTION F E REQUIRED. Prior to inspection, fee must be pa))id //at 6300 Southcenteg Blvd., Sui {e 100. Call to schedule reinspection. Recei cit Date: M1a�r�da:.adiE`9alFQE�• "'R^i'sA�ti- •4yy �'tS +- �c5z^;r+h • rtrS.i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CAlk PERMIT NO. CITY OF TUKWILA BUILDING DIVISION %e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: WV -� .c -'tei` Type of Inspection: 4/0,,A_6(.. Work_ Address . I I 672,__. � �,nmc Date Called: -- Special Instructions: Date Wanted: ,, % 0 a. p.m. Requester: I Phone c - S/ 0 -- (05') Approved per applicable codes. EjCorrections required prior to approval. Insp ctor: COMMENTS: >N,> p! o J ., l/‘ o D -; />--f ox -S f . I t.1 u&_\/- ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: + _ f,, Receipt No.: Date: - �i.. .K....- �. -..,- a. n_�uos.a;.se.usK+ ..om�<.!� �s�a7s c2 :a iaifro ...,._..:aL�: --, :.mSne._ i • — __ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Proj ct: iliduaKAP-1 16. Type ynsv)1/45ti_or..): /\ Ad ress lloaR Ern WSy Date Called: ' 10 /i z //0 pecial Instructions: e-- Date Wanted: i 0 // 110 p.m. Request : P Phone No: ''OLI ° 4-a-7 -loo 3(v ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: I/O /a//0 ❑ $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: o; �r.- r�..r� -..- -,.-,. ,�- .- <. ^�'�•3't <_:i�} ;a i_�- t�'a�r' � �:.: �Yr�z :?..���,, -t�K.i : se�u?•' �:'"''.°•"- v-^":'=- e=?'!;= t' �".* �.- r. "%',__._.l"�+�'s�,,�:;.�i -i..t ASPC, INC. 23220 Maple Valley Hwy SE Suite 3A Maple Valley, WA 98038 rrimmaingoisilmairsmormsormasmairroirmoirsiatel APR REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit!.1 and may include additional plan reviev,, 1 WAYWAPID 6AKEP, FILE COPY P it No X610— 073 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief I - , conditions is acknowledged: gl Aviv — By Date: City Of Tukwila BUILDING DIVISION 141� X10 WOMEN REVIEWED FOR CODE COMPLIANCE APPRInVED JUL 14 2010 fT � City of Tukwila BUILDING nnnclnM PI 4" Ca ;t t0 plastic mison band .....I....I........p ...... t..........1. Flocr cleanout 1" &Rs INCOMPLEt14 ! TR #, to G73 c1 D JUL 022010 PERMIT CENTER ASPC, INC. 23220 Maple Valley Hwy SE Suite 3A Maple Valley, WA 98038 i VTR 1 1 1/2" 1 1 1/2" 1 1 1 1 1 14" 1 1 1 1 1 1 3" 1 1 4" c /o-Fl ,� � 1 T r� 1 1 1 2" r 2" 1 �� 1 2" 1 12" 1 1 1 1 2,. 2"1 1 1 1 VTR 3" N BAKER 2" 3" 4" 4" cast to plastic misson band REVIEWED FOR CODE COMPLIANCE APPROVED JUL 142010 City of Tukwila BUILDING nIVISIOnN RECEIVED JUL 02 2010 PERMIT CENTER ASPC, INC. 23220 Maple Volley Hwy SE Sutee 3A Maple Valley, WA 98038 HAY\AIAPD BAKER Qzjit io WOMEN 2" ABS REVIEWED FOR ODE COMPLIANCE APPPAVED JUL 14 2010 V 1 4" (aim 3last If misson band 11/4" main pex 4' Aber eleanout 1" existing I" &As 3" ABS City of Tukwila UILDING DIVI4IfIV RECEIVED JUL 0 2 2010 PERMIT CENTER '4 ASPC, INC. 23220 Mople Volley H my SE Suite 3A Mople Volley, WA 98038 Ir W kn ki) W O O O - m - )4AYWARD BAKER VIEWED FOR DE COMPLIANCE APPIfVED JUL 1 4 2010 City of Tukwila , BUILDING nivisin O ECEIVEID JUL 0 2 2010 IT CENTEP .,o —,g 0 • c0 4AYWARo BgKV.R 1" 30 F.U. 3/4" S F.U. 3/4" PLYY"�OOD ON 2O GA. 6" ME`t"�.. GHANNEl... Si1DS @ 16" Air hammer 0.G. 1 35 F.U. 1 1/4" MIRROR 30 C/W F.U. 1" 3/4" 5 H/W F.W. 1/2" 1/2"` 5.5 F.U. 2.5 F.U. 8 F.U. 28 F.U. 3/4" 1/2" 1/2" 2 F.U. 3" 21 0" MIN. ur20F.U.\ 1$ Lav 1 F.U. 1 1/4" REVIEWED FOR CODE COMPLIANCE APPPAVED JUL 14 2010 City of Tukwila BUILDING DIVISION RECEIVED JUL 0 2 2010 PERMIT CENTER HAYWARD BAR Tie -in to existing 11 1 114" Running over 100Ibs of pressure 1 1/4" PRV Shutoff Double Check Shutoff REVIEWED FOR CODE COMPLIANCE APPPMED Jut_ 1 4 2010 City of Tukwila BUILDING DIViRinM RECEIVED JUL 0 2 2010 PERMIT CENTER S?+ Iv* gAW. yitirvE TVAP 'cif blAe1t uNsto) BVA6` Anti iroif REVIEWMPL FOR E CODE CO APPROVED JUL 1 4 2010 City of Tukwila BUILDING nivISIfN RECEIVtU CITY OF Tt)Kwn -A JUN 2 L U i.1 PERMIT CENTER 13TT10-0'12 REVIEWED FOR CODE COMPLIANCE APPRDVED �� JUL 14 201U gel c1-77; City of Tukwila 4,4 City BUILDING rinticinm RECEIVED CITY OF TUKWILA JUN 2 52010 PERMIT CENTER 06/28/2010 13:45 FILE COPY #4275 P.002 /009 ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval Series 009 Reduced Pressure Zone Assemblies 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 preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in -line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 141- 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 .4 2' (8 - SOmm) • Fused epoxy coated cast iron body 2W and 3' (65 and 80mm) • Ball valve test cocks — screwdriver slotted Y4' - 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 poterrtial.health hazard location to prevent backflow due to backsiphornage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured 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 water- way 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 seat- ed isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Edition *; 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 REVIEWED FOR CODE COMPLIANCE D City of Tukwila ILDI ►. G nIVIiInN 1/2" (15mm) 009QT RECEIV�p CITYOFTUKIMLA JUN 2 5 2010 PERM CENTER Test Cock No. 3 Ball Type Test Codes Test Code No 2 First Check Module Assembly R.P. Zone 2" (50mm) 009M2QTHC Test Code No. 4 Relief valve Assembly roe iaa Box .Insul Enc1osu res` m re tnfarmationY :send.for.bteratune-ES -WBc:: Second Check Module Assembly Water Outlet IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTAUATiON REOUJREMENTS Wars p»r specfrcitons in US. ctstornay units are meat are mapmornate ano are ;mime fcr reference only. for pecks neasaarrents. NA1U1IS® please oa tactWaSsTecmizl Sawa. Watts reams:e the veto serge or molly pocket damp. mrffiucto r. apaolirr .attars, a materials with- out pia mace aro at= awing err/ ottgaticri to mats such changes and =creations on Watts maids oevia,sty or suoseoueney solo. 06/28/2010 13:46 #4275 P.003 /009 Available Models: 1/4" - 2" (8 - 50mm) Suffix: OT - S- LF - AQT - PC - LH - SH - HC - Prefix: C U quarter -turn ball valves bronze strainer without shutoff valves elbow fittings for 360° rotation 3 /q' .• 2." (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel bail valve handles 2W inlet/outlet fire hydrant fitting (2' valve) clean and check strainer - 1' (20 - 25mm) only union connections (see ES -1)009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non•rising stem resilient seated gate valves OSY - UL/FM 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 Not 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 polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardiy furnished with NPT body connections. For option- al bronze union inlet and outlet connections, specify prefix U (Yz' - 7(15 - 50mm)). Series 0090T furnished with quarter turn, full port, resilient seated, bronze bail valve shutoffs. Air Gaps and Elbows Materials: 21/2" 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'/." - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar), Water temperature: 33 °F - 180 °F (0.5 °C - 75 °C). Sizes Z' /2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 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 864.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. C)0 a 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 W - 2' (20 -50mm) (LF models only except 009M3LF) 2W and 3' (65 and 80mm) with OSY gate valves. G7ODEL for 909.009 and 993 sizes ORAN OUTLET M. mm M. DlttEdSIOAS A mm in. 8 mm WEIGHT lbs. kgs. 909AG -A 1/4"—W 009, '/ 13 2% 60 31/2 79 .625 .28 '/" 009M2/M3 909AG -C W -r 009/909, 1 25 3% 83 4A 124 1.50 .68 1 • -1'h" 009M2 909AG -F 1W-2" 009M1, 2 51 44 111 6s /, 171 3.25 1.47 1W-3" 009/909, 2" 009M2, 4"-6" 993 909A5 -K 4 "-6" 909, 3 76 6% 162 9''/ 243 6.25 2.83 8 " -10" 909M1 909A6-M 8 " -10" 909 4 102 7% 187 11% 394 15.50 7.03 909EL -A 1/2" -1/2" 009, W 009M2/M3 - - - - - - - - 909EL-C %"-1" 009/909, - - 2,%j JO 23A 60 .38 .17 " 909EL•F 1'/, " -2° 009M1, - - 3%s 92 35A 92 2 .91 1W -2" 009/909, 2" 009M2.4 "-6" 993 ' 909EL•H 21/2" -3" 009/909 - - - - - - - - Vertkal B 8 06/2B/2010 13:46 Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC – Fire Hydrant Fittings dimension `A' = 25' (637mm) 009 'k' – 2' #4275 P.004 /009 SIZE ON) in. mm in, A mm in. 8 mm in, D1111ENSIO IS (APPROX,) 0 in. mm is L min in STRAINER DIMENSIONS M mm N in. mm WEIGHT IDS, kgs C mm '/ 8 10 250 4% 117 3% 86 1'/ 32 5'% 140 2% 60 2% 64 5 2 5% 10 10 250 45/6 117 3% 86 1% 32 51/2 140 2% 60 21 64 5 2 .1 15 10 250 4% 117 3% 86 1'/4 32 51/2 140 23/. 70 2'% 57 5 2 % 20 10% 273 5 127 31 89 1'% 38 6% 171 3%6 81 2% 70 6 3 1 25 16% 425 5% 140 3 76 21/2 64 9'% 241 3% 95 3 76 12 5 1% 32 1T/ 441 6 150 31/2 89 2'% 54 11% 289 4 %6 113 3'h 89 15 6 11/2 40 17'h 454 6 150 31/2 89 21/2 64 111/2 283 4;4 124 4 102 16 7 2 50 21% 543 73h 197 41/2 114 3'/. 83 13' 343 5'S /6 151 5 127 30 13 Dimensions and Weight: 21h° and 3" (65 and 80mm) 009 STRAINER SIZE in. mm DIMENSIONS (approx.) M N NIT in. /pip in, mm in. mm WEIGHT rne. kg s. 2% 65 10 254 6% 165 9% 249 3 80 10%6 257 7 178 10 254 tCloarance for servicing 28 12.7 34 15.4 an u NEI Watts G -4000 Series QT - Ball Valves MODEL SIZE ON in. rim rn A mm in. C mm in, DIMENSIONS D mm (APPROX.I E in. mm m. l mm iit R mm i•. U mm WEIGHT Cs. KOS. 00911 21h 65 — — — — 4% 114 — — 181/2 460 — — 10% 270 76 343 )90SY 2 1/2 65 3 3 1 / 4 645 15% 403 4'h ,.._1, , 114 •'t: 16% • 1 • 416 1; 6 181/2 460 460 73 a 7% 197 197 10% 1054 166 75.3 , 009NRS 2% 65 331/4 845 11_3h 289 4% 270 161 73.0 0090T 2'% 65 331/4 845 6 152 4% 114 163/1 416 18'/4 460 7% 197 10%6 270 150 68.0 009LF 3 80 — — — — 4?fi 114 — -- 18% 460 — — 10% 270 76 34.5 w 1 3 80 341/4 :' 471 4% 114 1654 422 1': -.6 83/4 222 10' 270 198 8 009NRS 3 80 341/4 870 123 7 324 178 41s 4' 114 114 16% 165/6 422 422 18'4 18'% 460 460 8$!a 83/4 22,J 222 1054 10% 270 270 191 158 86.6 71.7 00907 3 80 341 870 06/28/2010 13:46 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 VI" (8mm) 0090T kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 0 O .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/6" (10mm) 0090T KP8 ps 172 25 138 20 103 15 69 10 35 5 .25 .50 .75 1.25 1.50 25 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm 'f" (15mm) 00907 0 1 2.5 5 75 10 12.5 15 gpm 4P 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps Id's psi 207 30 165 24 124 18 83 12 41 6 0 0 ,W (20mm) 009M30T ■ ■ ■ ■ ■ ■IM■■■■■ ■ ■■ ■ ■ ■ ■ ■ ■■■ ■ ■■■■ ■111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MM■ ■■■■■■I11■■ ■ ■ •■■■ OIPTa ■ ■■ ■ •■•■ ■1 / ■ ■ ■ ■ ■■MMi■■ ■ ■ ■ ■■ r.�mi ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■1N■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■1i ■ ■ ■ ■ ■ ■I11■ ■111■ ■ ■ ■■ ■ ■ ■■■■■■ iiii iwi °■iiiiiiiiiiii 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 tps 2.3 4.6 mps 1 ".,(25mm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 0 19 38 76 114 152 190 228 266 304 7.5 15 23 4.6 %IWAm F ppm m tps mps #4275 P.005 /009 'Typical maximum system now rate (7.5 feet/sec., 2,3 meters/sec.) kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 11/4" (32x mm) 009M20T '.. _r_■ ■___r 111s__■ ■111■___ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 286 304 Ipm 5 7.5 10 15 fps 1.5 .3 3.0 4.6 mps 11/4" (4*Omm) 009M20T -4 10 20 30 40 50 60 70 80 90 100 110 120 gpm AP 0 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kP3 pSi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 2" (50mm) 009M20T �P O kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 20 40 60 BO 100 120 140 160 180 200 gpm 76 152 228 304 380 458 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21/2" (65mm) 009 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 05 10• 295 380 475 570 5 7.5 10 1.5 2.3 3.0 175 200 225 250 gpm 665 760 885 950 Ipm 15 fps 4.6 mps 3" (80mm) 009 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 Fpm 5 7.5 10 fps 1.5 2.3 3.0 mps A Watts Water Technologies Company ES- 009 0830 USA: 815 Chestnut SL. No. Andover, MA 01845 -6098; www.wans,com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5117: w.,w.wattsc nadaca ® 2009 Watts 06/28/2010 13:46 #4275 P.006 /009 ES•RVD For Health Hazard Applications Job Name Job Location Approval Engineer Contractor's P.O. No Approval Representative Contractor Series 009, 909, 919, 957 and 994 Reduced Pressure Zone Assemblies Relief Valve Discharge Rates Ipm gpm 152 40 133 35 G 114 30 LL 95 25 .6 76 20 G 57 15 As 38 10 cc 19 5 0 0 Rate of Flow Ipm gpm 266 70 228 60 190 50 152 40 114 30 76 20 38 10 0 0 0 / 4'', 3/8' , 1/ 2" 0 0 9 Q T psi .7 1.4 2.0 2.8 3.5 4.1 4.8 5.5 62 6.9 7.6 8.3 90 9.7 10.3 11.0 11.7 124 bar Pressure 3/4" OO9M3QT Ipm gpm 228 60 c 190 50 U. 152 40 Q 114 30 co76 20 38 10 0 00 10 20 30 40 50 60 70 80 90 100 110120 130 140 150 160170180 psi 0 .7 1.4 2.0 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 8.3 9.0 9.7 10.3 11.0 11.7 12.4 bar Pressure 1" OO9M2QT l 1 El ! .1 . 1 l i s ! _, ! 4^- 1 1. i s f IP.._..... t 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 18 psi .7 1.4 2.0 2.8 3.5 4.1 4.8 5.5 62 6.9 7.6 8.3 90 9.7 10.3 11.0 11.7 124 bar Pressure 3/4" OO9M3QT Ipm gpm 228 60 c 190 50 U. 152 40 Q 114 30 co76 20 38 10 0 00 10 20 30 40 50 60 70 80 90 100 110120 130 140 150 160170180 psi 0 .7 1.4 2.0 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 8.3 9.0 9.7 10.3 11.0 11.7 12.4 bar Pressure 1" OO9M2QT 10 20 30 40 50 60 70 80 90 100 psi 0 69 138 207 276 345 414 483 552 621 690 kPa Pressure Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer with the second Check valve's internals removed from the body. vas contact in Scram. custom . wads wrs and a li are ae rg eor me all are provided Ma for ter ind wry. for lease n neneas. 11/S0 t>�e caroa ways Tesitrtcal SerYCe. wants reserves � 4gna m tlenge a molly mac! �, construc�oq , ar rt�iela vats~ al Dior rake erg wlQu1 incurring ars oven 00 treks such oranges and moddt�org on ways Bolds prl�ioi8ty a sbeegteryy eat l 1 ! .1 . 1 l i s ! ° ! 4^- 1 1. i s f 10 20 30 40 50 60 70 80 90 100 psi 0 69 138 207 276 345 414 483 552 621 690 kPa Pressure Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer with the second Check valve's internals removed from the body. vas contact in Scram. custom . wads wrs and a li are ae rg eor me all are provided Ma for ter ind wry. for lease n neneas. 11/S0 t>�e caroa ways Tesitrtcal SerYCe. wants reserves � 4gna m tlenge a molly mac! �, construc�oq , ar rt�iela vats~ al Dior rake erg wlQu1 incurring ars oven 00 treks such oranges and moddt�org on ways Bolds prl�ioi8ty a sbeegteryy eat 06/28/2010 13:47 Rate of Flow Rate of Flow Rate of Flow 1pm OPm 532 140 456 120 380 100 304 80 228 60 152 40 76 20 0 0 0 11/4" 009M2QT 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 psi 0 .7 1.4 2.1 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 8.3 9.0 9.7 10.3 11.0 11.7 12.4 bar Pressure Ipm gpm 11/2" 009M2QT 513 35 456 120 399 105 342 90 285 75 228 60 171 4.5 114 30 57 15 0 0 Ipm gpm 836 220 760 200 684 180 608 160 532 140 456 120 380 100 304 80 228 60 152 40 76 20 0 00 0 0 .7 1.4 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 Pressure 2" 009M2QT Psi 8.3 9.0 9.7 10.3 11.0 11.7 12.4 bar mppm 1330 350 1140 300 950 250 w 760 200 • 570 150 irs 380 100 CC 190 50 0 0 0 0 20 30 40 50 60 70 80 901001 0120130 140 150 160 170180 psi 0 7 1.4 21 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 8.3 9.0 9.6 10.3 11.0 11.7124 bar Pressure 10 20 30 40 .7 1.4 2.1 28 3.5 4,1 4.8 5.5 6.2 6.9 7.6 8.3 50 60 70 80 90 100 110 120 Pressure 21/2", 3" 009 130 140 150 160 170 ff441b r.uur /uvy Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer psi with the second check 9.0 9.7 10.3 11.0 11.7 bar valve's internals removed from the body. 2 10 20 30 40 50 60 70 80 90 100110 120 130140 150 160 170 180 0 .7 1.4 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 Pressure 2" 009M2QT Psi 8.3 9.0 9.7 10.3 11.0 11.7 12.4 bar mppm 1330 350 1140 300 950 250 w 760 200 • 570 150 irs 380 100 CC 190 50 0 0 0 0 20 30 40 50 60 70 80 901001 0120130 140 150 160 170180 psi 0 7 1.4 21 2.8 3.5 4.1 4.8 5.5 6.2 6.9 7.6 8.3 9.0 9.6 10.3 11.0 11.7124 bar Pressure 10 20 30 40 .7 1.4 2.1 28 3.5 4,1 4.8 5.5 6.2 6.9 7.6 8.3 50 60 70 80 90 100 110 120 Pressure 21/2", 3" 009 130 140 150 160 170 ff441b r.uur /uvy Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer psi with the second check 9.0 9.7 10.3 11.0 11.7 bar valve's internals removed from the body. 2 06/28/2010 13:47 Ipm 9Dm 570 150 475 125 380 100 0 .'s 0 285 75 a� a 190 50 95 25 Rate of Flow 0 0 0 0 20 30 40 50 60 70 80 90 100 110 120 130 140150 psi 0 7 1A 2.1 2b 3.5 41 4.8 5.5 6.2 6.9 7.6 8.3 10 9.6 10.3 bar Pressure 3/4 ",1 "909 Ipm gpm 1520 400 1330 350 Q1140 300 . 950 250 p 760 200 a? 570 150 (2 380 100 190 50 0 0 Ipm 90m 2090 550 1900 500 1710 450 1520 400 1330 350 1140 300 950 250 760 200 570 150 380 100 190 50 0 0 0 21/2" - 3' 909 Ipm gpm 3420 900 3040 800 2660 700 O 2280 600 I% 1900 500 oy 1520 400 ce • 1140 300 760 200 380 100 0 0 0 0 0 10 20 30 40 50 60 70 80 90 1001 0 .7 1.4 2,1 2.8 3.5 4,1 4.8 5.5 6.2 69 76 Pressure 120 130 140 150 160170 180 psi 8.3 9.0 95 10.3 11.0112 12.4 bar 4", 6' , 8",10" 909 5 15 25 35 45 55 65 75 85 95 105 115 .3 to 1.7 2.4 3.1 3.5 4.5 5.5 5.9 6.5 72 7.9 Pressure #4275 P.008 /009 11/4' ,11/2 ", 2" 909 0 10 20 30 40 50 60 70 80 90 100 110120 130 140 150160 170 180 psi 0 .7 1.4 2.1 2.8 354.1 4.8 5.5 626.9 7.6 8.3 9.09.610311211,712.4bar Pressure 125 135145 psi 8.6 9.3 10 bar Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer with the second check valve's internals removed from the body. 3 lf' (--1-.- 0 10 20 30 40 50 60 70 80 90 100 110120 130 140 150160 170 180 psi 0 .7 1.4 2.1 2.8 354.1 4.8 5.5 626.9 7.6 8.3 9.09.610311211,712.4bar Pressure 125 135145 psi 8.6 9.3 10 bar Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer with the second check valve's internals removed from the body. 3 06/28/2010 13:47 Ipm gpm 228 60 190 50 152 40 0 V- 114 30 y 76 20 CC 38 10 Rate of Flow Rate of Flow 0 0 fpm 3420 3040 1 "919 RV Capacity w /Second Check Removed 11 IIIIIIIIIIMI 111111111/11111111111 111E1151111111111 IiddluIIIIIIII /�IIIIIIIIIIIIII 5111111111111111111 0 10 20 30 40 50 60 70 80 90 100 1 0120130 140150160 170 180 psi 0 3 1.42.0 2.83.54.1 4.85.5626.9 78829.0 9.710.311.011.712.4ber Pressure 913111 900' 800 2660 700 2280 600 1900 500 1520 400 1140 760 380 0 300 200 100 Ipm 9pm 1330 350 1140 300 950 250 760 200 570 150 380 100 190 50 0 0 0 0 21/2" —10" 994 1ptn gpm G&t 180 a 455 Us o� 0 30° R 228 Ct 190 152 114 78 30 153 150 140 130 170 110 100 22 so 70 60 50 40 30 20 10 #4275 P.009 /009 2" 919 QT Backpressure w /Second Check Poppet & Spring Removed 0 10 0 .7 20 30 40 50 60 1.4 2.1 2.8 3.5 4.1 Pressure 0, 0 0 40 80 276 552 120 160 827 1103 Pressure 2'/2" -10 "957 200 240 280 psi 1379 1655 1931 kPa 20 40 138 276 Pressure WWA1TS 60 414 80 psi 5521978 70 80 90 4.8 5.5 6.2 100 110 psi 6.9 7.6 psi Note: These curves represent catastrophic or worst case discharge rates. These curves were developed by pres- surizing the outlet of the backflow preventer with the second check valve's internals removed from the body. Typical Flow Rates as sized by floor drain manufacturers Din Size gpm Ipm 55 209 2 112 426 3 170 646 4 350 1330 5 klig9001-21:100 eE RTIFIEO Water Safety & FIOw Control Products ES -RVD 0904 USA: 915 Crlearnut St.. No. Anoover. MA 01845.6098: www.wens.com Canada 5435 Nortn Service Rd.. Burlington, ONT. L7L 5117: www.wanacanada.ca ® Watts. 2009 June 29, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director James Wasmund 23220 Maple Valley Hy SE — Suite 3A Maple Valley, WA 98038 RE: Letter of Incomplete Application # 1 Plumbing /Gas Piping Permit Application PG10 -073 Hayward Baker —11022 East Marginal Wy S Dear Mr. Wasmund, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 24, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached 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 accepted 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, Bill Rambo Permit Technician Enclosures File: PG10 -073 W: \Permit Center \Incomplete Letters\2010\PGI0 -073 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 29, 2010 Project Name: Hayward Baker Permit #: PG10 -073 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) - 1. Provide a floor plan of this specific tenant improvement that shows all rooms or spaces identifying all locations of plumbing fixture's installation, where it correlates with the plumbing plans provided. The floor plan shall include a plan view showing all new plumbing lines, point of connections from existing plumbing lines to the new fixtures. Pipe sizes shall be identified on the plan view as well. Identify each fixture and provide specification as necessary. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • P'; PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -073 DATE: 07 -02 -10 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11022 EAST MARGINAL WY S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division 01�� mac, -�� PUI5fic Works Fire Prevention Structural n Planning Division n n Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07 -06 -10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S I ITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08 -03 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • rJERM1T WORD COPY a, PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: PG10 -073 DATE: 06/25/10 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11022 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA TMEN S: (ding Division Public Works IrektO ■ Fire Prevention Structural n Planning Division UPermit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06/29/10 Not Applicable n Permit Center Use Only' INCOMPLETE LETTER MAILED: lydl1 � ( Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: v,e TUES /THURS ROUTING: Building Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/27/10 ,Approved u Approved with Conditions ❑ 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 City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director VISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 —a —020/ LJ Plan Check/Permit Number: PG 10-073 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hayward Baker Project Address: 11022 East Marginal Wy S �j� A16 Contact Person: Jam eS 6005lnu �ne Number: !.� 6 -5/ D Summary of Revn Pov'ctQ fl n©r oar) (t p/aji vcade alvc1 Ft x ,ToLo n t-I P/ ca l.,ia/L_ RecewED MTV OF TUKUgn ..� 1JUL 0 2 20 Sheet Number(s): PERMIT CFJ4 °i'' "Cloud" or highlight all areas of revision including date of revis n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \corms- applications on Ime \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ASPC INC UBI No. 602930286 Phone 4254325331 Status Active Address Po Box 1104 License No. ASPCII'910PB Suite /Apt. License Type Construction Contractor City Ravensdale Effective Date 10/2/2009 State WA Expiration Date 10/2/2011 Zip 98051 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ALLSEP*993B4 ALL SERVICE PLUMBING Construction Contractor Plumbing Unused 1/24/2001 1/23/2002 Archived ALLSESP960B6 ALL SERVICE PLBG Et CONTRNG INC Construction Contractor General Unused 1/26/2004 2/28/2010 Expired ALLSEPC997MJ ALL SERVICE PLUMBING & CNTRNG Construction Contractor General Unused 7/11/2001 1/23/2004 Expired Business Owner Information Name Role Effective Date Expiration Date WASMUND, JAMES R President 10/02/2009 Amount Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100099503 10/01/2009 Until Cancelled $12,000.00 10/02/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 OOHIO CABINS BR054329503 12/04/2009 12/04/2010 $1,000,000.00 03/30/2010 1 OHIO GROUP BR053617908 03/27/2009 03/27/2010 $1,000,000.00 10/02/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/15/2010