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Permit PG15-0087 - BOEING EMPLOYEES CREDIT UNION (BECU) - ROUGH-IN PLUMBING
BECU 12770 GATEWAY DR PG 15-0087 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.gov PLUMBING/GAS PIPING PERMIT Parcel No: 2716000075 Permit Number: PG15-0087 Address: 12770 GATEWAY DR Issue Date: 10-(0-Ir Permit Expires On: 1/30/2016 Project Name: BOEING EMPLOYEES CREDIT UNION Owner: Name: BOEING EMPLOYEES CREDIT UNI Address: PO BOX 97050, SEATTLE, WA, 98124 Contact Person: Name: TERESE ANDERSON Address: 1221 SECOND AVE N , KENT, WA, 98032 Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AVE N , KENT, WA, 98032- 2945 License No: HERMACLO05BJ Lender: Name: Address: "I , DESCRIPTION OF WORK: Phone: (206) 200-7801 Phone: (206) 575-9700 Expiration Date: 8/25/2016 PROVIDE AND INSTALL 6 DRINKING FOUNTAINS, 5 HOT WATER DISPENSERS, 5 DOUBLE COMPARTMENT SINKS, 5 GARBAGE DISPOSALS. 7 ICE MAKER VALUE BOXES WITH RPBP, 1 FLOOR DRAIN, 5 WATER FILTERS, 5 WATER CONNECTIONS, 1 TRAP SEAL INSTALLATION OF Five (5) REDUCED PRESSURE BACKFLOW PREVENTERS REQUIRE A SEPARATE PUBLIC WORKS INSPECTION; CALL PW @ 206 433-0179 TO SCHEDULE. Valuation of Work: $43,702.00 Fees Collected: $326.96 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: LC/ Date: !D (o Ils 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 �and agree to the conditions attached to this permit. 9 Signature: ��V �' Date: (_0 Print Name: 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: *************** PUBLIC WORKS DEPARTMENT CONDITIONS ********************* REDUCED PRESSURE BACKFLOW Installations require a separate Public Works Inspection. Contractor shall call Tukwila Public Works at (206) 433-0179 to schedule backflows inspection with Mr. Dave Stuckle, Public Works Inspector. 16: REDUCED PRESSURE BACKFLOW PREVENTERS shall be installed per manufacturers specifications and tested by a certified backflow tester. Copies of passing backflow test reports shall be submitted to Dave Stuckle, Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWI • Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hn://www.TukwilaWA._oovv SITE LOCATION Plumbing/Gas Permit No. VIIU r Project No. Date Application Accepted: Date Application Expires: _ 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" King Co Assessor's Tax No.:Z'?1 ( lCMD-S Site Address: 1277o 671A ✓-t-r ca VU S Suite Number: Floor: 1 (P Tenant Name: ftEc-U New Tenant: ❑ .....Yes &.No PROPERTY OWNER Name: Address: 'Z77-?O C5?Gl i%1� S City:-bkw'``q State: Zip,Rglws CONTACT PERSON — person receiving all project communication Name: K Address: 12-2-k 19L?2 City: -�- State: LA)1a� Zip6ft32— Phone: ZS 3 Spt =11 cr / ax: Email: �Vt2l5cxti� help � Valuation of Project (contractor's bid price): $ Y ) - PLUMBING CONTRACTOR INFORMATION Company Name: .VIP . ,rna Address:.12Z�, �2YV90e P City: State: lZy;�'C Zip�Se�r, 2 Phone: Z6S 3 , Fax: �J Contr Reg No.: H EQ-M R Exp Date: o gzsS11 Tukwila Business License No.: ! Scope of Work (please provide detailed information): icw- C-o�k ky)SA-&-\` ((07 p6vnKkndn '(53 Htr\- dseer&Vs , (S) ubLe.Cr�M �+te a' SY�1r3,�5� &vjwc� 1:G¢..maicev UaLue bo�eJ,l�i-kt� rAOur drG.iv� t �5� wti 1 5,��� l (•Yiv�2cT cans, (t) "fYt�{� Sec�1 Building Use (per Int'l Building Code): 7-0 1 2 5 Occupancy (per Int'l Building Code): 0r)MMe►zLiCe Utility Purveyor: Water: Sewer: Fi:\Applications\Fortis-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 Ldocx Revised: August 2011 Page 1 of 2 bh Indicate type of plumbing fixtures and/or,_ , piping outlets being installed and the quantit, low: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5 Fixture Type Qty Bidet Drinking fountain or water cooler(per head �O Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain t Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 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 OWNER OR AJ,ITHORIZED AGENT: Signature: Print Name: Mailing Address: Date: Q % 1 3 Q ( (s Day Telephone: Z53 -3 SR -'-7 19 -7 1A q8-03 -.,> City state Zip H:\Applications\Forms-Applications On Line\201 1 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $264.08 PG15-0087 Address: 12770 GATEWAY DR Apn: 2716000075 $264.08 PLUMBING $251.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $219.00 TECHNOLOGY FEE $12.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6350 R000.322.900.04.00 0.00 $12.58 $264.08 Date Paid: Tuesday, October 06, 2015 Paid By: HERMANSON COMPANY Pay Method: CREDIT CARD 151673 Printed: Tuesday, October 06, 2015 1:57 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,160.58 M15-0098 Address: 12770 GATEWAY DR Apn: 2716000075 $2,097.70 MECHANICAL $2,097.70 PLAN CHECK FEE R000.322.102.00.00 0.00 $2,097.70 PG15-0087 Address: 12770 GATEWAY DR Apn: 2716000075 $62.88 PLUMBING $62.88 PLAN CHECK FEE TOTAL. R000.322.103.00.00 0.00 $62.88 . 1 .58 Date Paid: Thursday, July 30, 2015 Paid By: KAYLENE LARSON Pay Method: CREDIT CARD 830403 Printed: Thursday, July 30, 2015 3:28 PM 1 of 1 C#? SYSTEMS INSPECTION RECORD s� C1U0'7 Retain a copy with permit INSPECTION 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 Proj t: r Ty of Inspection: Address: lL 1 Date Called: Special Instructions: Date Wante a.m 7 p.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: w Date: M g -7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD iS -QUA Retain a copy with permrt INSPE 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: Ty of Inspection: r Address: Date Called: 17770 �+ 1 Special Instructions: Date Want .m. 20 JG I!Fe—questeF 3 "t 7, v Phone No: Approved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORDUs- 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 Project:� Ccu T�,yc�Re of Inspection: tCtuol ,'A • i3%'&1G Address: 127`20 4!5--i-euRy b ie Date Called: Special) In tructions: Date Wanted:: m. i I�L,16 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: V, Date - /S,_ 'K ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. K INSPECTION RECORD Retain a copy with permitPS 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: 67cv Ty of Inspection: RIAJC, ZWAt- Address: 2*7?0 � 1qJ Date Called: Specia�l�nstruect�inons: (Ii (pr al� �V �' KL Date Wanted* a.m )16 p.m.� Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. Iinspector: ,/I C— Iuatep'3 —r Ir— I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit s-- 60o 7 CTION 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 'e�'G� Typf�lnsp�;ction; _ ( l��lJ-T-t�� Address: /� / Date Call : Special ^�Instrufctionsn: '�1� /✓�N� /'�1 / Date Wanted, a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. E Corrections required prior to approval. spector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit �C�(S� �G9 7 INS ON N0. 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 IInnsp Ktion: Address: 7i7 7© % Date Called: Special Instructions: T f l((rGLk 6 �/ l Date Wanted: .. a.m. '7✓ i p.m. t Requester: Phone No: r Approved per applicable codes. 1-1 Corrections required prior to approval. .Inspector: Date: i 9=c�— 1 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 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:n u .( Type of ins Lion: d tl vZo Address: ;). ,,f �D Date Called: Special Instructions:t Date Wanted: a. l/ p.m. Re ester: "-' I P�e N 5 2,06 Approved per applicable codes. Corrections required prior to approval. COMMENTS: kr Inspector: ��� .Q Date: f ` , El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. ✓C- INSPECTION RECORD Retain a copy with permit 15 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: _C OlY/�/ Type of IP1� c , Address: I iD CAI h✓ Date Called: Special Instructions: Date Wanted: a.m. Requester: n, /, Phone N �6- LJ Approved per applicable codes. LJ Corrections required prior to approval. 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 �S 7 INS ON N0. 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 ct: - Typef Inspe tion: j I`�D1 Address: ;� �-776 Ga��jR Pr Date Calle . Special instructions: Date Wanted _ a.m. p.m. l� Requester: Trg ( s l& L".i,�--� Phone r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ili INSPECTION RECORD Retain a copy with permit 1 P6T - 00 INSP N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type f Inspectio rb Lir(r4 Address: 12,`7 70 66 & kPr- Date Called: Special Instructions: Date Wanted: ) t� a.m. Q .. IJ p.m. Requ erg / V" 'a sro Phone No: Approved per applicable codes. LJ Corrections required prior to approval. C/ Inspector: pate: (o- L7-(r ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. LA Series LF009 $'• 29 2015 Reduced Pressure Zone Assemblies P, iRL&WOR - Sizes:'/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for 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 Y4" — 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 2'/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" — 2" (8 — 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. The assembly shall 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: LISC; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LF009. LF009 Test Cock No. 3 Ball Type Test Cocks Test Cock No. 2 ti bmfldTl/a 7 ■ W V111mR.P. Zone bo„ a■ ES-LF009 Test Cock No. 4 Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Inquire with governing authorities for local installation requirements NOTICE 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 begin- ning the installation of this product. *The wetted surface of this product contacted by consumable 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 measurements, INWATM please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.942 1 r;.1 no A7 Available Models: 1/4" — 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S-FDA - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball 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:'/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 LF0090T furnished with quarter -turn, full port, resilient seated, Lead Free' cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" 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'/4" - 2" (8 .50m'M)' Suitable for supply pressure up to 175psi (12 bar). Waterfi tMpe'rature: 33°F - 1.80°F ( O - G ) - Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 1.75psi (12'T';bar) and water. temperature at 110°F (43°C) continuous, 140°F (60oC) intermitterlf: Standards USc ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. 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) DRAINMODEL r for 909, 009 and 993 sizes A B in. mm in. mm in. mm lbs. kgs. 909AGA '/a"-%z" 009, Yz 13 2% 60 3'/B 79 0.625 0.28 '/4" 009M2/M3 909AGC '/4"-1" 009/909, 1 25 3'/4 83 47/8 124 1.5 0.68 1 "-1'/z" 009M2 909AGF 1'/4"-2" 009M1, 2 51 4'/B 111 6'/4 171 3.25 1.47 1'/4"-3" 009/909, 2" 0091V12 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 7% 187 11'/4 286 15.5 7.03 909ELA ''/4"-'/z" 009,'/4" 009M2/M3 - - - - - - - - 909ELC '/4"-1" 009/909 - - 2'% 60 2/e 60 0.38 0,17 * 909ELF 1'/4"-2" 009M1, - - Vp, 92 35% 92 2 0.91 1'/4"-2" 009/909, 2" 009M2 4" -6" 993 * 909ELH 21/2"-3" 009/909 - - - - - - - - Vertical .• Dimensions and Weight:'/4" - 2" (8 - 50mm) LF009 LF009 1/4" — 2" (ON) DIMENSIONSSIZE i in. mm A in. mm in. B mm in. C mm D in. min L in. mm M in mm in N mm lbs. kgs. /4 8 10 250 4% 117 3% 86 1'/4 32 5'/2 140 2'/e 60 2'h 64 5 2 e '/2. [A 15 10 250 4% 117 3% 86 1'/4 32 51/2 140 2% 70 2'/4 57 5 2 /4 JOIZ4 2735 2 '/ 8 1 Y 3 '/ 7 3/6 8 '/ 7 A i 2 2 2 2 4 1'/4 32 17/B 441 6 150 31/2 89 2'/2 64 11 % 289 4'/16 113 3'/2 89 15 6 1'/2 40 17/B 454 6 150 31/2 89 2'/2 64 11'/B 283 4% 124 4 102 16 7 2 50 21% 543 7/4 197 4112 114 3'/4 83 13'/2 343 55/6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 ien SIZE DIMENSIONSSTRAINER in. mm M in. mm in. N mm in. Nit mm lbs. kgs. 2'/2 65 10 254 6'/2 165 91/4 248 28 12.7 3 80 10Ya 257 7 178 10 254 34 15.4 tClearance for servicing Watts G-4000 Series QT — Ball Valves OD(APPROX.) WEIGHT in. mm A in. mm C in. mm D in. mm E in. mm L in. mm R in. mm U in. mm lbs. kgs. LF009LF 2'/2 65 — — — — 4%2 114 — — 18'/B 460 — — 10% 270 76 34.5 LF0090SY 2'/2 65 33Y4 845 157/B 403 4'/2 114 16% 416 18'/B 460 7'/4 197 105% 270 166 75.3 LF009NRS 2Y2 65 33'/4 845 11% 289 4'/2 114 16'% 416 18'% 460 7/4 197 106% 270 161 73.0 LF0090TFDA 2'/2 65 33Y4 845 6 152 4'/2 114 16'% 416 18'/B 460 7/4 197 105/e 270 150 68.0 LF009LF 3 80 — — — — 4'/2 114 — — 18% 460 — — 10% 270 76 34.5 LF0090SY 3 80 34'/4 870 18'/2 470 4'/2 114 16% 422 18%B 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 34%4 870 1 N44 324 4'/2. 114 16% 422 18'% 460 83/4 222 105% 270 191 86.6 LF0090TFDA 3 80 34'/4 870 7 178 41/ 114 165% 422 18'/B 460 83/4 222 105% 270 158 71.7 • "► Capacity Performance as established by an independent testing laboratory. 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi %" (8mm) LF009QT kPa psi 1%" (32mm) LF009M20T 138 20 172 25 117 17 138 20 96 14 103 15 76 11 69 10 55 8 35 5 35 5 �P 0 .25 60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm OP 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4,6 mps kPa psi 3/a" (10mm) LF0090T kPa psi 1 ° (40mm) LF009M20T 138 20 207 30 117 17 172 25 96 14 138 20 76 11 103 15 55 8 69 10 35 5 35 5 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm �P 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm APO 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 172 psi 25 VP " (15mm) LF0090T 138 20 loge 103 15 69 10 35 5 AP 0 1 2.5 5 7.5 10 12.5 15 gpm 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 EEEN ■■NN wool 124 NEON ' ■■NI r =_■ FA■■N NE■1 41 ' ■■NI 1 1 ■EOI .P 1 1 kPa psi 207 30 172 138 103 69 35 0 25 20 15 10 3/a" (20mm) LF009M3QT 10 14 18 22 26 30 34 38 53 68 84 99 114 129 7.5 15 2.3 4.6 1" (25mm) LF009M2QT 38 42 46 gpm 144 160 175 Ipm fps mps 0 5 10 20 30 40 50 60 70 80 gpm OP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps INOWAT" 0 A Watts Water Technologies Company kPa psi 2" (50mm) LF009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 20 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 2V2" (65mm) LF009 172 25 138 20 103 15 69 10 35 5 t 0 �P Itt 0 25 50 75 100 125 150 175 200 225 250 gpm 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 172 psi 25 3" (80mm) LF00,9 * +F 138 20 103 15 69 10 35 5 0 0 �P 0 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 1045 1140 1235 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 © 2014 Watts City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/3/2017 TERESE ANDERSON 1221 SECOND AVE N KENT, WA 98032 RE: Permit No. PG15-0087 BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR S Dear Permit Holder: 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 5/27/2017, 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. QOTO 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 5/27/2017, 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, tV 1 Rachelle Ripley Permit Technician File No: PG15-0087 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 06, 2015 KAYLENE NELSON 1221 SECOND AVE N KENT, WA 98032 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0087 BOEING EMPLOYEES CREDIT UNION - 12770 GATEWAY DR S Dear KAYLENE NELSON, 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: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Your drawings show installation of several Reduced Pressure Principle Assemblies, however none were listed on the 2nd page of the Plumbing Permit application. First page of application states 7 icemakers valve boxes with RPPA but drawings show only 1 on each floor. Which floor will have 2 installed? Please clarify how many RPPAs will be installed and list it on the P0.00 or P0.01 drawing. 2) Submit backflow cut sheet and circle the backflow device to be installed. 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 accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, fmoL(/"Rachelle Riple Permit Technician File No. PG15-0087 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 a Fax 206-437-3665 i�'erm q- IS - I�III�S deco RECEIVED CITY OF TUKWILA OCT 01 lob PERMIT CENTER PERMIT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0087 DATE: 09/18/15 PROJECT NAME: BECU SITE ADDRESS: 12770 GATEWAY DR Original Plan Submittal X Response to Correction Letter # I DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued Building Division ❑ Fire Prevention ❑ Planning Division ❑ mq& �O 61�qk Public Works 0, Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/22/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/20/15 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: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0087 DATE: 07/31/15 PROJECT NAME: BOEING EMPLOYEE CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued Building Division 0 Fire Prevention ❑ Planning Division ❑ Public Works ® Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/04/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/01/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED:/ Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ P4 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/14/2015 Response to Incomplete Letter # Plan Check/Permit Number: PG 15-0087 v/ Response to Correction Letter # FG15-n" Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: BECU Corporate Office Remodel Project Address: 12770 Gateway Dr Tukwila, WA 98168 Contact Person: Terese Anderson Phone Number: (206) 200-7804 Summary of Revision: Clarification ' of location and quantity of our RPPA's. See drawings dated 8/12/2015. Sheet Number(s): r-C) • (-) \ : T_ L - U\ "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: zr Entered in Permits Plus on aj&_111-5 4 ate of revision %,tA Z.,o(1 +�rrvemm c r ru► SEP 14 2015 Z. e)Q0 H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 -Revision Submittal.doc Revised: May 2011 HERMANSON COMPANY LLP Horne Inicio en Espanol Contact Page 1 of 3 Search L&I Safety Washington State Department of Labor & Industries HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN,KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP A-'L Lndex Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 1221 2ND AVE N KENT, WA98032-2945 206-575-9700 KING County WA UBI No. Business type 602 004 844 Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HERMACL005BJ Effective — expiration 01 /1112000— 08/26/2016 Bond WESTERN SURETY CO $12,000.00 Bond account no. 929381801 Received by L&I Effective date 12/01/2005 01/01/2006 Expiration date Until Canceled https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 10/06/2015 PLUMBING /PIPING ABBREVIATIONS A AIR COMPRESSED AIR INV INVERT ABS ACRYLONfTRITE BUTADIENE STYRENE IRW IRRIGATION WATER ABV ABOVE IW INDIRECT WASTE AC AIR COMPRESSOR KWH KILOWATT HOUR AD ACCESS /DOOR/AREA DRAIN/AIR DRYER KEC KITCHEN EQUIPMENT CONTRACTOR AADJ DD/ADD'L ��ACENT/A�JUST4OOR ADJUSTABLE/ADJUSTMENT LBV/LBS POUND/POUNDS AFF ABOVE FINISHED LBS/HR POUNDS PER HOUR AFG ABOVE FINISHED GRADE LPG LIQUID PROPANE GAS AP ACCESS PANEL LPS LOW PRESSURE STEAM ARCH ARCHITECT LWf LEAVING WATER TEMPERATURE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS MAX MAXIMUM ATM ATMOSPHERE ATMOSPHERIC MBH 1000 BRITISH THERMAL UNITS PER HOUR BHP BRAKE HORS POWER/BOILER HORSEPOWER MCA MINIMUM CIRCUIT AMPACIiY BLDG BUILDING MECH MECHANICAL BOP BOTTOM OF PIPE MFR MANUFACTURER BOT BOTTOM MIN MINIMUM/ MINUTE BS BLACK STEEL MISC MISCELLANEOUS BTU BRITISH THERMAL UNIT MM MILLIMETERS BTUH BRITISH THERMAL UNITS PER HOUR MPS MEDIUM PRESSURE STEAM COND CONDENSATE MTD MOUNTED CA COMPRESSED AIR N NITROGEN C TO C CENTER TO CENTER NA NOT APPLICABLE CAP CAPACITY/END CAP NC NORMALLY CLOSED/ NOISE CRITERIA CB CATCH BASIN NG NATURAL GAS CENT CENTRIFUGE/CENTRIFUGAL NIC NOT IN CONTRACT CFF CAP FOR FUTURE NO NORMALLY OPEN/ NUMBER CFM CUBIC FEET PER MINUTE NO2 NITROUS OXIDE Cl CAST IRON NOM NOMINAL CLG CEILING NP NON -POTABLE CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CO CLEANOUT/COMPANY/CARBON MONOXIDE 02 OXYGEN CO2 CARBON DIOXIDE OC ON CENTER COL COLUMN OD OUTSIDE DIAMETER/DIMENSION/ OVERFLOW DRAIN CONC CONCRETE ODP OPEN DRIPPROOF COND CONDENSATE ORD OVERFLOW ROOF DRAIN CONN CONNECT CONNECTED CONNECTION OVHD OVERHEAD CONT CdNTINU US/CONTIN ATION PD PRESSURE DROP/ PIT DRAIN/ PUMP DISCHARGE CONTR CONTRACTOR PERF PERFORATED COORD COORDINATE PH PHASE CPVC CHLORINATED POLYVINYL CHLORIDE PLBG PLUMBING CT COOLING TOWER POC POINT OF CONNECTION CU CUBIC/COPPER/CONDENSING UNIT PRESS PRESSURE CW DOMESTIC COLD WATER PRV PRESSURE REDUCING VALVE DCVA DOUBLE CHECK VALVE ASSEMBLY PS PRESSURE SWITCH DDC DIRECT DIGITAL CONTROL PSF POUNDS PER SQUARE FOOT DEG DEGREE DEGREES PSI POUNDS PER SQUARE INCH DI DEIONIZ D WATER PSIG POUNDS PER SQUARE INCH GAUGE DIA DIAMETER PVC POLYVINYL CHLORIDE DIFF DIFFERENTIAL/DIFFERENCE/DELTA QiY QUANTITY DISCH DISCHARGE R RISER / RETURN DN DOWN RCVR RECEIVER DOM DOMESTIC RD ROOF DRAIN/ REFRIGERANT DISCHARGE DR DRAIN RECIRC RECIRCULATING/ RECIRCULATE DS DOWNSPOUT RED REDUCE/ REDUCING DWG DRAWING REF REFERENCE DWV DRAIN, WASTE AND VENT REG REGULATOR EA EACH RL RAIN LEADER/ REFRIGERANT LIQUID EFF EFFICIENCY RPBP REDUCED PRESSURE BACKFLOW PREVENTER EL ELEVATION RPM REVOLUTIONS PER MINUTE ELEC/ELECT ELECTRICAL ELECTRIC RS REFRIGERANT SUCTION EMER EMERGENCY RV RELIEF VALVE ENT ENTERING RVD RELIEF VALVE DISCHARGE EQUIP EQUIPMENT S SOIL/ SUPPLY ERW ELECTRIC RESISTANCE WELDED SAN SANITARY ES EMERGENCY SHOWER SAT SATURATION ET EXPANSION TANK SD STORM DRAIN EWC ELECTRIC WATER COOLER/ ' S_C SEATTLE _ CODE EVAPORATIVE WATER COOLER SECT SECTION EWf ENTERING WATER TEMPERATURE SO SCREENED OPENING EXIST EXISTING SOL SOLENOID EXP EXPANSION/EXPOSED/IXPLOSION PROOF SOLV SOLENOID VALVE EXT EXTERNAL EXTERIOR SP STATIC PRESSURE/ SPRINKLER F FAHRENHEIT FEED/FILTER SPEC SPECIFICATION FA FACE AREA FIRE ALARM SQ SQUARE FCO FLOOR CL N OUT SQ FT SQUARE FEET FD FLOOR DRAIN SS SANITARY SEWER FDN FOUNDATION STRUC STRUCTURAL FF FINISH FLOOR SUCT SUCTION fFD FUNNEL FLOOR DRAIN TBD TO BE DETERMINED FIC FURNISHED AND INSTALLED BY CONTRACTOR TD TEMPERATURE DIFFERENTIAL. FIO FURNISHED AND INSTALLED BY OWNER TEMP TEMPERATURE/ TEMPORARY FLEX FLEXIBLE THERM THERMOMETER FLR FLOOR TOP TOP OF PIPE FOIC FURNISHED BY OWNER INSTALLED BY OTHERS TP TRAP PRIMER FP FREEZE PROOF/FIRE PROTECTION lYP TYPICAL FPM FEET PER MINUTE UG UNDERGROUND FPS FEET PER SECOND UNO UNLESS NOTED OTHERWISE FPWH FREEZE PROOF WALL HYDRANT UPC UNIFORM PLUMBING CODE FS FLOOR SINK, FLOW SWITCH UR URINAL FT FOOT FEET UfIL UTILITY GA/GAL GALLON V VENT( VOLT E� ACUUM AIR DLV GARAGEZED VA VALVDRAIN/GARBAGE DISPOSAL VAC VOLTS ALTERNATING�URRENT/ VACUUM GC GENERAL CONTRACTOR VB VACUUM BREAKER GEN GENERAL VEL VELOCITY/ VERIFY EXACT LOCATION GND GROUND VERT VERTICAL GPH GALLONS PER HOUR VOL VOLUME GPM GALLONS PER MINUTE VR VENT RISER HB HOSE BIBB VTR VENT THROUGH ROOF HD HEAD W WASTE/ WIDTH/ WATT HDR HEADER V/O WITH HG MERCURY WITHOUT HORIZ HORIZONTAL WASTE ANESTHESIA GAS DISPOSAL HOA HAND -OFF -AUTOMATIC WC WATER CLOSET HP HORSEPOWER WCO WALL CLEANOUT HR HOUR WH WALL HYDRANT/ WATER HEATER/ WATT HOUR HT HEIGHT HEAT TRACE WLD WELDED HW DOMESTIC HOT WATER WM WATER METER HWC DOMESTIC HOT WATER CIRCULATING WO WASTE OIL HX HEAT EXCHANGER WP WATERPROOF/ WEATHERPROOF HZ HERTZ WR WASTE RISER IA INSTRUMENT AIR Wf WATERTIGHT WEIGHT IBC INTERNATIONAL BUILDING CODE WWP WORKING WATER PRESSURE ICW INDUSTRIAL COLD WATER ID INSIDE DIAMETER[DIMENSION IE INVERT ELEVATION IN INCH/INCHES IN WG INCHES WATER GAUGE INSUL INSULATE/INSULATION PLUMBING /PIPING LEGEND ELBOW UP E) ELBOW DN VALVE IN DROP VALVE IN RISE DIRECTION OF FLOW DIRECTION OF SLOPE DOWN REDUCER TEE OUTLET UP TEE OUTLET DOWN -�I�- UNION PIPE ANCHOR EXPANSION JOINT STRAINER WITH BLOWDOWN VALVE D4 GATE VALVE GLOBE VALVE � BALL VALVE CHECK VALVE PRESSURE REDUCING VALVE ^TO FLOW BALANCING VALVE (AUTO OR MANUAL) T&P RELIEF VALVE V GAS COCK LINE CLEANOUT PRESSURE GAUGE WITH GAUGE COCK THERMOMETER FLEXIBLE CONNECTION ABOVE WALL CLEANOUT PLUG OR CAP - T - WATER HAMMER ARRESTOR BUTTERFLY VALVE SOLENOID VALVE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER METER METER T P&T PORT EXISTING PIPING DEMO PIPING WASTE - - - - - - - - - VENT - - - DOMESTIC HOT WATER -RECIRCULATING - - DOMESTIC HOT WATER - DOMESTIC COLD WATER AV --- ACID VENT AW --- ACID WASTE GRW- GREASE WASTE SD - STORM DRAIN OSD - OVERFLOW STORM DRAIN NPCW/NPHW NON -POTABLE COLD/HOT WATER DI DEIONIZED WATER WAGD WASTE ANESTHESIA GAS DISPOSAL V VACUUM CA COMPRESSED AIR CO2 --- CARBON DIOXIDE N2 NITROGEN NO2 NITROUS OXIDE 02 OXYGEN MA MEDICAL AIR MV MEDICAL VACUUM MPS(#) MEDIUM PRESSURE STEAM SUPPLY MPR(#) MEDIUM PRESSURE STEAM CONDENSATE RETURN LPS(#) LOW PRESSURE STEAM SUPPLY LPR(#) LOW PRESSURE STEAM CONDENSATE RETURN COND CONDENSATE 0 FLOOR CLEANOUT o FLOOR DRAIN / SINK PUMP O ROOF DRAIN OR OVERFLOW DRAIN JQ ® PLUMBING FIXTURES WC-1 PLUMBING FIXTURE DESIGNATION ® POINT OF CONNECTION eRISER 1 DESIGNATION PLUMBING EQUIPMENT DESIGNATION Q1 -- DRAWING (CIRCLE NOTE) REFERENCE PLUMBING /PIPING GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2012 IBC, 2012 UPC, 2012 WSEC & 2012 IMC. 2. PLUMBING WORK CONSISTS OF WORK SHOWN ON DRAWINGS, DETAILS & DIAGRAMS. THE WORK INCLUDES FURNISHING, INSTALLING, SYSTEM INTEGRATION, TESTING, AND ASSURING PERFORMANCE OF THE SYSTEMS IN ACCORDANCE WITH REQUIREMENTS. THE WORK MAY INCLUDE ELECTRICAL AND ELECTRONIC COMPONENTS AS DESCRIBED IN THE CONTRACT DOCUMENTS. 3. VERIFY SYSTEM AND PERFORMANCE REQUIREMENTS TO ENSURE SYSTEM OPERATES AS DESIGNED. 4. LOCATION AND DETAIL OF ALL EQUIPMENT AND EQUIPMENT CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL EQUIPMENT AND ARRANGEMENT AND INSTALL IN ACCORDANCE WITH OTHER TRADES' APPROVED SUBMITTALS AND DETAIL DRAWINGS AS APPLICABLE. 5. PROVIDE SUPPORTS FABRICATED FROM STEEL MEMBERS FOR INSTALLATION OF EQUIPMENT AS REQUIRED BY EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS OR AS SHOWN ON THE DRAWINGS. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE LATEST AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL. 6. PROVIDE ANCHOR BOLTS OF THE SIZE, TYPE, AND LENGTH RECOMMENDED BY THE EQUIPMENT MANUFACTURER, AS REQUIRED BY EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS OR AS SHOWN ON THE DRAWINGS. 7. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR PIPES, DUCTS, AND EQUIPMENT AS SPECIFIED OR AS SHOWN ON THE DRAWINGS. IF REQUIRED FOR INSTALLATION, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAMES TO MEET THE SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. WIRES FOR CEILING SYSTEM, ETC... SHALL NOT BE HUNG FROM PLUMBING EQUIPMENT OR PIPING SUPPORTS. 8. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 9. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF CEILING OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING TILES, IN THE CENTER OF ROOMS, OR WHERE SHOWN ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT SHOWN ON ARCHITECTURAL PLANS, OBTAIN DIRECTION FROM THE ARCHITECT PRIOR TO INSTALLATION. 10. COORDINATE ROOF CURB AND FLASHING REQUIREMENTS WITH ARCHITECTURAL PLANS. 11. ROOM NAMES AND NUMBERS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR PROPER NAMES AND NUMBERING SEQUENCE. 12. COORDINATE LOCATION OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES FOR REMOVAL AND SERVICE OF LIGHTING FIXTURES AND ACCESS FOR MAINTENANCE OF EQUIPMENT. 13. PLUMBING DRAWINGS DO NOT INDICATE ALL INTERFACING EQUIPMENT AND COMPONENTS. COORDINATE WITH OTHER PROJECT DRAWINGS AND DOCUMENTS FOR WORK OF OTHER TRADES. 14. MAINTAIN HEADROOM CLEARANCES PER MINIMUM OSHA STANDARDS OR AS ALLOWED BY THE AUTHORITY HAVING JURISDICTION UNLESS NOTED OTHERWISE. 15. COORDINATE ALL SLAB PENETRATIONS AND SLEEVES WITH THE GENERAL CONTRACTOR PRIOR TO EACH CONCRETE POUR. 16. PROVIDE TRAP PROTECTION & TRAPS ON ALL FLOOR DRAINS, AND TRENCH DRAINS, EXCEPT WHERE DRAINS FLOW INTO OIL/WATER SEPARATORS OR STORM WATER VAULTS. 17. FOR WATER HEATERS, INSTALLED IN UNCONDITIONED SPACES OR ON CONCRETE SLABS, AN INSULATED INCOMPRESSIBLE FLOOR PAD (R-10 MINIMUM) IS REQUIRED. 18. PIPING INSULATION SHALL COMPLY WITH THE LATEST APPROVED VERSIONS OF THE INTERNATIONAL MECHANICAL AND ENERGY CODES AS DESIGNATED BY THE LOCAL JURISDICTION. 19. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. MOTOR EFFICIENCIES TO MEET OR EXCEED CODE MINIMUM. 20. ELECTRICAL METERING OF SYSTEMS AS REQUIRED BY ENERGY CODE SECTION C409 IS BY ELECTRICAL. THE ELECTRICAL DESIGN & CONTRACTOR TEAM WILL FURNISH THE NECESSARY ELECTRICAL DISTRIBUTION AND METERING COMPONENTS - SEE ELECTRICAL DRAWINGS. THE MECHANICAL CONTRACTOR WILL FURNISH A BUILDING MANAGEMENT SYSTEM CAPABLE OF COLLECTING AND STORING THE INFORMATION. A PERMANENT AND VISIBLE DISPLAY IS TO BE PROVIDED FOR EACH BUILDING, READILY ACCESSIBLE TO OPERATION AND MANAGEMENT PERSONNEL. 21. WASTE AND STORM DRAIN PIPE SHALL BE SLOPED AT J" PER FOOT UNLESS OTHERWISE NOTED. DRAWING INDEX SHEET NO. SHEET TITLE CURRENT REVISION PO.00 LEGEND ABBREVIATIONS GENERAL NOTES & SHEET INDEX - PLUMBING PO.01 SCHEDULE SHEET - PLUMBING 1 P2.01 1 ST FLOOR PLAN - PLUMBING 1 P2.02 2ND FLOOR PLAN - PLUMBING P2.03 3RD FLOOR PLAN - PLUMBING 1 P2.04 4TH FLOOR PLAN - PLUMBING 1 P2.05 5TH FLOOR PLAN - PLUMBING 1 P2.06 6TH FLOOR PLAN - PLUMBING 1 APN NUMBER 2716000075 LEGAL DESCRIPTION GATEWAY CORPORATE CENTER PARCEL A OF CITY OF TUKWILA SHORT PLAT NO 89-1-SS RECORDING NO 8904120877 SD SHORT PLAT DAF - LOT 7 OF GATEWAY CORPORATE CENTER VICINITY MAP NO SCALE'~ SITE MAP MINIMUM PIPE INSULATION LAST UPDATED: 01/10/14 FLUID DESIGN INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (INCH) OPERATING TEMPOF CONDUCTIVITY RANGE MEAN TEMP RATING OF <1 1 TO <1-1/2 1-1/2 TO <4 4 TO <8 >8 HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER) >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 1 125 1 1.5 11.5 2.0 2.0 2.0 105-140 0.21-0.28 1 100 1 1.0 1 1.0 1.5 1.5 1.5 DOMESTIC COLD WATER AND HORIZONTAL RAIN LEADERS TO FIRST VERTICAL RAIN LEADER 40-60 1 0.21-0.27 1 75 1 0.5 7 0.5 1 1.0 1.0 7 1.0 COOLING SYSTEMS (CHILLED WATER, BRINE AND REFRIGERANT, WATERSIDE ECONOMIZER SYSTEMS)** 40-60 0.21-0.27 75 0.5 0.5 1 1.0 1 1.0 1 1.0 <40 0.20-0.26 75 0.5 1.0 1 1.0 1 1.0 1 1.5 NU I KtQUIKtU [-UK b I KAINtKS, (:UN I KUL VALVtb & t$ALANLINU VALVtS A55ULIA I tU WI I H PINING 1" UK LESS IN DIA. ** TYPICAL CONDENSER WATER PIPE IN NON -ECONOMIZER SYSTEMS DOES NOT REQUIRE INSULATION NO SCALE Lf COPY Permit No.�1� Plan review approval is subject to errors and omi Approval of construction documents does not au the violation of any adopted code or ordinance. I of approved Field Copy and conditions is accknow By: Data: iD l City of Tukwila BUILDING DIVISION CORRECTOW 4 ISSUE FOR PERMIT Hermonson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLO05BJ TUKWILA CORPORATE OFFICE NEIGHBORHOOD FINANCIAL CENTER 12770 GATEWAY DR S TUKWILA, WA 98168 x 36149 4 NAL Revisions 08 12 15 PERMIT CORRECTION DWN 07 30 15 DWN ISSUE FOR PERMIT 07 20 15 DWN 100% PROGRESS SET 06 16 15 DWN 85% PROGRESS SET 04 20 15 DWN 75% PROGRESS SET 03 23 15 DWN 35% PROGRESS SET No. Date By Description Design Team Design DWN Drawn FVP Checked DTN Scale AS NOTED Proiect Number 11-15-05682 Drawing Number D-0195-05682 Issue Date 07/30/15 SEPARATE PERMIT REQUIRED FOR: Q PI mbirg Gas Piping City of Tukwila EGEND, ABBREVIATIONS, PENERAL NOTES & SHEET INDEX - PLUMBING CITY OF TUKWILA SEP 14 2015 r,dosfte > e ,* Of wtir or appro of ' 'I ''Ta Buildim, G;visi€�n. MOT2. Rcvi``.^n wa mquin;, a r.- -► pa" r :V tal ru"LUMBING FMURE CONNECTION L LAST UPDATED 7/28/15 SYMBOL DESCRIPTION TYPE MANUFACTURER AND MODEL NUMBER HW CW W I V ST IREMARKS WBF-1 WATER BOTTLE FILLER FILTERED SURFACE MOUNT ELKAY EZH2O MODEL LZWSSM 1/2 1 1/4 1 DF-1 DRINKING FOUNTAIN/BFS (ADA) INDOOR WALL MOUNT ELKAY EZH2O MODEL LZSTL8WSLK (DRINKING FOUNTAIN WITH BOTTLE FILLING STATION) 1/2 1 1/4 1 DW-1 DISHWASHER UNDERCOUNTER, UNIT BY OTHERS - 1/2 - 1 - - 2 IH-1 INST-HOT WATER DISPENSER S.S. BLACK HANDLE ONE-PIECE CONSTRUCTION INSINKERATOR MODEL HOT1, 115V, 500W, 4.3A 1/4 - S-1 DOUBLE COMPARTMENT SINK S.S. DOUBLE COMPARTMENT, COUNTERTOP JUST DL-1925-A-GR, WITH BASKET STRAINER FAUCET: ZURN Z7870C 1/2 1/2 2 1 1/2 - 4 GD-1 GARBAGE DISPOSAL RUGGED GALVANIZED STEEL CONSTRUCTION INSINKERATOR BADGER 5 WITH 1/2HP 5 IMB-1 ICE MAKER BOX PLASTIC OUTLET BOX WATER TITE PLASTIC ICE MAKER OUTLET BOX 1/2 6 FD-1 FLOOR DRAIN NICKEL BRONZE ROUND ADJUSTABLE STRAINER JR SMITH 2O05-A - - 2 1 1 2 - 7 WF-1 WATER FILTER BREAK AREA UNDER COUNTER PENTEK BFS-201 & CBC-10 - - - - - - CM-1 COFFEE MAKER UNIT BY OTHERS - - 1/2 - - - 3 TPS-1 TRAP SEAL DRAIN INSERT NO TRAP PRIMER JR SMITH 2692 - - - - - 8 1 PROVIDE ELKAY EXH2O 115V/60HZ 1 PHASE, WATERSENTRY PLUS 3000 2 DISHWASHER PROVIDED BY OTHERS. CONNECT DRAIN TO SINK TAILPIECE WITH DRAIN AND WATER SERVICE & SHUT OFF BY PLUMBING CONTRACTOR. PROVIDE WITH EASTMAN AIRGAP FITTING AT SINK 3 WATER SERVICE & SHUT OFF BY PLUMBING CONTRACTOR 4 PROVIDE JUST J-35 SS CUP STRAINER WITH REMOVABLE BASKET, 1 1/2 17 GA P-TRAP CHROME PLATE, BRASSCRAFT LOOSE-KEY.LAV SUPPLY KIT CHROME PLATED WITH BRAIDED FLEXIBLE HOSE. 5 PROVIDE 120V/60HZ, 6.3 AMPS 6 RECESSED IN WALL. ICE -MAKER ON FIRST FLOOR TO INCLUDE HS-5061 DRAIN PUMP ASSEMBLY 7 PROVIDE TRAP PRIMER, PRECISION PLUMBING PRODUCTS P/N-PO-500 8 IAPMO LISTING REQUIRED, SIZE TO MATCH FLOOR DRAIN CONNECTION. FLOOR DRAIN BUCKET REQUIRED IF DEBRIS IS EXPECTED TO ENTER DRAIN. REDUCE® PRESSURE BACFLtJ i"REVE TE��- UPDATED: 08 12 15 UNIT TAG LOCATION SERVES BASIS OF DESIGN MODEL # OR TYPE MIN GPM MAX GPM JOINT TYPE IN PSI OUT PSI REMARKS RPBP-101 1ST FLOOR ICEMAKER WATTS ES-LF009-1/2" 0.25 1 THRD 40 23 1 RPBP-301 3RD FLOOR ICEMAKER WATTS ES-LF009-1 2" 0.25 1 THRD 40 23 1 RPBP-401 4TH FLOOR ICEMAKER WATTS ES-LF009-1/2" 0.25 1 THRD 40 23 1 RPBP-501 5TH FLOOR ICEMAKER WATTS ES-LF009-1/2" 0.25 1 THRD 40 23 1 RPBP-601 6TH FLOOR ICEMAKER WATTS ES-LF009-1/2" 0.25 1 THRD 40 23 1 1 CERTIFIED TO MEET LOW LEAD REQUIREMENTS WITH WETTED SURFACES CONTAINING LESS THAN .25% LEAD EYE F C H T(i K L m N 0 P Q <i� __._ _ __ _ __ T . . ...... . . .... ....... . . .. .. ..... ..... .... ... ..... --- ---- ---- . . . ..... ..... ............ . .......... . ........................ . ................ ........ . ... . ............... . ........ ................... ......... . . .......... . .... ............ .......... ......... . ......... . ............. ... . . ................... ................. . . . . .................................. .. . .......... . ......... . ....... ...... . . .. . ........... . ..... ........................... ....... .. ... ... .. .... . . .. ..... .... .... ... . ........... ........ ------- . ............ ... . . ..... ............. I 0 (aFICE loaE FICE '1 7 . ......... 19 . ... ....... 610E ... ....... .......... I q 12 121 1 2 2 118 . . .. .. . . . .... . ......... . . .. . ......... . J, ... .. ..... . .. .. ...... ......................... .. . . .. ... .............. ......... .... ......... ............................... . . . ............... ..... . .... . .. .......... ........... .......... .. I'll -0 0 . ... : ... .......... . ......... ............ .................... ............................... ............ .................................... .......... ..... L.. LW............I I ( ....... ....... .......... .......... .... ...............L. . ......................................... . .......... ............... ........ ..... . ..... - .. 1 R . . I 3"RL �P FD UP H125AY Vnrn FI........... .................. 3"OFD up 1ST FLOOR PLAN - PLUMBING SCALE: 1/8" = l'-O" -C3 ---05 � 4"OFD 8"OFD DN "I RL DN 6 TO SINK .... ......... . ........................ ...... ... . ... . .... ............. .............................................. . . ... . ............... 7 .......... . ................................. . ................ . ............. .................... . ........... • ID I ..... ...... . . ......... . . .................... --.. I ............ . .... .... . .......... . ............... . ... . ............... . . ............. . . .. ..... .... . ..... ........... . .................. . ... 135 ................ ........... ...... . ... .............. .......... 0 ......... ....... . ...................................... . . . . ................. ......... ..... .. ... ...... . . ....... . . ......... ....... . . ...... ...... .. . .. . . ... . ... **.'.'."..'...] F ........ . . ............... ............... . ... . .... ........... .......................... . .. ....... EIE H WAITING AREA 138 7ff 77 ILA I .......... . . .... AREA 10 .... ..... . .... .... ........ ............ 7 . . ...... ... . .. . . . . . . . ..... ... •I-M ^ - 44 25' t. B . . ............. /� .......... . ... .. .... . ..... .......... . ...... . . ..... ....... ........... . ............ ................... . .. . ... .... .. . . .......... ...... .. .. ...... ....... . . . . . . .... ...... .. ... ........... . .......... .. . . . . . . . .................. . .. ...... . ...... . ........ ....... ..... . . ....... ... ............. .... . . ....... . ...... . ... . .. . .. .............. . .. . ......... f . . . ........ I : . . .. .......... . .... . ........... ... . . . ......... ..... T; ........... . . .................... .. . ... ..... I . ..... ....... ........... 3"OFD DN YRL UP 3"OFD UP 3"RL DN ......... . __T 2ND FLOOR PLAN - PLUMBING SCALE: 1/8" = V-0" .. . ...... . ..... .. .. ...... .......... ..... . ....... . ..... 012� T_ PLUMBING DESIGN NOTES, RUN J*CW THROUGH WATER FILTER. THEN RUN j"CW TO SINK, INSTA-HOT WATER DISPENSER, DISHWASHER STUB -OUT, COFFEE MAKER STUB -OUTS (TYP 2), AND ICE MAKER BOX (TYP 2). DEMO EXIST DRINKING FOUNTAIN AND INSTALL NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT EXIST jCW TO NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT NEW WASTE TO EXIST 2V. FOR JwCW IN WALL TO RELOCATED ICE MAKER, INSTALL EXISTING RELOCATED BACKIFLOW PREVENTER. ROUTE BACKFLOW DRAIN TO ICE MAKER FLOOR DRAIN. (A) E F .... . ..... J) ................ ......... . . . .....C_.___ ....... ... . l.-_-.._....--...-.._._ .. . .......... ......................... : ........ . . ................. . ............ .. . ...... . .... . ....... . . .... ...... ..... . . ....... . ................. - - - - ------ - L................. . ......... . . .. . .. . . ....... . .... CL) I f(J) C_J] Cl) Crl) LL . . .......... . .... ...... . . ............. . ... ........ . ............... ..... c _x .. . . . ..... . . .... ** ............ ........... .. . . . ......... ....... . . ..... . ... ........ . ...... . ............. FD DN 3"RL UP YRL DN K _L) m (p Q R 3"RL UP & DN 3"OFD UP & DN 3"RL DN 3"RL DN ...... .......... ...... ........... . ...... ............. .......... ........................... . .. . .... . ............ . ... ........ . .... . ........ . .. ... ...... . ...... . .. .. ... .... . ........ .......... . .............. ............. .. .... . .................... . ................ . ........................ -11 \ I .. . ....... . .............. ..... ....... ........ . ...... . ...... ............. s .......... - . ............ . . ... . ...... ..... ... . .. . ................. . ........... . ....... ............................ .... . ........ . ... . .......... . ...... .... ................. ........... ...... ............................................ ......................... . . . . . ........... . .. . ...... ...... . . ............. . . ....... . ..... ......... . . ....... ..... . ...... . ...... . ......... ..... . .. . ....... . ........ . ...... .. . .... .. ......... ... .. I ......... . ..... . .... . . . .... ......... I ...................... . .......... UEE�� EE.- . . . ..... . .... . .............. . . ........... ............. I ....... .. ...... . ..... . .. . ............ ................. _- .. _ ____ I V� ........... . -1- ..... . ................. -1.1--l' ......... . ... . ....... ........................ . . .............. ............._.I................ ..... . ... td- y (V _ .- �, L 303 .. . ........ . ........ ..........� � -::::� i• . ...... ....................... ............ .. . ............ . ........ . .......................... . . . . . . .... ..... . ......... ............... ... . . . . .. . . ....................... . .... . ..... ... . . ... . . ..................... ........... BREAKOUT ..................... . ...... . ..... 306 ............ - C_.-_--. _ _ _._. ..... . .... ...... . . . ........ ... . .. . .......... . ........ ... . ..... ..... . ..... ..................... . . .... .......... ....... ........... . ............. -.1 ... . . . .. . . . . ........... . ....... . . .......... . . . ....... . .... ............ . .. ........ . ... . ..... . . .............. ...... ........... ................... ........ . .. . .. I OPEN I - .... . ..... O.F.F.IPE-i .......... .............. ................. ... ............. ......... ..... ......... .. ............. .......... . ... ..... . ......... . 30a Mill, In n s07RYl l I Lf RV ............ 3u . ...... PANT ...... . .... . — ----- ........ .. . ...... ....... . .. . ............. . ... . ............ ..... .. ................. ... ---- - - - .......... . ............... . .... . .. . . ..... ... ............ ............. . ........ . .......................... . .... . .. ........... . .. . ..... ......... ............ . ... ............ . .... 3 MB— S-1 I FEC Z- -1 -7 t_( . . . . . . ....... . ...... . ....... r N ............. . ......... ... IH-1 ... . ... . ..... . ... . ... . ..... . . ........ . ... . . ... PBP-30 GD— . .. . ...... ............. . . . . .... . ..... ......... L 5 —OFFICE CONF BREAKO 356 309 2wW UP TO . . . . ....... ..... .... . 2"V J �.u.. `` j :::- --- .._ __ . ._...... 4TH FLOOR DN STORAGE 310 WELLNESS 311 2 II . . ...... ..... ....... . . . . .. . .. J11 Ld Ll ... . ...... . . ........... ALIMAY ... . . . . . ...... .......... . ........ 22 HALLWAY j.CW 1 "Cw 2'V FHC ........ —1 L rr 1114W — — — [ — — —I — 3RD FLOOR PLAN - PLUMBING SCALE: 1/8" = V-0" 102 PLUMBING DESIGN NOTES: RUN JxCW THROUGH WATER FILTER. THEN RUN rCW TO SINK, INSTA-HOT WATER DISPENSER, DISHWASHER STUB -OUT, COFFEE MAKER SUB -OUT (TYP 2), AND ICE MAKER BOX. ROUTE ICE MAKER WASTE TO HUB DRAIN OFF TAILPIECE OFF SINK WASTE. O DEMO EXIST DRINKING FOUNTAIN AND INSTALL NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT EXIST J'CW TO NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT NEW WASTE TO EXIST 2V. INSTALL r WATTS Es-oog BACKI'LOW PREVENTER WITH ACCESS PANEL, ROUTE r DRAIN TO HUB DRAIN OFF KITCHEN SINK WASTE. q g, �, (p' �Ei I I I I I I I I I I I I i I I c�d I ....----._..__.. _ ..__._-........)�.I..................\..._......-...........__............ ... _....._...........-. -I.._...:_............--.. 2 RL UP ._.._....__._..._.__. 2" FD .17 - - �I - ...................__........................................................_.._...._ _.. _ _......._....._...._......_.._......_ ...................................................................................................._.. ...... ..................... _.................._..... _.._.. L.........._......._...._.._..._ 3"OFD DN 3"RL UP 3"RL DN (:K) L cm) 0 CP' Q \ R S I I I I I I I I I I I I I I I I I I 2\ I I I I I I I I I I I I I I I I I I 3"RL UP & DN 3"OFD UP & DN 3"RL ... _...... _...... .__._....................IIII........ .-.._............... _........... - ----........ .................. ......__... _._.._..._._.._.._...._. ; ............... __._..._.__........... _...... _...... _.._........ I_.._..._... ....-.--_.l..._......._........_.._.._..._.....__._....._......---...._....---........__.._....i_.......:_ _ ....... I - - 3"OFD lfl.:::: - -I.._..._:.: \\ - - �- - - - - I - 3 _... ..... REAKO l) l r I I 463, 2"RL � I I I 406 I 2"OFD JF 2"RL U 4TH FLOOR PLAN - PLUMBING NJ SCALE: 1 /8" = 1'—O" n I I I PLUMBING DESIGN NOTES: Q1 RUN J"CW THROUGH WATER FILTER. THEN RUN �CW TO SINK, INSTA—HOT WATER DISPENSER, DISHWASHER STUB —OUT, COFFEE MAKER SUB —OUT (TYP 2), AND ICE MAKER BOX. ROUTE ICE MAKER WASTE TO HUB DRAIN OFF TAILPIECE OFF SINK WASTE. O DEMO EXIST DRINKING FOUNTAIN AND INSTALL NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT EXIST I'CW TO NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT NEW WASTE TO EXIST 2"W. 03 INSTALL J" WATTS ES—OO9 BACKFLOW PREVENTER WITH ACCESS PANEL, ROUTE j" DRAIN TO HUB DRAIN OFF KITCHEN SINK WASTE. ® IF WATER HEATER IN CEILING, THEN ABANDON. OTHERWISE, VERIFY USE AND DEMO. E, YFF H �� K, L` T r 5TH FLOOR PLAN - PLUMBING µ NJ SCALE: 1 /8" = V-0" M''N 0 P.' �Q` Ri O RUN J"CW THROUGH WATER FILTER. THEN RUN j"CW TO SINK, INSTA-HOT WATER DISPENSER, DISHWASHER STUB -OUT, COFFEE MAKER SUB -OUT (lYP 2), AND ICE MAKER BOX. ROUTE ICE MAKER WASTE TO HUB DRAIN OFF TAILPIECE OFF SINK WASTE. O DEMO EXIST DRINKING FOUNTAIN AND INSTALL NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT EXIST I"CW TO NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT NEW WASTE TO EXIST 2"W. �3 INSTALL r WATTS ES-009 BACKFLOW PREVENTER WITH ACCESS PANEL, ROUTE r DRAIN TO HUB DRAIN OFF KITCHEN SINK WASTE. 10 p (A ) B) C, p1' E F)G,JTK L m . ......... ............... . ..... ... . ....... . ............ ............. . .... . . .............. . .... . . ... . .......... ........... .................. . ........ . .. . .... . ............. ............... . ... . ..... . .... . . ........IM-=....................... . . ....... ........... -- - - - - - ------------------ - . .... . ...... . ........ . . . . . .............. ........ .... ... . ....... . ....... . .. . ..... . ........... . ... . ....... .. .. . . ........ ............................... . ... . ... ... . . . . ..... ......................................... ... ...... . . . . ...... . . ........... . ............. . ...... .. . . .... .................. . .. ... . ............ ......... ......... . .. . . . ...... . ... . .. . ............ . .............. - - ------- ...... ................... ........ . ............ . .................... . .. .................................... . ..... .......... .... . ........... ............................................ ....... ........ ..... .... ...... .............. ...................... ... ---- ---- . ...................... ...... . ....... ...... . ...... . ............ . ............. ..... ......... . . ...... . ..... ... ............... ...... . ........... ......... ...... ................ ....... . ........ .... . .......... . . ................ . .. . ... . ........... . . . . . .... .................... .. . . .. . . . ....................... ................. . . .. . .... . . . ............. ............. . ...... ........... ....... .... .. ...... . . ......... . . . ** ...... ...... ..... . ..... . .......... . . .... . ............... . . . .. .... . ....... . ........ .. . ............ . ........................ .......... . ....... . ........... ...... . ..... . ................. . ... . ...... . ........ . ...... . ..... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ..... ------ . . ..... .. . ........... . .... - - - . ......... .... . . . ..... .... . ........... . ...... .......... ...............�� '� . . .. . ........ . ....... . .. . . .. . .......... . .. ........... . .. . ..... ........... L AKC (.m� CL (0 co '58N{ � i � ,' � �� III T ................. .......... < 6TH FLOOR PLAN — PLUMBING SCALE: 1/8" = V-131" N PT' pT. R S. 202 . ........... . ........ ... . . . . . ..................... ..... . ..... . .... . . . ... . ..... . ............. . . . ...................... . ........... . ...... . ....... . ........ . .. . ..................... . ... . ....... ...... . ... ............. ... .......... OFFICE I ....... . . ...... . ..... . . .... . ........... 1613 i ..................... . ... . .. . . ... .......... . .......... . ... . . ................ _IF� .... ....... ........................ .......................... ........................ . .......... . ....... . ... . ...... . ....... ................... ........ . ............ .... . .. ................ . ..... . ........... __...__... . . .... . ..... ...... ... . . .. .................. .............. -0 5 UP 4'OFD JP 13 .......... .......... 0 F F I C E< 614 - - - ------- ........... .... 2"V DN ...................... . ........... 2"W DN ........... C3 8-1 N . ............ ..... . .... N............ . ... OFFICE 8 R Dq ........... . ......... .... ............ .. ........ ...................... ...... .... ................. ........... ........................... i"cl 4 .. .......... . ..... . . . . ....... . ........ . ..... . . ......... ...... . ... ....... . . . . [j . ......... . .. .... ..... ......... . .......... PLUMBING DESIGN NOTES, (D RUN J*CW THROUGH WATER FILTER. THEN RUN J'CW TO SINK, INSTA-HOT WATER DISPENSER, DISHWASHER STUB -OUT, COFFEE MAKER SUB -OUT (TYP 2), AND ICE MAKER BOX. ROUTE ICE MAKER WASTE TO HUB DRAIN OF TAILPIECE OF SINK WASTE. O DEMO EXIST DRINKING FOUNTAIN AND INSTALL NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT EXIST j'CW TO NEW DRINKING FOUNTAIN WITH BOTTLE FILLER. RECONNECT NEW WASTE TO EXIST 2"W. INSTALL r WATTS ES-009 BACKFLOW PREVENTER WITH ACCESS PANEL, ROUTE r DRAIN TO HUB DRAIN OFF KITCHEN SINK WASTE.