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Permit PG16-0091 - HOLIDAY INN EXPRESS - PLUMBING FIXTURES
HOLIDAY INN EXPRESS 90 ANDOVER PARK E PG 1 6=0091 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 0223000040 Permit Number: PG16-0091 Address: 90 ANDOVER PARK E Issue Date: 10/18/2016 Permit Expires On: 4/16/2017 Project Name: HOLIDAY INN EXPRESS Owner: Name: TUKWILATSD LLC Address: 21109 66TH AVE S, KENT, WA, 98032 Contact Person: Name: DALE SWEENEY Phone: (425) 260-8969 Address: 5715 143 PL SE, BELLEVUE, WA, 98006 Contractor: 2015 Name: CASHMERE PLUMBING INC Address: 100 A PATON ST, CASHMERE, WA, WA Cities Electrical Code: 98815 License No: CASHMP1044CL Lender: 2014 Name: 2015 Address: 2015 Phone: (509) 782-4240 Expiration Date: 1/7/2017 DESCRIPTION OF WORK: PLUMBING FIXTURES FOR A NEW 5 -STORY, 96 UNIT HOTEL. INCLUDES INSTALLATION OF (2) TWO GB -50 GREASE TRAP INTERCEPTORS AND (8) EIGHT WATTS Series LF009 REDUCED PRESSURE PRINCIPLE ASSEMBLIES FOR IN -PREMISE ISOLATION. Valuation of Work: $486,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $6,542.45 Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: Date:^�� Y I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a agree to the conditions attached to this permit. nn,� Signature: Daoa,— � Print Name: Z0 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 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: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures 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 ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: BOTH GREASE INTERCEPTOR TRAPS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 16: IN -PREMISE ISOLATION BACKFLOW INSTALLATIONS REQUIRE A PUBLIC WORKS BACKFLOW INSPECTION; PLEASE CALL (206) 433-0179 TO SCHEDULE. BACKFLOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND TESTED BY A CERTIFIED TESTER; PASSING BACKFLOWS TEST REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR. Thereafter BACKFLOWS SHALL BE TESTED ANNUALLY AT THE OWNERS EXPENSE AND TEST REPORTS SUBMITTED TO TUKWILA WATER DEPARTMENT, 600 MINKLER BLVD, TUKWILA, WA 98188, PHONE 9206)433-1860, FAX (206) 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department • Permit Center • 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Rov Plumbing/Gas Permit No.�� Project No. Date Application Accepted: Date Application Expires: or o cce use only) 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 LOCATION / King Co Assessor's Tax No.: 02-;? Soo - 6-4040Site Address: 70 Ahofoyt� �4/� 1-. Suite Number: Floor: Tenant Name: % /l / %s1i L 2- G New Tenant: ❑ .....Yes p latr PROPERTY OWNER Name: 14, -7 L C Address o -66 7611 e - saWj4j�_ City: /C State: )Vda zip: 9ea3 CONTACT PERSON — person receiving all project communication Name: Address: 5- 7/ %�3 �� ��r/C e 5E City:,//e vC State: V114 Zip: Phone: iLZS W �peax:,� 3 7,* 0� 49 7 Email: 'T q le . dr- 51 n -� Cly @ 1 me?/ /. L 0,7-1 PLUMBING CONTRACTOR INFORMATION Company Name: r <i Address: 100A to, City:� r C State: � Phone: ,r_ 7VZ J70�fjax. — Contr Reg No.: , p l O A�LDate: J3d/6 1703 Tukwila Business License No.: ���tJ j —07 Q Valuation of Project (contractor's bid price): $6aa, n? Scope of Work (please provide detailed information): Plum b/o- -4,ro mt& 5-54,,X 96 U�,i � ho e % Building Use (per Int'l Building Code): t\ Occupancy (per Int'l Building Cod/e): Utility Purveyor: Water: 6 7� -r H:\Applications\Fomu-Applications On Lme\2011 ApplicationsO tubing Permit Application Revised 8-9.1 I.docx Revised: August 2011 bh Sewer: 14 a/ l� Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination v bath/shower S Dishwasher, domestic with O independent drain 9 E5 Shower, single head trapZ 0 Sinks q Rain water system — per 5 drain (inside building) Grease interceptor for 10 commercial kitchen (>750 O gallon capacity) y V Each additional medical ^ gas inlets/outlets greater (� than 5 Atmospheric -type vacuum breakers not included in I lawn sprinkler backflow protections (1-5 Fixture Type Qty Bidet i"1 C/ Drinking fountain or water S cooler(per head O Lavatory 9 E5 Urinal 0 Water heater and/or vent q Industrial waste 5 Repair or alteration of water piping and/or water 10 treatment equipment O Backflow protective device y V other than atmospheric - type vacuum breakers 2 0 inch (51 mm) diameter or smaller Atmospheric -type vacuum I breakers not included in lawn sprinkler backflow protections over 5 l v PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, 0 domestic S Food -waste grinder, O commercial Wash fountain 0 Water closet q Industrial waste treatment interceptor, including trap and vent, except for kitchen type O grease interc tors y V Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type I vacuum breakers over 2 inch 51 mm diameter Gas piping outlets l v Fixture Type Qty Dental unit, cuspidor 0 Floor drain S Receptor, indirect waste Building sewer and each trailer park sewer I Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 y V inlets/outlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices 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 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 OW OR AUT ORIZED AGENT: Signature: Date: (O Z C Print Name: E)9r �CUz's�/t e y Day Telephone: 4Z� 2� C) (�O Mailing Address: 671 241-511""61-96e 5E .Be - %r I/VC F6agt!' City state Zip H:\Applications\Fomts-ApplicationsOnLine\2011Applicatione lumbingPermitApplicationRevised8-9-1I.doex Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $134.66 EL16-0834 Address: 90 ANDOVER PARK E Apn: 0223000040 $67.83 ELECTRICAL $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 PG16-0091 Address: 90 ANDOVER PARK E Apn: 0223000040 $66.83 PLUMBING $66.83 ADDITIONAL PLAN REVIEW TOTAL R000.345.830.00.00 1.00 $66.83 Date Paid: Monday, May 01, 2017 Paid By: E A WHITE CONSTRUCTION Pay Method: CASH Printed: Monday, May 01, 2017 1:31 PM 1 of 1 CRSYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $5,284.28 PG16-0091 Address: 90 ANDOVER PARK E Apn: 0223000040 $5,284.28 GAS $167.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $135.00 PLUMBING $4,865.15 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $4,832.65 TECHNOLOGY FEE $251.63 TECHNOLOGY FEE TOTAL .AID BY RECEIPT: R9675 R000.322.900.04.00 0.00 $251.63 $5,284.28 Date Paid: Tuesday, October 18, 2016 Paid By: TUKWILA TSD LLC Pay Method: CHECK 1024 Printed: Tuesday, October 18, 2016 3:05 PM 1 of 1 7 SYSTEMS DESCRIPTIONS 1 PermitTRAK $1,258.17 PG16-0091 Address: 90 ANDOVER PARK E Apn: 0223000040 $1,258.17 GAS $41.88 PLAN CHECK FEE 11000.322.103.00.00 0.00 $41.88 PLUMBING $1,216.29 PLAN CHECK FEE TOTAL FEES .. RECEIPT: ... 62 R000.322.103.00.00 0.00 $1,216.29 $1,258.17 Date Paid: Wednesday, June 29, 2016 Paid By: TUKWILA TSD LLC Pay Method: CHECK 1018 Printed: Wednesday, June 29, 2016 2:27 PM 1 of 1 Jl fsrsTEMs INSPECTION RECORD/ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-365$0 Permit Inspection Request Line (206) 438-9350 Proj ct: u Pis s Type of Inspection: 7'LUn��i�ll� Fi Address: 14) )W&1/0 P/W io Date Called: Special Instructions: Date Wanted: a.m. 7-/8 p.m. Requester: Phone No: 9Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S T3 &!17 P) R.6VO-D fl -ANS, Inspector: � pate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �G�Co�G>Sq/ Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj t: L/ 0AY V)yke/4IN& Type of Inspection: 11540h1 - A dress: 40 c%R )WAK Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: nApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: P 46 fl—Dl9 11N ITY Inspector:IN Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit /40 00 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: /P).)1448t Address: W Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: VApproved per applicable codes. El I Corrections required prior to approval. COMMENTS: ley Inspector: Date: r _ L7 C �� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD PG�(p_OQ9 j Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t: c.y I Type of Inspection: Pt UmB1h(G F1N-1L Address: Date Called: Special Instructions: Date Wanted:a.m. -18, A- p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: y1 o - Pj-0M BM& YaMAL Ljr&3 5- J40/T�eke T ADA ,77% Inspector: ��' Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD ���,�,� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: RO(1611- -I%v Address: 9I) M/,DOt/XX Date Called: Special Instructions: Date Wanted: c —7 a.m. / p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: sS rIXC-7, PAW 31,/ (Inspector: Date/15 70.1 F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy with permit l /I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr j ct: _ z, T pe of Inspection: i} 1 , 'I eO.� ee- Address: Date Called: Special Instructions: Date Wanted* a.m. �G� �'✓ ! p.m. Requeste . Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 8 �` 7 IRetain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr. 'ect: T e,oIf Inspection: XW Address: V /ice 1 F' K Date Called: Special Instructions: Date Wanted: M. i p.m. Requester: Phone No: 1-1 Approved per applicable codes. LJ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P�®Oq f INVZCDON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: _ Tyoe of Ins ection: f Address -Date fit 1�-r CaP d: 14 �� Special Instructions: Date Wanted: a.m. 3-2-y' Requester. W Phone No: - f 06.E ❑ Approved per applicable codes. LJ Corrections required prior to approval. C - Inspector: i�'�Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal[ to schedule reinspection. INSPECTION RECORD I V Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 n,.....,.:+ E +: o + I :-- II)na\ nao nocn MApproved per applicable codes. LJ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 40 Retain a copy with permit��~��/ �NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: I&`IDot%41.41 i?�SS Type of Inspection: © -�N PL41�i�/9VE Address: 96) Date Called: Special Instructio s: �Gl.fl/_.2- Date Wanted: m S-_ /'7 p.m. Requester: —, t W\, Phone No: _ 06 a Approved per applicable codes. LJ Corrections required prior to approval. Inspector:— Date: L k:- I 1- 2,5:-17- D REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,� INSPECTION RECORD �� ���I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t: MCZAtAq Ty of Inspection: Q I AddLess: Q Date Called: Special Instructions: lRe—quest0fr: Date Wante : a !9Z—Z / m. Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: / 7 r F] REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. f t!(1 C�lc��i: <, i .� rpt of t ` 'it1 j STRA RATE-- -� ` IT ,;1a ES �tl tl n subrrn�+.a' I I + i�E� '-r� i °w+ t. ^r_Visic,^swill requlro a I---' n i inL,ude additional pan re•!'I"J fee. and may 31,4 -,VV DN u mcc anical - TO IB WEiecincal -. Plumbing - -- - — O ila :-. w ROUTE SEPARATE _ . SION 1 1/4 CW LIN x a A E3 Li Tukwila 3 •? nivl LOOP AROUND TO j I 6 EACH HOSE BIBB FIL COPY I Permilt No SERVICE 4" DOM. WATER I "'', d SERVICE DN •l an r� � •rj - la i11� ect errors an o -. - 80 PSI - _. 1 " ..._w_._..rA:._..._..._.__._..f �.rodai o� c�k!,�.. ,�lo-��c �� tl�~�r-tl°"� cue^ no �t'� 13 9D H-, J® H-2 WH -3 WH -4 �w 4� the violation of array adop ed Co or ordinance. Rcc:::; �t 2 V FROM BELOW •�� of approved Field Co end co y -ns is ackn j';.ad 3d: 3" V FROM BELOW e2"'Ve_�°\,O By: ro RECEIVED 3 VTR Date: S- - / is ED ° DED 3/4"CW DI` ° 'ET REQUIREMENTS Or PO ROUTE SEPARATE I ° y TO HB ' MEMT DESIGN AND INSTALLATI N. :.tl€ 11/4° CW LINE 1 Ci of i" I a APR Q LOOP AROUND TO I ° s ' ,' 1$ 2017 _ .... _:: H - �H M:::. �._.._mm.. _ _ _..1... _ BUILD NG -1. ION PLUMBING WILL BE-...UND.- ::::.: I_::.1.� o�E, ................. I SAT PERMIT ,,+. I (HB),,,c.�, TUKWILA lav "V® ;` ' / ®� '� mf®2 _ 4 f o PUBLIC WORKS # 9 e \ , 3 FD� Vr.l - t - ;tr;, I F (\ 'G , W& of i V B f \Fc . _ i s SION NO f e o - r 1N POOL .AREA ..:.:.......1°:: U WILD. CHINAD NO SS I 0 4. '•. 1 9 I i �®o �. s ° � s REV.(EWE FOR '� 1. SION __.... IPR 1 2 2017 3° s COD6COMPLIANCE O �W i A'PRO ED L,,• +'vi; CENTER 3/4o' H&CW HW ° 5. T{. :" : :: " :.-_: pR 2 8 2017 s I a z I I• ' 4 4 ' ' _ i LU ° ° C� of TilaLU my i i :i r .:,� - ,..j S ; t ... ........ . ..Qo o £ 1 3 BUIL - G (VISION ff 12 6 } 3 r� ' I P4 12 3/47 H&CW TO EA WASH & CW TO CHEM SSTEM ai 2 C'J''� i F, � 1 f , WmMara APPLICATION Ideal for use where lead free valves are required. Designed `°"" ��°° for installation on potable water lines to protect against both LAEbacksiphonage and backpressure of contaminated water = into the potable water supply. Assembly shall provide pro- Low-LEAD Lection where a potential health hazard exists. VPC STANDARDS COMPLIANCE (ECEIVED ASSE®Listed 1013 "t--60F TUKWILA - - Cattfledto IAPMO® Listed APR 12 2017 FEATURES NSF/AW 61-G o CSA® Certified 864.4 Sizes: ❑ 3/4" ❑ 1" ❑ 1-1/4" ❑ 1-1/2" ❑ 2" ° AWWA compliant C511 PERMIT CENTER Maximum working water pressure 175 PSI ° Approved by the Foundation for Cross Connection Maximum working water temperature 180°F Control and Hydraulic Research at the University of Hydrostatic test pressure 350 PSI Southern California (3/4" -1") End connections Threaded FNPT ANSI B1.20.1 ° NSF® Listed-Standard 61, Annex G OPTIONS LEAD PLUMBING LAW COMPLIANCE ( XeS can be combined) (0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) - with full port QT ball valves (standard) Lead Plumbing Law Certified by IAPMO R&T ❑ S - with Model SXL lead-free bronze "Y" type strainer ° Annex G Certified by NSF International ❑ FT - with integral male 450 flare SAE test fitting MATERIALS ❑ AG - with air gap Housing Reinforced Nylon, ❑ SAG - with Model SXL lead-free bronze "Y" strainer Fasteners Stainless Steel, 3 0 S�IEp FORand air gap Elastomers Silicone (FDAAp LlBOF - with Blow out/Flush fitting Buna Nitrile (FDA COMPLIANCE Internals Delrin, Nylon, NS Listed ik�;�i3i!'.� ASir','ESSORIES Springs Stainless steel, 30 series Ci Air gap (Model AG) Ball Valves Cast Bronze, AS B 58APR 2 8 2017 ❑ Repair kits Struts Forged Brass, AS rM B 124 ❑ Thermal expansion tank (Mdl. XT) ❑ Soft seated check valve (Mdl. 40XL) OPTIONAL LEAD-FREE STRAINER H Ll Shock arrester (Model 1250XL) (MODEL SXL) ..1- COOffCTulfWlla ❑ QT-SET Quick Test Fitting Set VISION LlTest Cock Lock (Model TCL24) D -- 13Blow out / Flush fitting 0 ,� (RK34-375BOF, RK1-375BOF or E E RK114-350-375BOF)) I C B G -G F A F A 00 A DIMENSIONS & WEIGHTS (do not include pkg.) (314--l-) MODEL DIMENSIONS (approximate) 376XL WITH SIZE A B C D E F G H BALL VALVES in. I mm in. mm in, mm in. I mm in. I mm in, I mm in. mm in. mm in. mm lbs. I k 3/4 20 1 8 7/8 225 15/16 33 1 1 5/8141 2 1 StI61 75 37/8 98 12518 32 3 76 1 12 114 311 _ 1 25 113/16 284 21/4 57 21/4157 37/16 87 4 102 14 9116 370 4 102 151/4 387 9.7 4.4 1-1/4 32 114 7/8 378 n/a 11/8 3 1/4 83 33/4 95 53/4 146 20112 521 33/4 95 181/2 470 20.5 9.3 1-112 -4—OT-151/4 387 n/a n/a 31/4 83 33/4 95 53/4 146 22 559 41/2 114 201/4 514 21.5 9.8 2 50 16 406 n/a n/a 31/4 83 33/4 95 53/41146 24 610 43/4 120.7 20 314 527 23.5 10.7 rg Page I Of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93448 Phone:806/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11_2 Phone:9051406-8 72 Fax:9051405-1292 Product Support Help Lina: 1-877- (1 -122-6358) q_l"W'"' zum.com TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 0 -1w -Y) 81/8 (3/4--1•) 51/2 (1-114• - 2') 3• PIPE 1 (314" -1') Y PIPE 12' MIN. (DRAIN LINE CAN 30" MAX. BE ANY STANDARD PIPING MATERIAL) • Pipe size 5f/sec 7.5 ft/sec 10 ft/sec 15 ftlsec 3/8" 1 1 4 , 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 11/4" 23 35 47 70 11/2" - 1 63 95 2" 52 78 105 1 167 • t aw- / r TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 0 -1w -Y) 81/8 (3/4--1•) 51/2 (1-114• - 2') 3• PIPE 1 (314" -1') Y PIPE 12' MIN. (DRAIN LINE CAN 30" MAX. BE ANY STANDARD PIPING MATERIAL) MODEL 375XLSAG (SHOWN) PROTECTIVE OPTIONAL LEAD-FREE STRAINERAIR GAP OPTIONAL MODEL SXL —V WATER METE DIRECTION OF FLOW eD I I—INLET SHUT OFF FLOOR DRAIN DIRECTION OF FLOW cp INDOOR INSTALLATION OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ANSI 3rd party certified to comply with states' lead plumbing law 0.25% maximum weighted average lead content requirement, shall be ASSES Listed 1013, rated to 1800F, and supplied with full port ball valves. The main body shall be Nylon and the seat disc elastomers shall be silicone. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 375XL. 1MLKINS a tum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:8051238-3766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:9051405-8272 Fax:9051405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Webeite: httpJlwww.zum.com Page 2 of 2 Capacity thru Schedule 40 Pipe Pipe size 5f/sec 7.5 ft/sec 10 ft/sec 15 ftlsec 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 11/4" 23 35 47 70 11/2" 32 48 63 95 2" 52 78 105 1 167 MODEL 375XLSAG (SHOWN) PROTECTIVE OPTIONAL LEAD-FREE STRAINERAIR GAP OPTIONAL MODEL SXL —V WATER METE DIRECTION OF FLOW eD I I—INLET SHUT OFF FLOOR DRAIN DIRECTION OF FLOW cp INDOOR INSTALLATION OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ANSI 3rd party certified to comply with states' lead plumbing law 0.25% maximum weighted average lead content requirement, shall be ASSES Listed 1013, rated to 1800F, and supplied with full port ball valves. The main body shall be Nylon and the seat disc elastomers shall be silicone. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 375XL. 1MLKINS a tum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:8051238-3766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:9051405-8272 Fax:9051405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Webeite: httpJlwww.zum.com Page 2 of 2 50 Joanna, Fj -- L[ ----1 RECEIVED AUG 0 4 2016 TUKWIILA PUBLIC WORKS JUL 2 9 2016 PERMIT CENTER Please see the answers to some of the comments noted in City corrections letter dated July 12, 2016. Item 1) under PW -PG Dept. Detail 5/P002 is a generic detail that in cookie cutter in the IHG prototype plan, and doesn't reference a specific part or location. Item 2) Please see the attached product info regarding the grease interceptor. Item 3 ) Please see the attached product info regarding PP devices. The devices will be all typical and the locations are as follows. 1 ea. @ each of the ice machines located 1 ea on each of the upper floors 2 thru 5 @ approx. grid line 4 x H.1. For a total of 4. 2 will be provided @ the house laundry 1 for hot and 1 for cold for the washing machines. Level 1. .And finally 1 will be provided for the Pantry coffee pot and 1 for the Pantry dishwasher. Level 1. This is a total of 8 PP devices other than the main domestic supply in the hot box outside and the sprinkler supply device located in the fire control room. PIEVEWL-M FOR" C�Of0E- C 0 � PL,IttH� C OCT 12 2016 City ©� TuWLii[a BUILDING DIVISION Tukwila Holiday Inn plumbing (BUILDING REVIEW NOTES) 2. Trap primer detail on P003 has been deleted and new detail #5 added to address comment. (Previous review memo) 1. Sheet P 101 was modified to change notes previously called out as 18 to 12 to match sheet notes. 2. A new partial plan sheet has been added, P201, to show gas piping routing and sizing information. 3. interior roof drain piping is not part of plumbing scope as exterior gutters and downspouts are to be used. N Job Name Job Location Engineer Approval A\a»_ Series LF009 Reduced Pressure Zone Sizes: '/4" - 3" (8 - 80mm) Contractor Approval DECEIVED Contractor's P.O. No. Representative AUG 2016 REVIEWED FOR PUBLIC WORKS CODE COMPLIANCE APPROVED Ms OCT 12 2015 . Series LF009 Reduced Pressure Zone Assemblies are designed protect potable water supplies in accordance with national plum I codes and water authority requirements. This series can be used i variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free` construction to comply with Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 114" —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 • Lead Free cast copper silicon alloy body construction for durability '/4" — 2" (8 — 50mm) • Fused epoxy coated cast iron body 21h" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted '/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 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 waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free` cast copper silicon alloy materials. Lead Free' reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting, The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511; CSA B64A. Shall be a Watts Series LF009. ES-LF009 City of iia' ILDIN 7, ,p ECEIVED LFi009h' JE TUKWILA JUL 2 9 2016 Test Cock No. 3 Ball Type PERMIT CEfp�@Rock No. 4 Test Cocks 1 • �,I Second First CheckCheck Module �1' ty; •�� yy��. Module R.P. Zone Relief Valve Assembly _.� Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. U R Inquire with governing authoriti s 92fti� r oca Nirements LTR# The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before �bin- ning the installation of this product. 0[*The wetted surface of this roduct contactYlyconsumable f P water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measuremehts, ��� Please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials w _ out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -tum ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 21h" - 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 valves LF - without shutoff valves Note: The installation of a drain line is recommended. When install- ing a drain line, an air gap is necessary (see ES -AG). Materials: t/4" - 2" (8 - 50mm) Lead Free' cast copper silicon alloy 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. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 2'/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 2'/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 ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. (a @ @00 NO 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, PC, NRS, OSY, UL Classified 21h" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL DRAIN for 909, 009 and 993 sizes A B In. mm in. mm in, mm 1t. kgs. 909AGA '/4'Yh" 009, 'h 13 2% 60 3'/e 79 0.625 0.28 3/4" 009M2/M3 ' 909AGC %-'-1" 009/909, 1 25 31/4 83 4% 124 1.5 0.68 1 "-11/2" 009M2 909AGF 1%"-2" 0091V11, 2 51 4% 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2 4"-6" 993 909AGK 4"-6"909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 73/3 187 11'/4 286 15.5 7.03 909ELA '/4"--'/2' 009 3/4" 009M2/M3 - - - - - - - - 909ELC %11-111009/909 - - 2% 60 2% 60 0.38 0.17 • 909ELF 1'/4"-2" 0091V11, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2 4"-6" 993 • 909ELH 21/x'-3" 009/909 - - - - - - - - Veitical Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 LF0091/4" - 2" Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE DIMENSIONS M N Nit in. mm in. mm in. mm in. mm lbs. kgs. 2'/2 65 10 254 6'/2 165 93/4 248 28 12.7 3 80 10% 257 7 178 10 254 34 15.4 tClearance for servicing —,- C open U o 0 i---- _.R_ Watts G-4000 Series QT — Ball Valves Capacity Performance as established by an independent testing laboratory. kPa psi %" (8mm) LF009QT 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .60 .75 1 1.17 gpm AP 0 .95 1.9 2.9 3.8 4.5 Ipm 7 l ll'I im7m= I aP 0 .25 50 .75 1 1.25 1.50 2.5 3.1 gpm 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi W (15mm) LFW90T 172 25 138 20 103 15 69 10 35 5 0 1 2.5 5 7.5 10 12.5 15 gpm AP 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 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 6 OP 07.6 23 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 3/" (20M M) LF009M30T 10 14 18 22 26 30 34 38 42 46 gpm 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M20T 0 5 10 20 30 40 50 60 70 80 gpm AP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps IMWAM' A Watts Water Technologies Company *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1V4- (32m1n) LF009M20T kPa psl 172 25 138 20 103 15 69 10P 35 51 0 0 OP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 kPa 207 172 138 103 69 35 0 10 20 30 40 50 60 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 I%- (40mm) LF009M20T 70 80 gpm 266 304 Ipm 15 fps 4.6 mps 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm AP 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps psi 30 25 20 15 10 5 0 2" (50mm) LF009M2QT APO20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 21/§++ (85mm) LF009 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 3" (80mm) LF009 172 25 138 20 11 T- 103 15 69 10 35 5 0 0 AP0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-LF009 1406 0 2014 Watts PR -500 PRESSURE DROP ACTIVATED TRAP PRIMER SUBMITTAL The PR -500 automatic pressure drop activated trap primer valve will prime up to 2 floors drains with our patented distribution DU -U or DU -4 units. System operating range is 20 psi minimum to 80 psi (138 to 552 kpa) maximum. The valve requires a 10 psi (70 kpa) pressure drop across the valve to activate and will deliver a metered amount of water to the floor drain. Trap primer is to be connected to a cold water supply only Constructed of 360 brass, EPDM E70 0 -rings, Dow #7 Silicone, #60 stainless steel mesh screen. RECEIVED CITY OF TU" R0M-WED FOR QBE COMPLIANCE APPROVED SEP 2 PERMIT 4ENTPR 12 2016 PROJECT SUBMIAL MO City Project:- 1111111 Contractor: Engineer: Date Submitted: Prepared By: RECEIVED SEP 21 2016 TUKWILA PUBLIC WORKS www.pppinc.net NO Adjustment Required! 4 3/8" (110mm) CORRECTION LTR#.��_ r Inlet 1/2" NPT (M) ` (12mm BSP) I' 1 1/4" (32mm) PART NO's: PR -500 PR-500AUS Outlet 1/2" FNPT (12mm BSP) PGT oo al PATENT NO. 4,497,337 u s M "mar- 1 1 1/4" (32mm) PART NO's: PR -500 PR-500AUS Outlet 1/2" FNPT (12mm BSP) PGT oo al PATENT NO. 4,497,337 I INSTALLATION REQUIREMENTS This valve is designed to be installed on 1/2" to 1 '/2" cold water line, feeding a flush valve or other open and closing valve supply line that is frequently used. Trap Primer valve makeup line to floor drain is recommended to be a minimum of 12" off the finished floor before a 900 elbow can be installed. The furthest recommended distance of makeup line is 20' to the floor drain. Trap primer make up line must have continuous slope to the floor drain (consult local code requirements). Install with a shut off valve for servicing on the inlet side and a union connection on the outlet side. The valve must be installed level. If using the distribution unit the clear plastic cover must be used. Do not subject the valve to rough in pressure test. FLOOR DRAIN TRAP PRIMER DIST. CHART # of Drains Supply Tube Dist. Units 1 N/A N/A 2 N/A DU-4/DU-U Max. Water delivery based upon pressure drop and fixture unit activity on the system. Primer Model: PR -500 PRIME -RITE Multiple Drain Installation .� Inlet _3 _i_ ry Single Drains - Installation 1/2" t service ,7 12 mm Valve 1/2" f t4 Service Valve 12 mm �- PR 500 _ Outlet Trap Priming � 12" Valve 9 1/2" -f PR -500 s Trap Priming Valve V.B. DU -U yp f— Port ion Drain Supply Line Minimum 1/2" Copper Drain Supply Line Minimum 1/2" Copper . Precision Plumbing Products t . Division of JL Industries, Inc. 802 SE 199th Avenue Portland, Oregon 97233 T (503) 256-4010 dir "P.2, inc„ ( ) F 503 253-8165 U c:.,P..e� www.pppinc.net .=M PG — r1i ceemrvtana , CQ,nRp Rev 07/15 GI -1 FILE Grease Interceptor Scher GB -50 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 12 2016 City of Tukw, ila BUILDING DIVISION ,RECEIVED AUG 0 4 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUL 2 9 2016 PERMIT CENTER CFiRECTON LTR#-- .I �l�e-9�q1 GB -50 Ott b'ctdlW GREASE INTERCEPTOR TECH N1CAL DATA Submittal I Specifications I Installation I Application Specific Details SUBMITTAL STANDARD: 4' plain end inletloutlet I Capacities - Liquid; 52 gat.; Gresse: 249 lbs. (35 gal.); Solids:12.5 gat. Pedestrian load rated, bolted, gas/water tight composite cover. (2,000 lbs.) OPTIONS: 3' Plain End Inlet/Outlet 0 3' Male Thread Iniet/Oudet Fj 4' Male Thread Inlet/Outlet ❑ Highway Rated Cover -16,O00 lbs. H2O Load Rated Pickable Cast Iron Covers ❑ Integral Membrane Clamping Collar Kit Pumpout Port (Medium) F] AKl High Water Anchor Kit TeleGlide Risers SR24-3-1/2'-22' E] LR24>22"-37' APPROVAL: Signature: Date: Company: Specifying Engineer. Engineering Firm: page 1 of 5 SPECIFICATIONS NOTES 1. 4' plain end inlet/oudet Z. Unit weight - w/composite cover. 92 Ibs., w/cast iron cover: 147 tbs. S. Maximum operating temperature: 1900 F continuous 4. Capacities - Liquid; 52 gait (crease: 249 tbs. (35 gal.); Solids: 12.5 gel. S. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. S. Vent not required unless per local code. IO.Engineered inlet and outlet diffusers are removable to inspect/clean piping. 11. Integral air relief/ Anti -siphon DIFFUSION FLOWTECHNOLOGY The inlet diffuser splits influent into three paths, creating taminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turtsulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief / anti -siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuserailows only effluent which Is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasirM grease interceptor model # GB -50 shall be lifetime guaranteed and made in USA of seamless. rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA 8481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 tbs. Cover shell provide water/gas-tight seat and have minimum 16,000 tbs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third party performance -tested and listed by IAPMO toASME #A112.14.3 and CSA 8481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. gpC OPG e C 's WTW Pedestrian traffic toad rated bolted gas/water tight composite covers. (2,000 lbs.), .6. f11 up to 3-1/2' of adjustabifity Tia down point for anchorkit Page 2 of 5 INSTALLATION v o Z, WA! D© NOT AIR TEST UNIT OR TELEGLIDE RISER SYSrtEM! Doing so nmy result in property damage, personal itrljuryor death. LEAKISEAL TESTING Cap/plug all base unit plumbing connections and remove covers. For base umt testing fill with water to just above the highest connection. For riser system testing (if required) fill with water to finished grade lever. CAUTION: Risers must be supported before filling with water to prevent tipping. Inspect unilL connections and all gaskets and clamps (if applicable) for leaks. Check water level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are manufactured with an internal flow control system, They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping. requirements, cleanout locations and additional installation instructions. 1. Set unit on level solid surface as close as possible to fixtures being served Z Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with the outlet diffuser In location B and sealing caps on locations A and C. S. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. 4. For units with cast iron cover, remove retainer clips prior to burial. NOTE: Do not install below a hydrostatic slab. BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Surrounding soil must be undisturbed soil or well compacted engineering fill. 2. Width and length of excavation shall be a minimum of 12' greater than the tank on all sides and depth shall be 6' deeper than tank bottom. S. Set the tank level on a 6' deep layer of well -packed crushed aggregate material and connect waste piping per General Installation Instructions. BACKFILL 1. Preparation of sub grade.per geotech recommendations. 2. Stabilize and compact sub grade to 95% proctor. S. Fill unit with water before backfilling to stabilize unit and prevent float -out during backfilling. Secure covers and risers (if necessary) to the unit, 4. Backfill evenly around tank using crushed aggregate (approximately W4' size rock or sand, with no fines), or flowable fill. Doan o*n @wt barsk# aroundunit. FINISHED CONCRETE SLAB Slab must extend 18' minimum outside the unit footprint. FedestriantratRcorgreenspaoeareas:4' Thick reinforced concrete stab required. Vehk*dar traffic areas: Minimum 8' Thick concrete slab with rebar required, Thickness of concrete around cover to be determined by specifying engineer. If traffic loading is required the concrete slab dimensions shown are for guideline purposes only. Concrete to be 28 day compressive strength to 4,000 PSI, Use NO, 4 rebar (o 1/2') grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 2-1/2' from edge of concrete and spaced in a 12' grid with 4' spacing around access openings. r �1I FLOW CONTROL PLATE DETAIL Native soil Optional anchor kit Finished grade Zmended 2 -way sut tee to grade ters) _r onal anchor kit TOP VIEW 18' 18' min min Concrete Slab i_ L _1 Tj-i v� J �t—-L_T , _.j .}\ t t 1B'rmn Rebar j, --T 4 t +--j 18'min ELEVATION VIEW Finished grade r 4' Reber �____________ ________. - page 3 of 5 INSTALLATION (2 of 2) TELEGLIDE RISER (24 SERIES) INSTALLATION GUIDELINES Toots needed; 7/16' Nut driver tooVbit (included), marker (included), tape measure and drill with V2" chuck. Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. NOTE To remove a component or adjust its position, the Upper Band Clamp needs to be loosened or removed using nut driver bit. Loosened clamps should be retightened to 5 - 8 ft lbs. of torque (same as a rubber no -hub coupling). The Lower Band Clamp is factory set and should not be adjusted or removed. Riser Assembly Instruetiona/Steps 1. Set unit so the pipe connections line up with jobsite piping and measure riser height needed from top of cover to finished grade. See Table 1 to select risers needed. 2. Remove covers from adapters. Remove adapters from main unit. On a level surface, pre -assemble the risers and adapters, adjusting the components upwards or downwards to achieve the riser height needed. Make sure to maintain minimum and maximum insertion depths as shown in Figure 2. If components are too long, make a circular line around the sidewall with marker and cut with a power saw. The lowest cut One on the riser assembly will be 5' beyond the riser height needed to allow for ideal insertion depth (See Figure 1). An alignment mark should be drawn 1' beyond the riser height needed which will align with the top of the base unit gasket. DO NOT cut the alignment mark. The Adapters and risers should sit level with each other. Tighten upper clamps to keep riser/adapter assembly from shifting. Make alignment marks on the sidewalls at the top of all riser gaskets to aid final assembly. S. IMPORTANT., Before the next step, make sure both diffusers are installed inside the main unit at the appropriate locations. Check if there needs to be any flow control adjustment at the inlet diffuser (see general installation instructions), 4. Take apart riser assembly and clean all sidewetls and insides of gaskets to remove dust/debris. Install components into the main unit starting from the lowest riser and work your way up to finished grade. Maintain minimum and maximum insertion depths for all components (see Figure 2). Tighten Upper Clamps to specified torque after correctly positioning components. Riser assembly may need to be supported during backfill. 6. If tilting of the adapter is required to be flush with grade, do so AFTER all clamps have been tightened with risers)/adaptor in a vertical and level position. Tilting is done using gasket flexibility. Tilting before tightening clamps may ruin a perfect gasket seal. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height and proper tank access is maintained. 8. If riser height conditions change after completing above steps, there may be room for adjustment As long as minimum and maximum insertion depths are maintained (see Figure 2), the adapters/risers can be adjusted/cut as many times as necessary. When riser system installation is complete, see Leak/Seal Testing procedure if required (p3 of 5). ANCHOR KIT INSTALLATION Stainless steel anchor kit is recommended for installation in high water table conditions to prevent float out Necessity to be determined by specifying engineer. Hold down force achieved by backfill weight acting on Anchor Plate, Slide Anchor Hook over tie down point on end wall and bolt to Anchor Strap. Bolt Anchor Strap to Anchor Plate using provided stainless steel hardware. If required, Anchor Plate maybe bolted to concrete slab using provided holes. 1 Table 1 Riser Height Needed Risers Recuired 0 - 3-1/2' None (use adapter) aS-1/2' - 22' SR24 >22'-37' LR24 Adapter Riser Alignment Mark ;Q—T Riser Hecht Needed t' ---------- —F 5. Cut Line Cover Adapter (shown) or Riser Gasket ------------- Lipper Band Clamp 2-U2' Minimum Insertion Depth (field adjustable) _ Lowor Bond Clamp 4' Maximum Insertion Depth (factory set' do not ' {into GB unit only) adjust or remove} —---------- —————— GS Unit (shown) or Riser papa 4 of 5 Inside a Corroded Concrete Unit installation With Sampi'mg Port SV24-L4 Basement Installation with Remote Pump -out Serving an Apartment Complex N Recessed and Suspended ■ Additional Venting for Maar-Below, Installations SCHIER LIFETIME GUARANTEED ",I- GREASE INTERCEPTORS 9500 Woodend Road Edwardsville. KS 66171 Tel -913-951-3300 Fax: 913.951-3399 www.schierproducts.com c Copyright 2015 Schier. All Rights Reserved Se -a 'ttS't/o" e A6As,PJ - "POOL P -00A-1 PVC Access Risers, Lids, & Accessodes 0 Our PVC risers, fiberglass access lids, and other tank accessories allow access to tanks without excavation. They're adaptable to virtually any tank, both new and — existing. Lids and accessories fit most types of ribbed PVC pipe, including Ultra -Rib, Ultra -Corr, KOR PLO, and Penna -Loc. Preassembled PVC risers and stock pipe lengths can be purchased from Orenco. Or stock lengths can be purchased locally and cut as needed. All components are designed to work well together. FIL AUG U 4 201;. ftwc M 1&q, irberow W= Ift, and otheraacess m are supertaxin quattj; naught, ncn-cn Oft, andNgfr[waipt0t sft9 k7 adoWon to standard green and brown llds, Orem offers Landscape Lids in grass, Dark, and rlvar rock pattems. Landscape Lids are available In 18-, 21-, 24-, and 30-1/1. (460 535-, 610-, W 760 -mm) Stas Custom 1MPfWikrg is available on quan* orders of 24- and 30-1n. of nWer /ids (610 - and 760 -mm). CORRfC760"1 LTR#J....... To Order TUKW11 Cali your nearest Oreft14MsY Inc. Distributor. For nearest Distributor, call Orenco at 800-348-9843, or visit www.orenco.com and click on "Distributor Locator.' AWRLA-1 R•v. 4.6 O 11/13 ftp 1 Standard Fes • PVC risers and & �nefds • Lids are lightweight, fiberglass access watertight, non-skid, lids come In various and non -corroding. diameters. • Lid insulation and • PVC risers available carbon filter vents in standard 6 -In. are available options. (152 -mm) incre- . Lids can withstand ments. 2500 -Ib wheel loads • Custom risers can be (1100 kg), stronger cut in 1-3 in. (25-76 than any other lid on mm) increments, the market. depending on riser . While not designed diameter. for vehicular traffic, • PVC risers can be lids have a breaking cast right into a con- point of 6000 Ifis crete tank. (3600 kg). • PVC risers can be • Lids are fiat to allow installed onto a placement of back - concrete tank with a yard furnishings. No bolt -down kit unsightly domes, no • Cast -in or bolt -down tripping. riser -tank adapters • Standard lids are an are available. attractive green or • PVC risers and brown and blend in fiberglass riser -tank with landscaping. adapters can be • Custom lid colors and easily bonded to custom lid Imprint - fiberglass tanks with Ing are available on a structural adhesive. quantity orders. • Grade rings allow • Additional accesso- Installers to stack ries are available for extensions onto PVC risers and lids, PVC risers in the including adhesive, field. pipe grommets, cord • Lids are easy to grips, splice boxes, install with stainless pipe cutting and Oil - steel, tamper -resin- }'� � tart bolts (wrenah'Ty E0 �! rga�� ''I�rac�e included) that help prevent accidental JUL 2 9 2016 entry. PERMIT CENTER Orencoe Orenco Systems®, Incorporated OrOM $790W Inc., 814 Ake Am, SLUm*, OR 47470 USA NO -348 -SM • 541-454.4444 • rww.o mmaxw Ore Co Bees is s Aotsesso s PVC Risers ble in the following diameters: 12,18, 24, d 30 in. (305, 460, 610, and 760 mm). n be installed with adapters or cast into concrete tank Lighter -duty PIP risers avail- able in 8- and 15 -In. diameters (205 and 380 mm). Fiberglass Lids Tank Adapters fitrergtass �` h„, Standard lids Wreen and brown ) are available In the following diameters: 12,18 24, 36, and 48 in. (305, 460, 610, 760, 5, 1220 mm). Lighter -duty lids available in 8-, 12-, and 15 -in. diameters (200, 305, 380 mm). Landscape Lids in grass, bark, and river rock patterns are available In 18-, 21-, 24-, and 30 -In. (460-, 535-,610- and 760 -mm) diameters. Custom imprinting available on 24 -in. and 30 -In. lids (610 and 760 mm) Bolt -Dom Kits For fastening tank adapter to tank. Kit Includes stainless steel anchor bolts and butyl sealant. Distributed By: Available in 24- and 30 -in, diameters (610 and 760 mm). Can be cast into or bolted to concrete tank. Riser Extension Adapters (Grade Rings) These easy -to -install adapters allow height adjustment of risers In the field. Lid Fasteners' Self -tapping stainless steel bolt can be used on risers with and without bolt catches. Ask us about hex -drive bits. Cutting Jigs and To& For cutting Perma-Loc, Ultra -Rib, KOR FLO, and Ultra -Corr pipe in the field and preparing pipe for grommetsAid attachment. Structural Adhesives Adhesives are available for a variety of prod- ucts that need bonding or sealing: PVC, ABS, fiberglass, concrete, and rubber. APS-RLA 1 `� T - - Omm Syeft.=* IM, M4 &=y aa., svC'=L% OR 87470 WA Rm 4.8 011/13 800 -NO -OU • 541-469 4MO • PtV8 DuraFiber Access Lids (FLD) Page 1 of 1 S Qrate Mime a Product Gialnas » feral Onsite Produeft s Accros Lids DuraFiberT" Fiberglass Access Lids (FLD) Orencoe Durefibe — Access Lids provide a secure, damage -resistant covering for ribbed PVC and HDPE risers, pump basins, and access ports. They are not recommended for vehicular traffic. Made In the USA. ; r. -+mused nberglass construction 24-i 0 mm) lids available now; -Inch (750 -mm) available shortly a 20,000 -Ib breaking strength (9,000 kg) t e Standard green or brown colors !! Avallabie with or without urethane ad gasket ® Available with carbon filtration a 4 stainless steel flathead socket cap screws and hex key wrench Included -t mr, 4.ja Oremo VuraFtberTM Pbe*h=Ace= Lldr 7- and 4-hwh Imidaflon Available (5& and 10&mm) U2015 Orenco 5y5tams ;ib Inc. Follow u5' r7ttp.;aE_Onsite_Frudw->6,Access 1--ids/Dura.Fib.... ;si`s ni Fiberglass Access Lids (FL) Page 1 of 1 r-® Z hewn i caxl Q aIIIIIIIIIff ,arc au_ • h - ��r.-, .S -,•tete •• Ust1x1•a V..y . ,.• i E a ..,1.i3 % !..� ...f. �...,.+.. •.r. .. +,:1 Hell. � )_�] w � l#,: ;. 1•.: � ... wy.., Fiberglass Access lids (FL) Orencoo Fiberglass Access Uds provide a secure, strong, and uniform covering for risers, pump bashes, and access ports. Uds fit Perma-Lot- '» r4lo-, and UttraZrr » pghe. Gasketed models provide a watertight seal b the lid and the access riser. Oreneo Fiberglass 7AtZ0W Tds are not rated for vehicular traffic. Made In the USA. Fiberglass construction over structu Lra teriat Lids available for 18 inch, 21 -Incite 24 -inch 36 -Inch, 48 -inch nominal diameter access risers ,�1Ti em, 525 mm, 600 -mm, 750 mm, 900 -mm, and 1219 -mm ON) Q Rated for 2500 -ib (1134 -kg) wheel load n Standard green or brown colors n Available with or without polyurethane lid gasket .7 Optional lids with carbon filtration available 2 or 4 stainless steel flathead socket cap strews and hex key wrench ` Included I Sample Product Codes* FL24G-45 — fiberglass lid for 24 -Inch nominal diameter access risers (600 -mm ON), urethane gasket, 4 bolts 1 e1 FL30G — fiberglass lid for 30 -Inch nominal diameter access risers (750- !f mm ON), with gasket * For the fuN range of avallable product ovum, contact your local Qin Ddxvt�GduMr or 13<ri�f.St• Orenco Fibe gl= Ace= Lids Q 2015 orwco Svslems 0 Inc. Follow U5. hM:,Ifir,v-v_ore cc.cemfPraduct_Catalog ,iGencral—Omi c_Prcductsi`eXc;;cess_Licis!Tibeifria,.. 5W25i6 -Zz'S - a -e&I W >.* Performance Data RPM: 1550 Discharge: 1-1 /Z" Solids: 3/4" SD50 40 30 1- 20 U 10 0 A4,a N vAt ypit;4 Wholesale Products Pa e: 7130-1 94C�. Section: Pe Data Dated: March 2003..'" OA r ��, sw50 A4 SW/SD/VS50 VS50 10 20 30 40 50 60 70 GPM The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower. All pumps have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit. Performance curves are based on actual tests with clear water at 70°F and 1280 feet site elevation. Conditions of Service: GPM TDH: HYDROMATIC Dimensional T/WM50 Data 'a. T-- �� ��►� . SW50 r Wholesale Products Page: 7130-2 Section. Dimensional Data Dated: March 2003 1a�/e• r' 7-1/2" VS50 10-318" P#HYZ OMATW' PUMP P DISCHARGE HEIGHT 4" 2-5/8" PUMP Q OFF tr 9' SD5� 10-318no 'tnroewn�T�e PON DISCHARGE 9-3/16" - HEIGHT �- _ 4" 2-5/8" PUMP OFF L I + - I All dimensions in inches. Metric for international use. Component dimensions may vary t 1/8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On/Off level adjustable. We reserve the right to make revisions to our product(s) and the product(s) specifications without notice. MO) HYDROMA►TIC' Electrical � Data Wholesale Products Page: 7130-3 Section: Electrical Data Dated: March 2003 MODEL: SW/SD/VS50, Sump/Effluent Pump R.P.M. 1550 MOTOR TYPE SHADED POLE WITH THERMAL OVERLOAD, OIL FILLED MOTOR PROTECTION AUTOMATIC RESET / OVERLOAD PROTECTED HP VOLTAGE PHASE NEC CODE SERVICE FACTOR FULL LOAD AMPS 1/2 115 1 - 1 12.0 SD50 SW50 VS50 190 NYDROMATIC' Technical I 1 Data Wholesale Products Page: 7130-4 Section: Technical Data Dated: March 2003 MODEL SW/SD/VS30, Sump/Effluent Pump Physical Data: DISCHARGE SIZE 1-1/2" NPT SOLIDS SIZE 3/4" IMPELLER TYPE TWO VANE SEMI -OPEN CABLE LENGTH 10' STANDARD 20' OPTIONAL PAINT PAINTED DARK GREEN, WATER REDUCIBLE ENAMEL, ONE COAT, AIR DRIED. Temperature: MAXIMUM LIQUID 1200 MAXIMUM STATOR - OIL FLASH POINT - Technical Data: POWER CORD TYPE SJTW LL Z MOTOR HOUSING CAST IRON 00 CASING CAST IRON a IMPELLER THERMOPLASTIC w N MOTOR SHAFT STEEL Q HARDWARE STAINLESS STEEL U "O" RINGS BUNA - N MECHANICAL SEALS Standard: CARBON / CERAMIC UPPER BEARING BRONZE SLEEVE LOWER BEARING SINGLE ROW -BALL W HYDROMATIC' -J'e A&A IeAj Easy -to -install liquid level alarm system for Indoor use. This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tanks, sewage, agricultural, and other water applications. . The Tank AlertO I alarm system can serve as a high or low level alarm depending on the float switch model used. The alarm horn sounds when a potentially threatening liquid level condition occurs. The horn can be silenced, but the warning light remains on until the condition is remedied. A green "power on" light indicates power to the alarm panel. , NEMA 1 enclosure, designed for ease of installation, rated for indoor use. Red "alarm" light, green "power on" light, alarm "test' switch, and hom "silence" switch. Alarm horn sounds at 86 decibels at 10 feet (3 meters). Can be used with any UL Listed / Recognized switching mechanism rated to include 1 amp, 12 VAC load. Alarm system (when installed on separate circuit) operates even if the pump circuit fails. Complete package includes standard SJE SignalMaster' control switch with 15 feet (4.57 meters) of cable (other lengths available) and mounting clamp. Switching mechanism operates on low voltage and is Isolated from the power line to reduce the possibility of shock. UL Listed. MUM CSA Certified. @Q 1 O LR54245 � Five-year limited warranty. ZC 112 114101 M When ordered with the alarm, this system Is available with: alternate float switch models for high or low level warning. 120 VAC primary voltage or 230 VAC primary voltage (230 VAC model is not UL Listed or CSA Certified). SEE BACKSIDE FOR ORDERING INFORMATION. SEE PRICE BOOK FOR LIST PRICE. 9i SPECIFICATIONS VOLTAGE FOR 120 VAC MODEL: Primary: 120 VAC, 50/60 Hz, 5 watts•max. (alarm condition) Secondary: 12 VAC VOLTAGE FOR 230 VAC MODEL: (not UL Listed or CSA Certified) Primary: 230 VAC, 50/60 Hz, 5 watts max. (alarm condition) Secondary: 12 VAC ALARM ENCLOSURE: 6 x 4 x 2.5 inch (15.24 x 10.16 x 6.35 cm), NEMA 1 metal ALARM HORN: 86 decibels at 10 feet (3 meters) POWER CORD: 6 foot (1.8 meter) FLOAT SWITCH CONNECTION TERMINAL: For float switch connection only. Do not apply power. (Voltage across terminals Is 12 VAC. Maximum line impedance for initiating device: 5 ohms). FLOAT SWITCH: SJE SlgnaiMaster* control switch with mounting clamp Cable: 15 feet (4.57 meters), flexible "18 gauge, 2 conductor (UL) SJOW, water- resistant (CPE) Float: 2.74 inch diameter x 4.83 inch long (7 cm x 12.3 cm), high impact, corrosion resistant polypropylene housing for use in sewage and non -potable water up to 140°F (60°C) SIE4 Rh a 9= PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: customer.servioeCsjefiombus.com www.slerhoinbus.com 97 Easy -to -install liquid level alarm system for indoor use. ORDERING INFORMATION I • Part i Desclriptlon Shtppino welom 1007467 101-01H (120 VAC w/15' SJE SignalMaster® High Level) 3.58 lbs. 10092x7 101-01HSPKT (120 VAC w/15' SJE SignalMaster•High Level With splice kit) 3.581bs. 1003104 101-01H (120 VAC w/15' SJE Sensor Flose High Level) 3.58 lbs. 1003365 101-01 L (120 VAC w/15' SJE Sensor Float' Low Level) 3.58 lbs. 1002235 101-01X (120 VAC no float) 2.14 tbs. I rt P 7100 Description Shipping WeW 08009 101-02H (230 VAC w/16 SJE SignalMaster• High Level) 3.58 lbs. 3364 101-02H (230 VAC w/15' SJE Sensor Float* High Level) 3.58 lbs. 1005420 101-02L (230 VAC w/15' SJE Sensor Floater Low Level) 3.58 lbs. 1OW18 101-02X (230 VAC no float) 2.14 lbs. H = High Level L = Low Level X = No Float SPKT = Splice Kit MASTER CARTON holds 16 boxed units. SEE PRICE BOOK FOR LIST PRICE. SPECIFICATIONS VOLTAGE FOR 120 VAC MODEL: Perry: 120 VAC, 50/60 Hz, 5 watts max. (alarm condition) &Mndary: 12 VAC VOLTAGE FOR 230 VAC MODEL: (not UL Listed or CSA Certified) Primary: 230 VAC, 50/60 Hz, 5 watts max. (alarm condition) Secondary: 12 VAC ALARM ENCLOSURE: 6 x 4 x 2.5 inches (15.24 x 10.16 x 6.35 cm), NEMA 1 metal ALARIIA HORN: 88 decibels at 10 feet (3 meters) POWER CORD: 6 feet (1.8 meters) FLOAT SWITCH CONNECTION TERMINAL: for float switch connection only. Do not apply power. Voltage across terminals is 12 VAC FLOAT SWITCH: SJE SignalMaster• control switch with mounting clamp CABLE: 15 feet (4.57 meters), flexible 18 gauge, 2 conductor (UL) SJOW, water-resistant (CPE) FLOAT: 2.74 inch diameter x 4.83 inch long (7 cm x 12.3 cm), high impact, corrosion resistant polypropylene housing for use in sewage and non -potable water up to 140OF (60°C) MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi ELECTRICAL: 5 amps, 125 VAC/250 VAC, 50160 Hz "' PleaseVaWww_*d;ombua.cam for fhEmast Ctewtkftnm�vY. WTI C CONTROL SWITCH OPTIONS The Tank Afore I alarm system comes standard with a 15 foot SJE SignatMaster° control switch with mounting damp. Other float switches are available. See control switch section of the catalog. To determine the price of alarm with an alter- nate float, add the price of the part number with "no float' to the price of the float switch. UL LIUM for wemi LX= LWA245 Iff IC RhO%Slffic. WWW -S��g�� 0Mb0S.00M �n:eeQmse V0.e@s1eirbo.cm Cct Pspe PN 1012617N 9 SX -Rhombus =14 City of Tukwila Department of Community Development 3/1/2018 DALE SWEENEY 5715 143 PL SE BELLEVUE, WA 98006 RE: Permit No. PG 16-0091 HOLIDAY INN EXPRESS 90 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/16/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/16/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Pi Bill Rambo Permit Technician File No: PG16-0091 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 8/31/2017 City of Tukwila Department of Community Development DALE SWEENEY 5715 143 PL SE BELLEVUE, WA 98006 RE: Permit No. PG16-0091 HOLIDAY INN EXPRESS 90 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mavor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/18/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/18/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG 16-0091 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director August 23, 2016 DALE SWEENEY 5715 143 PL SE BELLEVUE, WA 98006 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG 16-0091 HOLIDAY INN EXPRESS - 90 ANDOVER PARK E Dear DALE SWEENEY, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Previous memo request has yet to be addressed to "provide the clarification if pool plumbing to be under a separate permit and provide a note on the plan". Please indicate this on the plan and in the response to this review memo. 2. The proposed (sink tail piece) trap seal shown on the plan shall not an acceptable installation. Provide a clear plan detail showing the trap seal directly connected to the building plumbing with an approved trap seal mechanism installed in a location accessible for maintenance. Provide the manufactures installation information for the trap primer mechanism. Note: This permit plan review may not be complete as revised plans may require further corrections. PW - DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1. Show the N arrow on all the plumbing plans. 2. Please explain how the swimming pool is going to be drained, or there is going to be a separate plumbing permit for the pool. 3. Show the sewer pipe that ties the outside trash enclosure drain to the grease trap. 4. Sheet P100 calls for GB -50 Grease Interceptor 125 gal liquid, however the spec calls for 52 gal liquid. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)433-7165. Sincerely, /tW', lj4 Rachel le Ripley2 Permit Technician File No. PG 16-0091 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 EMHI-fE CONSTRUCTION CO., L.L.C. PO Box 1389 218 Center Avenue Molalla, OR 97038 (503) 691-8311 Fax: (503) 691-8510 Joanna, Please see the answers to some of the comments noted in City corrections letter dated July 12, 2016. Item 1) under PW -PG Dept. Detail 5/P002 is a generic detail that in cookie cutter in the IHG prototype plan, and doesn't reference a specific part or location. Item 2) Please see the attached product info regarding the grease interceptor. Item 3 ) Please see the attached product info regarding RP devices. The devices will be all typical and the locations are as follows. 1 ea. @ each of the ice machines located 1 ea on each of the upper floors 2 thru 5 @ approx. grid line 4 x H.1. For a total of 4. 2 will be provided @ the house laundry 1 for hot and 1 for cold for the washing machines. Level 1. And finally 1 will be provided for the Pantry coffee pot and 1 for the Pantry dishwasher. Level 1. This is a total of 8 RP devices other than the main domestic supply in the hot box outside and the sprinkler supply device located in the fire control room. Tukwila Holiday Inn plumbing (BUILDING REVIEW NOTES) 2. Trap primer detail on P003 has been deleted and new detail #5 added to address comment. (Previous review memo) 1. Sheet P101 was modified to change notes previously called out as 18 to 12 to match sheet notes. 2. A new partial plan sheet has been added, P201, to show gas piping routing and sizing information. 3. interior roof drain piping is not part of plumbing scope as exterior gutters and downspouts are to be used. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director July 12, 2016 DALE SWEENEY 5715 143 PL SE BELLEVUE, WA 98006 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG16-0091 HOLIDAY INN EXPRESS - 90 ANDOVER PARK E Dear DALE SWEENEY, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Correction memo dated June 26, 2015 (PGI5-0075)the information is not provided as requested. See review memo below. 2. The trap seal shown on the plan is not an accepted type. Floor drain or similar traps directly connected to the drainage system and {subject to infrequent use} shall be protected with a trap seal {primer}, except where not deemed necessary for safety or sanitation by the Authority Having Jurisdiction. Trap seal primers shall be accessible for maintenance. The trap primer shall be one that is not dependent on the use of the fixture where the fixture potentially would not be frequently used. Revise the detail to show a trap primer installed and installed in a location where it shall be accessible for maintenance. (2012 UPC 1007.1) (Previous review memo) [1. Sheet P101 shows a reference key (18) around the pool; however there are no notes for 18. It must be assumed the pool plumbing shall be under a separate permit. Therefore provide the clarification for 18 and indicate the pool plumbing to be under a separate permit on the plan.] [2. Gas piping is indicated as part of this permit; however gas pipe plans and details are not provided. Provide a gas piping plan. Include size of pipes and provide calculations to show gas pipe length and size shall meet the demand for all gas fixtures combined. Show point of connection or location of gas meter.] [3. Provide a plan with details for the rain water plumbing system. Provide calculations with sizes for pipe and roof drains sized to meet rain fall for this region.] PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Sheet P002 Detail 5 shows an RPZA, however I was not able to locate this backflow on your plumbing plans. Please specify location/size/manufacturer/model # of this backflow and what it is protecting. 2) Submit grease interceptor cut sheet/specs/maintenance requirements. 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-366.5 3) Sheet P101 note 10 calls for RPPA backflows. Specify size/manufacturer/model # of proposed backflows and submit RPPA cut sheet. Please note that all the backflows shall be WA State Dept. of Health approved devices. 4) Specify size/ manufacturer and model # of sump pumps and submit cut sheet/specs. 5) Submit King County Non -Residential Sewer Use Certification, form is attached. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG 16-0091 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 0 PEiN-11T COORD COSY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0091 DATE: 04/17/17 PROJECT NAME: HOLIDAY INN EXPRESS SITE ADDRESS: 90 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Ka- M& 1�jI1 Building Division Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 04/18/17 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/16/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied El (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/19/2013 vERMIT COORD COPY.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0091 PROJECT NAME: HOLIDAY INN EXPRESS SITE ADDRESS: 90 ANDOVER PARK E Original Plan Submittal DATE: 09/21/16 Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: po me 10- Building Division Fire Prevention ❑ Planning Division ❑ Pub -Tic Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/22/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved C Corrections Required ❑ (corrections entered in Reviews) Notation: DATE: DUE DATE: 10/20/16 Approved with Conditions N� Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0091 PROJECT NAME: HOLIDAY INN EXPRESS SITE ADDRESS: 90 ANDOVER PARK E Original Plan Submittal X Response to Convection Letter # 1 DEPARTMENTS: DATE: 08/03/16 Revision # before Permit Issued Revision # after Permit Issued A,j tofv� --Jo -- (b Buing Division Fire Prevention ❑ Planning Division ❑ � nv-�, � IFJI� Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/04/16 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/01/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in. Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only (, CORRECTION LETTER MAILED: 6 Departments issued corrections: Bldg � Fire ❑ Ping ❑ PW Staff Initials: 12/19/2013 PERMIT CORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0091 DATE: 06/29/16 PROJECT NAME: HOLIDAY INN EXPRESS SITE ADDRESS: 90 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT Go ,r � � -1 � Building Division Fire Prevention ❑ Planning Division ❑ ,)�S (", f Z Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/30/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/28/16 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ��t�-�-� UIV Departments issued corrections: BldgFire ❑ Ping E]PW�Staff Initials. 12/18/2013 PROJECT NAME: �` VIM � ` ve✓� SITE ADDRESS: 00 PERMIT NO: poj�,— oaq' ORIGINAL ISSUE DATE: 0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INIjTrlALS ISSUED DATE STAFF INITIALJS g;� jq7r— 11 1-7 Summary of Revision: f it GU^ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://www.TukwilaWA.g_ov_- REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: vl a2 1-1 Plan Check/Permit Number: p6 I co + CA11-4.), -I I ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # CITY OF '3" IJICV4 K- 4 Revision # after Permit is Issued APR 12 2017 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENfTEP Project Name: 0�� r �s Project Address: .3 9/5 Contact Person: c �v�y�� Phone Number: 0 Q -00 "A A /--' v Sheet Number(s): "Cloud" or highlight all areas of revision including date of ision Received at the City of Tukwila Permit Center by: f'x Entered in TRAKiT on QG( v2 W:\Permit Center\remplates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hn://,A-NAr.TukwilaIVA._og_v REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l�� Plan Check/Permit Number: l 6a /67 - W �� W- Response to Incomplete Letter # I_ ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Y4%IC1t?y (ht? FxOle'5s" Project Address: f0 , R Contact Person: J25!�- <VAfY0Phone Number: AZS Zco e96 IF Summary of Revision: SZf Sheet Number(s):19003 t P14-1- P10 "Cloud" or highlight all areas of revision inclu Received at the City of Tukwila ((Permit Center by: ®'Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 RECEIVED CITY OF TUKWILA PERMIT CENTER 200 , r20 ( revision I r- n City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://wwA,.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Ole_ �(ol Date: 7°L "/��o Plan Check/Permit Number: � e Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: Summary of Revision: ee Phone Number: -4 Z'5 f O 8%66 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by ❑ Entered in TRAKiT on W:\Permit CenteATemplatesTorms\Revision Submittal Fotm.doc Revised: August 2015 RECEIVED JUL 29 2016 CASHMERE PLUMBING INC home Espanol Contact Safety & Health kiWashington State Department of Labor & Industries CASHMERE PLUMBING INC Page 1 of 3 Search A -Z Lidex IIelp My L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 100A Paton St. PLUMBING CASHMERE, WA 98815 Principals 509-782-4240 FOSTER, SAMUEL R, PRESIDENT CHELAN County RANKIN, CHAD JONATHAN, VICE PRESIDENT MCLEOD, ANDREW BENNETT, SECRETARY FOSTER, KATHY J, SECRETARY $6,000.00 (End: 12/27/2010) Doing business as CASHMERE PLUMBING INC WA UBI No. Business type 601 663 898 Corporation Governing persons ANDREW MCLEOD CHAD RANKIN; SAMUEL RAYMOND FOSTER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. CASHMP1044CL Effective — expiration 02/13/1996— 01/07/2017 Bond DEVELOPERS SURETY & INDEM CO $6,000.00 Bond account no. 415223C Received by L&I Effective date 12/24/2001 01/01/2002 Expiration date Until Canceled Insurance ........................... _. Ohio Security Ins Co $1,000,000.00 Policy no. BKS52906389 Received by L&I Effective date 12/03/2015 01/19/2015 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601663 898&LIC=CASHMP1044CL&SAW= Help us improve 10/18/2016 IL I I� n GAS WATER HEATER SCHEDULE S Gas Water Heater MECHANICAL DATA MARK SERVICE / LOCATION CAPACITY RECOVERY GALLONS GPH TEMP RISE (F) GAS INPUT MBH FLUE SIZE IN/OUT (IN) SEE NOTE WH -1 BUILDING / 100.11 130 349 100 300 4/4 WATER CLOSET - ADA 1 WH -2 BUILDING / 100.11 130 349 100 300 4/4 LAVATORY - ADA 1/2 WH -3 BUILDING / 100.11 130 349 100 300 4/4 LAVATORY - ADA 1/2 WH -4 BUILDING / 100.11 130 349 100 300 4/4 LAVATORY - ADA 1/2 WH -5 BUILDING / 100.11 1 100 1 349 1 100 1 300 1 4/4 SINK 1/2 PLUMBING FIXTURE MINIMUM PIPE SIZE SCHEDULE FIXTURE DESCRIPTION CW (IN) HW (IN) W (IN) V (IN) COMMENTS P-1 WATER CLOSET - ADA 1 - 4 2 FLOOR SET, TANK TYPE P -1A WATER CLOSET - ADA 1 - 4 2 FLOOR SET, TANK TYPE P-3 LAVATORY - ADA 1/2 1/2 *1-1/2 1-1/2 COUNTERTOP P -3A LAVATORY - ADA 1/2 1/2 *1-1/2 1-1/2 COUNTERTOP P -3B LAVATORY - ADA 1/2 1/2 *1-1/2 1-1/2 WALL MOUNTED P-4 SINK 1/2 1/2 *1-1/2 1-1/2 STAINLESS STEEL KITCHEN TYPE P-5 SERVICE SINK 1/2 1/2 2 1-1/2 FLOOR TYPE P-6 ELECTRIC WATER COOLER -ADA 1/2 1/2 *1-1/2 1-1/2 HI/LOW ONE WILL BE ADA P -6A ELECTRIC WATER COOLER -A[ A 1/2 1/2 *1-1/2 1-1/2 SINGLE UNIT P-7 SHOWER 1/2 1/2 *1-1/2 1-1/2 - P -7A SHOWER 1/2 1/2 *1-1/2 1-1/2 - P-8 TUB 1/2 1/2 *1-1/2 1-1/2 - P-12 EMERGENCY EYE WASH 1/2 1/2 - - PROVIDE MIXING VALVE & TEMPERED WATER TO EMER. EYE WASH * - MINIMUM PIPE SIZE FOR UNDERGROUND WASTE PIPE TO BE 2". SYMBOLS AND ABBREVIATIONS: MECHANICAL PLUMBING SYMBOLS AND ABBREVIATIONS: ELECTRICAL DATA _® SANITARY PIPING BELOW GRADE GPM TYPE HEAD CONN SIZE SANITARY PIPING ABOVE GRADE VIBR ISOL TYPE SEE NOTE RPZ 1 2 3 4 5 6 6181 9 VENT PIPING STORM PIPING BELOW GRADE - - - - - - - 00 - SEE NOTE DESIGN STORM PIPING ABOVE GRADE SUCT. (IN) DISCH. (IN) 1. SHUTOFF VALVE CNTRL COLD WATER - -CW - 2. BALANCING VALVE RCP -1 HOT WATER ___HW - 3. AIR VENT - - RECIRCULATING HOT WATER ----RHW - 4. STRAINER WITH BLOW OFF VALVE - - 1-1/2 208/3 5. CHECK VALVE HOA GAS G A 6. LOW HAZARD DOUBLE CHECK VALVE BACK FLOW PREVENTER E M E 1 7. HIGH HAZARD REDUCED PRESSURE ZONE BACK FLOW PREVENTER DECK DRAIN/SB-2 20 SUBMERSIBLE 1 n n 22 OUT I l OR 1750 �CLEAN 1/2 WALL CLEAN OUT p� co co OR Q~ - - - M wco wco Q 1 0 11 12 13 L14J 15 16 17 18 19 1 LAUNDRY TUB 1 3.0 3.0 FLOOR DRAIN FD MOP SINK 1 3.0 ROOF DRAIN RD 3.0 8. CONCENTRIC REDUCER 1 AREA DRAIN AD - 9. ECCENTRIC REDUCER HOSE BIBB (each additional) SHOWER DRAIN SD 4.0 10. CONTROL VALVE - FLOOR DRAIN (EMERGENCY) 3 - 11. PRESSURE REDUCING VALVE OR PRESSURE REGULATOR 0 PIPE UP OR �- 3 12. FLOW VENTURI OR FLOW CONTROL FITTING - PIPE DOWN 7 OR .. FLOOR SINK 13. SOLENOID VALVE FIN TUBE RADIATION: WALL HYDRANT - 3.0 14. THERMOMETER ICE MACHINE 5 WH - 15. SHOCK ABSORBER TRENCH DRAIN ® COMMERCIAL WASHER HOSE BIBB - - 16. UNION LENGTH 1 4.0 COMMERCIAL CLOTHES WASHER HB 6.0 17. PRESSURE GAUGE TO TRENCH CAPPED PIPE C POOL 1 20 GPM 185 GPM 3" 18. FLEX CONNECTION A -T-0"-2.8 w MBH 19. PRESSURE RELIEF VALVE /� FLOW DIRECTION TYPE SEE SCHEDULE SHEET(S) FIRE PROTECTION SYMBOLS: CONCEALED PENDENT SPRINKLER SEMI -RECESSED PENDENT SPRINKLER Q CONCEALED PENDENT SPRINKLER I$j HORIZONTAL SIDEWALL SPRINKLER FLOW SWITCH 1)3 PUMP SCHEDULE S PUMP MECHANICAL DATA ELECTRICAL DATA MARK SERVICE / LOCATION GPM TYPE HEAD CONN SIZE MOTOR RPM VIBR ISOL TYPE SEE NOTE HP FLA VOLT/ PHASE STARTER REMOTE CONTROL DISC SW BY SEE NOTE DESIGN 50% SHUT OFF SUCT. (IN) DISCH. (IN) TYPE CNTRL PILOT AUX BY TYPE BY CONN BY RCP -1 DOMESTIC RECIRC. 20 INLINE 50 - - 1-1/2 1-1/2 1725 - - 1-1/2 208/3 MAG HOA G 2 M A M M E M E 1 SP -2 DECK DRAIN/SB-2 20 SUBMERSIBLE 1 17 22 26 1-1/2 1750 - 1/2 120/1 - - - - M FS M M E 1 LAUNDRY TUB 1 3.0 3.0 3.0 3.0 MOP SINK 1 3.0 3.0 3.0 3.0 HOSE BIBB 1 2.5 2.5 - - HOSE BIBB (each additional) 4 1.0 4.0 - - FLOOR DRAIN (EMERGENCY) 3 - - 0 0 FLOOR DRAIN 3 - - 2.0 6.0 FLOOR SINK 6 - - 3.0 18.0 ICE MACHINE 5 - - 1. CORD AND PLUG CONNECTION TRENCH DRAIN ® COMMERCIAL WASHER 1 - - 4.0 1 4.0 COMMERCIAL CLOTHES WASHER 1 6.0 6.0 TO TRENCH 705 CWFU TOTALS 165 GPM 1. PUMPS CAN RUN INDIVIDUALITY OR SIMULTANEOUSLY. SUMP PUMP SCHEDULE S-Sump-Pump.dwg MEG r-1ANIC AL DATA ELEC TRIC AL DATA MARK SERVICE / LOCATION GPM TYPE NO. OF PUMPS HEAD (FEET) CONN. DISCH. SIZE (IN.) MOTOR RPM SEE NOTE H. P. F.L.A. VOLT/ PHASE STARTER REMOTE CONTROL DISC. SW. BY SEE NOTE DESIGN 50% SHUT- OFF TYPE CONTROL PILOT AUX. BY TYPE BY CONN. BY SP -1 ELEVATOR/SB-i 5C SUBMERSIBLE 1 17 22 26 1-1/2 1 1750 - 1/2 120/1 - - - - M FS M M E 1 SP -2 DECK DRAIN/SB-2 20 SUBMERSIBLE 1 17 22 26 1-1/2 1750 - 1/2 120/1 - - - - M FS M M E 1 LAUNDRY TUB 1 3.0 3.0 3.0 3.0 MOP SINK 1 3.0 3.0 3.0 3.0 HOSE BIBB 1 2.5 2.5 - - HOSE BIBB (each additional) 4 1.0 4.0 - - FLOOR DRAIN (EMERGENCY) 3 - - 0 0 FLOOR DRAIN 3 - - 2.0 6.0 FLOOR SINK 6 - - 3.0 18.0 ICE MACHINE 5 - - 1. CORD AND PLUG CONNECTION SUMP BASIN SCHEDULE MARK (B ASIN) PUMPS SERVICE/LOCATION (ROOM) BASIN DEPTH (IN.) B ASIN DIA. (IN.) SIMPLEX OR DUPLEX PUMP(S) SEE NOTE SB -1 SP -1 ..GUEST LAUNDRY/100.19 ---84 30 SIMPLEX - SB -2 SP -2 POOL EQUIP./EQ1.3 60 24 SIMPLEX - 2 4.0 8.0 2.0 4.0 LAVATORY GUEST 92 1.0 92.0 1.0 92.0 LAVATORY 6 1.0 6.0 1.0 6.0 BATH/SHOWER 68 4.0 272.5 2.0 136.0 SHOWER 25 2.0 50.0 2.0 Sotina9 PE'RMIT I Ki Q%' Jli`=D FCR: IGS"E anicai IeCtriCal 0 Plumbing 0 Gas Piping City of TttkWila BUILDING DIVISION RLE COPY erm- H . RG -1-00L Plan review approval is subject to errors and omissions. Approval of constrilaion documents does not authmizo the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknoMedged: Date: City of Tulwila BUILDING DIVISION ,.APR 1.6 2018 FIXTURE UNIT CALCULATION FIXTURE NUMBER WATER F.U. DRAINAGE F.U. EACH TOTAL EACH TOTAL WATER CLOSET FLUSH TANK, GUEST 92 2.5 230.0 3.0 276.0 WATER CLOSET FLUSH TANK, PUBLIC 6 2.5 15.0 4.0 24.0 URINAL, PUBLIC 2 4.0 8.0 2.0 4.0 LAVATORY GUEST 92 1.0 92.0 1.0 92.0 LAVATORY 6 1.0 6.0 1.0 6.0 BATH/SHOWER 68 4.0 272.5 2.0 136.0 SHOWER 25 2.0 50.0 2.0 50.0 HAND SINK 1 1.0 1.0 1.0 1.0 CLOTHES WASHER 2 4.0 8.0 3.0 6.0 SINK 1 2.0 2.0 2.0 2.0 DRINKING FOUNTAIN 2 1.0 2.0 1.0 2.0 LAUNDRY TUB 1 3.0 3.0 3.0 3.0 MOP SINK 1 3.0 3.0 3.0 3.0 HOSE BIBB 1 2.5 2.5 - - HOSE BIBB (each additional) 4 1.0 4.0 - - FLOOR DRAIN (EMERGENCY) 3 - - 0 0 FLOOR DRAIN 3 - - 2.0 6.0 FLOOR SINK 6 - - 3.0 18.0 ICE MACHINE 5 - - TO FS TRENCH DRAIN ® COMMERCIAL WASHER 1 - - 4.0 1 4.0 COMMERCIAL CLOTHES WASHER 1 6.0 6.0 TO TRENCH 705 CWFU TOTALS 165 GPM 637 DFU POOL 1 20 GPM 185 GPM 3" 8" SAN REVISIONS No changes shah he made to the scope of rvorl( ` rithout prior approval of j U!kwila Building Division. NOTE: ro- visions will require a new plan submittal and may include additional plan review fees. i NATURAL GAS LOADS FIXTURE NUMBER MBH EACH TOTAL MBH TITLE P001 GAS DRYER 4 175 350 MBH FUTURE POOL WATER HEATER 1 300 300 MBH GWH-1,2,3 & 4 GUEST ROOMS 4 300 1,200 MBH GWH-5 LAUNDRY 1 300 300 MBH PLAN �- . - R � � � CITY Y OF `i UKWILA P102 PLUMBING 2ND FLOOR PLAN P103 TOTAL 2,500 MBH REVIEWED FOR CODE COMPLIANCE APPROVED OCT 12 2DIB 'k.- W�_ City of Tukwila BUILDING DIVISION RECEIVED JUN 3 0 2016 TUKWILA PUBLIC WORKS Project Title Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. I Description Date Project number Date - JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING LEGEND & SCHEDULES DRAWING LIST DRAWING TITLE P001 SCHEDULES AND LEGEND PLUMBING P002 DETAILS PLUMBING P003 DETAILS PLUMBING P100 PLUMBING FOUNDATION PLAN ��F$E P101 PLUMBING 1 ST FLOOR PLAN �- . - R � � � CITY Y OF `i UKWILA P102 PLUMBING 2ND FLOOR PLAN P103 PLUMBING 3RD FLOOR PLAN P104 PLUMBING 4TH FLOOR PLAN JUN 2 9 2016 P105 PLUMBING 5TH FLOOR PLAN P200 PLUMBING PARTIAL PLAN PERMIT CENTER P300 PLUMBING DIAGRAMS P301 PLUMBING DIAGRAMS Project Title Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. I Description Date Project number Date - JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING LEGEND & SCHEDULES co CV N O r Mi11111►11f_1160FA 7 PVC PIPING HOT WATER OUT �S— G 11/4" GAS GAS VALVE PROVIDE REGULATOR AS REQUIRED FOR CORRECT SUPPLY PRESSURE DIRT LEG RELIEF VALVE PIPE TO FD (TYP) MOUNT WATER HEATER ON 4" CONC PAD GAS WATER HES 4" CONCENTRIC VENT TERMINATION ROOF 3" VENT (FLUE) PVC PIPING THERMOMETER 9 GAS WATER HEATER PIPING SCHEMATIC NO SCALE COLD WATER IN DRAIN VALVE (TYP) FINISHED FLOOR SEE DRAWINGS & SPECIFICATIONS FOR EXACT MOUNTING TYPE & SPACING ON ALL PIPING REFERENCE DETAIL: FOLLOWING PIPING 1 1/ " AND ABOVE PIPE INSERT AND PIPE SHIELD AT 1. DOMESTIC COLD AND HOT WATER PIPE SUPPORT 2. CHILLED WATER 3. RAIN WATER LEADERS 4. CONDENSATE DRAIN 5. REFRIGERATION PIPING PIPE SIZES 12" & LARGER HANGER BOLT SPACER SLEEVE SCH 40 STEEL PIPE PIPE INSERT ANI PIPE SHIELD AT SUPPORT 11 INSULATED PIPE HANGER & SUPPORT DETAIL NO SCALE 2 ELECTRICAL OUTLET PROVIDE PROPER LENGTH CORD TO REACH OUTLET SOLID COVER FINISHED FLOOR ELECTRICAL OUTLET ODA W PUMP POWER CORD PLUGS INTO PIGGYBACK CORD, PIGGYBACK CORD PLUGS INTO OUTLET PROVIDE PROPER LENGTH \ CORDS TO REACH OUTLET SOLID COVER FINISHED FLOOR INLET -SEE FLOOR PLANS FOR ORS AND SIZE A CONTINUATION PIGGYBACK FLOAT IN ON POSITION BASIN -SEE SCHEDULE FOR DIAMETER FOR TOTAL DEPTH PIGGYBACK FLOAT IN OFF POSITION NOTE: ONE PIGGYBACK FLOAT SWITCHES PUMP ON AND OFF 7 l DECK DRAIN SUMP DETAIL NO SCALE B NOTES: 1. AQUASTAT ON REMOTE END OF RECIRCULATION PIPING TURNS ON/OFF DOMESTIC RECIRCULATION PUMP. INDIRECT DISCHARGE - TO SANITARY SYSTEM +- GATE VALVE (FULL WAY) CHECK VALVE VENT THRU LOW ROOF DIMENSION SCHEDULE A INLET -SEE FLOOR PLANS B FOR SIZE AND C CONTINUATION 7T' POURED TOPPING WATERPROOF BASIN -SEE SCHEDULE FOR DIAMETER FOR o A TOTAL DEPTH PUMP ON u U B( PUMP OFF �c SUBMERSIBLE PUMP w/ INTEGRAL FLOAT ELEVATOR SUMP DETAIL 6 a. NO SCALE VENT TO ROOM ELECTRICAL OUTLET ODA W PUMP POWER CORD PLUGS INTO PIGGYBACK CORD, PIGGYBACK CORD PLUGS INTO OUTLET PROVIDE PROPER LENGTH \ CORDS TO REACH OUTLET SOLID COVER FINISHED FLOOR INLET -SEE FLOOR PLANS FOR ORS AND SIZE A CONTINUATION PIGGYBACK FLOAT IN ON POSITION BASIN -SEE SCHEDULE FOR DIAMETER FOR TOTAL DEPTH PIGGYBACK FLOAT IN OFF POSITION NOTE: ONE PIGGYBACK FLOAT SWITCHES PUMP ON AND OFF 7 l DECK DRAIN SUMP DETAIL NO SCALE B NOTES: 1. AQUASTAT ON REMOTE END OF RECIRCULATION PIPING TURNS ON/OFF DOMESTIC RECIRCULATION PUMP. INDIRECT DISCHARGE - TO SANITARY SYSTEM +- GATE VALVE (FULL WAY) CHECK VALVE VENT THRU LOW ROOF DIMENSION SCHEDULE A 3"MIN. B 12" C 6" INDIRECT DISCHARGE TO BACKWASH STANDPIPE - SEE FLOOR PLANS FOR SIZE AND CONTINUATION GATE VALVE (FULL WAY) ---- CHECK VALVE 3"MIN. B 12" C 6" 7T' DIMENSION SCHEDULE A 3"MIN. B 12" C 6" NO USED NO SCALE Rp7 RnrkFl 0XA1 NOTES: SUBMERSIBLE PUMP 1. RPZ BODY SHALL HAVE INTEGRAL UNIONS OR FLANGES TO ALLOW FOR REMOVAL. 2. BACKFLOW PREVENTER MUST BE MOUNTED HORIZONTALLY. RPZ BACKFLOW PREVENTER - INTERIOR WALL MOUNT DETAIL 5 NO SCALE 2. WATER HEATERS SHALL BE MOUNTED ON 4" CONCRETE CURB. 3. FOR WATER HEATER GAS AND VENT PIPING, SEE GAS WATER HEATER PIPING SCHEMATIC, THIS SHEET. 3" HOT WATER THERMOMETER OUT 3" 3" 3" 3" 3" 11' HOT WATER OUT, TYPICAL OF 3.1 1— — GAS GAS WATER WATER HEATER HEATER GAS WATER HEATER HOT WATER RECIRC PUMP RECIRC HOT WATER MAIN IN FROM SYSTEM a— 1 4 RCP THERMAL EXPANSION 1ABSORBER CHECK VALVE (TYP) ' 3"—\ V4 3 GAS WATER HEATER 8 l DOMESTIC HOT WATER HEATER PIPING SCHEMATIC - 4 WATER HEATERS NO SCALE ITEA 1 11-" COLD WATER IN (TYPICAL) ----UNION (TYP) COLD WATER IN SHUTOFF VALVE (TYP) CHECK VALVE (TYP) DECEIVE 11,4 CITY 06 TUKWIL.A JUN 29 20:6 PERINUT CENTER * 10 VAPOR BARRIER SEAL JOINING OF THERMAL INSULATION AND FIRE RATED INSULATION THRU SLEEVE * 2❑ THERMAL INSULATION Q PIPE SLEEVE THRU WALL OR FLOOR. (SEE SPEC'S) ® FIRE RATED INSULATION COMPLETELY THRU SLEEVE Q FIRE RATED WALL © CAULK ALL REMAINING OPENING AROUND FIRE RATED INSULATION AND PIPE SLEEVE w/ FIRE RATED CAULKING * FOR PIPING SPECIFIED WITH INSULATION. PIPE SLEEVE DETAIL THRU FIRE RATED WALL OR FLOOR NO SCALE 0 10" OR 16" w D_ D FILLER Lu GUIDE FABRICATED FROM PIPE w/ A MINIMUM OF 1/4" CLEARANCE BETWEEN SLEEVE AND INSULATION REQUIRED SLEEVE LENGTH: REQUIRED SUPPORTING ANGLE: 2 PIPE GUIDE NO SCALE ANCHOR TO STRUCTURE CONTINUC WELD PLATE TO MATCH ANGLE LEG Project Title Holiday Inn Express PIPE INSULATION IF SPECIFIED Tukwila, Washington Client InterContinental Hotels Group GNMENT GUIDES WELDED TO PIPE %'�� 1/8" MAXIMUM CLEARANCE F a BTW GUIDES AND SLEEVES UP TO 3" PIPE - 12" SLEEVE, 10" WELD 4" PIPE AND LARGER - 18" SLEEVE, 16" WELD UP TO 4" GUIDE - 2" x 2" x 3/16" 5" GUIDE AND LARGER - 3" x 3" x 3/16" REVIEWED FOR CO.DE COMPLIANCE APPROVED QXT1 9 2016 City of Tit Kcuila BUILDING DIVISION 1❑ SLEEVE PACKING AROUND SLEEVE AND I © PIPE W/O INSULATION 3❑ SLEEVE (SEE SPECIFICATIONS) ® WALL OR FLOOR M:\DETAILS-ABS ISCELLANEOUSI08.D WG PIPE SLEEVE DETAIL THRU WALL OR FLOOR WITHOUT INSULATION 3 NO SCALE WEEP HOLES 7T' POURED TOPPING WATERPROOF MEMBRANE vd a.a a. e v Q a Q A Q A PUSH GASKET -CONCRETE SLAB/ PRECAST PLANK WASTE PIPE M:\DETAILS-ABS\PLUMBING\PL44.DWG 4A RO Printed Name Signature Date Issued Reg. No. No. Description Date Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING DETAILS i \\ LAVATORY / / \ 1 /2" /(0 TRAP \ PF�MER CONNECTION N FLOOR DRAIN. TAILPIECE. SIOUX CHIEF #200-092 OR ZURN 1021 �t. FLOOR DRAIN/SINK / / / FINISHED FLOOR / / / / / / \ 0111,-1/27 FROM FIXTURE SEAL WATERTIGHT ♦ CONNECT 11Z' TO 1/2" BELOW \\ / TRAP. FLOOR \ NO -HUB CONNECTION ♦. TRAP PRIMER a FD IN 1ST FL rim INSTALLATION OF TRAP PRIMER LINE SHALL BE AS SHOWN TO PREVENT SEDIMENT SETTLING ON TRAP PRIMER VALVE FLOOD LEVEL OF FIXTURE SERVED M_C)" - 1 /T CW CW- SIZE AS SHOWN BALL VALVE ON PLAN DWGS. TRAP PRIMER VALVE TRAP PRIMER DISTRIBUTION UNIT (TYPICAL) PROVIDE AS REQUIRED. i/2" CW TRAP PRIMER LINES TO KITCHEN FLOOR DRAIN TRAPS. NOTES: CONTRACTOR TO DETERMINE PREFERRED LOCATION AND NUMBER OF TRAP PRIMERS. TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) TOILETS NO SCALE VENT PIPE I--,- SILICONE SEAL STAINLESS STEEL CLAMP OT STANDARD G.I. FLASHING WITH 4" MIN. FLANGES, AND 3 LB. LEAD PIPE JACK. FLANGES TO BE SET IN MASTIC WITH COMPOSITION STRIPPING OVER FLANGES. 1 PLY GLASS FIBER FABRIC, 1 LAYER COATED FELT SET IN ROOFING CEMENT TYP. VTR DETAIL NT$ BRASS CLEANOUT PLUG AND FERRULE-----�,. FINISHED FLOOR BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WASTE PIPING 1/8 BEND IF CLEANOUT— OCCURS AT END OF LINE COUNTERSUNK SCREW HEAVY DUTY ACCESS FRAME AND COVER �' TOP OF COVER SHALL BE FLUSH W/TOP OF FLOOR. CAST IRON 1/8 BEND NO HUB MAY BE USED FLOOR CLEANOUT DETAIL NO SCALE HEAVY DUTY C.I. COVER AND FRAM � CLEANOUT P A" /- 1 / FINISHED GRADE REVIEWED FOR CODE COMPLIANCE APPROVED �r OCT 12 2016 CHROME WALL AND SCREW PLUGGED TEE WITH CLEANOU' BALANCE OF PIPING SAM AS CLEANOUT TO GRADE WASTEXOR VENT A IRECEIVEE LINE NO HUB MAY SEP 2 1 2011. BE USED. FINISHED FLOOR Ptd*QW%LA 'ARK: 1/8" C.I. BEND REFERENCED ON DRAWING AS "WCO" CORREION LTR# WALL CLEANOUT DETAIL WCO NO SCALE RECEIVED CITY OF TUKWILA CLEANOUT DETAILS SEP 21 2016 Project Title Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.201: CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING DETAILS A 11 ---------------- ...... 1 .............................. 2 I I ................ ..... ...... ................... ....... ........................... ....... ........................... ....... .. ........................ ....... ........................... COORDINATE AND MODIFY AS NEEDED TO MEET REQUIREMENTS OLEQOL U STALGATft PO L PLUMBING WILL BE UNDER SEPERAT PERMIT --- - ------------ --- - ---------- - N ............... ------- ........................... ..... .........I- ....... ........................... ........ ----------------------- - - - - . ................... . ................... . ......... COORDINATE AND MODIFY AS NEEDED TO MEET REQUIREMENTS OF LAUNDRY EQUIPMEMT DESIGN AND INSTALLATION. G------------ -------------------------- ------ --------------- 11 ................ ------- 47 STACK FROM ABOVE SCHIER MODEL GB -50 249 GAL. GREASE CAPACITY, 125 GAL LI( K-- - - - ------- - ----- --- - - ----------- - - --------- ------- M!, ............... ....... ............. . ......... . ....... . . ........................ ....... 3 V up .... .... . ..... SAN FROM FD z V UP t CW SEE CIVIL Z' V up SAN FROM WC 27 SAN SLOPE 12% 37 V UP 7 "k -FROM FD DECK DRAIN SUMP 2'4' DIAMETER X 6-0" DEEP r. rff j: 4" ii! it - ----------------- - ---------------------- -_------_--- - 4" j`t SAN 27 V UP 4� SAN FROM TRENCH DRAIN f 27 SAN Z< 27 V UP 0 47 SAN FROM WC 1�u i" =0 0 s 27 SAN OR ZV UP— UJ 2" SAN FROM SHR - 6j0 Y J _J ZIED < = t- C (n (L 27 V UP -77 r........_._. . ................................... . . . ..... ........................... . ....................................... .. SAN FROM FD 4" 4" 4010317100 NIV80 >1030 VLJ) ......... . . ....... .......... - ----- - -- --------------- - ..... . ........... . ... . .. . .... .......... LF_ L . ........... ............. .................. .............. .. I 27 SAN FROI&�- L i WASHER ...... ....... . .. ........... 147 SAN FLOOR CLEANOUT 2"GW_"*� 27 V UP 3" GW FROM FLOOR SINK 27 V UP 27 GW FROM FLOOR DRAIN 31 S' SAN FROM DRAIN IN EXTERIOR TRASH ENCLOSURE WITH SCHIER Go -50 GREASE TRAP Al DISCHARGE FROM DRAIN AND LOCATED WITHIN THE ENCLOSURE, SEE CIVIL DWGS FOR COORDINATION 47 STACK FROM ABOVE Sp 4!' STACK FROM ABOVE 47 STACK FROM ABOVE ------------------- ----------------- -1-1 ....... .............. ....... ..... SLO 1: 2% co ...... -------------- .. .. ........................... ....... .......................... ---- -------------------------- ....... ...... ---------- -- .. ....... ... .............. ----------- ---- 2 SAN FROM FD 1-1/27 V UP ... ....... 4" 1 4* STACK FROM ABOVE 4!' STACK FROM ABOVE 4!' STACK FROM ABOVE 00r 4!' STA6K FRO V ABOVE ................ ....... .......... .............. ........ .......................... ....... --- -- ------------ ....... 67 SAN I f ELEVATOR SUMP & PUMP (APPROX. SLOF 17. 2% 2'-6"DIA x 7'-0" DEEP SUMP) ............ . 3"W To A DRY PAN DRAIN FOR ELEVATOR MIT 4!' STACK FROM ABOVE -e STACK FROM ABOVE - ----------- ---- ....... =-T ... ....... - ---- . ....... ------- ... ... .... . .................. ... ..... I-_.. -------- ..... .... ------- -- --- ..... N� .......... ------- ........................... ....... .................. .. 27 SAN _�,--2- SAN FROM FD ........... -------------- ------ .. . ...... ................ ............... 47\TAC % FROM ABOVE I 47 STACK FROM ABOYE 1-1/27 V UP 67 SAN SAN FROM FD IF --------------------------- 47 SAN 4!' SAN 1-1/2" V UP I oe STAC FROM ABOVE .... .......... ------------- 47 SAN STACK FROM ABOVE ................. ............... . N, D, v-, ............... ---------------- D C... ......... .. . . . . . ........ . ..... ...................................... SLO PE 2��:; .......... .... .. ... V ................ ............ . ............ 0) ..... .... .......is ............... 7 ......... ------ ----- SAN ------------- -------------------------------- - — - — --------- - - ---- - --- - ..... .. . . . ..... ... - - - ----- ---- - - -- - ---------------------- ----- --------------- — - ------ - ----- --------- --- — ------------------ - -- ------- ------ - ------- .......... . . . . ....... ... ....... ........................... ....... ........... . ......... .......... . .............. ....... ------------- . .............. ....... .......... - - - - - - - - - - - - - - - - - - - - - - - - - - - .. ... ... ........................................ MAIN BLDG 6 SANITARY I.E. 23.5' DRAINAGE. EXTEND WASTE PIPE OUT TO CIVIL AND CONNECT. VERIFY INVERT ELEVATION AND LOCATION W/CIVIL 2" V UP 4111 SAN FROM WC 27 V UP 27 SAN F�IOM FD 27 V UP L 27 V UP 27 SAN 4!11 SAN F�OM WC 7-Z' SAN FRIOM FD Z, V UP 4!' SAN FROM WC 2!' SAN 2" SAN ....... ........................... ------- .............. Z' SAN 4" SAN FROM WC 27 V UP WALL ................................................ �; i ............................................... ....... .......................... --- --- F ............ ------- - -------- ------- ------------------------ ....... ........................... ..... . ................. 011 Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal R, ,V WASq Q o APR 1A US Kipt R ES 10-15-2017 Printed Name ..------- .......... ........ .......... ........... .......... .... . ..... ........ . --- ...... .......... ........ ..... Signature .......... ........................... ...... .. ................ ........... ............ ........................................... .............. . .................. ..... . ........................... ------- .... ........... ...................... Date Issued REVIEWED FOR -ODE COMPLIANCE Reg. No. .. .... .. C A PPROVED No. Description Date Permit OCT 12 2016 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 City of Tukvii(a BUILDING DIVISION RECEIVED CITY OF TUMMA SEP 212016 ........................ PERARIT CENTER Project number Date ......... . ............ JUNE 08, 2015 Drawn by Checked by L DMP _JGD OUNDATION A .0 PLAN - PROD PLUMBING If V UP SAN FROM FD 15' SAN - X �� X 11 .............. � ...... - --- ------ . . ....... 4'- STACK FROM ABOVE- .... .......... 27 SAN 00r 4!' STA6K FRO V ABOVE ................ ....... .......... .............. ........ .......................... ....... --- -- ------------ ....... 67 SAN I f ELEVATOR SUMP & PUMP (APPROX. SLOF 17. 2% 2'-6"DIA x 7'-0" DEEP SUMP) ............ . 3"W To A DRY PAN DRAIN FOR ELEVATOR MIT 4!' STACK FROM ABOVE -e STACK FROM ABOVE - ----------- ---- ....... =-T ... ....... - ---- . ....... ------- ... ... .... . .................. ... ..... I-_.. -------- ..... .... ------- -- --- ..... N� .......... ------- ........................... ....... .................. .. 27 SAN _�,--2- SAN FROM FD ........... -------------- ------ .. . ...... ................ ............... 47\TAC % FROM ABOVE I 47 STACK FROM ABOYE 1-1/27 V UP 67 SAN SAN FROM FD IF --------------------------- 47 SAN 4!' SAN 1-1/2" V UP I oe STAC FROM ABOVE .... .......... ------------- 47 SAN STACK FROM ABOVE ................. ............... . N, D, v-, ............... ---------------- D C... ......... .. . . . . . ........ . ..... ...................................... SLO PE 2��:; .......... .... .. ... V ................ ............ . ............ 0) ..... .... .......is ............... 7 ......... ------ ----- SAN ------------- -------------------------------- - — - — --------- - - ---- - --- - ..... .. . . . ..... ... - - - ----- ---- - - -- - ---------------------- ----- --------------- — - ------ - ----- --------- --- — ------------------ - -- ------- ------ - ------- .......... . . . . ....... ... ....... ........................... ....... ........... . ......... .......... . .............. ....... ------------- . .............. ....... .......... - - - - - - - - - - - - - - - - - - - - - - - - - - - .. ... ... ........................................ MAIN BLDG 6 SANITARY I.E. 23.5' DRAINAGE. EXTEND WASTE PIPE OUT TO CIVIL AND CONNECT. VERIFY INVERT ELEVATION AND LOCATION W/CIVIL 2" V UP 4111 SAN FROM WC 27 V UP 27 SAN F�IOM FD 27 V UP L 27 V UP 27 SAN 4!11 SAN F�OM WC 7-Z' SAN FRIOM FD Z, V UP 4!' SAN FROM WC 2!' SAN 2" SAN ....... ........................... ------- .............. Z' SAN 4" SAN FROM WC 27 V UP WALL ................................................ �; i ............................................... ....... .......................... --- --- F ............ ------- - -------- ------- ------------------------ ....... ........................... ..... . ................. 011 Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal R, ,V WASq Q o APR 1A US Kipt R ES 10-15-2017 Printed Name ..------- .......... ........ .......... ........... .......... .... . ..... ........ . --- ...... .......... ........ ..... Signature .......... ........................... ...... .. ................ ........... ............ ........................................... .............. . .................. ..... . ........................... ------- .... ........... ...................... Date Issued REVIEWED FOR -ODE COMPLIANCE Reg. No. .. .... .. C A PPROVED No. Description Date Permit OCT 12 2016 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 City of Tukvii(a BUILDING DIVISION RECEIVED CITY OF TUMMA SEP 212016 ........................ PERARIT CENTER Project number Date ......... . ............ JUNE 08, 2015 Drawn by Checked by L DMP _JGD OUNDATION A .0 PLAN - PROD PLUMBING If SHEET P-101 CONSTRUCTION NOTES: A. VERIFY AND COORDINATE PIPE ROUTING WITH ALL TRADES PRIOR TO START OF CONSTRUCTION. B. DIVISION 22 CONSTRUCTION SHALL BE RESPONSIBLE FOR THE CORE DRILLING, CUTTING, PATCHING AND REPAIR OF ALL SURFACES NECESSARY FOR THE INSTALLATION OF ITEMS INSTALLED AS PART OF THE DIVISION 22 CONTRACT. PATCHING AND REPAIR TO MATCH SURROUNDING SURFACE. DO NOT DRILL THROUGH JOIST OR BEAMS. C. ALL FLOOR PENETRATIONS SHALL BE SEALED WATERTIGHT. D. ALL FLOOR DRAINS ARE 2" UNLESS NOTED OTHERWISE. E. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEANOUT LOCATIONS. F. REFER TO PLUMBING FIXTURE SCHEDULE, DETAILS/DIAGRAMS, SPECIFICATIONS FOR ADDITIONAL INFORMATION AND PIPE SIZES. G. PROVIDE SHUTOFF VALVES ON ALL BRANCH TAKE -OFFS FROM THE DISTRIBUTION PIPING. H. PROVIDE WATER HAMMER ARRESTOR ON SUPPLY SIDE OF ALL DOMESTIC WATER SOLENOID VALVES. I. IF REQUIRED. PROVIDE ACCESS PANELS FOR VALVES, HAMMER ARRESTORS, CLEANOUTS, ETC. COORDINATE AND VERIFY ALL LOCATIONS. SHEET P-101 KEYED NOTES: U ROUTE 4" WASTE & 2" VENT TO WATER CLOSET. ROUTE 4" WASTE STACK UP AND DOWN IN WALL TO SERVE WATER CLOSET ABOVE. O ROUTE 1 1/2" COLD WATER RISER UP IN WALL TO SERVE TOILETS ON EACH FLOOR. 3O ROUTE 2" WASTE UP IN WALL TO SERVE LAVATORY SINKS ON EACH FLOOR ABOVE. ROUTE 2" WASTE OVER AND CONNECT TO 4" WASTE STACK. O ROUTE 11/4" COLD AND HOT WATER RISERS UP IN WALL TO SERVE LAV'S/SHR'S/BT'S ON EACH FLOOR. O5 ROUTE 2" WASTE & 1-1/2" VENT TO SHOWERS ON EACH FLOOR ABOVE. ROUTE 2" WASTE STACK UP IN WALL TO SERVE SHOWERS ABOVE. OROUTE 2" WASTE & 1-1/2" VENT TO BATH TUBS ON EACH FLOOR ABOVE. ROUTE 2" WASTE STACK UP IN WALL TO SERVE SHOWERS ABOVE. O IN POOL ROOM, EXTEND 2" COLD WATER AND 1-1/4" GAS INTO ROOM. ROUTE 2" COLD WATER OVER TO AN APPROVED RPZ VALVE FOR THE POOL FILL EQUIPMENT. ROUTE A 3/4" COLD WATER OVER TO EACH HOSE BIBBS IN POOL EQUIPEMNT ROOM AND POOL ENCLOSURE. VERIFY AND COORDINATE LOCATIONS. ROUTE GAS LINE OVER TO POOL (HEATER) EQUIPMENT. PROVIDE VALVES AND REGULATORS AS REQUIRED. O PROVIDE 8" BACKWASH STANDPIPE IN POOL ROOM FOR BACKFLUSH. FROM THE 8" STANDPIPE, ROUTE 6" DRAIN DOWN THRU FLOOR. O ROUTE 3/4" COLD AND HOT WATER DOWN TO WASHERS AND 314" COLD WATER TO DRYERS. ROUTE 314" NATUAL GAS WITH REGULATOR VALVES TO EACH DRYER. DRAIN PIPE FROM EQUIPMENT SHALL BE DISCHARGED DOWN INTO TRENCH DRAIN. 10 PROVIDE CODE APPROVED BACKFLOW PREVENTER AT COFFEE MAKER AND DISWASHER. 11 PROVIDE 11/4" PERIMETER HOSE BIBB LOOP CONNECTED TO THE COLD WATER PIPING. 12 PROVIDE LINEAR SLOT DECK DRAIN CHANNEL TO SURROUND POOL. PROVIDE ALL REQUIRED CAPS, FITTINGS, AND DROPS OUT CONNECTIONS NECESSARY. DECK DRAINAGE CHANNEL IS SET LEVEL. CONNECT TO 4" PVC DECK DRAINAGE COLLECTOR INSTALLED BELOW DECK DRAIN CHANNEL, DECK DRAINAGE CHANNEL FITTINGS WITH 11/2" OUTLETS TO CONNECT TO DECK DRAINAGE COLLECTOR AT INTERVALS NOT TO EXCEED 16-0". DECK DRAINAGE COLLECTOR DISCHARGES TO THE DECK DRAIN BASIN. DECK DRAIN BASIN PUMPED DISCHARGES INDIRECTLY TO 8" BACKWASH STANDPIPE. ................ ....... COORDINATE AND MODIFY AS NEEDED E TO MEET REQUIREMENTS OF LAUNDRY EQUIPMEMT DESIGN AND INSTALLATION. I � 1 M - 3 ( 5 } 1 I � I I 2" V FROM BELOW 3" V FROM BELOW tel % COORDINATE AND MODIFY AS NEEDED TO MEET REQUIREMENTS OF KITCHEN EQUIPMEMT DESIGN AND INSTALLATION. I -3/4 "CW DN TO HB Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.2015 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 RECEIVED (OF TU KOLA SEP 2 12016 RPAI . CENTER Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD :::.. _ FIRST FLOOR -- PLAN - PLUMBING OJE cw m, 095 an SHEET P-102 CONSTRUCTION NOTES: A. VERIFY AND COORDINATE PIPE ROUTING WITH ALL TRADES PRIOR TO START OF CONSTRUCTION. B. DIVISION 22 CONSTRUCTION SHALL BE RESPONSIBLE FOR THE CORE DRILLING, CUTTING, PATCHING AND REPAIR OF ALL SURFACES NECESSARY FOR THE INSTALLATION OF ITEMS INSTALLED AS PART OF THE DIVISION 22 CONTRACT. PATCHING AND REPAIR TO MATCH SURROUNDING SURFACE. DO NOT DRILL THROUGH JOIST OR BEAMS. C. ALL FLOOR PENETRATIONS SHALL BE SEALED WATERTIGHT. D. ALL FLOOR DRAINS ARE 2" UNLESS NOTED OTHERWISE. E. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEANOUT LOCATIONS. F. REFER TO PLUMBING FIXTURE SCHEDULE, DETAILS/DIAGRAMS, SPECIFICATIONS FOR ADDITIONAL INFORMATION AND PIPE SIZES. G. PROVIDE SHUTOFF VALVES ON ALL BRANCH TAKE -OFFS FROM THE DISTRIBUTION PIPING. H. PROVIDE WATER HAMMER ARRESTOR ON SUPPLY SIDE OF ALL DOMESTIC WATER SOLENOID VALVES. I. IF REQUIRED. PROVIDE ACCESS PANELS FOR VALVES, HAMMER ARRESTORS, CLEANOUTS, ETC. COORDINATE AND VERIFY ALL LOCATIONS. SHEET P-102 KEYED NOTES: 10 EXTEND AND CONNECT 4[[ WASTE, 2" VENT AND 3/4" COLD WATER TO TANK TYPE WATER CLOSET FROM PLUMBING RISER, SEE RISER DIAGRAMS. O2 EXTEND AND CONNECT 11/2" WASTE, 1 1/2 VENT, 1/2 COLD AND 1/2 HOT WATER PIPING TO LAVATORY SINK FROM PLUMBING RISERS, SEE RISER DIAGRAMS. 30 EXTEND AND CONNECT 2 WASTE, 1 1/2 VENT, 3/4 COLD AND 3/4 HOT WATER PIPING TO SHOWER OR TUB FROM PLUMBING RISERS, SEE RISER DIAGRAMS. % -------------- .-------- -. ....... ........................... .._--- ------------------------- I.! t ;; 1 r fE. 2!-- -- -- - -- - -- -- --- -------:-- -- -- -- -- - ' f r r r ; f it Ii /f Ji It 1 � ! 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L0 ................... r--_-..-..--.-_ -_.... .-----.-_:.... -........ _ .-.._- ..._---------------------- ------[ ........ _...------._.................. .. - .....-....--..- - -- -- {............, _ - DC2) ........... ........................... _ x O Lr) 4/E . DR)¢¢yy�,t f' lal:, _cc,4 ),co, E DcnD3 III jtr r - O O 0 R o 0 N M ro N O M N N M : 0 - C -O ' i O :) O o S J to -- �I 2 :::_:::::::::::::::::... / 1/27 W TO ICE MAKER • 300 --------------------------- --- � E ! ; 300- \- _ - — ` ? i i € it €... ....................... ...................... � s ---.. ---- -- N i' ------ SAN DOW... . 300 ! 0 0 I. -8 P8 . ..: I .w m DO V RISER 97 SAN FROM FS} J ° 5 5 9=. CU 2 300 300: 300 5 1 2 2 1 I 1 2 5 1 1 2 5 2 1 1 2 0 0 3fl0 0 0 0 T 30p 0 300 � 0 0 0 3( —. ... s s .• ii � o I �'fi C15 co C13 3 CO - / ry M M (h C7 a _ _ .: .:..----- . ( 3 — - - - 77 7rT ,: — — --- - 1 ; ...------....... .....- .......................... ---- -- ----- ---- ------ ---- ---...... --- ---- - ' \,P300,)300 300 300 300IT300 300 1 2 I 2 Z 2 I 2 2 j ---------------- _9 I { G.2 ; I\ 7.4 3 IMP f f fJ ; ff f f Hroject i ive Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. Description 10 Permit 6.8.2015 I --------------------- ----------------------- -- - ...........-....--... IMP f f fJ ; ff f f Hroject i ive Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.2015 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 RECEIVED CITY OF TU KOLA SEP 21 2016 Project number Date PERMIT CENTE - JUNE 08, 2015 r! Drawn by Checked by DMP JGD r/ i? -------------::............. ........:mm� f ECO N D FLOO PLAN - PLUMBING PROJECT NORTH � P1 02 SHEET P-103 CONSTRUCTION NOTES: A. VERIFY AND COORDINATE PIPE ROUTING WITH ALL TRADES PRIOR TO START OF CONSTRUCTION. B. DIVISION 22 CONSTRUCTION SHALL BE RESPONSIBLE FOR THE CORE DRILLING, CUTTING, PATCHING AND REPAIR OF ALL SURFACES NECESSARY FOR THE INSTALLATION OF ITEMS INSTALLED AS PART OF THE DIVISION 22 CONTRACT. PATCHING AND REPAIR TO MATCH SURROUNDING SURFACE. DO NOT DRILL �� \ THROUGH JOIST OR BEAMS. ( A . ............... ......................................... C. ALL FLOOR PENETRATIONS SHALL BE SEALED WATERTIGHT. D. ALL FLOOR DRAINS ARE 2" UNLESS NOTED OTHERWISE. E. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEANOUT LOCATIONS. j F. REFER TO PLUMBING FIXTURE SCHEDULE, DETAILS/DIAGRAMS, SPECIFICATIONS FOR ADDITIONAL INFORMATION AND PIPE SIZES. G. PROVIDE SHUTOFF VALVES ON ALL BRANCH TAKE -OFFS FROM THE DISTRIBUTION PIPING.- _::::::_ H. PROVIDE WATER HAMMER ARRESTOR ON SUPPLY SIDE OF ALL DOMESTIC WATER SOLENOID VALVES. I. IF REQUIRED. PROVIDE ACCESS PANELS FOR VALVES, HAMMER ARRESTORS, CLEANOUTS, ETC. COORDINATE AND VERIFY ALL LOCATIONS. SHEET P-103 KEYED NOTES: �f-- -- - • - ----------------------------- ---- 1O EXTEND AND CONNECT 4" WASTE, 2" VENT AND 3/4" COLD WATER TO TANK TYPE WATER CLOSET FROM PLUMBING RISER. 2O EXTEND AND CONNECT 11/2" WASTE,1 1/2" VENT, 1/2" COLD AND 1/2" HOT WATER PIPING TO LAVATORY SINK FROM PLUMBING RISERS. 3O EXTEND AND CONNECT 2" WASTE, 1 112" VENT, 3/4" COLD AND 3/4" HOT WATER PIPING TO - SHOWER/TUB FROM PLUMBING RISERS. 1 � � r F.1 i------_---- 1 $ l--------------- -------- 3 ? 5 7 ; 10 I i f I , 1 2 i i 2.1 f 2.2 ) 4.1 ( G G.2 i f 7.3.4 0 1 10 1 i ..I U PROJECT NORTH /' Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. I Description Date CITY REVIEW 1 7.26.16 I X I CITY REVIEW 1 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD THIRD FLOOR PLAN - PLUMBING SHEET P-104 CONSTRUCTION NOTES: A. VERIFY AND COORDINATE PIPE ROUTING WITH ALL TRADES PRIOR TO START OF CONSTRUCTION. B. DIVISION 22 CONSTRUCTION SHALL BE RESPONSIBLE FOR THE CORE DRILLING, CUTTING, PATCHING AND REPAIR OF ALL SURFACES NECESSARY FOR THE INSTALLATION OF ITEMS INSTALLED AS PART OF THE DIVISION 22 CONTRACT. PATCHING AND REPAIR TO MATCH SURROUNDING SURFACE. DO NOT DRILL THROUGH JOIST OR BEAMS. C. ALL FLOOR PENETRATIONS SHALL BE SEALED WATERTIGHT. D. ALL FLOOR DRAINS ARE 2" UNLESS NOTED OTHERWISE. E. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEANOUT LOCATIONS. F. REFER TO PLUMBING FIXTURE SCHEDULE, DETAILS/DIAGRAMS, SPECIFICATIONS FOR ADDITIONAL INFORMATION AND PIPE SIZES. G. PROVIDE SHUTOFF VALVES ON ALL BRANCH TAKE -OFFS FROM THE DISTRIBUTION PIPING. H. PROVIDE WATER HAMMER ARRESTOR ON SUPPLY SIDE OF ALL DOMESTIC WATER SOLENOID VALVES. I. IF REQUIRED. PROVIDE ACCESS PANELS FOR VALVES, HAMMER ARRESTORS, CLEANOUTS, ETC. COORDINATE AND VERIFY ALL LOCATIONS. SHEET P-104 KEYED NOTES: 1O EXTEND AND CONNECT 4" WASTE, 2" VENT AND 314" COLD WATER TO TANK TYPE WATER CLOSET FROM PLUMBING RISER. 2O EXTEND AND CONNECT 11/2" WASTE, 1 112" VENT, 1/2" COLD AND 1/2" HOT WATER PIPING TO LAVATORY SINK FROM PLUMBING RISERS. 3O EXTEND AND CONNECT 2" WASTE,1 1/2" VENT, 3/4" COLD AND 314" HOT WATER PIPING TO SHOWER/TUB FROM PLUMBING RISERS. r ---------- ------ 1 i ------------- --- ( f,2 G ; 10 A 1 t .......................... i ............................................. ------------- ---...................... ..---. ------ ---< J 2 ....... 1 ) l � , -------------------------- — r ---------- ------ 1 i ------------- --- ( f,2 G ; 10 A 1 t .......................... i ............................................. ------------- i --------------------- I ------ ---------------i 1" 2 1 G 1. 2 2.! i2.2 1 4.1 G. 1 G,21 7.3 17.4, a i 10 ; ---...................... ..---. ------ ---< J 2 ....... 1 ) l � , i --------------------- I ------ ---------------i 1" 2 1 G 1. 2 2.! i2.2 1 4.1 G. 1 G,21 7.3 17.4, a i 10 ; -------------- M REVIEWED FOR CODE COMPLIANCE APPROVED OCT 12 2016 Ld/ U�,9E BUCLiDING �"jVISION ; RECEM-0 CITE' OF TUMLA SEP 21 2016 OD PROJECT NORTH Hroject i ine Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal . ItT�Fp�., EXPIRES 10-15-2017 Printed Name Signature Date Issued Reg. No. No. I Description Date CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD FOURTH FLOOR l PLAN - 1PLUMBING Z61 ---...................... ..---. ------ ---< J 2 -------------- M REVIEWED FOR CODE COMPLIANCE APPROVED OCT 12 2016 Ld/ U�,9E BUCLiDING �"jVISION ; RECEM-0 CITE' OF TUMLA SEP 21 2016 OD PROJECT NORTH Hroject i ine Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal . ItT�Fp�., EXPIRES 10-15-2017 Printed Name Signature Date Issued Reg. No. No. I Description Date CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD FOURTH FLOOR l PLAN - 1PLUMBING Z61 SHEET P-105 CONSTRUCTION NOTES: A. VERIFY AND COORDINATE PIPE ROUTING WITH ALL TRADES PRIOR TO START OF CONSTRUCTION. B. DIVISION 22 CONSTRUCTION SHALL BE RESPONSIBLE FOR THE CORE DRILLING, CUTTING, PATCHING AND REPAIR OF ALL SURFACES NECESSARY FOR THE INSTALLATION OF ITEMS INSTALLED AS PART OF THE DIVISION 22 CONTRACT. PATCHING AND REPAIR TO MATCH SURROUNDING SURFACE. DO NOT DRILL THROUGH JOIST OR BEAMS. C. ALL FLOOR PENETRATIONS SHALL BE SEALED WATERTIGHT. D. ALL FLOOR DRAINS ARE 2" UNLESS NOTED OTHERWISE. E. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEANOUT LOCATIONS. F. REFER TO PLUMBING FIXTURE SCHEDULE, DETAILS/DIAGRAMS, SPECIFICATIONS FOR ADDITIONAL INFORMATION AND PIPE SIZES. G. PROVIDE SHUTOFF VALVES ON ALL BRANCH TAKE -OFFS FROM THE DISTRIBUTION PIPING. H. PROVIDE WATER HAMMER ARRESTOR ON SUPPLY SIDE OF ALL DOMESTIC WATER SOLENOID VALVES. I. IF REQUIRED. PROVIDE ACCESS PANELS FOR VALVES, HAMMER ARRESTORS, CLEANOUTS, ETC. COORDINATE AND VERIFY ALL LOCATIONS. SHEET P-105 KEYED NOTES: 1O EXTEND AND CONNECT 4" WASTE, 2" VENT AND 3/4" COLD WATER TO TANK TYPE WATER CLOSET FROM PLUMBING RISER. O2 EXTEND AND CONNECT 11/2" WASTE, 1 1/2" VENT, 112" COLD AND 1/2" HOT WATER PIPING TO LAVATORY SINK FROM PLUMBING RISERS. O3 EXTEND AND CONNECT 2" WASTE, 11/2" VENT, 3/4" COLD AND 3/4" HOT WATER PIPING TO SHOWER FROM PLUMBING RISERS. OPROVIDE 3/4" RECIRCULATING HOT WATER PIPING WITH BALANCING AND SHUTOFF VALVES TO SERVE EACH HOT WATER RISER. SET BALANCE VALVES TO 0.5 GPM. .2 :--- ------------ --_... G:................ ... 5 G.2 7.3 11) Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature 1 Date Issued Reg. No. No. Description Date Permit 6.8.2015 5 G.2 7.3 11) Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.2015 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD FIFTH FLOOR th PLAN - I H II II IE H :1 11 11 It STANDPIPE, 1-1/2" V AT WASHER BOX Z' GW, 1-1 /27 V 1 IZ' H&CW 2" V FROM BELOW-� 1/2" H&CW 1/2- H&CW TO WASHER BOX H&CW MAINS, SEE P101 MIXING VALVE FOR SHR/EYEWASH 1-1?2!' V FROM BELOW 1/27 H&CW TO SHR 1" HN&CW -I-- - - - - - - - - - ------ - - - ---- - - - - - - - - - - - - -------------- V: P-12 V FROM BELOW I------------------- ----------- ------ UJ - --- - - - — ----------- ;III1 T i P-6 P -,4A 11C Z V ...... . ........ SAN, 1-1/27 2 1 /Z CW I III .................... 727 SAN, 1-1/27 V 1/27 H&CW 27 V FROM BELOW 1" CW 3/4" HW LIP P -1A Z V FROM BELOW ................... ................ ------ :7q.T..n . ....... .................... ................ ... .HW T ..... ........... Q. I[ I _7 HW ' J SCALE: 114"=19-0r 3/4"11 EiW TO LAVS NAL 11 URINAL .,-P-3A 2" V FROM BELOW 27 V FROM BELOW 27 SAN, 1-1/27 V& 3/47 CW AT UR 3/4r CW TO WC Z' SAN, 1-1 /2" V & 3: ./,4r CW AT UR 2" SAN, 1-11Z' V& 1/27 H&CW 27 SAN, 1-1 /27 V & 1 IZ' H&CW ....................... ....... ........................... ....... I .......................... ...... ................ V REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1-2 2016 City a -rU'k-'v'Aa BUILD(UG INViSION RECEIVED CITY OF 'If U KVALA SEP 21 2016 PERMIT CENTER Project Title Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal a EXPIRES is -1 -2017 Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6,11,2015 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD PARTIAL PLANS - PLUMBING P200 GAS PRV, �2 PSI TO 10 WC ------------------ ....... ... . ................. . - -4 -- ----- - -------------------- -- - ------------------------- - . . ............. . ....................... -- . . ..................... GAS PRV, 2 PSI TO 10') 1-1/4" GAS TO\3\ DRYERS (495 MBH) SCALE: 1/4' =1'-0" 2 PSI GAS SERVICE FROM METER 100 LF DEV LENGTH, TOTAL LOAD 3,158 MBH 1-1 2 1 1 )1 2 PSI GAS (1,566 MBH) D G ........................ ....... . .... ................ ........ ....................... ....... ........ I .................. ....... .., .......... I ............. ....... .... I ............... ........................... ...... 1 2 P S I GAS TO GENERATOR BEHIND TRASH ENCLOSURE 01 ME r, .......... Seal REVIEWED FOR CODE COMPLIANCE APPROVED, OCT 12 2016 city 113UILDING UVIS ONJ' Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.2015 CITY REVIEW 7.26.16 CITY REVIEW 9.13.16 2" V (8 DFU) I 1 I I I I I I 1-1/Z V I SHOWER (2 DFU) SAN I 1 I I I SHOWER (2 DFU) I k Imo, I I 2" SAN (4 DFU) I I I SHOWER (2 DFU) 1-1/2" V� ! 1-1/2" V� 3/4" H&CW FROM RISERS AT LAV (TYPICAL) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) 1-1/Z SHOWER (2 DFU) 2" SAN (6 DFU) SHOWER (1.5 CWFU) 2" SAN (8 DFU) SHOWER (1.5 HWFU) =BOIL /QM\ A■ ■0�AMEN @MftA A®® 10016 ■off A® ® Aft .iW� SCALE: NONE 3/4" HW 1-1/2" V (4 DFU) I 1-1/2" V (1.5 OR BATH I I I (3 LAV (1 DFU) I I 2" SAN (1.5 CWFU) I h� 1 1-1/2" V I I I LAV (1 DFU) I I 2" SAN OR BATH TUB 1-1/2" V I TO SHR I 1 LAV (1 DFU) I I 2" SAN 3/4" 1-1/2" V 1" 3/4" HW TO LAV (1 DFU) 2" SAN 2" SAN (4 DFU) 1-1/2" V� 3/4" H&CW FROM RISERS AT LAV (TYPICAL) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) 1-1/Z SHOWER (2 DFU) 2" SAN (6 DFU) SHOWER (1.5 CWFU) 2" SAN (8 DFU) SHOWER (1.5 HWFU) =BOIL /QM\ A■ ■0�AMEN @MftA A®® 10016 ■off A® ® Aft .iW� SCALE: NONE 3/4" HW TO SHR 1 HWFU) (1.5 OR BATH TUB (3 HWFU) 3/4" CW TO SHR (1.5 CWFU) OR BATH TUB (3 CWFU) 3/4" HW TO SHR (1.5 HWFU) -J® OR BATH TUB (3 HWFU) 3/4" CW TO SHR (1.5 CWFU) OR BATH TUB (3 CWFU) 3/4" 1" 3/4" HW TO OR BATH TUB 3/4" CW TO OR BATH TUB 3/4" RHW BALANCING VALVE SET AT .5 GPM 1 /2" HW TO LAV (.75 HWFU) 1/2- CW TO LAV (.75 CWFU) LAV (1 WFU) 3/4" CW (3.75 CWFU) � HW (7.5 HWFU) HW (10.5 HWFU) 3/4" CW (7.5 CWFU) SHR (1.5 HWFU) (3 HWFU) SHR (1.5 CWFU) (3 CWFU) 3/47 HW TO SHR 1.5 HWFU OR BATH TUB (3 HWFU) ) 3/4" CW TO SHR (1.5 CWFU) 1CW (14.25 CWFU) OR BATH TUB (3 CWFU) HW (15 HWFU) TYP. GUEST ROOML STACKS 1-1/4" LAV (1 WFU) 1" CW (10.5 CWFU) LAV (1 wFu) 1" CW (11.25 CWFU) Y 1-1 /4" CW (15 CWF LAV (1 WFU) U) SCALE: NONE 2" V (8 DFU) I 1 I I BATH TUB (2 DFU) 2" SAN BATH TUB (2 DFU) 2" SAN (4 DFU) SHOWER (2 DFU) 3/4" H&CW FROM RISERS AT LAV (TYPICAL) BATH TUB (3 CWFU) BATH TUB (3 HWFU) BATH TUB (3 CWFU) BATH TUB (3 HWFU) SHOWER (1.5 CWFU) =LOOR DRAIN SHOWER (1.5 HWFU) 1-1/2" V BATH TUB (2 DFU) 2" SAN (6 DFU) BATH TUB (3 CWFU) BATH TUB (3 HWFU) 2" SAN (8 DFU) GUEST ROOMSTACK / 3 BATH TUBS 1 SHED SCALE: NONE 1-1/2" V SEPERATE RISERS TO MEET SUDS RELIEF, SECTION 711.1 EXCEPTION (2) 1-1/2" V� 1-1/2" V� 2" V (8 DFU) I 1 I I BATH TUB (2 DFU) 2" SAN BATH TUB (2 DFU) 2" SAN (4 DFU) BATH TUB (2 DFU) 3/4" H&CW FROM RISERS AT LAV (TYPICAL) BATH TUB (3 CWFU) BATH TUB (3 HWFU) BATH TUB (3 CWFU) BATH TUB (3 HWFU) BATH TUB (3 CWFU)) BATH TUB (3 HWFU) 1-1/2" V BATH TUB (2 DFU) 2" SAN (4 DFU) 2" SAN (4 DFU) BATH TUB (3 CWFU) 2" SAN (8 DFU) BATH TUB (3 HWFU) 4\ / r% 0%1 I I'm A 4 r% 0% 0% A A rs T A �N A A■/ A SCALE: NONE I 2" V (12 DFU) I 1 2" V I 1 - WC (3 DFU) I I 4" SAN I I I�1 2'V 1 I I WC (3 DFU) I I 4" SAN RISER I WC (2.5 CWFU) I 1 2" V I I I WC (3 DFU) I I V 3/4" CW (3 DFU) SAN 2 DFU) TY. GUEST ROOMC STACKS 3/4" CW WC (2.5 CWFU) 3/4" (2.5 CWFU) 3/4" CW 1" (5 CWFU) 3/4" CW WC (2.5 CWFU) 1-1 /4" CW (7.5 CWFU) WC (2.5 CWFU) 1-1/2" CW (10 CW FU) 2" WC 4' (1 SCALE: NONE 2" V (8 DFU) I 1 I i BATH TUB (2 DFU) 2" SAN SHOWER (2 DFU) 2" SAN (4 DFU) SHOWER (2 DFU) 3/4" H&CW FROM RISER AT LAV (TYPICAL) REVIEWED FOR S CO®A� ROVE SCE OCT 12 2016 City Of Tukwila BUILDING DIVISION BATH TUB (3 F�t-- BATH TUB (3 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) SHOWER (1.5 CWFU) SHOWER (1.5 HWFU) 1-1/2" V UEC i"IvEM� �r, SHOWER (2 DFU) PITY Y O Ua��,�° IL 2" SAN (6 DFU) SHOWER (1.5 CWFU) JUN 2 g 2016 SHOWER (1.5 HWFU) PERMUT CE14TER I' AN Seal Printed Name Signature Date Issued Reg. No. _ No. Description Date Permit 6.8.2015 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING RISER DIAGRAMS 1-1/2" (10) CWFU) 1 (15 CWFU) 300 (27 CWFU) o (57 CWFU N? Qa a 3 w ZU w ina� 1-1/4"5 (15 CWFU) 301 1-1/2"2 (10 CWFU)(301 2 1-1 2" EA. (10 CWFU) 300 5 1-1 4" (15 CWFU) WOO F'4-0"'�\l 4" 5 300 (15 CWFU) 1 1-1 2" EA /' 300 (10 CWFU) (35 CWFU) 1-1/2" 300 (15 CWFU) ��— (75 CWFU) FROM BOOTSER PUMP 2" (560 CWFU) 1 47 (15 CWFU) (10 CWFU) (15 CWFU) 1-1/4" 3/4" SEE PART PLAN P200 (6 CWFU) (15 CWFU) (10 CWFU) (15 CWFU) 1 1 (3279 CWFU) I (385 CWFU) 3" (15 CWFU) (10 CWFU) (15 CWFU) (15 CWFU) (10 CWFU) 300 (15 CWFU) SEE PART PLAN P200 (20 CWFU) 1" 1 1-1 4" 5 SEE PART PLAN P200 1300 (15 CWFU) (7 CWFU) 3234 CWFU) 3/4" TO ICE MAKERS (4 CWFU) (224 CWFU 2" 300 (10) CWFU)F 2209 CWF L) 5 1-1/4" 300 (15 CWFU) 134 CWFU 1 (134 CWF 2 U „ 2" 5 5 300 (15 CWFU) 300 (15 CWFU) 2 1-1/2" 300 (10) CWFU) 300 (10) CWFU) 1-1/4" 5 (15 CWFU) 300 (15 CWFU) 300 1-1/2" 2 1-1/2" r2 (10 CWFU) 300 (10 CWFU) 300 (77 2" DOMESTIC COLD WATER SCALE: NONE (10 CWFU) (15 CWFU) r- (75 CWFU) 1-1/2" (50 CWFU) (25 CWFU) 1-1/2" - 2 (15 CWFU) 300 300 (10) CWFU) 5 1-1/4" 300 (15 CWFU) 2 1-1/2" 300 (10) CWFU) SEE PART PLAN P--- (7 HWFU) 300 (15 HWFU) 1-1/4" (22 HWFU) -7 -1/4" 15 HWFU) (37 HWFU) 1-1/2" 1-1/4" (15 HWFU) i 1-1/4" r5 (15 HWFU) 300 5 1-1 /4" 300 (15 HWFU) I FROM WATER HEATERS FROM GWH-5 (15 HWFU) GWH-1,2,3 &4 (33 HWFU) 1 5 1-1/4P 1-1/4" 5 300 (15 HWFU) (15 HWFU) 300 (45 HWFU) (325 HWFU) I 1-1/4" (15 HWFU) I I TO WASHERS & SINK-/ (15 HWFU) SEE PART PLAN P200 - (4 HWFU) SEE PART PLAN P200 (4 HWFU) (56 HWFU) 1-1 /2" 5 1-1/4" 300 (15 HWFU) (15 HWFU) 5 1-1/4" 300 (15 HWFU) (295 HWFU) (274 HWFU) 3" 1 -- 1 5 1-1/4„ 300 (15 HWFU) (259 HWFU) 3" I (240 HWFU) 3" 1-1/4 300 (15 HWFU) (225 HWFU) 3" 5 1 300 (15 H XP D SEE PART PLAN P200 (4 HWFU) (191 HWFU) 3/4" I I (176 HWFU) 5 1-1/4" 300 (15 HWFU) 1 1 (86 HWFU) (101 HWFU) 2" (271 HWFU) 5 1-1/4" i00 (15 HWFU) 5 300 (15 HWFU (161 HWFU) 2" 041 5 1-1/4" (116 HWFU) 1 300 (15 HWFU) -- (1 1/27 (101/2FU)-- 5 1-1/4" 5 1-1/4" 300 (15 HWFU) 300 (15 HWFU) 5 1-1/4" 300 (15 HWFU) ,-01EVIEINED FOR CODE COMPLIANCE APPROVED OCT 1.2 2016 City of Tukwila DUILDING DIIiISION (15 HWFU) DOMESTIC HOT WATER SCALE: NONE (GI T Y OF TMMLA"k JUN 2 9 2Q�6 �N Project Title Holiday Inn Express Tukwila, Washington Client InterContinental Hotels Group Seal EXPIRES 7 # f f Printed Name Signature Date Issued Reg. No. No. Description Date Permit 6.8.2015 Project number Date JUNE 08, 2015 Drawn by Checked by DMP JGD PLUMBING RISER DIAGRAMS