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HomeMy WebLinkAboutPermit PG17-0108 - PINK - WATER CLOSETS, LAVATORY, WATER LINE, WATER HEATER ETCPINK 646 SOUTHCENTER MALL PGI 7-0108 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 9202470010 646 SOUTHCENTER MALL Project Name: PINK Permit Number: PG17-0108 Issue Date: 10/26/2017 Permit Expires On: 4/24/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940, CARLSBAD, MN, 92013 TIM SCHENK 1120 E 80 ST #211, BLOOMINGTON, MN, 55420 PRECISION PLUMBING & HEATING 155 SW 142 ST, BURIEN, WA, 98166 PRECIPH894CW Phone: (952) 345-6040 Phone: (206) 393-0681 Expiration Date: 2/16/2019 DESCRIPTION OF WORK: INSTALL 2 WATER CLOSETS; 2 LAV; 1 MOP SINK; 1 WATERHEATER; 1 HI/LO DRINKING FOUNTAIN; 2 FLOOR DRAINS. INCLUDES INSTALLATION OF A REDUCED PRESSURE PRINCPLE ASSEMBLY (RPPA) - 1" WILKINS Model 975X ON THE DOMESTIC WATER LINE ENTRY. Valuation of Work: $17,500.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $366.39 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: lD -,40-( 7 1 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. Signature: w"`" �"` l Date: 6/44/ '7- PrintName: 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 gauge. 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: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion REDUCED PRESSURE PRINCIPLE Assembly (RPPA) installation at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. RPPA shall be installed per manufacturer's specifications and tested by a certified tester. backflow test report shall be forwarded to the Public Works Inspector, Mr. Dave Stuckle. 16: Thereafter the RPPA shall be tested on annual basis and copy of the test reports shall be forwarded to the TUKWILA WATER DEPT., 600 Minkler Blvd., Tukwila, WA 98188, phone (206) 433-1860, fax 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING n CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.Tukwila WA. gov Plumbing/Gas Permit; No. 1 ri • t9 t Vv Project No. Date Application Accepted:. ' 1-11 Date Application Expires: 3. . (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:.; Site Address: 6 44 6 SQy1 NClrrttl'Efl. mALL Tenant Name: Pg rl k King Co Assessor's Tax No.: q Z 4Z q ? 00 (0 Suite Number: 1ISSt Floor: ) PROPERTY OWNER Name: we sr'1- I XLo Address:'tIW 6W114L it. AIALL City7U14l:./ILE3 State: ma Zip: gv1v6 CONTACT PERSON — person receiving all project communication Name:TM sCl4etJ14 Address: 1120 E .90 a s-. SVIie Z1) City:6iA4111ee6a..% State: �N Zip/s/sful Phone:9S2 .s'is'' 60' Q Fax: q SZ . 6sq. Tc0, Email: l tyis a QAO(QirJorks,cA New Tenant: 0 Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 11, SCI`) , Scope of Work (please provide detailed information): RcaV1COtzu of: F Fr�,sri N(rr PtN k sane-fr'i/ Iva rnn� • Z waw, utoirS , Z LAV, 1 niw9 si..w. i se4a tk, (iQateri. , 1 w .1Z4r4fr .fr/ .C("fZN FLOW- 194PkINS - Building Use (per Int'1 Building Code): tit efitAr jl Occupancy (per Intl Building Code): IYA Utility Purveyor: Water: Sewer: HMpplieations\Fomis-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/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain t. Shower, single head trap -2" 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 (I-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) t. Lavatory -2" Urinal Z. 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 7... Wash fountain Water closet Z. 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 7... 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 Pennit 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). 1 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 U HORIZED AGENT: Signature: Date: 9t2R 17 Print Name: it M, S«'Zi`k- Day Telephone: qSZ. • 3' 4 ' .434Q Mailing Address: Iii e. so K'$r. . S KCE x.11. QYI'11/,lfe or . Ain/ m City H:\Applications\Forms-Applications On Line'2011 Applications \Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID $298.00 PermitTRAK PG17-0108 Address: 646 SOUTHCENTER MALL Apn: 9202470010 $298.00 Credit Card Fee $8.68 Credit Card Fee R000.369.908.00.00 0.00 $8.68 PLUMBING $289.32 PERMIT FEE R000.322.100.00.00 0.00 $256.17 PERMIT ISSUANCE BASE FEE TOTAL FEES PAID BY RECEIPT: R12658 R000.322.100.00.00 0.00 $33.15 $298.00 Date Paid: Thursday, October 26, 2017 Paid By: TALIA MARINO Pay Method: CREDIT CARD 075116 Printed: Thursday, October 26, 2017 1:52 PM 1 of 1 CASYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,577.77 D17-0237 - • Address: 646 SOUTHCENTER MALL Apn: 9202470010 $3,368.90 DEVELOPMENT $3,368.90 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,368.90 M17-0122 Address: 646 SOUTHCENTER MALL Apn: 9202470010 $140.48 MECHANICAL $140.48 PLAN CHECK FEE R000.322.102.00.00 0.00 $140.48 PG17-0108 Address: 646 SOUTHCENTER MALL Apn: 9202470010 $68.39 PLUMBING $56.99 PLAN CHECK FEE R000.322.103.00.00 0.00 $56.99 TECHNOLOGY FEE $11:40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12249 R000.322.900.04.00 0.00 $11.40 ;<; $3,577.77 Date Paid: Friday, September 01, 2017 Paid By: ELDER -JONES Pay Method: CHECK 78811 Printed: Friday, September 01, 2017 10:53 AM 1 of 1 CSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit P -i�7-6168 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36'% Permit Inspection Request Line (206) 438-9350 Project,.., -Type i NA of Inspection: ID.40111i3JN6- F'ir L Address: laysv c4Vj-R /MA -u Date Called: Special Instructions: Date Wanted: f -2. C2 `18 C.rn.; p.m. Requester: Phone No: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pi.jn/v aiN.c Inspector: Date: /-2.6 '%8 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. PCS-17-od0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: RINK Type of Inspection: 1L)/i-/4/ PL din 5)N6 - Address: 6945 ,/4fLL Date Called: Special Instructions: �---- Date Wanted: C a•m-P /2'/-/7 p.m. Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: a f< &&o61-/ //V 0K- ' I-CK/L6li0 P V60771:1*-- I N 57J 'i . TOiv On t Inspector: Date: /z/ 77 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: 6.) INSPECTION RECORD Retain a copywith permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 -PG 17-0?OS �174LF8' (206) 431-3670 Project: Type of Inspection: Address: Co `q(, SO OTtierAlTER M/' -1L Date Called: Special Enstructions: Date Wanted: 12 —(0- ) 7 Ci.m `` p• �s• Requester: Phone No: ie/9 -ST't —`1171 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ®fC grqbvivio wVPk Inspector: 3$S Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. WILKINS. a W® company Model 975XL Reduced Pressure Principle Assembly FEATURES Sizes: D 3/4" SPECIFICATION SUBMITTAL SHEET FIELD ❑ 1 1/4" ❑ 1 1/2" ❑ 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) 175 PSI 180°F 350 PSI ANSI B1.20.1 ❑ - with full port QT ball valves (standard) ❑ L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ P - for reclaimed water systems ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1") ❑ SE - with street elbows ❑ FT - with integral male 45° flare SAE test fitting ACC •: ■ Air gap (Model A CORREC ION F o 0 ❑ Repair kit (rubber only) o O o ❑ Thermal expansion tank (MollaTR# o 0 0 odel 40XL) D ---_ C RECEIVED CITY OF TUKWILA APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Y valves) • C -UL® Classified • CSA® Certified • AWWA Compliant C511 • Approved by the Founda Control and Hydraulic Re Southern California • NYC MEA 425-89-M VO MATERIALS Main valve body Cast Bronz Access covers Cast Bronz Fasteners Stainless S Elastomers Silicone (F Buna Nitrile (FDA Approved) NorylTM, NSF Listed Stainless steel, 300 series REVIEWED FOR c?AnitiMOVI) 0?E 3 OCT 0 4 2011 ASTM B 584 AsTait$54af Tukwila eEl$ DIVISION a..o• Polymers Springs E pG fitting Set ❑ Ball valve handle locks ❑ Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) OCT 02 2017 G A Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 11/4"-2" - 1.19 sq. in. MODEL SIZE in. mm DIMENSIONSPERMIT CENTER WEIGHT A in. mm A UNION BALL VALVES in. mm B LESS BALL VALVES in. mm C in. mm D in. mm E in. mm F in. mm G in. mm LESS BALL VALVES lbs kg WITH BALL VALVES lbs. kg 3/4 7Q 17 'ins 11 4/d 3d4 7 2/d 1Q7 7 1/R 54 4 7R . 1/7 RQ 5 177 1R 1/R dlfl 1f1 4 5 17 5 5 1 25 13 330 14 1/2 368 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 10 4.5 14 6.4 1 1/4 32 17 432 18 13/16 478 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 22 10 28 12.7 1 1/2 40 17 3/8 441 19 3/8 492 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 22 10 28 12.7 2 50 18 1/2 470 20 1/2 521 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 22 10 34 15.4 DOCUMENT #: REVISION: BF-975XL(LG) 1/11 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/s) 1.26 2.52 3.8 5.0 (20mm)_ 1" (25mm) 20 15 10 20 40 60 80 5 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) 3.2 6.3 9.5 12.6 15.8 137 to 103 ° W 69 W 35 250 50 100 150 200 TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTERY MONITOR SWITCH' AIR GAP FITTING 12" MIN. 30' MAX. i e FLOOR FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (*Shown w/ optional BMS) Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 1/2" 1114"(32mm) 15 ft/sec (40mm 1 (50mm)- 2 3 1/4" 2" 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 50 100 150 200 TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTERY MONITOR SWITCH' AIR GAP FITTING 12" MIN. 30' MAX. i e FLOOR FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (*Shown w/ optional BMS) Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 OPTIONAL WATER METER PROTECTIVE ENCLOSURE INLET SHUT-OFF I!A !:h / r:81 Mil k• 12" MIN 30" MAX AIR GAP DRAIN DIRECTION OF FLOW OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 WILKINS. a ZURNa company Model 975XL Reduced Pressure Principle Assembly FEATURES Sizes: ❑ 3/4" SPECIFICATION SUBMITTAL SHEET RECEIVED OCT 0 3 2017 TUKWILA D 1 1/4" 044C' FKS Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) 175 PSI 180°F 350 PSI ANSI B1.20.1 ❑ - with full port QT ball valves (standard) ❑ L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ P - for reclaimed water systems ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1") ❑ SE - with street elbows ❑ FT - with integral male 45° flare SAE test fitting CORRECTION QTR# ACC Air gap (Model A Repair kit (rubber only) ❑ Thermal expansion tank (Model XT) odel 40XL) Shock arrester (Model 1250 I SEI UulcK lest Fitting Set ❑ Ball valve handle locks ❑ Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a poterheti f�,zard STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Y valves) • C -UL® Classified • CSA® Certified • AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Resear Southern California • NYC MEA 425-89-M VOL 3 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs EMITI OR CODE COMPLIANCE APPROVED Cast Bronze A`� M B ART 0 4 2017 Cast Bronze ASTM B 584 Stainless Steel, t 00 Series Silicone (FDA ADprov 2� ..� of Tukwila Buna Nitrile (FD Ar. ILL Pi,li� DIVISION NorylTM, NSF Li ..o..i Stainless steel, 300 series CITY OF TUKWIL OCT 02 2011 G Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 11/4"-2" - 1.19 sq. in. DOCUMENT#: BF-975XL(LG) REVISION: 1/11 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com DIMENSIONS (app�oNarl®e wcsm g"---- WEIGHT MODEL A LESS LESS WITH SIZE A UNION BALL VALVES B BALL VALVES C D E F G BALL BALL VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs kg lbs. kg 4/4 20 17 'Inc 14 4/4 349 7 3/4 197 7 11R F4 4 76 3 1/9 RQ F 197 16 1/8 4113 1n d F 19 F F 1 25 13 330 14 1/2 368 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 10 4.5 14 6.4 1 1/4 32 17 432 18 13/16 478 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 22 10 28 12.7 1 1/2 40 17 3/8 441 19 3/8 492 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 22 10 28 12.7 2 50 18 1/2 470 20 1/2 521 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 22 10 34 15.4 DOCUMENT#: BF-975XL(LG) REVISION: 1/11 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com c7 0 20 o 15 w N 10 w na. 50 1.26 FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/s) 2.52 3.8 5.0 20 3/4" (20mm) 1" (25mm) 15 10 20 40 60 80 5 0 FLOW RATES (GPM) O Rated Flow (Established by approval agencies) 3.2 6.3 9.5 12.6 158 137 103 ° 1 1/4" (32mm) 1 1/2" (40m 2" (50mm) • 50 100 150 200 w 69 0 rn w 35 a 250 TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTERY MONITOR SWITCH' 12" MIN. AIR GAP FITTING FLOOR FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (*Shown w/ optional BMS) Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 11/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 OPT ONAL WATER METER PROTECTIVE ENCLOSURE INLET SHUT-OFF DIRECTION OF FLOW OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryiTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 M -Engineering PINK Space 1125 646 Southcenter Mall, Tukwila, Wa. 98188 Permit number: PG17-0108 Below are responses to your Building Plan Review comments for the Pink project at Southcenter Mall. 1. Domestic Water Piping Diagram on sheet P01.01 has a note that calls for an approved backflow preventer. It shall be a Reduced Pressure Principle Assembly (RPPA). Please show the RPPA location on the water piping diagram. Response: The reference has been changed to RPPA and the location has been shown on the water piping diagram along with a callout to the revised detail "L" on sheet P03.01. 2. Detail "L" on sheet P03.01 calls for reduced pressure backflow. It shall be a Reduced Pressure Principle Assembly (RPPA). Please modify the callout and submit RPPA cut sheet. Circle the backflow to be installed. Response: Detail "L" has been revised to show the selected RPPA. The cut sheet for the selected RPPA will be included with the revised sheets, noted as indicated above. These are the comments and responses to the comments. Regards, George M Trout M -Engineering O 614.839.4639 x3114 I DID 614.423.3935 I 750 Brooksedge Blvd. Westerville, OH 43081 P.F-0108 CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 02 2017 PERMIT CENTER Structural • Mechanical • Electrical • Technology 750 Brooksedge Boulevard, Westerville, Ohio 43081 • 614-839-4639 614-839-2222 Fax www.mengineering.us.com om• City of Tukwila Department of Community Development September 08, 2017 TIM SCHENK 1120E 80 ST #211 BLOOMINGTON, MN 55420 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0108 PINK - 646 SOUTHCENTER MALL Dear TIM SCHENK, Allan Ekberg, 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 - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Domestic Water Piping Diagram on sheet P01.01has a note that calls for an approved backflow preventer. It shall be a Reduced Pressure Principle Assembly (RPPA). Please show the RPPA location on the Water Piping Diagram. 2) Detail L on sheet P03.01 calls for reduced pressure backflow. It shall be a Reduced Pressure Principle Assembly (RPPA). Please modify the callout and submit RPPA cut sheet. Circle the backflow 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 accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technicia • File No. PG17-0108 /?/1/1 Q..;r,. 41/1/1 110100 - ni_.. --- ^fns e� t ��^�n _ rr �n� wo 1 oii, PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0108 DATE: 10/02/17 PROJECT NAME: PINK SITE ADDRESS: 646 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ his kWL E3`11 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 0 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/03/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/31/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Pernut Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0108 DATE: 09/01/17 PROJECT NAME: PINK SITE ADDRESS: 646 SOUTHCENTER MALL X Original Plan Submittal Revision # j before Permit Issued Response to Correction Letter # Revision # 1 after Permit Issued DEPARTMENTS: AUX, lilrf 7 Bui ingii n ,13 S DO 1 n Public WoTk_s Fire Prevention Structural n Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/03/17 Approved Corrections Required ❑ Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: U v Departments issued corrections: Bldg Fire 0 Ping 0 PW 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: q 62:2-1 i, Plan Check/Permit Number: PG17-0108 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 111 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: PINK Project Address: 646 SOUTHCENTER MALL Contact Person: T N\ SC 4€NIS Phone Number: q52 • •6040 Summary of Revision: RECEIVED CITY OF TUKWILA OCT 0 2 2011 PERMIT CENTER Sheet Number(s): POI . v \ �' POI .cD "Cloud" or highlight all areas of revision includin - date of rev ion Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1 O-- '( W:\Permit Center\Applications-Handouts\Templatefforms\Word Documents Revision Submittal Porm.doc Revised: August 2015 PRECISION PLUMBING & HEATJv 1 Washington State Department of Labor & Industries Home Espanol Contact: Safety & Health Claims & Insurance Search L&I A -Z Index Help Page 1 of 2 My L&I Workplace Rights Trades & Licensing PRECISION PLUMBING & HEATING Owner or tradesperson Principals DIXON, ERIC JOHN, PARTNER MARINO, TALIA ROSE, PARTNER MCCRACKEN, SCOTT JAMES, PARTNER 124 SW 156TH ST APT 204 BURIEN, WA 98166 206-393-0681 KING County License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PRECIPH901OW Effective — expiration 09/16/2010— 09/16/2012 Bond No current bond account. See the bond history. Bond history` Insurance No insurance accounts during the previous 6 year period. Savings Relicensed. Contractor relicensed under another name, structure, or specialty. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 200,008-00 Doing business as PRECISION PLUMBING & HEATING Estimated workers reported N/A L&I account contact T3 / KENT ANDERSON (3601902-6963 - Email: ANDN2356lni.wa.aov Account is closed. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Workplace safety and health Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603043245&LIC=PRECIPH901 OW&SAW= 10/26/2017 PRECISION PLUMBING & HEATING Page 2 of 2 No inspections during the previous 6 year perioo. © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603043245&LIC=PRECIPH901 OW&SAW= 10/26/2017 1 '1\2" 0/2-1›N. 1 / 1 // /2'' r� r r /r >2'' // 1Y" 2" DF -1 FD 2" 2" r 2" r 2" 4 4,, 1Y" MS NC -1 LAV -2 ti ,, \ 2 / •. � 1 \2'' NOTE: CONNECTIONS TO HORIZONTAL DRAIN LINES SHOULD BE MADE WITH WYE (Y) FITTINGS. DO NOT USE DOUBLE -WYE (Y) FITTINGS FD �Q1 SK WASTE & VENT PIPING DIAGRAM • NTS PROVIDE 1" REDUCED PRESSURE PRINCIPLE ASSEMBLY WILKINS 1-9 5X . • ' TE' HAT ER. RR TE (W A) REQUIREMENTS REFER T PLUMBING SCHEDULE AND SEE REVISIONS No ethanes shall be made to the scope of ;':orkc without prior approval of 1 uk' =i!a Building Division: t:01- s isic s will require a new plan submittal c;nd mz y in;;sude additional plan review fees. I f SEPARATE PERMIT t EOUIRED FOR: [El/Mechanical Clectrical ❑ Plumbing as Piping of Tukwila ''7'/,;(3 DIVISION FILE COQ Permit No. W)1.3- d is 6 fi Plan review c_pproval is subject to ems and omissions. Approval of construction drzuntenta not authorize the violation of any adopted orxie tr ode. R of approved Reid Copy and * •�,#> By: <Oki- A/1 1 C - - Date: to I1.,l0 City of Tukwila BUILDING DIVISION DOMESTIC WATER PIPING DIAGRAM NTS 08/10/15 J 08/10/15 ITEM PLUMBING FIXTURES & TRIM DRINKING FOUNTAIN & ASSOCIATED ACCESSORIES SEWER AND VENT PIPING TANK WATER HEATER DOMESTIC HOT AND COLD WATER PIPING CONDENSATE DRAIN PIPING SECOND CONDENSATE DRAIN PIPING CONDENSATE DRAIN PUMP HOT WATER CIRCULATION PUMP GAS PIPING FLOOR DRAINS, CLEANOUTS, WATER HAMMER ARRESTORS, ETC. INSTANTANEOUS WATER HEATER DREAMSTEAMER DREAMSTEAMER DRAIN PIPING SPRINKLER PIPING SPRINKLER HEADS FIRE EXTINGUISHERS AS-BUILTS DRAWINGS FURNISHED BY LS VENDOR LD LANDLORD LD CONT'R. GC GC GC GC GC GC GC GC GC GC GC FPC FPC FPC GC INSTALLED BY LANDLORD CONT'R. GC GC GC GC cc GC GC GC GC GC GC GC GC GC FPC FPC FPC OTHER RE -USE EXISTING N/A REMARKS UNLESS OTHERWISE NOTED FOR VS STORES ONLY FOR VS STORES ONLY ANY ITEM NOT SHOWN IS THE RESPONSIBILITY OF CONTRACTOR. PLUMBING & FIRE PROTECTION RESPONSIBILITY SCHEDULE-VS/PINK ITEM WC -1 FIXTURE WATER CLOSET TANK TYPE PKG 1 & 2 ROUGH -IN SERVICES 1:11:1111111:111 8.111111, WATER CLOSET (FLR. MNTD.) - ■� PKGI+ALTERNATE S■1i VSLDPOWDER TER) ®��111111 NC -2 LAV -1 LAV -2 LAV -3 LAV -4 DF -2 MS LAVATORY (ASSOCIATE AMENITY ROOM) LAVATORY ®e (DRPIN, PINK ® e POWDER. ROOM) 50.1m- u.uuuI VSL POWDER VSL ROOM PKG Hmiiimm111111 DRINKING FOUNTAIN DRINKING (NON -CHILLED) 11111111 FOUNTAIN MOP SINK NTS 0514-P0101-H00-SCHD DESCRIPTION KOHLER "HIGHUNE PRESSURE UTE" MODEL NO. K -3519-T, 1.0 GPF, PRESSURE ASSISTED WHITE WATER CLOSET WITH ELONGATED VITREOUS CHINA BOWL, (OR ZURN MODEL Z5561 -VL, 1.0 GPF WITH HIGH PERFORMANCE ECOFLUSH TECHNOLOGY), 17/1" HIGH, WHITE OPEN FRONT SEAT AND COVER #K-4650. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. (FOR PUBLIC AND NON-PUBLIC RESTROOMS). FLUSH LEVER SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET. KOHLER "CIMARRON" MODEL NO. K-3609-0, 1.28 GPF, GRAVITY -FE WATER CLOSET WITH ELONGATED VITREO • , , • MODEL NO. ITE OPEN FRONT SEAT AND COVER #K-4650. SUPPLY STOP. (FOR PUBLIC AND E WIDE SIDE NON-PUBUC RESTROOMS). FLUSH LEVER SHALL CF THE TOILET. • 08/10/15 REMARKS ACCESSIBLE TYPE ACCESSIBLE TYPE G.C. SUPPLIED UNDER -COUNTER KOHLER #K -2602 -MU -NA SINK AND TOT #TEL115-D1OET#CP POLISHED CHROME, #TLT10 THERMOSTATIC MIXING• • SOLID BRAS UCET WITH AERATOR, GRID STRAINER DRAIN • ERFLOW TO BE ORIENTED TO THE SIDE TO MAINTAIN WITH BRUSHED NICKEL SUPPLY STOPS " TRONG CCESSIBLE KNEE CLEA`I•1. AND P -TRAP. INSULATE P -TRAP AND SUPPLY UN "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. KOHLER K-2084-0 "SOHO" 20" X 18" WHITE WALL HUNG SINK. FURNISH WITH CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS, P -TRAP, CHROME PLATED GRID DRAIN, TOTO #TEL105-010ET#CP FAUCET WITH #TLT10 THERMOSTATIC MIXING VALVE AND 0.5 GPM AERATOR. INSULATE P -TRAP AND SUPPLY LINES WITH Y" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. MOUNT AT HEIGHT DIRECTED BY THE ARCHITECT. KOHLER "INTAGLIO" #K-2292-0 LAVATORY IN WHITE. GC T "KELSTON" #K -13491 -4 -BN BRUS • & 1 AND P -TRAP. INSULATE P -TRAP '' "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. , WIDESPREAD LAVATORY POP-UP ROD & LOCK NUT). GC TO PROVIDE GRID URNISH WITH BRUSHED NICKEL SUPPLY STOPS ARMSTRONG ACCESSIBLE TYPE ACCESSIBLE TYPE ACCESSIBLE TYPE G.C. SUPPLIED UNDER -COUNTER KOHLER #K -2602 -MU -NA SINK AND KOHLE #K -13132 -4B -CP POLISHED CHROME FAUCET (LESS Pi'- & LOCK NUT). GC TO PROVIDE CESSIBLE KNEE CL1 • - AND P -TRAP. INSULATE P -TRAP AND SUPPLY "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. • P -UP ROD , GRID STRAINER DRAIN AND TO BE ORIENTED TO THE SIDE TO MAINTAIN SH WITH BRUSHED NICKEL SUPPLY STOPS RMSTRONG HALSEY TAYLOR SELF-CONTAINED, BARRIER -FREE, ELECTRIC, REFRIGERATED, WALL -MOUNTED, BI -LEVEL WATER COOLER #HTVZ8BLPV-NF. FURNISH WITH PLUG-IN, 3 -WIRE GROUNDING TYPE SERVICE CORD. STANDARD 120V, 60 HZ, 1PH. 120V RECEPTACLE REQUIRED, RATED AT 15 AMP MINIMUM, TO RECEIVE 3 -WIRE PARALLEL BLADE GROUNDING TYPE MALE PLUG. PROVIDE CHROME SUPPLY STOP AND P -TRAP. SEE MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION PER ACCESSIBILITY REQUIREMENTS. HAWS 11011, "HI -LO", BARRIER -FREE, WAL - 0 CARRIER. PR REQUIREMENTS. COOLER WITH LY STOP AND P -TRAP. SEE FOR PROPER INSTALLATION PER ACCESSIBILITY FIAT MOP MOLDED STONE SERVICE BASIN MODEL NO. MSB -2424 WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD FAUCET MODEL NO. 8344.012 WITH INTEGRAL VACUUM BREAKER AND STOPS. PROVIDE 42" RUBBER HOSE WITH FAUCET. NN -1 I • 208 - -• I. r-�se�� N-1-2 TP FD NNA NCO FCO CO1 SK CP WATER HEATER TANK TYPE TRAP PRIMER FLOOR DRAIN WATER HAMMER ARRESTER WALL CLEANOUT FLOOR CLEANOUT , • 60 WATTS, 20 AMP RHEEM WATER HEATER MODEL NO. EGSP-6, 6 GALLON WITH FACTORY EQUIPPED HEAT TRAPS INSIDE NIPPLES, 208V-10-60, 3 KW AND 14.4 AMPS. PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P-2, COPPER BODY, ADJUSTABLE WITH }l" COPPER TYPE "1" TO FLOOR DRAIN. ZURN FLOOR DRAIN MODEL NO. Z -415-6B, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL *SIZE & INSTALL PER PDI #WH -201 STANDARD OR MANUFACTURER'S INSTRUCTION. ZURN ZN-1446-BP CLEANOUT TEE, DURA -COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ZURN FLOOR CLEANOUT MODEL NO. ZN-1400 WITH GAS-TIGHT AND WATER -TIGHT TAPERED THREADED PLUG AND ROUND POLISHED NICKEL BRONZE SCORIATED ADJUSTABLE TOP. CLEANOUT BREAK SINK DAYTON D117191 SINGLE BOWL SINK (19" x 17" x63 " BOWL) WITH CHICAGO 50-ABCP RIGID/SWING GOOSENECK FAUCET. CONDENSATE ��11��� • �.,: �.�_•_. ,;.• ,,• PUMP �00��""' O x. L CMX-AX1 HP, 115V, URINAL WALL �■■■■ KOHLER "BARDON SUPERIOR" URINAL MO' -•• ` 'WITH UR ��®®vljR:cu�■�.-- : - *meg LUSH VALVE. (OR ZURN #Z5738, 0.125 GPF, WHITE MOUNTED �-■■�■ VITREOUS CHINA, WITH ZTR6203-ULF 1 • ' ' ' mimiiii ilium miiiiii ■■■■ ie SYMMONS MIXING VALVE #7 -225 -CK "MAXUNE",) " INLETS At • y , THERMOSTATIC THERMOSTATIC CONTROLLER WITH L , • : RASS BODY WITH DUAL MIXING VALVE IIIIIIIIIIII"W"'""' - _"""' �' VANDAL -RESISTANT TEMPERATURE ADJUSTMENT HANDLE. SET TO 105'. MOUN ON TIGHT UNDER SINK IN IIIIMMMIIIIIMIIIIIIIIIIIII RN CLEANOUT FERR • • DURA -COATED CAST IRON - T ABS TAPERED THREADED PLUG. DP DRAIN PUMP BASIN 1Y" ISC 1Y" ZOELLER #131, FLOOR MOUNTED 5 GAL POLYETHYLENE BASIN WIT POLYETHYLENE LID. PUMP: ZOELLER #M98, 115 - HD. U.L LISTED. PUMP PASSES �" ADE WIT , 1725 RPM, 25 FT. SOUDS. ELECTRICAL CONNECTION LISTED 3 WIRE CORD AND PLUG. BASIN AND PUMP TED TO 130 'F. UNIT IS FURNISHED WITH CHECK VALVE, OPEN (N.O.) SINGLE PIGGYBACK FLOAT N.C.) SINGLE ACCESSIBLE TYPE ACCESSIBLE TYPE ACCESSIBLE TYPE INSTALL BELOW SINK WITH DEEP SEAL P -TRAP s ACCESSIBLE TYPE . F MAXIMUM ACCESSIBLE MODEL #10-0032-115V-15 SWITCH, MODEL #10-0064-115V-15FT NOR PIGGYBACK FLOAT SWITCH. TMV LEAST VISIBLE LOCATION POSSIBLE). RP CIRCULATION ®�wv•111111 � PUMP ----■■� BELL & GOSSETT #100, BRONZE PUMP WITH • I1 1750 RPM, 115V-10. INSTALL NEAR REVIEWED FOR DEp APPROVED �� OCT 0 4 2111 PLUMBING FIXTURE SCHEDULE-VS/PINK NTS 03/27/15 AD ADA AFF AHJ AP ACCESS DOOR AMERICAN DISABIUTY ACT ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION ACCESS PANEL CD CEILING DIFFUSER OR CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CI CAST IRON CO CLEANOUT CONT CONTINUE CONTR CONTRACTOR COTG CLEANOUT TO GRADE CW COLD WATER DET DF DL DS DTR DWG DETAIL DRINKING FOUNTAIN DOOR LOUVER DREAMSTEAMER DOWN THRU ROOF DRAWING (E) EXISTING EWC ELECTRIC WATER COOLER FCO FCU FD FOIC FPC FPS FS FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FURNISHED BY OWNER, INSTALLED BY CONTRACT9R FIRE PROTECTION CONTRACTOR FEET PER SECOND FLOOR SINK G GC GAL GPM HB HD HP HW HWR INV LAV LB LC LD LF LL LSD&C MC MECH MFR MTD MTR (N) N.C. N.I.C. N.O. N/A NTS GAS GENERAL CONTRACTOR GALLONS GALLONS PER MINUTE HOSE BIBB HEAD HORSEPOWER HOT WATER HOT WATER RETURN INVERT LAVATORY POUND LANDLORD CONTRACTOR LIGHTING PACKAGE DISTRIBUTOR LINEAL FEET LANDLORD L -BRANDS STORE DESIGN & CONSTRUCTION MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER MOUNTED MOTOR NEW NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT APPLICABLE NOT TO SCALE PC PD PLBG PM POC PRV PSI (R) RD RPBP RPM SCH SOV UH UON UTR VTR WC WCO WG WH WHA WT PUMP PLUMBING CONTRACTOR PRESSURE DROP PLUMBING PROJECT MANAGER POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS`: PER SQUARE INCH RELOCATE ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTION PER MINUTE SCHEDULE SHUT-OFF VALVE OR SCHEDULE OF VALVE UNIT HEATER UNLESS OTHERWISE NOTED UP THRU ROOF VENT THRU ROOF WATER CLOSET WALL CLEANOUT WATER GAUGE WATER HEATER WATER HAMMER ARRESTER WEIGHT FLOOR CLEAN-OUT -10 - NEW WASTE OR SAN. SEWER e FLOOR DRAIN 6a VENT THRU ROOF -...-S- POINT OF CONNECTION EXISTING WASTE OR SAN. SEWER WATER METER SHUT-OFF VALVE 2 -id-- o CONCEALED SPRINKLER HEAD CONI ENSATE DRAIN RECESSED PENDANT SPRINKLER HEAD D UPRIGHT SPRINKLER HEAD BRASS FINISH ® PENDANT SPRINKLER HEAD BRASS FINISH GAS , - PORTABLE FIRE EXTINGUISHER - NEW VENT EXISTING VENT - NEW COLD WATER EXISTING COLD WATER NEW HOT WATER - - NEW ; HOT WATER RETURN - • • - EXISTING HOT WATER - - PIPE' DROP o .- PIPE RISE o -o-- PC PD PLBG PM POC PRV PSI (R) RD RPBP RPM SCH SOV UH UON UTR VTR WC WCO WG WH WHA WT PUMP PLUMBING CONTRACTOR PRESSURE DROP PLUMBING PROJECT MANAGER POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS`: PER SQUARE INCH RELOCATE ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTION PER MINUTE SCHEDULE SHUT-OFF VALVE OR SCHEDULE OF VALVE UNIT HEATER UNLESS OTHERWISE NOTED UP THRU ROOF VENT THRU ROOF WATER CLOSET WALL CLEANOUT WATER GAUGE WATER HEATER WATER HAMMER ARRESTER WEIGHT FINISH: CONCEALED AND RECESSED PENDANT HEADS WHITE UNLESS OTHERWISE NOTED B: BLACK C: CHROME G: CUSTOM FINISH PT -93 = AF715 "DOLPHIN" BU: CUSTOM FINISH PT -20 = "DAY BLUE" BBW PAINT PROCUREMENT INSTRUCTIONS (LONG LEAD TIME ITEM): 1. INFORM THE SHERWIN WILLIAMS STORE EMPLOYEE THAT PAINT IS FOR A BATH & BODY WORKS STORE. 2. TELL THE STORE EMPLOYEE THAT BATH & BODY WORKS HAS A NATIONAL ACCOUNT AND THE COLORS CAN BE FOUND ON THE BROWSER UNDER THE NATIONAL ACCOUNT TAB (UNDER THE MARKETING TAB). 3. ALL CUSTOM COLORS ARE LISTED WITH PRODUCT CODE, COLOR NUMBER AND COLOR NAME. 4. ONCE THE LIST OF COLORS IS AVAILABLE, PROVIDE THE STORE EMPLOYEE THE COLOR NUMBER AND COLOR NAME. 5. HAVE THE STORE EMPLOYEE PRINT A COPY OF THE COLOR FORMULAS FOR YOUR RECORD. 6. ALL FORMULAS ARE FOR GALLONS ONLY. ALL COLORS MUST BE ORDERED IN GALLON INCREMENTS. NO QUARTS ALLOWED. PLUMBING & FIRE PROTECTION SYMBOLS AND ABBREVIATIONS LEGEND, NTS 00N-P0101-C.00-ABBR 09/04/15 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIAL, LABOR AND SUPERVISION NECESSARY" TO COMPLETE THE PLUMBING WORK. IN. ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY PLUMBING FIXTURES (SEE PLUMBING RESPONSIBILITY SCHEDULE ON THIS SHEET) TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF DOMESTIC WATER AND SEWER PIPING FROM TENANT'S DEMISED PREMISE TO CONNECTION PROVIDED BY LANDLORD. 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO A POINT APPROVED BY LOCAL AUTHORITY. THE CONTRACTOR SHALL PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION (IF REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS REQUIRED. VENT THRU ROOF SHALL BE AT LEAST 15 FEET AWAY FROM A/C UNIT FRESH AIR INTAKE. 5. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL ONLY USTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. 6. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURES IN ACCORDANCE WITH ALL CODES AND AS REQUIRED BY LANDLORD'S CRITERIA. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AND NO MORE THAN 44" A.F.F. 7. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND/OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT THE RISK AND SOLE EXPENSE OF THE CONTRACTOR. 8. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. 9. PLUMBING CONTRACTOR TO FIELD VERIFY PROPER SLOPE OF EXISTING SEWER TO MAIN SEWER PRIOR TO.ANY NEW PLUMBING INSTALLATION. 10. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. 11. PLUMBING CONTRACTOR TO FAMILIARIZE AND FOLLOW SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF TENANT HANDBOOK. 12. PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO TURNING OVER SPACE TO TENANT. 13. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO VALVES, TRAP PRIMERS, ETC. INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. 14. NO PVC PLASTIC PIPING ALLOWED WITHIN CEILING VOIDS USED FOR NON -DUCTED RETURN AIR PLENUM OR IN WALLS, EXCEPT IN CANADA WHERE XFR-PVC MAY BE USED IF PERMITTED BY THE AUTHORITY HAVING JURISDICTION. 15. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUB -CONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS, AND PER LOCAL CODES AND NFPA STANDARDS. 16. HEADS MOUNTED UNDER EIGHT FEET (8'-0") ABOVE FINISHED FLOOR SHALL BE CONCEALED OR BE PROVIDED WITH WIRE GUARDS. 17. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT PLUMBING PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 18. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO ELECTRICAL, FIRE PROTECTION, MECHANICAL AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. 19. REFER TO ARCHITECTURAL I DRAWINGS FOR DEMOLITION WORK. 20. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 21. CONTRACTOR SHALL PROVIDE CUT SHEETS TO LSD&C FOR` ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 22. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATIONS, SIZES, INVERTS AND CONDITION OF EXISTING SANITARY WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 23. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. 24. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT/INSTALLATION OF ANY "WATER SAVING" DEVICES TO THE PLUMBING FIXTURES. (EXAMPLE: TOILET, FAUCETS, ETC.). 25. PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERILIZED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. 26. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. RECEIVED CITY OF TUKWILA OCT 02 2017 PERMIT CENTER CORREC ON LTR# PGrioio 8 PLUMBING GENERAL CONSTRUCTION NOTES NTS A 08/10/15 M -Engineering 750 Brooksedge Blvd. Westerville, Ohio 43081 phone: 614.839.4639 fax: 614.839.2222 www.mengineering.us.com z 0 U D F- z 0 U 03 z V7 W W 0 0 U 0 >+0 • cr o "I' ate: r cp J O 0. I- I- J 01 W N C ZZ C W C rCC L.- Q N x t:g0 0z= t- t- N W M W =D U 0- lL w Lr W O w 0 a 4 3 a�r..{ O W O EE m. U y. m O D a W O Y a Z W U a=2� CD -tl'O a! -->173.!!! d 1--•F-N N aw U 0 Ll W N w w � � W 2 Z •ii W C O CD CD Z y W D Z ; 6. J r o w.x rn U W U Z.43 U.O J V a C.(N�.�i VI��O-m NZO.O-J�= ti 0 N z�pO� 3 �zoo�it 02Z 2 � ZOZZyc,7 z3yd"go 3H• -li• - U'''o o¢U W n.!! NO• !! U O NLL'.. 2 U W'. CD ZOy 1- wY• d t -'W a H U a CC Q. I- Q • z Q N • O CC W EE iLtt FE ,Le5 2; CC i;;;: I.: ; a; :Di : 4.1 Li !-.. 1.2;!! ii : :: :: 2:: :: !! !! !! :: !!: ; ia;;--iizi4 E2 :: :: .7. :: ;p5 :: :3 >- :: CD =7 ;; GI cg • 0,4) 1==1 w in co 11 coms • 0 IX C.) *35 -J (s) Ce co ct CO CZ CL CO cn F- 1.0 00 CD 1.3 1- fej 4IC IX CL. he La REVISIONS: REQUIRED BY: BD PLUMBING RESPONSE DATE 09/21/17 RECEIVED OCT 0 3 2017 PUBLIC WORKS DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 08/25/17 GMT GMT BMM PLUMBING NOTES, SCHEDULES AND ISOMETRICS DRAWING NUMBER: r• t 1 1 FLOOR CLEAN-OUT -10 - •N WALL CLEAN-OUT e FLOOR DRAIN 6a VENT THRU ROOF -...-S- POINT OF CONNECTION I Co WATER METER SHUT-OFF VALVE 2 -id-- o CONCEALED SPRINKLER HEAD ® RECESSED PENDANT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD BRASS FINISH ® PENDANT SPRINKLER HEAD BRASS FINISH EXISTING SPRINKLER HEAD Fe PORTABLE FIRE EXTINGUISHER FINISH: CONCEALED AND RECESSED PENDANT HEADS WHITE UNLESS OTHERWISE NOTED B: BLACK C: CHROME G: CUSTOM FINISH PT -93 = AF715 "DOLPHIN" BU: CUSTOM FINISH PT -20 = "DAY BLUE" BBW PAINT PROCUREMENT INSTRUCTIONS (LONG LEAD TIME ITEM): 1. INFORM THE SHERWIN WILLIAMS STORE EMPLOYEE THAT PAINT IS FOR A BATH & BODY WORKS STORE. 2. TELL THE STORE EMPLOYEE THAT BATH & BODY WORKS HAS A NATIONAL ACCOUNT AND THE COLORS CAN BE FOUND ON THE BROWSER UNDER THE NATIONAL ACCOUNT TAB (UNDER THE MARKETING TAB). 3. ALL CUSTOM COLORS ARE LISTED WITH PRODUCT CODE, COLOR NUMBER AND COLOR NAME. 4. ONCE THE LIST OF COLORS IS AVAILABLE, PROVIDE THE STORE EMPLOYEE THE COLOR NUMBER AND COLOR NAME. 5. HAVE THE STORE EMPLOYEE PRINT A COPY OF THE COLOR FORMULAS FOR YOUR RECORD. 6. ALL FORMULAS ARE FOR GALLONS ONLY. ALL COLORS MUST BE ORDERED IN GALLON INCREMENTS. NO QUARTS ALLOWED. PLUMBING & FIRE PROTECTION SYMBOLS AND ABBREVIATIONS LEGEND, NTS 00N-P0101-C.00-ABBR 09/04/15 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIAL, LABOR AND SUPERVISION NECESSARY" TO COMPLETE THE PLUMBING WORK. IN. ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY PLUMBING FIXTURES (SEE PLUMBING RESPONSIBILITY SCHEDULE ON THIS SHEET) TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF DOMESTIC WATER AND SEWER PIPING FROM TENANT'S DEMISED PREMISE TO CONNECTION PROVIDED BY LANDLORD. 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO A POINT APPROVED BY LOCAL AUTHORITY. THE CONTRACTOR SHALL PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION (IF REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS REQUIRED. VENT THRU ROOF SHALL BE AT LEAST 15 FEET AWAY FROM A/C UNIT FRESH AIR INTAKE. 5. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL ONLY USTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. 6. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURES IN ACCORDANCE WITH ALL CODES AND AS REQUIRED BY LANDLORD'S CRITERIA. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AND NO MORE THAN 44" A.F.F. 7. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND/OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT THE RISK AND SOLE EXPENSE OF THE CONTRACTOR. 8. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. 9. PLUMBING CONTRACTOR TO FIELD VERIFY PROPER SLOPE OF EXISTING SEWER TO MAIN SEWER PRIOR TO.ANY NEW PLUMBING INSTALLATION. 10. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. 11. PLUMBING CONTRACTOR TO FAMILIARIZE AND FOLLOW SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF TENANT HANDBOOK. 12. PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO TURNING OVER SPACE TO TENANT. 13. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO VALVES, TRAP PRIMERS, ETC. INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. 14. NO PVC PLASTIC PIPING ALLOWED WITHIN CEILING VOIDS USED FOR NON -DUCTED RETURN AIR PLENUM OR IN WALLS, EXCEPT IN CANADA WHERE XFR-PVC MAY BE USED IF PERMITTED BY THE AUTHORITY HAVING JURISDICTION. 15. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUB -CONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS, AND PER LOCAL CODES AND NFPA STANDARDS. 16. HEADS MOUNTED UNDER EIGHT FEET (8'-0") ABOVE FINISHED FLOOR SHALL BE CONCEALED OR BE PROVIDED WITH WIRE GUARDS. 17. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT PLUMBING PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 18. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO ELECTRICAL, FIRE PROTECTION, MECHANICAL AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. 19. REFER TO ARCHITECTURAL I DRAWINGS FOR DEMOLITION WORK. 20. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 21. CONTRACTOR SHALL PROVIDE CUT SHEETS TO LSD&C FOR` ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 22. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATIONS, SIZES, INVERTS AND CONDITION OF EXISTING SANITARY WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 23. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. 24. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT/INSTALLATION OF ANY "WATER SAVING" DEVICES TO THE PLUMBING FIXTURES. (EXAMPLE: TOILET, FAUCETS, ETC.). 25. PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERILIZED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. 26. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. RECEIVED CITY OF TUKWILA OCT 02 2017 PERMIT CENTER CORREC ON LTR# PGrioio 8 PLUMBING GENERAL CONSTRUCTION NOTES NTS A 08/10/15 M -Engineering 750 Brooksedge Blvd. Westerville, Ohio 43081 phone: 614.839.4639 fax: 614.839.2222 www.mengineering.us.com z 0 U D F- z 0 U 03 z V7 W W 0 0 U 0 >+0 • cr o "I' ate: r cp J O 0. I- I- J 01 W N C ZZ C W C rCC L.- Q N x t:g0 0z= t- t- N W M W =D U 0- lL w Lr W O w 0 a 4 3 a�r..{ O W O EE m. U y. m O D a W O Y a Z W U a=2� CD -tl'O a! -->173.!!! d 1--•F-N N aw U 0 Ll W N w w � � W 2 Z •ii W C O CD CD Z y W D Z ; 6. J r o w.x rn U W U Z.43 U.O J V a C.(N�.�i VI��O-m NZO.O-J�= ti 0 N z�pO� 3 �zoo�it 02Z 2 � ZOZZyc,7 z3yd"go 3H• -li• - U'''o o¢U W n.!! NO• !! U O NLL'.. 2 U W'. CD ZOy 1- wY• d t -'W a H U a CC Q. I- Q • z Q N • O CC W EE iLtt FE ,Le5 2; CC i;;;: I.: ; a; :Di : 4.1 Li !-.. 1.2;!! ii : :: :: 2:: :: !! !! !! :: !!: ; ia;;--iizi4 E2 :: :: .7. :: ;p5 :: :3 >- :: CD =7 ;; GI cg • 0,4) 1==1 w in co 11 coms • 0 IX C.) *35 -J (s) Ce co ct CO CZ CL CO cn F- 1.0 00 CD 1.3 1- fej 4IC IX CL. he La REVISIONS: REQUIRED BY: BD PLUMBING RESPONSE DATE 09/21/17 RECEIVED OCT 0 3 2017 PUBLIC WORKS DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 08/25/17 GMT GMT BMM PLUMBING NOTES, SCHEDULES AND ISOMETRICS DRAWING NUMBER: r• t 1 1 DO NOT ROUTE ANY PIPING OVER ELECTRICAL EQUIPMENT ELECTRICAL CLOSET II �I II II II I I i ADJACENT TENANT - N.I.C. L L = J L = II II P03.O1 P03.01 (-YP) HALLWAY 2 STOC 0 K P03.01 (TYP.2) rje-.) Nei DF -1 0 2 0 0 W I LAV -2 cc W -J g BREAK AREA HALLWAY 1 MS —I —I 0 L_� CO z 4 o 1- ni O O O PINK 3 O 0 O O n d 1,--== FR 4 0 VEST 1 2 PERSON OFFICE F TRANS #5 O O ALCOVE 1 0 TRANS *3 TRANS #4 0 O O PINK 2 O O N 40 COZ CC 1- 11 u O 4�--- ori --- 11 11 0 I\— O J ADJACENT TENANT - N.I.C. "VERIFY ALL FIELD CONDITIO S PRIOR TO BID" O 0 -�1 O PINK 1 O 0 IP. O 7 O O F.4 0 r _/ CC4 1- F.7 n 1L III 4-I === === === -116= ==== 12.8 EC FIRE 'FE -CT -ION -CONTRACTOR TO V IFY IF SPRINKLER HEADS O IN STO EFRONT AND TRANSITIONS C) ARE QUIRED BY THE CODE, Z LOCA (AUTHORITIES, FIRE 0 MARS BALL AND THE LANDLORD. c i ELIMI FE IF NOT REQUIRED 4 OCATE SPRINKLER IEADS TO AVOID IPE RAILS (TYP.) pEe,&f / 7_ FeLq 7UziJ (LJ ocp•i:/5 �Qu�,eEd FDR. rnvr F'26 4-5ff/N,e NE/4(S) ,ea.OU3T/o N, JY> PG 117 oto� REVIEWED FOR CODE COMPLIANCE APPROVED OCT 04 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER PLUMBING AND FIRE SPRINKLER HEAD PLAN CONNECT (N) 4" SANITARY SEWER BELOW SLAB TO (E) SANITARY SEWER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 4") CONNECT (N) 1" COLD WATER TO (E) COLD WATER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 1") O3 P.O.C. OF (N) VENT TO (E) VENT LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 2") PLUMBING CONTRACTOR TO PROVIDE WATER METER - 'HERSEY MODEL NO. Y4" MVR' AT MINIMUM OF 16 GPM. VERIFY LOCATION. MOUNT 48" ABOVE FINISHED FLOOR. MAKE NECESSARY CONNECTIONS AS REQUIRED. METER TO READ IN GALLONS. SPRINKLER HEADS SHOWN FOR REFERENCE, STYLE, FINISH, SUGGESTED LOCATION AND QUANTITY ONLY. FILED UNDER SEPARATE PERMIT. GC SHALL PROVIDE COVERS ON ALL FLOOR DRAINS DURING CONSTRUCTION TO PREVENT DEBRIS IN PIPES. GC TO PROVIDE WRITTEN REPORT TO LSD&C PM ON CONDITION OF EXISTING SEWER TIE-IN REGARDING SLOPE AND FLOW. • SCOPE WITH CAMERA PRIOR TO CONNECTION • DO NOT CONNECT WITHOUT LSD&C PM AUTHORIZATION IF SPECS NOT MET PLUMBING AND FIRE SPRINKLER HEAD PLAN KEYNOTES NTS () 09/02/11 M -Engineering 750 Brooksedge Blvd. Westerville, Ohio 43081 phone: 614.839.4639 fax: 614.839.2222 www.mengineering.us.com 4001 ALBF4 FWAS AUG 2 5 2017 \ 0 M U 0 D O 1- Z E O 0 ✓ co 0 z (1) a W -0 .E ce O a' n I 0 0 a) 01 Z W CC • yW3WK K W 2 Z a a 9 0 ) - 0 U CC0 N 0 CC Pccrp WJi NZWWa N aWrz.O0 Z =a F- OOgg-5N m MU0= W W W O O o N C 2 OW = Od1- 0 1- U 0. C BRANDS STORE UO 4 a 0.' j a Z _ W 11:1-C4 O U 1:2-171 �aa �O W N a-o�0 0 F aa - p O dO O.- 0 G 0 UW�= a JOyO WWma azoa H0 [Y1--CV1W- �a�=O C ONZWUOO~UOOW1.p Y7dOza^3�c2ioV7 .goytail=U�w�V1QNH1=-WUU •• O=W7. Z UQ J0 Y W WWa3�sa4,...OJa2V)2033 0 0ODH. Z -7d W O_' NV W Wmc512- s^1ZW N7 CCW U d a O 0- 0 h ■ PROJECT INFORMATION: 111 Cn lizz= ce 2o0 L(')Woo Z�zcn 901 Hog � N�1 V Q 0_ NG 41 41:C WLAJ� 0_ 0 J Y O) Z 000 0a -1n 0 w CL 0 C.) i/) W Z CilC W 0 0_ V J REVISIONS: REQUIRED BY: DATE DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 08/25/17 GMT GMT BMM PLUMBING AND FIRE SPRINKLER HEAD PLAN L.� DRAWING NUMBER: 1 BRONZE BODY, SCREWED CONNECTION, PRESSURE REDUCING -o VALVE, SET AT 75 PSI BALL VALVE: BRONZE BODY, FULL PORT, SCREWED ENDS (TYP) TURN DOWN INTO STACK 1" REDUCED PRESSURE PRINCIPLE ASSEMBLY WILKINS 1-975XL2 GATE VALVE: BRONZE BODY, SCREWED, RESILIENT SEATED, NRS. DO NOT USE A QUARTER TURN VALVE COPPER WATER SERVICE ENTRY 1" FLOOR FIXED AIR GAP DRAIN CONNECTION WITH DRAIN PIPING TO MOP SINK ROOFING (FLASHING, ET LANDLORD REQ RIALS PER UIR ENTS M -Engineering 750 Brooksedge Blvd. Westerville, Ohio 43081 phone: 614.839.4639 fax: 614.839.2222 www.mengineering.us.com WATER METER 16.3 GPM SUPPORT PIPING VIA PIPE STANDS AND/OR WALL BRACKETS AS REQUIRED (TYP) STRAINER: BRONZE BODY, SCREWED, STAINLESS STEEL SCREEN. MOUNT AS REQUIRED FOR SCREEN REMOVAL. DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. INSTALL ITEMS FURNISHED BY WATER COMPANY, PAY ANY FEES REQUIRED BY WATER COMPANY, FURNISH AND INSTALL ITEMS NOT PROVIDED BY THE WATER COMPANY. PROVIDE BACKFLOW PREVENTER OF TYPE AND MANUFACTURER APPROVED BY LOCAL AUTHORITIES. PROVIDE PRESSURE REDUCING VALVE ONLY IF PRESSURE EXCEEDS 80 PSI - VERIFY. STRAINER AND REDUCING VALVE MAY BE INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE IT. CLEAN STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED CERTIFICATION OF TESTING OF THE BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ROOFING MATERIAL ROOF CONSTRUCTION INCREASER WHERE REQUIRED SLEEVE ROOF CONSTRUCTION REQUIRED VENT STACK DOMESTIC WATER SERVICE ENTRY 00D-P0301-L01-DSWE 09/09/201 T THRU ROOFS DETAIL 00D -P0301 -D00 -VTR 09/03/2 HOT OR COLD WATER SUPPLY ON BRANCH LINE GREATER THAN 20 FEET LONG, PLACE ANOTHER ARRESTER IN THE MIDDLE, EACH IS SIZED FOR HALF THE FIXTURE UNITS ON HORIZONTAL BRANCH LINE LESS THAN 20 FEET LONG, PLACE ONE WITHIN SIX FEET OF THE LAST FIXTURE SERVED ARRESTER WITHIN SIX FEET OF FIXTURE SERVED SINGLE FIXTURE CAULK WITH FLEXIBLE FILLER RATED WALL 1" FIBERGLASS INSULATION THRU WALL ONLY MULTIPLE FIXTURES (E) OR (N) PIPE PDI SIZE FIXTURE UNIT LOAD AA 1-3 A 4-11 B 12-32 C 33-60 D 61-113 E 114-154 F 155-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 - TANK WATER CLOSET 5 - URINAL 5 - LAVATORY 1.5 1.5 SINK 2 2 MOP BASIN 3 3 SHOWER/BATHTUB 2 3 DRINKING FOUNTAIN 0.5 - z 0 I— U D Et v7 z 0 U z U) W 0 W O (1) NON-COMBUSTIBLE UL LISTED FIRE STOPPING UAL R SPACE D UND ALL UNINSULATED - UL SYSTEM WL 1001 INSULATED - UL SYSTEM WL 5039 PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 OR ANSI #A112.26.1 M CERTIFICATION. SIZE AND INSTALL PER PDI . #WH -201 STANDARD OR MANUFACTURER'S INSTRUCTION. THE TABLES ABOVE ARE BASED ON THE SIOUX CHIEF PRODUCT LINE. IF PRESSURE IS IN EXCESS OF 65 PSIG THEN UPSIZE THE ARRESTER BY ONE (EXAMPLE: AN 'A' ARRESTER WOULD BECOME A 'B' ARRESTER.) NOTE: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND LIQUID TIGHT. INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5039 AND BE A UL TESTED ASSEMBLY. 00D-P0301-R00-WHAI 10/30/2014 PIPE FLOOR PENETRATION DETAIL 00D-P0301-600-PPEN 09/03/201 OOD-P0301-C0O-PTFW 09/03/2 TYPICAL SPRINKLER HEAD LOCATION FOR T -BAR CEILING COLD WATER SUPPLY TO W.H. TRAP PRIMER WITH INTEGRAL VACUUM BREAKER TYPICAL 48"X24" CEILING TILE DOMESTIC COLD WATER LINE IN PLUMBING CHASE OR UNDER FIXTURE. MAKE BRANCH TO TRAP PRIMER OFF TOP OF THIS PIPE '? K5 GATE/BALL VALVE BY PC (TYP) - REFER TO HOT WATER RECIRC. PUMP DETAIL L HW X$,. ON THIS SHEET %" TO FIXTURES UNION BY PC (TYP) WATER HEATER, SEE PLUMBING FIXTURE SCH. FOR ADDITIONAL INFO. J w 4 ✓ s CL La w • W La • 0 < O • rm "osuJ W W L� U U• OF-v W OW WCC U• N 0 y = Z W Q U O V La• �r;a z y Z =DZ3WZ C) Lw G m U 0 < W O 4f La C W W 0C. W F y W 0.• O U O La — W La 1 C O 3 W C li N 01 y CC VI ME 4,La CI O --W 2 Z ▪ C OK 4. W Z J W = O LI; s < Lz CD O �• ZJ�< bl1= w ay W E2 ° y O C= Be O 0 O O Z Z w Z Z z3g~2o O 2 O t N U W - O CE U 0 0 U _�1--ce 2c c5 O w Z O a .— 23 pc 0C.. P-- U 0C, C 4 n W ^ Z < W O N CO y Q N _ 4 (=7 0 Z Z W CC 2 C 0 CD U ▪ CU aO 12 C W d C V 0 >- mc y O < r4 Ce • J O TRAP PRIMER IN CHASE OR UNDER FIXTURE. INSTALL PRIMER MINIMUM SIX INCHES ABOVE FLOOD RIM OF FIXTURE BEING SERVED PROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONE TRAP IS SERVED BY A PRIMER TYPICAL SPRINKLER HEAD LOCATION FOR T -BAR CEILING PROVIDE COUPLING CHECK VALVE BY PC (TYP) PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. IF LOCATED IN A CHASE OR WALL, PROVIDE A HINGED, LOCKABLE, PRIME COATED ACCESS DOOR IN AN ACCESSIBLE BUT INCONSPICUOUS PLACE CONCRETE FLOOR TYPE "K" SOFT COPPER TUBE BELOW FLOOR SLAB WITHOUT JOINTS. SLOPE TOWARD FLOOR DRAIN TRAP. PROVIDE ELASTOMERIC INSULATION FROM TRAP TO ABOVE FLOOR SLAB FLOOR DRAIN OR FLOOR SINK P -TRAP WITH TRAP PRIMER CONNECTION REFER TO STRUCTURAL 7_ DRAWINGS FOR SEISMIC SUPPORT REQUIREMENTS %" T & P RELIEF VALVE BY PC RUN Y4" COPPER PIPE TO MOP SINK AIR CHARGING VALVE FILL TANK WITH AIR PRESSURE. THEN OPEN VALVE WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING DRAIN VALVE BY PC TRAP PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. PLATFORM BY GENERAL CONTRACTOR 1" SECONDARY DRAIN TYPICAL 24"X24" CEILING TILE C TYPICAL 48"X24" CEILING TILE (FAUX 24"X24") FIRE SPRINKLER HEAD LOCATION DETAILS 1" L. 1,-0" 00D-P0301-P00-FSHL 09/03/201 rL ru DRAINS TO MOP SINK NOTE: INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTINGS. FITTINGS COME FACTORY EQUIPPED WITH HEAT TRAPS IN NIPPLES. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. DROP NIPPLE REDUCER SUSPENDED CEILING TRAP PRIMER DROP NIPPLE 00D -P0301 -F01 -TRAP F 09/03/201 WATER HEATER DETAIL OOD-P0301-B00-WTHR 03/27/15 REDUCER SPRINKLER HEAD WALL CLEANOUT REVIEWED FOR CODE COMPLIANCE APPROVED SUSPENDED CEILING FINISHED FLOOR CLEANOUT PLUG COVER FINISHED FLOOR OCT 04 2DIT ESCUTCHEON CONCRETE SLAB ADJUSTABLE HOUSING WALL ACCESS COVER SEALANT SPRINKLER HEAD CONCEALED HEAD REFER TO PLAN AND LEGEND FOR POP -OUT COVER FINISH COLOR. WATERPROOF MEMBRANE SHALL EXTENT INTO THE DRAIN BOWL FLANGE. PC SHALL CLAMP PAN WATER TIGHT INTO DRAIN COLLAR CONCRETE SLAB OR FINISHED FLOOR GRADE AT LOWER City of Tukwila LADING DIVISION REVISIONS: REQUIRED BY: BD PLUMBING RESPONSE 09/21/17 SPRINKLER HEAD STRUCTURE AT UPPER LEVEL TO TENANT'S SANITARY SEWER SEALANT GRADE AT LOWER LEVEL MIN. 4" DEEP SEAL TRAP SPRINKLER HEAD NOT LESS THAN 18" FROM 10 THE TOP OF ANY OBSTRUCTION PENDANT HEAD UPRIGHT HEAD *FLOOR WALL RECEIVED CITY OF TUKWILA OCT 02 2011 PERMIT CENTER DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 08/25/17 GMT GMT BMM PLUMBING AND FIRE PROTECTION DETAILS DRAWING NUMBER: CLEANOUT DETAILS FLOOR DRAIN DETAIL 02/14/201 SECTION 210000: FRE PRO'TECTION A. SCOPi OF 1. PROVIDE A COMPLETE AND OPERABLE FIRE PROTECTION SYSTEM AS IT APPLIES TO THE DEMISED PREMISE. 2. WHERE APPLICABLE, THE CONTRACTOR SHALL CONTRACT THIS WORK WITH A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR, ALL MATERIALS AND EQUIPMENT UNDER THIS SECTION SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORIES/OF CANADA, INC. FOR FIRE PROTECTION SYSTEM INSTALLATION. 3. THE FIRE PROTECTION SYSTEM SHALL BE AS FOLLOWS: a. NEW WET SPRINKLER FIRE PROTECTION SYSTEM FOR ALL AREAS OF THE RETAIL SPACE, PORTIONS THAT ARE UNHEATED OR EXPOSED TO FREEZING TEMPERATURES SHALL BE PROVIDED WITH AN AUTOMATIC DRY PIPE SYSTEM COMPLYING WITH NFPA/NFPAC 13. b. COVERAGE SHALL BE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA/NFPAC 13, LOCAL CODES, LANDLORD'S CRITERIA, MALL INSURANCE AND LSD&C'S STANDARDS AND SHALL INCLUDE: (1) ALL PIPE TAPS, RISERS, LATERALS, BRANCHES, VALVES, HANGERS, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED. (2) PROVIDE PROFESSIONALLY DESIGNED AND SEALED DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS AS NEEDED INCLUDING ANY SEALS, PERMITS, FEES, AND CHARGES. c. FIRE EXTINGUISHERS SHALL BE PROVIDED. REFER TO INSTALLATION SECTION OF THIS SPECIFICATION. 4. EXAMINE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS TO PROPERLY SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 5. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT CALCULATIONS TO THE LSD&C'S PROJECT MANAGER UPON REQUEST OR REWORK SYSTEM TO THE LSD&C PROJECT MANAGER'S SATISFACTION. 6. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA SHALL BE INCLUDED AS PART OF THIS WORK. SECTION 220000: PL A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: B.SHOP DKA °° G8 AND DESIGN 1. IN ACCORDANCE WITH THE PREVAILING STANDARDS, BUT NO LESS THAN THAT REQUIRED BY NFPA/ NFPAC 13, THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE COMPLETE CALCULATIONS AND SHOP DRAWINGS. SIX (6) COPIES SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND ADDITIONAL SETS AS REQUIRED TO THE PROPER CODE AUTHORITIES FOR APPROVAL (NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED): 2. COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE LSD&C PROJECT MANAGER. a. REQUIREMENTS IF PROJECT IS A SIMON MALL A MINIMUM OF FIVE SETS OF SHOP DRAWINGS ALONG WITH HYDRAULIC CALCULATIONS (IF APPLICABLE) SHALL BE SUBMITTED TO GLOBAL RISK CONSULTANTS FOR APPROVAL. HYDRAULIC CALCULATIONS SHALL BE SUBMITTED REGARDLESS OF THE SCOPE OF WORK INVOLVED. b. REQUIREMENTS IF PROJECT IS A SIMON MALL FIVE SETS OF MATERIAL BROCHURES SHALL ALSO BE SUBMITTED TO GRC FOR REVIEW. BROCHURES SHALL BE LIMITED TO NEW SPRINKLER HEADS, FLEXIBLE DROPS AND VALVES. PLANS SHALL INDICATE THE TYPE OF PIPING BEING UTILIZED WITH THE GAUGE INDICATED. 3. LISTED BELOW ARE MINIMUM REQUIREMENTS FOR SPRINKLER SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE HYDRAULICALLY DESIGNED: a. ORDINARY HAZARD, GROUP 2: PROVIDE A 0.20 GPM/SF PER 1,500 SQUARE FEET DENSITY WITH 165'F RATED 1/2" ORIFICE SPRINKLER HEADS OR FOLLOW NFPA/NFPAC DENSITY/AREA CURVE FOR DENSITY COVERAGE. PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET PER HEAD. (1) REQUIREMENTS IF PROJECT IS A SIMON MALL: MINIMUM SPACING SHALL BE 70 SQUARE FEET PER HEAD AND SPACING SHOULD NOT EXCEED 100 SF FOR DENSITIES OVER 0.25 GPM/SF. (2) REQUIREMENTS IF PROJECT IS A SIMON MALL: FM GLOBAL REQUIRED DENSITY WILL BE 0.15 GPM/SF OVER THE MOST HYDRAULICALLY REMOTE 2500 SF USING h' ORIFICE, 165 DEGREE RATED HEADS. HEAD SPACING SHOULD NOT EXCEED 130SF. OPTIMUM SPRINKLER OPERATING AREA SHOULD BE 300SF UNLESS SPECIFIC APPROVAL IS GIVEN OTHERWISE FOR SPECIAL OCCUPANCIES. THE MOST REMOTE AREA SHOULD HAVE THE DIMENSIONS PARALLEL TO THE BRANCH LINE OF AT LEAST 1.4 TIMES THE SQUARE -FOOT OF THE AREA. THE DENSITY DESIGN SHOULD CONFORM TO THE MOST STRINGENT FM GLOBAL OR NFPA/NFPAC 13, ORDINARY HAZARD GROUP TWO OCCUPANCY FOR RETAIL/COMMON/OFFICE AND MECHANICAL EQUIPMENT AREAS. b. MAXIMUM HEAD SPACING: 15 FT. c. SPRINKLERS SHALL BE TESTED FOR A MINIMUM OF 2 HOURS AT 200 PSI. d. DESIGN CALCULATIONS OF INSIDE PIPE SHALL USE C=100 FOR DRY AND C=10 FOR WET SYSTEMS. C. SPRINKLER HEADS 1. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING LSD&C STORES ARE NOT TO BE REPLACED UNLESS NOTED OTHERWISE), U.L. AND F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY AUTOMATIC SPRINKLER, GRINNELL, RELIABLE, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE RATED AS FOLLOWS OR AS REQUIRED BY LOCAL CODES: a. STORAGE AREAS OR MEZZANINES: 200'F -225'F. b. SALES AREA: 150'F -170'F OR 200'F -225'F AS NOTED ON PLANS. 3. MANUFACTURER FOR ALL SPRINKLER HEADS SHALL BE AS FOLLOWS: a. SALES AREA: BASE BID SHALL INCLUDE HEADS MANUFACTURED BY RELIABLE WITH ALTERNATE BIDS BASED ON VIKING MICROMATIC MODEL M OR GRINNELL MODEL F972 AND SHALL BE APPROVED BY THE LSD&C PROJECT MANAGER PRIOR TO ORDERING AND INSTALLATION. b. NON -SALES AREA: ROUGH BRASS FINISH AS MANUFACTURED BY AUTOMATIC SPRINKLER, STAR, RELIABLE, GRINNELL OR VIKING SPRINKLER COMPANY ONLY. 4. ALLFOR SALESFINISH AREA SPRINKLERREQUIREMENTS. HEADS INCLUDING TRIM AND COVER SHALL HAVE FACTORY APPLIED FINISH. REFER TO FIRE SPRINKLER HEAD PLAN 5. ALL SPRINKLER HEADS ON THE MALL SIDE OF TENANT'S STOREFRONT ENCLOSURE, IF ANY, SHALL MATCH LANDLORD'S TYPE. D. G, FITTINGS, & VALVES 1. SCHEDULE 40 BLACK STEEL: ASTM A-53 WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER, SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. FITTING SHALL BE APPROVED FOR 175 PSI WORKING PRESSURE. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE WHERE APPROVED BY LOCAL CODE AND THE LANDLORD. 5. REQUIREMENTS IF PROJECT IS A SIMON MALL: APPROVED FM LIGHTWALL PIPING WITH ROLL GROVES MAY BE USED IS SIZES LARGER THAN 2 INCHES, EXCEPT WHERE PIPE IS SUBJECT TO PHYSICAL DAMAGE. 6. REQUIREMENTS IF PROJECT IS A SIMON MALL: ALL HANGERS SHALL CONFORM TO FM GLOBAL GUIDELINES, STRUCTURAL STEEL HEADERS SHALL BE INSTALLED FOR SUPPORTING CROSS MAIN HANGERS WHERE THE MAIN IS NOT DIRECTLY BELOW A STRUCTURAL MEMBER. 7. REQUIREMENTS IF PROJECT IS A SIMON MALL: CAST IRON WALL PLATES SHALL BE PROVIDED ON EXPOSED PIPING WHERE PIPE PASSES THROUGH WALLS, PARTITIONS, CEILINGS, ETC., SECURED BY SETSCREWS. 8. REQUIREMENTS IF PROJECT IS A SIMON MALL: VALVES SHALL BE FM GLOBAL APPROVED AND RATED 175 PSI MINIMUM. E.INBTALLATION 1. A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD, VERIFY IN FIELD PRIOR TO BID. a. MWHENEVER AN EXISTING SPRINKLER SYSTEM IS BEING RENOVATED, THE INTEGRITY AND RELIABILITY OF THE EXISTING SYSTEM SHALL BE AINTAINED. b. ORIGINAL SPRINKLER SHOP DRAWINGS SHALL BE ACQUIRED THROUGH THE MALL MANAGER/PROJECT MANAGER; HOWEVER, THE SPRINKLER CONTRACTOR SHALL VERIFY THE EXISTING SPRINKLER SYSTEM IN THE FIELD AND SHALL COORDINATE WITH AND SHOW DISCREPANCIES BETWEEN THE ORIGINAL SHOP DRAWINGS AND FIELD CONDITIONS IN THE RENOVATED SHOP DRAWINGS. 2. INSTALLATION SHALL INCLUDE TESTING THE BUILDING SYSTEM PRIOR TO CONNECTING TO MALL SPRINKLER SYSTEM. TESTING SHALL BE APPROVED BY THE FIRE DEPARTMENT AND LANDLORD REPRESENTATIVES. FINAL CONNECTION TO LANDLORD'S SPRINKLER MAIN WILL NOT BE MADE UNTIL THE ENTIRE SYSTEM WITHIN THE DEMISE PREMISES IS TESTED AND READY FOR SERVICE. 3. SPRINKLER HEAD SPACING SHALL COMPLY WITH ORDINARY HAZARD, GROUP 2. 4. SYSTEM SHALL COMPLY WITH THE MOST STRINGENT OF THESE SPECIFICATIONS, THE LANDLORD'S DESIGN CRITERIA OR LOCAL CODES WITH PIPE SIZING BEING BASED ON NFPA/NFPAC ORDINARY HAZARD, GROUP 2 AND COMPLY WITH NFPA/NFPAC 13 LATEST EDITION. 5. ALL SPRINKLER LINES SHALL BE CONCEALED AND MOUNTED AS HIGH AS IS PRACTICAL, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. 6. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. 7. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT AND MAJOR COMPONENTS, INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS, REMOVE ALL UNUSED PIPING. 8. FASTENING AND/OR SUSPENSION DEVICES MUST BE ATTACHED TO THE BUILDING STRUCTURE ONLY. SUPPORT SHALL BE FROM THE TOP OF ANY BAR JOIST OR AS DIRECTED BY THE LANDLORD OR THE BUILDING STRUCTURAL ENGINEER. 9. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER - COORDINATE LOCATION WITH THE LSD&C PROJECT MANAGER AND LOCAL FIRE PROTECTION OFFICIAL TO ROUGH -IN. a. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. b. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. c. FIXTURES AND EQUIPMENT AS SCHEDULED. d. COMPLETE NATURAL GAS OR PROPANE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). e. CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). f. TESTS AND ADJUSTMENTS. g. SUBMIT A COMPLETE SET OF REPRODUCIBLE AS-BUILTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. GC TO PROVIDE WRITTEN REPORT TO LSD&C PM ON CONDITION OF EXISTING SEWER TIE-IN REGARDING SLOPE AND FLOW. a. SCOPE WITH CAMERA PRIOR TO CONNECTION. b. DO NOT CONNECT WITHOUT LSD&C PM AUTHORIZATION IF SPECS NOT MET. 4. RELOCATION OF EXISTING WAT R, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B.EO ' ,.mss T A INSTALLATION 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD AND CRANE MAY BE CONSIDERED WITH APPROVAL FROM LSD&C PROJECT MANAGER. 2. SANITARY PIPING a. PROVIDE ALL SANITARY WASTE, SEWERS, AND VENTS WITHIN THE PROJECT SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON-SITE. SANITARY WASTE AND VENT PIPING ABOVE FLOOR SHALL BE HUBLESS CAST-IRON PIPE, FITTINGS AND CONNECTIONS. SANITARY WASTE AND VENT PIPING BELOW GRADE SHALL BE SCHEDULE 40 PVC PLASTIC PIPE WITH SOLVENT WELD FITTINGS, OR SERVICE -WEIGHT CAST-IRON WITH NEOPRENE GASKET JOINT SYSTEM. NO PVC PLASTIC PIPING ALLOWED WITHIN CEILING VOIDS USED FOR NON -DUCTED RETURN AIR PLENUM OR IN WALLS, EXCEPT IN CANADA WHERE XFR-PVC MAY BE USED IF PERMITTED BY THE AUTHORITY HAVING JURISDICTION. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT FOR PIPE SIZES 3" AND SMALLER, 1/8" PER FOOT FOR PIPE SIZES 4" AND LARGER, UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. b. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. c. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: a. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER, BRAZE ALL JOINTS. (PROPRESS FITTINGS ARE NOT PERMITTED) b. ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN -ANTIMONY SOLDER. 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID. NOTIFY THE LSD&C PROJECT MANAGER, IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE-IN AS FOLLOWS: • M -Engineering 750 Brooksedge Blvd. Westerville, Ohio 43081 phone: 614.839.4639 fax: 614.839.2222 www.mengineering.us.com At, AUG 2 5 2017 a. SCOPE SANITARY TO LEASE LINE, SNAKE AS REQUIRED AND REPORT ANY BLOCKAGES. b. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDED BY EQUIPMENT SUPPLIED. 6. INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1" THICK (K=0.23 D 75'F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL/ULC FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS, UNLESS OTHERWISE SPECIFIED. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL CLEANOUT LOCATIONS SHALL BE APPROVED BY THE LSD&C PROJECT MANAGER. 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED, AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS AND CEILINGS IN FINISHED AREAS. 0 O) N M �t ~ LO o O r co la E co C O 0 03c ;1. CL q4: E C O CD IEE CD I- 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES MINIMUM AS FOLLOWS: a. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. b. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR, WHERE APPLICABLE. 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS, IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. C. GAS PIPING 1. FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM, IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. FURNISH AND INSTALL A GAS COCK, DRIP LEG AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. 4. SUPPORT PIPING AS REQUIRED BY CODE OR REQUIRED BY LANDLORD CRITERIA, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST -INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED, OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA/NFPAC 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA/NFPAC 54 CODES, UP TO FINAL CONNECTION POINT AT THE APPLIANCE. 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. 10. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., EXPENSE. COMPLETELY FLUSH THE SYSTEM UNTIL DISCHARGE SHOWS NO DISCOLORATION. 11. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, TENANT'S ARCHITECT, INSURANCE REPRESENTATIVE, PROJECT OFFICE AND THE LSD&C PROJECT MANAGER. 12. PROVIDE VALVED DRAIN WITH HOSE THREAD AT ALL LOW POINTS OR TRAPS IN SPRINKLER PIPING. IDENTIFY DRAIN VALVES IF ABOVE HARD CEILINGS WITH A SUITABLE CEILING MARKER AND PROVIDE ARCHITECT APPROVED METHOD FOR ACCESS AS REQUIRED. 13. COORDINATE SPRINKLER WORK WITH FIRE/ALARM CONTRACTOR WHERE THERE ARE FLOW AND TAMPER SWITCHES AND ALARM REQUIREMENTS. 14. SPRINKLER SYSTEM SHALL BE INTERFACED WITH BUILDING FIRE/LIFE SAFETY AND SMOKE EXHAUST SYSTEM IF REQUIRED. REFER TO LANDLORD TENANT CRITERIA AND REQUIREMENTS. 15. FURNISH AND INSTALL 10LB. TYPE "ABC" FIRE EXTINGUISHERS WITH CABINETS IF REQUIRED, AND AT LEAST A "4A-80B:C" RATED EXTINGUISHER. LOCATIONS ARE TO BE ESTABLISHED IN THE FIELD BY THE LSD&C PROJECT MANAGER AND THE LOCAL FIRE PROTECTION OFFICIAL MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. REVIEWED FOR CODE COMPLIANCE APPROVED OCT n42017 City at Tukwila aW.D -INION RECEIVED CITY OF TUKWILA SEP 01 2017 PERMIT CENTER PG11 0109 • = O Z O y wZmUaa Z O W • W y • Z = W C p. li Q Z 3 a W O O W y 4 d' m`3CD= a co� I-. Z W z 3 a Lal o o w �_ arn~= = O O H y� y ~' W Q - W y�~ W U O� O C0 C W o y - U (� 1 a Q O 4. H ~ 4 0 O W CAL' 0 W- 0 a N J W Z m H H y� m� N U W W O =0 O p�pNpd C�='Jd= O y� O � • W � X Q K 0 C=.7 V Y O y w O d W U ▪ U U Q. r ~ a Z y = Q C1 CC �3>� s y y � yOj CJ W moa z 4f F (/ 1 0 V 3 = O U 1:0:61;"; ' W • Z Z ems==- d O � � � o • w • 0 w Q O O Q V y 3 • f/ 0 3�o3pF _ W Z y 0 O C Y C Z� 1? W N = y 1 K = p O w Z O a C = O C [L H U d Ot Q � 4 „ to rf YCIOO CL s W OC V w co can w W 0 C.D N W REVISIONS: REQUIRED BY: DATE DATE Icci IGn. DESIGNED BY: DRAWN BY: CHECKED BY: 08/2_5/1'7 1 GMT GMT BMM PLUMBING AND IRE PROTECTIO SPECIFICATIONS DRAWING NUMBER: iI