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Permit PG14-0025 - EDGE CONNEX - RESTROOM AND SINKS
EDGE CONNEX 3425 S 116 ST PG14-0025 Parcel No: Address: 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 1023049043 Permit Number: PG14-0025 3425 S 116 ST 133 Project Name: EDGE CONNEX Issue Date: 4/7/2014 Permit Expires On: 10/4/2014 Owner: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 Contact Person: Name: KIER VONDRUSKA Address: Contractor: Name: Address: License No: Lender: Name: Address: 1200 SIXTH AVE #500 , SEATTLE, WA, 98101 BURR COMPUTER ENVIRONMENTS INC 10400 RODGERS ROAD , HOUSTON, TX, 77070 BURRCEI005PP Phone: (206) 654-2137 Phone: (281) 374-8644 Expiration Date: 8/18/2015 DESCRIPTION OF WORK: RELOCATION OF RESTROOM AND SINKS (WILL RESULT IN A DECREASE OF PLUMBING FIXTURES); INCLUDES INSTALLATION OF 3/4" WATTS Series LF909 REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR IN PREMISE ISOLATION TO PROVIDE ISOLATION OF THE DOMESTIC WATER LINE FROM HUMIDIFIFIER CONNECTIONS AT THE COMPUTER ROOM AIR CONDITIONING UNITS. Valuation of Work: $80,000.00 Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Fees Collected: $199.56 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: Date: (10 ((ILI I hearby certify that I have read and eamin d this permit and know the same to be true and correct. All provisions of law and ordinances govern ng his 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. /�7 Signature: r ce'✓ `%�"' -� ��L�G Date: �/ ./71 Print Name: .f /i4,-;:i ���y� / 7.79/65i� 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: Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturer's specifications. Upon installation, RPPA shall be tested by a certified tester and copy of the passing backflow test report submitted to the inspector, who shall forward it to WATER DISTRICT #125, phone 206 242-9547. Thereafter annual tests shall be performed at owner's expense, and copies of test results submitted to WATER DISTRICT #125, 3460 S 148th STREET, SUITE 110, TUKWILA, WA 98168, PHONE (206)242-9547, ATTN: Mark Parsons. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW t Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. 6t4 O Project No. Date Application Accepted: 0 fp} Date Application Expires: �► 14 (For office 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.: 1 tYZ �j Df '1b7l Site Address: % Z J Tenant Name: Suite Number: 13 3 Floor: PROPERTY OWNER Name: przo povey . f"" 1 Ai L I Z 0 Address: L// S, s., j / / 5l City: /726l.r/t,/ State: Wl/er Zip:qe9/ CONTACT PERSON — person receiving all project communication Name: ie.- Vomoii_v5e / Address: 1 20 sffr, s - -•.V City:55,,,criS State: IAA4 Zip: gic...yo Phone 0 to S y `z 1 3..1 Fax: Email: e I2 ' lore -vs 1 New Tenant: ®Yes ❑..No PLUMBING CONTRACTOR INFORMATION Company Name: .-gip 1 I� Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 60( COC7 Scope of Work (please provide detailed information): 1�(.,0(_ rrt ecob✓✓1S i • Building Use (per Int'l Building Code): /it.))kl, Roo Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Porms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/t s piping outlets being installed and the quant glow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 2" 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) 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 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 1 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 gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I 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 AUTHORIZED AGENT: Signature: Print Name: V01 ViDAJ :k--/f- Mailing Address: 1 '7.©O S(xr/ Date: 420/4'7! Day Telephone: 2 ti lD 5-17 7./ 3 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $195.00 D14-0059 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 M14-0049 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 MECHANICAL $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 $65.00 PG14-0025 Address: 3425 S 116 ST 133 Apn: 1023049043 $65.00 PLUMBING $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R1941 R000.345.830.00.00 $65.00 $195.00 Date Paid: Monday, April 28, 2014 Paid By: BRIAN A HARPER Pay Method: CREDIT CARD 02883E Printed: Monday, April 28, 2014 12:54 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT . QUANTITY PAID $21,017.24 D14-0059 Address: 3425 S 116 ST 133 Apn: 1023049043 $3,296.72 .: DEVELOPMENT $3,199.89 PERMIT FEE R000.322.100.00.00 $1,936.60 PLAN CHECK FEE R000.345.830.00.00 $1,258.79 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE R000.322.900.04.00 $96.83 EL14-0145 Address: 3425 S 116 ST 133 Apn: 1023049043 $13,261.24 ELECTRICAL $12,751.19 PLAN CHECK FEE R000.345.832.00.00 $2,550.24 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 $10,200.95 TECHNOLOGY FEE $510.05 TECHNOLOGY FEE R000.322.900.04.00 $510.05 M14-0049 Address: 3425 S 116 ST 133 Apn: 1023049043 $4,259.72 MECHANICAL $4,095.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $3,244.20 PLAN CHECK FEE R000.322.102.00.00 $819.18 TECHNOLOGY FEE $163.84 TECHNOLOGY FEE R000.322.900.04.00 $163.84 PG14-0025 Address: 3425 S 116 ST 133 Apn: 1023049043 a $199.56 PLUMBING $191.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $121.00 PLAN CHECK FEE R000.322.103.00.00 $38.38 TECHNOLOGY FEE $7.68 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1291 R000.322.900.04.00 $7.68 $21,017.24 Date Paid: Thursday, February 20, 2014 Paid By: BURR COMPUTER ENVIRONMENTS Pay Method: CHECK 9321 Printed: Thursday, February 20, 2014 10:45 AM 1 of 1 SYSTEMS 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) 431-2451 Project: e j (0k - -° (Y +-Y- Address: �. 34 25 I t (o 5t- Special Instructions: 133 (jA S S`eL l%)i • C Type of Inspection: P (k.,) A/05 a , N A t.,... Date Called: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2e5 M A Inspecto( /1" Date: - , ) 4 REINSPECTI©N^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) 431-367 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next'inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit P JY'2-5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Type f 1 spection' - Date Called: Special Instructions: Date Wanted P 3 2 jL/ Vim. Requester: Phone No: Approved per applicable codes. 10 Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 414 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) 431-2451 rip Project:. Type of Inspection: Address Date Called: Special Instructions: Date Wanted: 4 A.M. Requester: Phone No: 4U-Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 1F Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -4( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C" t 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: r. l--''i( j, `/ pA ty<. Type of Inspection: _ i 1[ .,11 1V_: nlCirv-, Address: l 1-! 242_ /lto Date Called: Special Instructions: 1 3 3 Date Wanted: _ . _,. 1 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / IA IL., ,-. r , .: o \1Rf:S`) 1;) I(, rLi _27 ' (O.) f_ ` ;,ice -\ff r' 1-_,_4 :TD; . \.1 n \ (r A, (2-1, A rop0 ( ,p1)I,A i iI X A tso Kit: n . i ,JP C , -4 1`JQ (1 Pre \ \ y r 0 v- I r` (l e (` I/ L ,,,_ A Inspector: Date: Ir 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) 431-2451 Pe 1N'' Project:. C.- (1QJNb� Type of Inspection: ,._ I �c�t(14 -- Address: 1-12n il&5.;- Date Called: _3 S Special Instructions: Date Wanted: C. ..- (Cr — 1 (a.m? p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (\ 1 t,0 I.i `f, ( E R- i K i - ,1v - rf-.' 1AO ci / ---,-., In%pector: j*/c r. } \L2.€..k )GCS1 I! I REJ$ISPECTION FEE REQUIRED) Prior 43 next inspection, fee must be �ai`d at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. Date: — INSPECTION NO. INSPECTION RECORD Retain a copy with permit P (j q-o62S PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: f o E cs-y.311 — Type of Inspection:` G IZCeltt + 4.06 I. - Address: Date Called: Special instructions: _..: Date Wanted: Li a.m. Requester: //' Phone No: o 68 (9 8 °AS S Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: inspectot : AI A AA),A Date:, R INSPECTION FEE REQU?ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ES-LF909S For Health Hazard Applications Job Name Job Location 3425 S 116th St, Tukwila, WA Engineer Approval EdgeConneX LEAD FREE* Series LF909 Reduced Pressure Zone Assemblies Contractor Approval Contractor's P.O. No Representative LF909 Sizes: 3/4", 1" (20, 25mm) FILE COPY rl_ _..,* 11414,6 L1909M1 Sizes: 1'/a", 1'/2", 2" (32, 40, 50mm) Series LF909 Reduced Pressure Zone Assemblies are designed to provide superior cross -connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, including health hazard cross -connections in plumbing systems or for containment at the service line entrance. The LF909 features Lead Free* con- struction to comply with Lead Free* installation requirements. With its exclusive, design incorporating the "air-in/water-out" principle it provides maximum relief valve discharge during the emergency conditions of combined backsiphonage and backpressure with both checks fouled. Model LF909QT, standardly furnished with full port, resilient seated and Lead Free* cast copper silicon alloy ball valve shutoffs. Sizes 3/4" and 1" (20 and 25mm) shutoffs have tee handles. Features • Modular design • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) in • No special tools required for servici Specifications A Reduced Pressure Zone Assembly cross -connection to prevent backsiph hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage pro- tection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall be constructed using Lead Free* cast copper sili- con materials. The Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The assembly (specify Model LF909 for temperatures up to 140°F (60°C) or Model LF909HW for temperatures up to 210°F (99°C)) shall meet the requirements of ASSE Std. 1013; AWWA Std. C-511-92 CSA B64.4; FCCCHR of USC Manual Section 10. Listed by IAPM0 (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts LF909QTS or LF909QTSHW. Model LF909M1QT-S 13/4" (40mm) REVIEWED FOR CODE COMPLIANCE APPROVED tallatiorMAR 2 6 2014 City of Tukwila hslL!Nt°I Supply ressure annel to lief Valve R= ief Valve A sembly ION Ball Valve Test Cocks Water Outlet Air Inlet RECEIVED MAR 24 2014 TUKvvab PUBLIC WORKS R.P.Zone Second Check Module Assembly Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. PERMANENT F LE COPY *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Wefts product specifications in U.S. ice. W customary units and mnigh are geior te any are provided for,referencenstruonly. Forne r measurements,materials e please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials wtih- out prior notice and without incuning any obligation to make such changes and modifications on Watts products previously or subsequently sold. ?6,14 OOQ.5 Models Suffix QT S HW NOTICE Quarter -turn ball valves Bronze strainer Stainless steel check modules for hot and harsh water conditions The installation of a drain line is recommended. When instating a drain line, an air gap is necessary. Materials Body: Lead Free* Cast Copper Silicon Alloy Check Seats: 909 Celcon® Relief Valve Seats: Stainless Steel 909HW Test Cocks: Lead Free* Cast Copper Silicon Alloy Celcon® is a registered trademark of Celanese, Limited Connections 3/4" 1" (10 25mm) 909-NPT Female threaded body connec- tion 1/4" 2" (32 30mm) 909 M1 NPT Malc thrcadcd y co Standards AWWA C-511-92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Approvals Listed by IAPM0 Listed by SBCCI 1013 B64.4 $Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Horizontal and vertical "flow -up" approval on 3/4" (20mm) and 1" (25mm) sizes (model LF909QT). Pressure — Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) continuos, 180°F (82°C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series LF909HW: Temperature Range: 33°F - 210°F (0.5°C - 99°C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air-in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air- in/water-out principle to stop potential backflow. Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. t1-909EL series elbows are for air gaps on backflow preventers in vertical installations. Series 909AG Air Gaps 909 DRAIN OUTLET DIMEN6IONS WEIGHTS Iron Body Sizes Sizes A B No. Desc. in. mm in. mm in. mm in. mm lbs. kg. 909AG-C Air Gap ''/4,1 19,25 1 25 3% 83 4'/ 124 1% .7 909EL-C Elbowtt '/4,1 19,25 — — 2'% 60 2'/ 60 '/a .2 909AG-F Air Gap 1'/4-2 32-50 2 50 4% 111 6'% 171 3% 1.5 909EL-F Elbowf 1 %4-2 32-50 — — 35% 92 35/ 92 2 .9 Model LF909QT Model LF909QT-S Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research of the University of Southern California lab tests. OTypical maximum system flow rate (7.5 feet/sec.) '/<" (20mm kPa psi 110 16 83 12 55 8 28 4 k 0 5 10 15 19 38 57 5 7.5 10 1.5 2.3 3.0 20 76 1%" (32mm) 25 95 15 4.6 30 114 35 gpm 133 Ipm 20 fps 6.1 mps 138 20 103 15 69 10 35 5 M•11. __111 11___MI__ /__■ ■►�_____ ___III �MII___ 20 30 40 50 60 70 80 76 114 152 190 228 266 5 7.5 10 15 1.5 2.3 3.0 4.6 38 kPa 1 0 gpm 304 342 : s Ipm 20 p 6.1 mps k 138 20 103 15 69 10 35 5 k 138 20 103 15 69 10 35 5 2" (50mm) 1" (25mm I_M\_I ____-=i1E_ _�Cai\I iM_IME____ ____I _►�MI___I__ ____I MII_\M____ __ICI ____I.17__ 5 20 25 30 35 76 95 114 133 7.5 10 2.3 3.0 1%z" (40mm) 40 45 50 5 60 gpm 152 171 190 209 Ipm 15 20 4.6 6.1 MINIIIIIIII111 ._IIII==_I_ _\___ ■_/I___ iM__-►i' 1_____ __I__ I_�___ lm_l_lllleasimlllllll_l_ 10 20 30 76 114 5 1.5 138 20 103 15 69 10 35 5 11. 11111 I ___ I _�� IMNI_/-_ MIN mom --i1 --_-- 25 50 75 100 95 190 285 380 5 7.5 10 1.5 2.3 3.0 125 150 1 475 570 665 15 4.6 200 mps 40 50 60 70 80 0 100 gpm 152 190 228 266 304 342 80 Ipm 7.5 10 2.3 3.0 gpm Ipm mps 15 4.6 mps LF909QT, LF909QT-S SIZE (DN) DIMENSIONS WEIGHT A As B C D E Es L P QT QT-S in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 14'/ 365 18%6 459 83 222 4 102 4'% 121 6% 171 103/16 259 75%s 186 3'% 98 14 6.4 15.6 7.1 1" 15%8 691 I9%s 498f l3Y 222 4 IUL 4% IZ1 / 1/tf 11 2/9 /%6 1Hb Vs 98 1S b.H 1/.5 /.9 1 %4"M1 z 5 5% 140 6% 165 7' 191 12s/6 310 106 1. 1 %z"M1 19 483 24' 619 115/ 94F F17 1 _32 10% 264 5%4 133 40 18.1 44.0 20.0 z ' 16 659 115/ 295 5% 140 6% 165 7% 197 131%6 354 10% 26 4 Subscript'S' = strainer model 0 10 15 0 19 38 57 5 1.5 For additional information, visit our web site at: www.watts.com WWArrS® 0a Zf o M9001-2008 McMeee ' CERTIFIED A Watts Water Technologies Company 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-LF909S 1318 ©2013 Watts March 14, 2014 Attn: Mr. Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Responses to Plumbing Plan Review Comments dated Feb. 26, 2014 Name: EdgeConneX Address: 3425 S. 116th St, Suite 133, Tukwila, WA 98168 Plumbing/Gas Piping Permit Application No: PG14-0025 Thank you for your review comments. We have addressed those comments below and in the attached revised plans and cutsheets. Please consider the following responses to the Plumbing Plan Review Comments: 1. The Reduced Pressure Backflow Preventer detail 02/P0.1 calls for Watts Series 909 RPPA and refers to floor plan for size. Please show clearly with bold letters the callout location of the proposed RPPA and include size and model number. BCEI Response: Refer to revised sheets P0.1 and P2.2. The Backflow Preventer, BFP-1, has been clearly called out and key noted on domestic water floor plan on Sheet P2.2. The Make and Model number have been added to the Plumbing Fixture Schedule on Plumbing Sheet P0.1. Everything has been clouded on these sheets for clarity. 2. As part of a cross -connection requirement please explain what this RPPA will be isolating and/or protecting. BCEI Response: The backflow preventer, BFP-1, is intended to provide isolation of the domestic water line from humidifier connections at the Computer Room Air Conditioning (CRAC) units. Note, that the CRAC units are also provided with a factory installed air gap to prevent backflow of the humidifier water supply. 3. Include RPPA, BFP in Plumbing Legend on Sheet P0.1. BCEI Response: RPPA is not indicated on the drawings. BFP has been added to the Plumbing Legend as well as having been added to the Plumbing Fixture Schedule on Sheet P0.1. CORRECTION 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 1 of 2 ?&1LWOO2S RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 4. Please submit RRPA cut sheet and circle the backflow to be installed. BCEI Response: Refer to attached cut sheet for backflow preventer to be installed, and highlighted as requested. Regards, 9Y-44orar-v- Gary L. Hemeyer, PE Burr Computer Environments, INC 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 2 of 2 City of Tukwila Department of Community Development February 26, 2014 KIER VONDRUSKA 1200 SIXTH AVE #500 SEATTLE, WA 98101 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG14-0025 EDGE CONNEX - 3425 S 116 ST, STE 133 Dear KIER VONDRUSKA, Jim Haggerton, Mayor Jack Pace, Director 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 DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) The REDUCED PRESSURE BACKFLOW PREVENTER detail 02/P0.1 calls for WATTS Series 909 RPPA and refers to floor plan for size. Please show clearly with bold letters the callout location of the proposed RPPA and include size and model number. 2) As part of a cross -connection requirement please explain what this RPPA will be isolating and/or protecting. 3) Include RPPA, BFP in PLUMBING LEGEND on sheet PO.1. 4) Please submit RPPA cut sheet and circle the backflow to be installed. Please address the attached comments 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. PG14-0025 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0025 PROJECT NAME: EDGE CONNEX DATE: 04/11/2014 SITE ADDRESS: 63425 S 116 ST, STE 113 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: firs Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/15/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/13/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT Y PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0025 DATE: 03/18/14 PROJECT NAME: EDGE CONNEX SITE ADDRESS: 3425 S 116 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Aitoc Public Works n Fire Prevention Structural El Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 03/20/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/17/14 Approved with Conditions Denied (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: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0025 PROJECT NAME: EDGE CONNEX DATE: 02/20/2014 SITE ADDRESS: 3425 S 116 ST, STE 133 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ierS- �i(,11C Building Division II Corr% Public Works min Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/25/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 03/25/14 Approved with Conditions n Corrections Required Denied (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: )-----. t Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 PROJECT NAME: 9b6 c /` SITE ADDRESS: ttLQ�7T PERMIT NO: P l7 l"[ —Y2 ORIGINAL ISSUE DATE: v�I 01 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI LS i NI �i�l� we►/ 0477, Summary of Revision: ? �, AkX 41.1E pC'S J U SSE ) '[" AF(CG outtoT %K,E. -(AA f&(»t? kCl,Dt4 Received by: '4R3f.,rt/ (eP, tef'4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://wwiv.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/ 11 /2014 Plan Check/Permit Number: PG14-0025 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: EDGE CONNEX Project Address: 3425 S 116TH ST SUITE #113 Contact Person: KEIR VONDRUSKA Phone Number: (206) 654-2137 Summary of Revision: The Plumbing design was modified to account for the reconfiguration of the space. No additional plumbing fixtures were added as part of this change. MONO ow or 'thou APR 1.12014 M' COMP Sheet Number(s): PO.1, P2.1 ,P2.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ig Entered in Permits Plus on C,{"( H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • I • 1 Plan ChecWPermit Number: PG 14-0025 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Edge Connex Project Address: 3425 S 116 St, Suite 133 Contact Person: K VON 10205kA Phone Number: ZD (c, LO 54 2 I.3 Summary of Revision: O C-0 AMCAJT 7120E MO .4 Cur si r RECEIVED envOP TU/CWItA PENANT CENTER SheetNumber(s): D. 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: — 1EEntered in Permits Plus on 3 k. l! \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: BURR COMPUTER ENVIRONMF,.TTS INC Page 1 of 2 Washington State Depart.inent of Labor & industries BURR COMPUTER ENVIRONMENTS INC Owner or tradesperson BEAVER, CHARLES EMMETT III Principals BEAVER, CHARLES EMMETT III BEAVER, CHARLES EMMETT JRFRANK, TIMOTHY DAVIDBURR, RICHARD WAYNEBURR, KURT N (End: 09/06/2011)CARDER, DOUGLAS G (End: 09/06/2011) WA UBI No. 602 065 382 10400 RODGERS ROAD HOUSTON, TX77070 281-374-8644 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BURRCEI005PP Effective — expiration 11 /06/2000 — 08/18/2015 Bond TRAVELERS CAS & SURETY CO Bond account no. 061 S103188827BCM Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/27/2002 05/24/2002 Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 6luengt2441 Received by L&I Effective date 06/28/2013 06/30/2011 Expiration date 06/30/2014 Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEI005PP&SAW= 04/07/2014 r(E)2"CW e-- CONNECT TO EXISTING DOMESTIC COLD WATER MAIN. REFER TO PLAN 1/P2.2 FOR COORDINATION. 1 /2"CW NI TP-1 1 PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ MODEL NO. FIXTURE SERVICE REMARKS SK-1 SINK W/HIIINGS ELKAY GOURMET BLR15 7-1/8" DEPTH. AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL 1/2" CW 1/2" HW 2" WASTE 1-1/2" VENT 15" X 15" SINGLE HOLE STAINLESS STEEL MONOBLOC POLISHED CHROME FAUCET LAV-1 WALL HUNG LAVATORY W/FITTINGS KOHLER BRENHAM K-199-1 W/ SHROUD AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL 1/2" CW 1/2" HW 2" WASTE 1-1/2" VENT 21-15/16" X 19-3/4" ADA WHITE MONOBLOC POLISHED CHROME FAUCET WC-1 FLUSH TANK WATER CLOSET W/SEAT & FITTINGS AMERICAN STANDARD 2467.100 CADET FloWise ELONGATED BOWL OLSONITE 10CC OPEN FRONT TOILET SEAT 1/2" CW 4" WASTE 2" VENT JB-1 JANITOR BASIN FIAT MSB 24"x24"x10" 832-AA HOSE 889-CC MOP HANGER 830-AA FAUCET W/ VACUUM BREAKER 1/2" CW " 1/2HW 3" WASTE 1-1/2" VENT MOLDED STONE MOP SERVICE BASIN, QDC-35N QUICK DRAIN CONNECTOR, 3" GRID DRAIN, THREAD SPOUT AND WALL BRACE, AND STAINLESS STEEL WALL GUARDS. WH-1 ELECTRIC WATER HEATER LOCHINVAR RJCO20E 1500 W ELEMENT 3/4" CW 3/4" HW 19 GALLON 208V/1. FD-1 FLOOR DRAIN WITH INTEGRAL BACKWATER VALVE. J.R. SMITH FIGURE 2530 OR EQUAL 2" WASTE BRONZE GRATE INTEGRAL CLEANOUT FD-2 FLOOR DRAIN WITH BACKWATER VALVE WADE 2390 3" WASTE 1-1/2" VENT 16"x16" SQUARE FLOOR DRAIN WITH 12" SUMP. CUT Y OF GRATE. BACKWATER VALVE. SA-1 SHOCK ABSORBER WATER HAMMER ARRESTOR - SEAMLESS CLIPPER WITH ❑-RING PIST❑N, APPROVED FOR CONCEALED WALL C❑NSTRUCTI❑N,PDI CERTIFIED I SI❑UX CHIEF HYDRA -RESTER, REFER TO RISER DIAGRAM INSTALL UNIT AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FCO-1 FLOOR CLEANOUT CAST IR❑N BODY, FLANGED FERRULE WITH GAS TIGHT PLUG, NICKEL BRONZE SC❑RIATED TOP I WADE SERIES 7000NH, REFER TO RISER DIAGRAM PER CODE BFP-1 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WATTS LF909S WITH STRAINER AND 909AG AIR GAP FITTING 3/4" CW LEAD FREE CAST COPPER SILICON ALLOY BODY WITH CHECK SEATS, SST RELIEF VALVE SEATS, TEST COCKS, BRONZE STRAINER, AND AIR GAP FITTING. 1-1/2" CW - I 3/4"CW FD-2 BFP-1 PLUMBING DRAWING INDEX NUMBER DRAWING TITLE PO.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS, & DETAILS P2.1 PLUMBING WASTE AND VENT PLAN P2.2 PLUMBING DOMESTIC WATER PLAN 3/4" HUM MAKE-UP TO CONNECT TO CRAC HUM CONNECTIONS. COORD. WITH MECH DWGS. 3/4"CW 3/4"HW GALVANIZED DRAIN PAN ROUTE TO NEAREST DRAIN ►0 1 /2"CW 3/4"CW 3/4"HW TP-1 FD-1 • ROUTE TO NEAREST DRAIN I � I , II I , I I I f0 SA-1 f0 1 "CW 3/4"HW V--1/2"CW f,-1/2"CW TP-1 TP-1 SA-1 1(-3/4"CW 3/4"CW LC-1 3/4"HW DOMESTIC WATER RISER DIAGRAM NOT TO SCALE PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 12. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. j BALL VALVE FOR ISOLATION TRAP PRIMER VALVE. MOUNT TO LOCATE ABOVE ACCESSIBLE CEILING. PROVIDE CEILING ACCESS DOOR AS REQUIRED. - TRAP PRIMER DISTRIBUTION UNIT (FOR MULTIPLE TRAP SERVICE). MOUNT TO WALL ROUTE TO OTHER FLOOR DRAINS AS SHOWN 4 /-1 /2"CW 1 /2"CW 1/2" DISCHARGE TO FLOOR DRAIN FLOOR DRAIN TRAP PRIMER NOT TO SCALE REviStj No changes shay! h-t made to the scope • of work withc:..:. prior approval of Tukwila Bui1c'ng Division. NOTE: Revisions will requi o a new plan submittal and may inc:ude additional plan review fees. LSA-1 3/4" 3/4"CW 3/4"CW 3 4"HW ' v 3 "HW LLAV-1 [v-i W [-i SEPARATE PERMIT REQUIRED FOR: Medrani l memical Plumbing 121 Gas Piping City of Tukwila BUILDING DIVISION " 4. 1-1/2"V-Ni FCO 3"Wl. /- (E)4»W� .� PLUMBING SPECIFICATIONS I. GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL II. PIPING A SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH NB0OLLALEBNvNTALDMANUFACTURED VVESUDALYICCESSOLNADA-115OR EQUAL INSTALL A NSIAIBEOCATIOS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. L1-1 /2" VTR FD-2 BALL VALVE (TYP) BRONZE STRAINER NOTE: SEE PLUMBING DOMESTIC WATER FLOOR PLAN FOR SIZE OF REDUCED PRESSURE BACKFLOW PREVENTER. REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY AIR GAP FITTING fPIPE AIR GAP FUNNEL DRAIN DISCHARGE TO NEAREST FLOOR DRAIN REDUCED PRESSURE BACKFLOW PREVENTER NOT TO SCALE FCO r FD-1. r 2"V-N 2'1/-\ki 2"V 1 2"V-N 4"W 7__I. WC-1 3"W "w /— FD-1 2"V 1 PLUMBING LEGEND COLD WATER (CW) c?-- — — ---j ?__— HOT WATER (HW) ---- —j j-- HOT WATER RETURN (HWR) — -- j e- --j INDUSTRIAL COLD WATER (ICW) PUMPED CONDENSATE PCD - VENT PIPING (V) e- 1 SANITARY WASTE (W) -j 2 NATURAL GAS (G) G j PIPE UP c) I d of j C-+— ' PIPE DOWN (1 I d j CAP d [ ? T 90' ELBOW j 18 ; RISE OR DROP IN ELEVATION -C-1-e f) ( ( 1 d I TEE OR BRANCH CONNECTION j i i j F.D. FLOOR DRAIN F.S. FLOOR SINK VTR i VENT THROUGH ROOF 2 BFP BACKFLOW PREVENTER REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City ki of iia u BUILDIN D ISION SPLIT RING TYPE HANGER 2-1/2"V-\ 0- -0-- 0- 2"V-\ 2"V\ CLEVIS TYPE HANGER TURNBUCKLE AS REQ'D HANGER ROD AS REQUIRED SPACING OF HANGERS PER SPECIFICATIONS 18 GA. GALV. SHEETMETAL SADDLE MINIMUM 8" LONG PROVIDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y" TO 1Y" - 7'-0" O.C. 2" TO 21/2" - 10'-0" O.C. COPPER PIPE: ) " TO 1Y" - 5'-0" O.C. 2" TO 23/2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. SINGLE PIPE HANGER NOT TO SCALE t 2"V-N WASTE AND VENT RISER DIAGRAM NOT TO SCALE J FD-1 2"V-\ L 2-1/2"VTR WCO 4"W WC-1 I. 2-1 /2"V RECEIVED CITY OF TUKWILA APR 1 1 2014 PERMIT CENTER REVISION NO. 1 10400 Rodgers Road HOUSTON, TEXAS 77070 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 Ph: 281-374-8644 Fax: 281-374-8992 ISSUES & REVISIONS No. 1 Date Description 02/17/2014 ISSUE FOR PERMIT 03/28/2014 ADDENDUM 1 ILE COPY Permit !o. Plan review app is subject to errors and omissions. SHEET TITLE PLUMBING SYMBOLS, NOTES,SPECS & SCH. SHEETN° DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 13 0 13 I � PRE -AC, II ION 116 FD-2 COLD AISLE COLD AISLE ---=---i 1---------�---� CRA15000 -, MBCC1000 I UPSC1000 I BATT. I BATT. 1 BATT. I I II FUTURE q 1 L _L---J----J----J I E. 14 FRONT FRONT --------r---T----1 00 1 BATT. 1 BATT. 1 BATT. I -J----J----J----J STAGE L117 J 283 SF ELECTRICAL RM 118] 2004 SF FRONT 16 E 1 (FUT.) GSB01000 GSB02000 (FUT.) 1 L -1 FRONT FRONT UPSB1000 BATT. BATT. BATT. I BATT. BATT. BATT. UFSA1000 CRA08000 LANDING \ 1103 \ 233 SF 15 FRONT FRONT FRONT FRONT FRONT FRONT nI I- TTMD000SC 1 o MDPCI IIATSC 11I 0 10001 111000 L--J n L--I E-7 m MDPD1 1 E--1 ATSD 1 10001 I I MDSD 11000 I u L1000 L - J f RUN I IKON I FRONT PLC CRA07000 l I 01000 FRONT FRONT ATSE MDSB 100C 1000 FHON I IKON I FRONT PDUD1000 PDUC1000 PDUB1000 PDUA1000 OT &ISLE COLD AISLE —E —r ---n —I— T c PLD-1"-1— —7 —1— T T T T T —I 400.1400.14 00.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.14 C 0.1400.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1 1 16 1 L_J-11_ L_J-1_1_1_J-1_ L_L11J HOT ?ISLE TTTTTT-1—TTT-1—TTT7-7 1500.1500.15 00.1500. 1500. 1500.1500. 1500. 1500.1500.1500.1500.1500.1500.15 C 0.1500.1 1 1 I 2 I 3 I 4 1 5 1 6 1 7 1 8 1 9 110 111 112 113 1 14 116 116 L1 _L _1_ _1_ _1_ _J__L_L__J-_J-J / /�/ / ` 4"W COLD AISLE DATA HALL 1 L 100 J 3756 SF 16 17 PLUMBING WASTE AND VENT PLAN SCALE. 1/89-1-O• 18 1023 SF LANDIN L 106 ] FCU2000 GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING WASTE PIPING IN SYSTEM IN COORDINATION WITH BASE BUILDING PROJECT CONSTRUCTION. 3. REMOVE ALL DEMOLISHED PIPING SUPPORTS ABOVE CEILING. 4. COORDINATE FLOOR SAW CUTTING WITH EXISTING WASTE PIPING. KEYED NOTES 01 EXISTING WASTE PIPING TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT , LOCATION AND PIPE SIZE. 02 TIE NEW 4" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. 03 NEW 2-1/2" VTR. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE FOR FCU. 04 NEW 1-1/2" VTR. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE OF EXISTING RTU. 05 TIE NEW 3" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION REVISION N RECEIVED CITY OF TUKWILA APR 1 1 2014 - PERMIT CENTER 1 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 1 02/17/2014 ISSUE FOR PERMIT 03/28/2014 ADDENDUM 1 J SHEEFTE PLUMBING WASTE AND VENT PLAN DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 S EETNO 201 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. FCU03000 HOT AISLE HOT AISLE MBCC1000 GEN01000 (600MN) GENO20 (600KW MECHANICAL YARD L 122 2784 SF CON15091 (FUTURE) I •-, I I ` 1 I—----T--- 1 ---1 rF CRA15000 11-I I UPSC1000 1 BATT. I BATT. I BATT. I.I II 1I L_ -L----1---- ---1 1 _FUTURE) 1 FRONT FRONT 1 - r- -----I-----J-----1 I UPSD1000 I BATT. 1- BATT. I BATT. I STAGE L117J 283 SF DATA CENTER PHASE II ELECTRICAL RM 118 2004 SF I- - (FUT.) GSBC 1000 GSB02000 7. (FUT.) 1 L J FROM FRONT FRONT FRONT FRONF FRONT PLC 01000 - FRONT FKuN1 - I-,r- - -r- --I MDSC MDSB - UPSB1000 BATT. BATT. BATT. MDPCI IIATSC I 1 0 10001 111000 L1000 J . ATSE 1000 1000 L--J - - -¢ n F---7 BATT. BATT. BATT. UFSA1000 c MDP01 1 r - - ATSD 1 10001 1 I MDSD 11000 1 MDSA1000 ATSA 1000 _ T L1000 - - J — CRA08000 0 2000 MMR2 L101 J SF T 7 1.1400.1 .1500.1 -I 0.1600.1 T -1 0.1700.1 T 7 0.1800.1 YK FRONT ■ PDUD1000 111 T 400.1400. 1112 L J I 1- T 1500.1500. 1112 T 600.1600.1 11121 L L ET 1700.1700.1 11121 L L T 800.1800.1 1112I L __L I FRONT PDUC1 000 FIOT -AISLE COLD AISLE FRONT PDUB1 000 -r- T-F-"TTTT 00.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.14i 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1 _L L L_L_L-1- 1 I 1 1 1 1 HOT AISLE T T T T T T T T T T T T 00. 1500. 1500. 1500. 1500. I500.1500. 1500. 1500.1500.1500. 1500.15 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 112 1 13 1 14 11 COLD AISLE DATA HALL 1 L 100 3756 SF - T T T T T T T T T T 00.1600.1600. 1600. I600.1600.1600.1600. I600.1600.1600.1600.16 3 4 5 1 6 FIOT AIiLEB 1 9 1 10 11 12 13 14 1 1 L 1 1 1 1 1 1 L __1 1 1 T T T T T T T T T T T T 00.1700.1700.1700.17000.1700.1700.1700.1700.1700.1700.1700.17 3 14 I 5 1 6 CbLU AISLP 19 110 111 112 II 13 114 1 1 1 1 1 1 L L 1 1 _.J- L L L T T T T T T T T T T 00.1800. 1800. 1800.1800. 1800.1800.1800. 1800.1800.1800.1800.18 $ 3 1 4 1 5 1 6 HOT ALE8 1 9 1 10 111 12 13 14 1 1 1 1 1 1 L_ 1_LLLLL CRA07000 o o w o CC a- H- o Q CCU_ v 0 0 10 0 U w CC MECH 12 105 MECH-4 L 107 r'. Ili ♦ 2‘J I MMR1 L 109 194 SF PLUMBING DOMESTIC WATER PLAN SCALE. 1/8•-1'-0• /2"Q.w FD-1 C-11 ° LAV-1 RR 113 58 SF 1023 SF FD-1 LAV-1 O WC-1 FCU2000 LOBBY 110.1 J FCU1000 258 SF 112 58 SF 2 GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING DOMESTIC CW PIPING AND VALVES IN SYSTEM, ISOLATE AND DRAIN/EVACUATE AS NECESSARY IN COORDINATION WITH OWNER AND ADJACENT TENANTS. 3. REMOVE ALL EXISTING PIPING SUPPORTS OF DEMOLISHED PIPING ABOVE CEILING. KEYED NOTES FIELD VERIFY EXISTING DOMESTIC CW PIPING IN TENANT SPACE. DEMOLISH ALL EXISTING DOMESTIC CW PIPING BEYOND THIS POINT, AND REROUTE AS SHOWN TO NEW PLUMBING FIXTURES. REROUTE ALL EXISTING DOMESTIC CW PIPING OUTSIDE OF DATA CENTER, MECHANICAL CORRIDOR AND UPS/ELECTRICAL ROOM THAT SERVE ANY ADJACENT TENTANTS. DEMOLISH ALL EXISTING PIPING AS STATED. FIELD VERIFY EXACT LOCATION. VALVE AND CAP 3/4"CW FOR FUTURE USE. VALVE AND CAP 3/4"HUM FOR CONNECTION TO FUTURE CRAC UNIT. CONNECT 3/4"HUM TO NEW CRAC UNIT. DROP 3/4"CW AND 3/4"HW DOWN TO NEW JANITOR'S BASIN. DROP 1-1/2"CW AND 3/4"HW DOWN TO NEW PLUMBING FIXTURES IN TOILET ROOMS AND SK-1 IN GREEN ROOM. DROP 2" COWN TO NEW TRAP PRIMER FOR NEW FD-2. PROVIDE AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WITH AIR GAP DRAINAGE FITTING. REFER TO PLUMBING FIXTURE SCHEDULE ON PO.1. REVIEWED FOR CODE COMPLIANCE -'APPROVED APR 16 2014 City of Tukwila BUILDING DIVISION EVISION RECEIVED CITY OF TUKWILA APR 1 1 2014 1 Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT 03/28/2014 ADDENDUM 1 SHEETTITLE PLUMBING DOMESTIC WATER PLAN SHEETNO. DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 PERMIT CENTER J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 t. CONNECT TO EXISTING DOMESTIC COLD WATER MAIN. REFER TO PLAN 1/P2.2 FOR COORDINATION. 1 /2"CW C TP-1 1-1/2" CW 1 3/4"CW PLUMBING FIXTURE SCHEDULE ID ITEM MANUFACTURER/ MODEL NO. FIXTURE SERVICE REMARKS SK-1 SINK W/FITTINGS ELKAY GOURMET BLR15 7-1/8" DEPTH. AMERICAN STANDARD 2064.101 SERIN SINGLE CONTROL 1/2" CW 1/2" HW 2" WASTE 1-1/2" VENT 15" X 15" SINGLE HOLE STAINLESS STEEL MONOBLOC POLISHED CHROME FAUCET LAV-1 WALL HUNG LAVATORY W/FITTINGS KOHLER BRENHAM K-199-1 W/ SHROUD AMERICAN STANDARD 2064.101 SERIN ' SINGLE CONTROL 1/2" CW 1/2" HW 2" WASTE 1-1/2" VENT 21-15/16" X 19-3/4" ADA WHITE MONOBLOC POLISHED CHROME FAUCET WC-1 FLUSH TANK WATER CLOSET W/SEAT Sc FITTINGS AMERICAN STANDARD 2467.100 CADET FloWise ELONGATED BOWL OLSONITE 10CC OPEN FRONT TOILET SEAT 1/2" CW 4" WASTE 2" VENT JB-1 JANITOR BASIN FIAT MSB 24"x24"x10" 832-AA HOSE j 889-CC MOP HANGER 830-AA FAUCET W/ VACUUM BREAKER 1/2" CW 1/2" HW 3" WASTE 1-1/2" VENT MOLDED STONE MOP SERVICE BASIN, QDC-35N QUICK DRAIN CONNECTOR, 3" GRID DRAIN, THREAD SPOUT AND WALL BRACE, AND STAINLESS STEEL WALL GUARDS. WH-1 ELECTRIC WATER HEATER LOCHINVAR RJCO20E 1500 W ELEMENT 3/4" CW 3/4" HW 19 GALLON 208V/1. FD-1 FLOOR DRAIN WITH INTEGRAL BACKWATER VALVE. J.R. SMITH FIGURE 2530 OR EQUAL. 2" WASTE BRONZE GRATE INTEGRAL CLEANOUT FD-2 FLOOR DRAIN WITH BACKWATER VALVE WADE 2390 3" WASTE 1-1/2" VENT 1 6"x1 6" SQUARE FLOOR DRAIN WITH 12" SUMP. CUT Y4 OF GRATE. BACKWATER VALVE. SA-1 SHOCK ABSORBER WATER HAMMER ARRESTOR COPPER WITH ❑-RING PIST❑N, APPROVED FOR CONCEALED C❑NSTRUCTI❑N,PDI CERTIFIED CHIEF HYDRA -RESTER. - SEAMLESS WALL ; SI❑UX REFER TO RISER DIAGRAM INSTALL UNIT AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. FCO-1 FLOOR CLEANOUT CAST IR❑N BODY, FLANGED FERRULE WITH GAS TIGHT PLUG, NICKEL BRONZE SC❑RIATED TOP ; WADE SERIES 7000NH. REFER TO RISER DIAGRAM PER CODE BFP-1 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WATTS LF909S WITH STRAINER AND 909AG AIR GAP FITTING 3/4" CW LEAD FREE CAST COPPER SILICON ALLOY BODY WITH CHECK SEATS, SST RELIEF VALVE SEATS, TEST COCKS, BRONZE STRAINER, AND AIR GAP FITTING. BFP-1 FD-2 PLUMBING DRAWING INDEX NUMBER DRAWING TITLE PO.1 PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS, & DETAILS P2.1 PLUMBING WASTE AND VENT PLAN P2.2 PLUMBING DOMESTIC WATER PLAN 3/4" HUM MAKE-UP TO CONNECT TO CRAC HUM CONNECTIONS. COORD. WITH MECH DWGS. 3/4"CW 3/4"HW GALVANIZED DRAIN PAN ROUTE TO NEAREST DRAIN 1/-1/2"CW 3/4"CW 3/4"HW TP-1 ROUTE TO NEAREST DRAIN FD-1 11 � _1 0 1 "CW 3/4"HW V-1 /2"CW V-1 /2"CW TP-1 TP-1 k-3/4"CW 3/4"CW WC-1 3/4"HW DOMESTIC WATER RISER DIAGRAM NOT TO SCALE PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT. COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS SHOWN ON ARCHITECTURAL PLANS. 2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO AVOID CONFLICT WITH OTHER TRADES. 3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS WORK. 7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND OTHER TRADES. 8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC INTAKES, OPERABLE WINDOWS OR DOORS. 9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR. 10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 11. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN TIME OF SERVICES. 12. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING SYSTEMS. TRAP PRIMER VALVE. MOUNT TO LOCATE ABOVE ACCESSIBLE CEILING. PROVIDE CEILING ACCESS DOOR AS REQUIRED. — TRAP PRIMER DISTRIBUTION UNIT (FOR MULTIPLE TRAP SERVICE). MOUNT TO WALL. ROUTE TO OTHER FLOOR DRAINS AS SHOWN yI SA 1 SK-1 BALL VALVE FOR ISOLATION TRAP PRIMER NOT TO SCALE 1SA-1 3/4" 3/4"73/4"CW 3/4"HW "HW IL[V-1 I [v-i W WC-1 1/2" DISCHARGE TO FLOOR DRAIN FLOOR DRAIN J 1-1/2'V- FCO 3"W T/— (E)4"W� .� s_ PLUMBING SPECIFICATIONS GENERAL A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LATEST. EDITION OF THE UNIFORM PLUMBING CODE, AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS. B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A UCENSED PLUMBER. C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR USED MATERIALS WILL NOT BE ACCEPTABLE. D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER OR HIS REPRESENTATIVE, AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION. E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION. F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL II. PIPING A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE. B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.) TO PREVENT THE TRANSMISSION OF SOUND. C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS FOR NON -INSULATED COPPER PIPING. D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR THE APPLICABLE TYPE OF TRANSITION. E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES CONNECT TO FERROUS LINES OR EQUIPMENT. F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS. NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION. G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE FITTINGS USING LEAD-FREE SOLDER JOINTS. III. VALVES A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH ONADND 50ORLLULEBNINTALDLLVEULYICCSMODELS BA-11EQAYIBCO.SLAL VASIN EASIAESIBELCATIOS. (PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS). IV. FIXTURES AND EQUIPMENT A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES. B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES, TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS, EQUIPMENT AND FIXTURES INSTALLED. V. PIPING INSULATION A. DOMESTIC WATER PIPING IN SPACE TO BE INSULATED WITH 1/2" FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ). B. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBILE ELASTOMERIC CLOSED -CELL INSULATION WITH OUTER ALUMINUM JACKET. L1-1/2" VTR FD-2 BALL VALVE (TYP) BRONZE STRAINER REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY ■1110►��Iu•ram rimriIr�-40IIrmo V!iir 1 NOTE: SEE PLUMBING DOMESTIC WATER FLOOR PLAN FOR SIZE OF REDUCED PRESSURE BACKFLOW PREVENTER. AIR GAP FITTING fPIPE AIR GAP FUNNEL DRAIN DISCHARGE TO NEAREST FLOOR DRAIN REDUCED PRESSURE BACKFLOW PREVENTER NOT TO SCALE FCO 3"W-\ T /— FD-1 2'V- 4"W L1 WC-1 SW II I 4"wa 1 FD-1 2-1/2"V-\ PLUMBING LEGEND ?-- COLD WATER (CW) - - ---? HOT WATER (HW) 2-- ---- --2 HOT WATER RETURN (HWR) 2-- ---- —2 -2 INDUSTRIAL COLD WATER (ICW) 2--PCD--j; PUMPED CONDENSATE 2- q VENT PIPING (V) 2— SANITARY WASTE (W) —2 NATURAL GAS (G) 2 G 2 PIPE UP O I d Oi c+-2 PIPE DOWN CI I d CAP d [ 2 T 90" ELBOW 2 I el RISE OR DROP IN ELEVATION -+C-C-H h ((11 d TEE OR BRANCH CONNECTION 2 • ,T, 2 ! F.D. FLOOR DRAIN F.S. I FLOOR SINK VTR VENT THROUGH ROOF 2 BFP BACKFLOW PREVENTER SPLIT RING TYPE HANGER TURNBUCKLE AS REQ'D HANGER ROD AS REQUIRED SPACING OF HANGERS PER SPECIFICATIONS 18 GA. GALV. SHEETMETAL SADDLE MINIMUM 8" LONG PROVIDE FULL CIRCUMFERENCE 12" LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: Y2" TO 1Y2" - 7'-0" O.C. 2" TO 2 /2" - 10'-0" O.C. COPPER PIPE: Y" TO 1Y4" - 5'-0" O.C. 2" TO 2Y" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. CLEVIS TYPE HANGER tSEP.RATE PERMIT REQUIRED FOR: C�1G►echanical electrical ❑ Plumbing Eas Piping Ci: ,r of Tukwila Bt.`!L21 DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may inc'ude additional plan re view fees. SINGLE PIPE HANGER NOT TO SCALE 2'V\ 2nV \ 2'V--\ v-\ WASTE AND VENT RISER DIAGRAM NOT TO SCALE FD-1 2"V 4'W, ' WC-1Li —J....) / FILE COPY Permit No. Plan review approval is ens awl omissions. .-,a ,2 rbf construction ckasnats &es not authorize of any or cream Receipt 7ipproyal Fieki Com BY fix,stry iesa4=z— Oty Of TUIcwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila ILDING DIVISION CORRECTION LTR# I RECEIVEn MAR 19 2014 TUKvvtt.J PUBLIC WORKS RECEIVED CITY OF TUKWILA MAR 1 8.2014 PERMIT CENTER 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax: 281-374-8992 ISSUES & REVISIONS Na Date Description 1 02/17/2014 ISSUE FOR PERMIT 2 03/14/2014 CITY COMMENTS 4/ SHEETTITLE PLUMBING SYMBOLS, NOTES,SPECS & SCH. 1' DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEETNO. J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J 614-) CEN01000 (600KW) GEN02000 (600KW) 0 0 0 0 0 0 z 0 LL 0 0 FCU04000 FCU03000 EXF01000 BFP PA-2 PA-1 3"W D CO O O vIUSA1 1v1USB IATS8 non o00 ono 000 IRON I o o> oc OZ 0cc IRON 1 GBO10 00 GSBO 20001 FRONT FRONT FRONT FRONT FRONT FRONT TSC 00 MDSC1A1;,AUSU non 1-HON I DPD.TRNd-CPD 000 1000100C ll MBCA1000 JPSAI100C BATT. BATT. I I MBCC1000UPSC100C BATT. BATT. FRONT JPSB1000MBCB100I FRONT FRONT FRONT FRONT BATT. BATT. I MBCD1000I 0 BATT. BATT. JPSD100C FRONT FRONTS II®TRNCMDPC 0001000 1000 FRONT PDUA 1000 IDUE 1000 PDUC 1000 PDUC 1000 FRONT MSB01 000 000 ono MOO I-- ./ / 1 i / i . / CL O O w o O Ln o CD 0 0n o i Utn I\ 3"W w 00 CL O � o 4"W N. HOT AISLE co I ; I { I I i i I i COLD AISLE CO U HOT AISLE T IdT1 1T1 1T 300. 30. 300. 300. 300. 300. 1300T300T300. 300. 300.� I300.- i 21 3 4 5 6 7 8 9 10 11 I 12 I 11 1 I 1 1 1 I 1 I 11 I L I._L-. J_ _L _L J _L _L _IL 410 C OLD AISLE T I I TT TTTT-E7--7 TTT-1 400.1400100.1400.1400.1 400. 400. 1400. 1400. 400.1400. 400. 400. 400.i 4uu.i400. i 11 1 2 1 13 1 4 1 5 1 6 1 7 1 8 19 1 10 111 1 12 113 1 14 1 1 1 16 1 L_L. I J_J-J_J_J_J-J-J__L__L_ J-_LJ HOT ET I T TT-I-.-T-.TTTT�_I�� 1500.1500.1 ` 00.1500.1500.1500.1500.1500.1500.1500.1500.1500.1500.1500.15p.1500.1 1 1 1 2 1 I3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1P 1 16 1 LJ_J-J.-J-J-J-J_J-J_J_J_J_J-J_-LJ / / / \ 4"W / / AISLE COLD AISLE I // I T 11 TTTTTT"�TTT 1 T TJT-1 1600.1600.1 00.1600.1600.1600.1600.1600.16mu.1600.1600.1600.1600.1600.16 U0.1600.1 11 1 2 1 I3 1 4 1 5 1 6 1 7 1 8/ 9 1 10 1 11 1 12 1 13 1 14 1 1r 16 1 L_L_Jrt_L __J_J- _L_L_-L _1__L_LI_L_ I I I I // I�OT AISLE I 1-T TT_lTTTT"TTT T 7--7-17-7I 1700.1700.17100.1700.172 l 700. 1 700.1700.1700.1700. 1 700. 1700. 1700. 1 700. 1 700. 1700. 1 11 I21I3I4/5I617181911011111211311411(116I LJ___L.,._),C_L_L_L_L_!__J_ i J-_L_LJ_IJ- 1 I I�FCO T"?7 pTTTTTTTT T Y -r- Y 800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1 1 1 1 2 1 I3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 112 1 13 1 14 11. 1 16 1 L J- J_ 1 1 J_ _1 J_ J_ J_ J_ _L- J- J- IJ_ _I COLD AISLE 11 1 9000 II IILc EXF02000 L _ _ / / / / FCU1 000 FD-1 WH-1., 3-1 "I I / L---1- 4"w WC- FD-1 IAV-1 FD-1 LAV-1 WC - WC0 I 4"W LLS 1_ _1 \-2"V FCU2000 I I J 2-1/2"V FI E CRA10000 /;//'/., r/ / / ///J C12A09000 DCPO1 l?t�-61'�% C01 SECO1 000-1/-O00f1-000 000 PLUMBING WASTE AND VENT PLAN SCALE. 1/8'-1-0' GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING WASTE PIPING INN -SYSTEM IN COORDINATION WITH BASE BUILDING PROJECT CONSTRUCTION. 3. REMOVE ALL DEMOLISHED PIPING SUPPORTS ABOVE CEILING. 4. COORDINATE FLOOR SAW CUTTING WITH EXISTING WASTE PIPING. KEYED NOTES EXISTING WASTE PIPING TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND PIPE SIZE. TIE NEW 4" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD - VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. NEW 2-1/2" VTR. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE FOR FCU.. . NEW 1-1/2" VTR. MAINTAIN CODE REQUIRED DISTANCE FROM FRESH AIR INTAKE OF EXISTING RTU. TIE NEW 3" WASTE PIPING TO EXISTING WASTE PIPING. CONTRACTOR SHALL FIELD VERIFY THAT EXISTING WASTE PIPING IS 4" OR GREATER PRIOR TO ROUGH -IN. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 0 2014 r Two Lincoln Centre 5420 LBJ Freeway, Suite 1100 Dallas, TX 75240 Phone: 214/273-1559 X Q� c U) ISSUES & REVISIONS No. Date Description 02/17/2014 ISSUE FOR PERMIT SEAL Q2`11't 14 > *PtRE$ SHEET TITLE PLUMBING WASTE AND VENT PLAN SHEET NO. DRAWN:. EPS REVIEWED: GLH PROJECT NO.: C1047.00 PERMIT CENTER PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. GEN01000 I (600KW) GEN02000 (600KW) FCU04000 r3/4"CW 1-1 /[2_ W 2 EXF01000 - ,1-1/2"CW 3/4"HUM BFP-11 PA- PA-1 FCU0300 WTSATMUSI31AI5f3-i FRON1 GS;B01000 GSB02000 FRONT FRdNT FRONT FRONT FRONT FRONT f I MBCA1000 JPSAI1000 BATT. BATT. BATT. BATT. JPSB1000M BCB100 I I I l MBCC100 C OJPSC100C BATT. BATT. BATT. BATT. JPSD100CM I FRONT FRONT FRONT I FRONT FRONT FRONT FRONT TSC f MUSC1AT501MUSU 000 non coo non FKONI v1DPD TRNId-CPD 000 10001 BCD1000I FRONT! 17.DoTRNCNADpc 0001000 1000 PDUA 1 000 DUB1 000 PDUC 1000 PDUC 1000 FRONT I I MSB01 000 F 0 1 01000 0 73 D v 0 • , , , ,- 0_ o ', i IQ CD L 1'/ L o c • 2"CW -] X x I CD L H- t2x cp CD O o 0 o HOT AISLE n - - - - - - - - - - - - - - - - - - COLD AISLE CO c_) I HOT AISLE 17 300.T30q.T300T300. r300.T300. 300T300.T300T300. -1- 300.I 3001 1 1 21 3 I 4 1 5 1 6 1 7 1 8 I 9 1 10 1 11 II 12 1 1 I I I I I I I I I I 11 I L J_ __L _L J- J- _L _L J_ J- J- 1L J ¢ d -1- -T AISLE-F TTTTTTT-1 0_ o 0 400.1400.1 .00.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1400.1 cc 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 113 114 1 1$ 1 16 1 L_J_ I _L_ LL_L-1_L_L_LL_ L__l_L_ _L _J ,k I HOT AISLE I--T-I TTTTTTTTTT7-TT7 1500.1500.1 00.1500. 1500.1500.1500.1500. 1500.1500.1500.1500.1500.1500.1500.1500.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 1p 1 16 1 L_ _J _J-__L_ _L__L_J_ _L_ _L_ _J_ _1_J-_LJ COLD AISLE T I j TTTTTTTTT-7-T 600.1600.1 00.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.1600.16 0.1600.1 1 1 1 2 1 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I ,1 112 113 1 14 11 116 1 L_J-J J-_L_J__ L _L_ _L_ _L_ _J_-LIJ-J HOT AISLE 1-T TTTTTTTTTTTTIT-1 1700.1700.1 00.1700.1700.1700.1700.1700.1700.1700. 1700.1700.1700.1700.1700.1700.1 1 1 1 2 1 I3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 113 1 14 1 1r16 1 L_J--L,_J-__1_J-_I__L1J-1_1 __I__L_LI_LJ COLD AISLE aTTTTTTTTTTTTTTTIT-1 800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1800.1 1 1 1 2 113 1 4 1 5 1 6 1 7 1 8 1 9 110 111 112 113 114 113 116 1 L_LJ_L_L_LJ__LLLL_L_L_LIJ_J 1 r I P /2"CW E 02000 FCU 000 m FD-1 LAV-1 FD-1 WC-1 LAV-1 Q f 1 3/4"HUM K-1 FCU2000 t7:1 L 0 L ¢ i G i 3/4"HUM • FIEE R • a, CRA10000 CA09000 DCPG`F11fiWC01 SEC01 001 Q00`-'-600 000 PLUMBING DOMESTIC WATER PLAN SCALE. 1/8••1'-0• 0 0 2 GENERAL NOTES 1. REFER TO SHEET PO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. FIELD VERIFY LOCATION OF EXISTING DOMESTIC CW PIPING AND VALVES IN SYSTEM, ISOLATE AND DRAIN/EVACUATE AS NECESSARY IN COORDINATION WITH OWNER AND ADJACENT TENANTS. 3. REMOVE ALL EXISTING PIPING SUPPORTS OF DEMOLISHED PIPING ABOVE CEILING. KEYED NOTES 03 04 05 06 FIELD VERIFY EXISTING DOMESTIC CW PIPING IN TENANT SPACE. DEMOLISH ALL EXISTING DOMESTIC CW PIPING BEYOND THIS POINT, AND REROUTE AS SHOWN TO NEW PLUMBING FIXTURES. REROUTE ALL EXISTING DOMESTIC CW PIPING OUTSIDE OF DATA CENTER, MECHANICAL CORRIDOR AND UPS/ELECTRICAL ROOM THAT SERVE ANY ADJACENT TENTANTS. DEMOLISH ALL EXISTING PIPING AS STATED. FIELD VERIFY EXACT LOCATION. VALVE AND CAP 3/4"CW FOR FUTURE USE. VALVE AND CAP 3/4"HUM FOR CONNECTION TO FUTURE CRAC UNIT. CONNECT 3/4"HUM TO NEW CRAC UNIT. DROP 3/4"CW AND 3/4"HW DOWN TO NEW JANITOR'S BASIN. DROP 1-1/2"CW AND 3/4"HW DOWN TO NEW PLUMBING FIXTURES IN TOILET ROOMS AND SK-1 IN GREEN ROOM. DROP 2" C* TOWN TO NEW TRAP PRIMER FOR NEW FD-2. 10 PROVIDE AND INSTALL REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY WITH AIR GAP DRAINAGE FITTING. REFER TO PLUMBING FIXTURE SCHEDULE ON PO.1. P.,.REVIEWED FOR 'CODE COMPLIANCE F .:. APPROVED MAR 2 6 2014 City ofTukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 182014 PERMIT CENTER 1 ISSUES & REVISIONS No. Date Description 2 02/17/2014 ISSUE FOR PERMIT 03/14/2014 CITY COMMENTS J SHEET TITLE PLUMBING DOMESTIC WATER PLAN DRAWN: EPS REVIEWED: GLH PROJECT NO.: C1047.00 SHEET NO. 2.2 ft\ PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 0)