Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PG17-0111 - TARGET - INTERIOR REMODEL
TARGET 301 STRANDER BLVD PGI7-0111 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 2623049005 301 STRANDER BLVD Project Name: TARGET Permit Number: PG17-0111 Issue Date: 1/4/2018 Permit Expires On: 7/3/2018 Owner: Name: Address: Contact Person: Name: TARGET CORPORATION T 0627 PO BOX 9456 C/0 PROPERTY TAX/TPN 0950, MINNEAPOLIS, WA, 55440 ELLE REINHARD Address: 1101 2ND AVE #100 , SEATTLE, WA, 98101 Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AVE N , KENT, WA, 98032- 2945 License No: HERMACLOO5BJ Lender: Name: Address: Phone: (206) 962-6865 Phone: (206) 575-9700 Expiration Date: 8/25/2018 DESCRIPTION OF WORK: INTERIOR REMODEL OF PUBLIC RESTROOMS, EMPLOYEE LOUNGE, STOCKROOM, STARBUCKS AND GROCERY REFRIGERATED CASES Valuation of Work: $215,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $816.23 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: 2017 2017 2017 2015 Permit Center Authorized Signature: / �i L%2C'v Date: d/',a//8 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: I- Date: f / 41 19 Print Name: U✓ oiAfr 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 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No.? 11'o t \ Project No. Date Application Accepted: Date Application Expires: (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.: 262304900505 Site Address: 301 Strander Blvd., Tukwila, WA 98188 Suite Number: N/A Floor: N/A Tenant Name: Target Corporation PROPERTY OWNER Name: Elle Reinhard Name: Target Cin': Seattle State: WA Zip: 98101 Address: 1000 Nicollet Mall Email: elle.reinhard@mg2.com Cin': Minneapolis State: MN Zip: 55403 CONTACT PERSON — person receiving all project communication Name: Elle Reinhard Address: 1101 Second Ave, Ste. 100 Cin': Seattle State: WA Zip: 98101 Phone: (206) 962-6865 Fax: Email: elle.reinhard@mg2.com New Tenant: ❑ Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 215,000 Scope of Work (please provide detailed information): Interior remodel of existing Public Restrooms, Employee Lounge, Stockroom, Starbucks and Grocery refrigerated cases. Building Use (per Int'I Building Code): Retail Occupancy (per Int'I Building Code): M (Mercantile) Utility Purveyor: Water: King County Water District 125 H:Wpplications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Sewer. City of Tukwila Sewer District 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 3 Shower, single head trap 3 Sinks 5 Rain water system — per drain (inside building) 1 Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 2 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 3 Lavatory 3 Urinal 2 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment 1 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 2 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 1 Wash fountain 5 Water closet 8 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 1 Repair or alteration of drainage or vent piping 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 2 Fixture Type Qty Dental unit, cuspidor Floor drain 1 Receptor, indirect waste 5 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 1 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: Date: 09/01/2017 Print Name: Scott Owen Mailing Address: 1101 Second Ave, Ste. 100 H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11 .docx Revised:. August 2011 bh • Day Telephone: (206) 962-6500 Seattle WA 98101 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $2,052.74 M17-0125 Address: 301 STRANDER BLVD Apn: 2623049005 $1,389.76 Credit Card Fee $40.48 Credit Card Fee 1 R000.369.908.00.00 0.00 $40.48 MECHANICAL $1,285.03 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,251.88 TECHNOLOGY FEE $64.25 TECHNOLOGY FEE I R000.322.900.04.00 0.00 $64.25 P.G17-0111 Address: 301 STRANDER BLVD Apn: 2623049005 $662.98 Credit Card Fee $19.31 Credit Card Fee R000.369.908.00.00 0.00 $19.31 GAS $99.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PLUMBING $513.57 PERMIT FEE R000.322.100.00.00 0.00 $480.42 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $30.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13152 R000.322.900.04.00 0.00 $30.65 $2,052.74 Date Paid: Thursday, January 04, 2018 Paid By: HERMANSON COMPANY LLP Pay Method: CREDIT CARD 236944 Printed: Thursday, January 04, 2018 8:40 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $19,753.66 D17-0245 Address: 301 STRANDER BLVD Apn: 2623049005 $17,553.14 DEVELOPMENT $17,553.14 PERMIT FEE R000.322.100.00.00 0.00 $4,710.15 PLAN CHECK FEE R000.345.830.00.00 0.00 $12,842.99 EL17-0694 Address: 301 STRANDER BLVD. Apn: 2623049005 $1,726.01 ELECTRICAL $1,726.01 PLAN CHECK FEE R000.345.832.00.00 0.00 $1,726.01 M17-0125 Address: 301 STRANDER BLVD Apn: 2623049005 $321.26. MECHANICAL $321.26 PLAN CHECK FEE R000.322.102.00.00 0.00 $321.26 PG17-0111 ' Address: 301 STRANDER BLVD Apn; 2623049005 $153.25 GAS $24.86 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.86 PLUMBING $128.39 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12372 R000.322.103.00.00 0.00 $128.39 $19,753.66 Date Paid: Wednesday, September 20, 2017 Paid By: MG2 Pay Method: CHECK 097536 Printed: Wednesday, September 20, 2017 2:53 1 of 1 PM CSYSTEMS -""'INSPECTION NO. INSPECTION RECORD Retain a.c_opy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: IetY1ei T e of Inspection: 1-tArni3tI. FI Address: y � (J�, :30 ( S- \yNr\li�pt LV41 Date Called: _ Special Instructions: - A )ea 40 (�erri ,; Date Wanted: .� r q/q/Z-0/fr Reque a.m. P.m. I I � _ .t Ritsi��' C i <3e �' 1 p+ f1(„, Phone No: 00 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: P-1,,.14,)0/15 nLt Inspettor:7 Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd_, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prro/ieec-t: /7 T Ty eBof IAnspection: Address: '/ STMUOC 15a9i D to Called: Special Instructions: ,h59,4/9-erJ' 1/IY / 7/ / ( A� ,may ���j .� Date Wanted: ig et p.m. Requester: Phone No: 'w - �L 7 L� 707,1 Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: s3X Date: 3HZo fr REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1 017=0(1 Project- ` — T of Ins ection: 1 ' t-8 Address: E. LV - Date Called: 30t-�1 nc Special Instructions: Date Wanted: 3--/y-20I( a.m. p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: `-.en.Afre-1 _TA) ,Aff )6- Ph�tr�n Sfrvla-r ,011 4e&fdic Inspector: &Jos nA,,, Dater /U _2dK 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 /Y=7 -p/// PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: p�-. %iifl - fTh(%L- Adddr.S9 A%, 30/ 4 1--.:0,ess: Date Called: Special Instructions: Date Wanted: am. -1---/6.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: // (g) $4T2,'4-7--p-g&' Coo Pi i &A -S T/NfZ I i Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P617-0111 Project: TARGET Type of Inspection: Ro }- /i( PIPI Address: &VA Date Called: 35I s VDR Special Instructions: OW, / liiitil 8 Date Wanted: -1 a.m p.m. Requester: )rCNN{ Phone No: 200 OW? — le 2-5t) Approved per applicable codes. Corrections required prior to approval. COMMENTS: �K- orRocf 6t -S' U N' Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P6-17 ON' Project: 7T tiGT Type of Inspection: R606:44-- Pi•-• V '1' i N& Address: 3/i fi/11CA ,Lkb: Date Called: Special Instructions: Date Wanted: 1 -/0_`8 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: f /r. Asi)6,9 i/V 710F445//j-• Atom' m' X" fD 5 1'.:5% namoi, Inspector: Date: I-19—SEs REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. GB -35 a teat Ea4,i t High Efficiency Grease Interceptor Technical Data Submittal I Special Precautions I Specifications I Installation I Application Specific Details 10" (25.4 cm) 25" (63.5 cm) FL 15" (381 cm SUBMITTAL 25" (63.5 cm) IEWED FOR ODE COMPLIANCE APPROVED SEP 2 9 2011 STANDARD: 3" plain end inlet/outlet I Capacities - Liquid: 35 gal. (132.3 L): Grease:142 lbs. (64.5 kg) (20 gal./75.6 L); Solids: 9.5 gal. (35.9 L) Pedestrian load rated, bolted, gas/water tight composite cover. (2,000 lbs.) OPTIONS: ❑ 2" Plain End SCH. 40 Inlet/Outlet ❑ 2" Male Thread Inlet/Outlet ❑ 3" Male Thread Inlet/Outlet ❑ 4" Plain End SCH. 40 Inlet/Outlet ❑ 4" Male Thread Inlet/Outlet ❑ Integral Membrane Clamping Collar Kit ❑ Pumpout Port (Small) TeleGlide Risers ❑ SR24 >3-1/2" -22" ❑ LR24 >22" -3T APPROVAL: Signature: Date: Company: Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED !$. GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART u: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 1 of 6 SPECIAL PRECAUTIONS For All Schier Grease Interceptor Installations Installation Instructions Installation instructions and additional components are located inside the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing below for guidance. For detailed guidance on indirect connections, go to: httpl/webtools.sch ierproducts.com/Tech nical_Data/I ndi rect_Con nections.pdf Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. Failure to follow this guidance voids your warranty. concrete slab subject to hydrostatic pressure watertight concrete vault High Temperature Kitchen Water If water is entering the interceptor at excessive temperature (over 140° F), a drain water tempering valve (DTV) must be installed. Most state and local plumbing codes prohibit water above 140° F being discharged into the sanitary sewer. Water above 140° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure), Failure to follow this guidance voids your warranty. fhigh temperature drain water effluent ( > 140° F) tempering valve (DTV) cold water supply line Interceptor High Water Table Installations Interceptors and risers are not designed to withstand water table height in excess of the top of the unit when buried (see figure). If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or backfill with concrete or flowable fill (wet concrete and flowable backfill should be poured in stages to avoid crushing the interceptor). At risk areas include but are not limited to tidal surge areas, floodplains and areas that receive storm water. Failure to follow this guidance voids your warranty. Models GB -50, GB -75, and GB -250 that are direct buried in high water table scenarios must be installed with model AK1 anchor kit or warranty is void. max water table height for direct burial SCHIER ay LIFETIME GUARANTEED t II. • GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART a: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Sehier, All Rights Reserved page 2 of 6 SPECIFICATIONS NOTES 1. 3" plain end inlet/outlet 2. Unit weight - w/composite cover: 77 lbs. (wet weight 525 lbs.) 3. Maximum operating temperature: 140° F continuous 4. Capacities - Liquid: 35 gal.; Grease: 142 lbs. (20 gal.); Solids: 9.5 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10 -Engineered inlet and outlet diffusers are removable to inspect/clean piping, 11. Integral air relief / Anti -siphon DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits influent into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/ anti -siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasinTM grease interceptor model # GB -35 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 35 GPM. Interceptor grease capacity shall be 142 lbs. Cover shall provide water/gas-tight seal and have minimum 2 ,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. of inlet & outlet m za-1/z° See note #11 25 81 Static water line 12.81 ngineered inlet and outlet diffuser (see description) 33" INLET A Outlet "A" (Optional) utlet "B" (Standard) 25" Pedestrian traffic load rated, bolted, gas/water ioht composite covers (2,000 lbs.). 7-1/2" utlet "C" (optional) TOP VIEW • SECTION A -A 25" Adjustable adapters with up to 3-1/2" of adjustability OUTLET END VIEW SCHIER LIFETIME GUARANTEED Ctt GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART u: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tet: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: 0 Copyright 2016 Schier, All Rights Reserved page 3 of 6 INSTALLATION (1 of 2) WARNING! DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. LEAK/SEAL TESTING Cap/plug all base unit plumbing connections and remove covers. For base unit testing, fill with water to just above the highest connection. For riser system testing (if required) fill with water to finished grade level. CAUTION: Risers must be supported before filling with water to prevent tipping. Inspect unit, connections and all gaskets and clamps (if applicable) for leaks. Check water level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are manufactured with an internal flow control system. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. 1. The flow control plate is installed on this unit. When the unit is installed in a low flow/ low head pressure condition (with a flow rate below 35 GPM), the flow control plate may be removed. Consult a Schier Representative before removing flow plate. 2. Set unit on level solid surface as close as possible to fixtures being served. 3. Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with the outlet diffuser in location B and sealing caps on locations A and C. 4. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. NOTE: Do not install below a hydrostatic slab. BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Surrounding soil must be undisturbed soil or well compacted engineering fill. 2. Width and length of excavation shall be a minimum of 12" greater than the tank on all sides and depth shall be 6" deeper than tank bottom. 3. Set the tank level on a 6" deep layer of well -packed crushed aggregate material and connect waste piping per General Installation Instructions. BACKFILL 1. Preparation of sub grade per geotech recommendations. 2. Stabilize and compact sub grade to 95% proctor. 3. Fill unit with water before backfilling to stabilize unit and prevent float -out during backfilling. Secure covers and risers (if necessary) to the unit, 4. Backfill evenly around tank using crushed aggregate (approximately 3/4" size rock or sand, with no fines), or flowable fill. Do not compact backfill around unit. FINISHED CONCRETE SLAB Slab must extend 18" minimum outside the unit footprint. Pedestrian traffic or greenspace areas: 4" Thick reinforced concrete slab required. Do not install in vehicular traffic areas. Native soil Backfill Well packed base Concrete slab Finished grade Adapter — Riser — 441 t=ii= awn' TreT7116TTtttl`_-`111-n* T� .1471 EXCAVATION AND BACKFILL DETAIL Riser to Grade Finished grade Recommended 2 -Way cleanout tee to grade (by others) SIDE VIEW DETAIL ELEVATION VIEW Finished grade 2' 4 CONCRETE SLAB DETAIL SCHIER LIFETIME GUARANTEED " ,►. GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART tt: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE: 10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 4 of 6 INSTALLATION (2 of 2) TELEGLIDE RISER (24 SERIES) INSTALLATION GUIDELINES Tools needed:7/16" Nut driver tooVbit (included), marker (included), tape measure and drill with 1/2" chuck. Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. NOTE: To remove a component or adjust its position, the Upper Band Clamp needs to be loosened or removed using nut driver bit. Loosened clamps should be retightened to 5 - 8 ft lbs. of torque (same as a rubber no -hub coupling). The Lower Band Clamp is factory set and should not be adjusted or removed. Riser Assembly Instructions/Steps 1. Set unit so the pipe connections line up with jobsite piping and measure riser height needed from top of cover to finished grade. See Table 1 to select risers needed. 2. Remove covers from adapters. Remove adapters from main unit. On a level surface, pre -assemble the risers and adapters, adjusting the components upwards or downwards to achieve the riser height needed. Make sure to maintain minimum and maximum insertion depths as shown in Figure 2. If components are too long, make a circular line around the sidewall with marker and cut with a power saw. The lowest cut line on the riser assembly will be 5" beyond the riser height needed to allow for ideal insertion depth (See Figure 1). An alignment mark should be drawn 1-2" beyond the riser height needed (depending on connection size) which will align with the top of the base unit gasket. DO NOT cut the alignment mark. The Adapters and risers should sit level with each other. Tighten upper clamps to keep riser/adapter assembly from shifting. Make alignment marks on the sidewalls at the top of all riser gaskets to aid final assembly. 3. IMPORTANT: Before the next step, make sure both diffusers are installed inside the main unit at the appropriate locations. Check if there needs to be any flow control adjustment at the inlet diffuser (see general installation instructions). 4. Take apart riser assembly and clean all sidewalls and insides of gaskets to remove dust/debris. Install components into the main unit starting from the lowest riser and work your way up to finished grade. Maintain minimum and maximum insertion depths for all components (see Figure 2). Tighten Upper Clamps to specified torque after correctly positioning components. Riser assembly may need to be supported during backfill. 5. If tilting of the adapter is required to be flush with grade, do so AFTER all clamps have been tightened with riser(s)/adaptor in a vertical and level position. Tilting is done using gasket flexibility. Tilting before tightening clamps may ruin a perfect gasket seal. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height and proper tank access is maintained. 6. If riser height conditions change after completing above steps, there may be room for adjustment. As long as minimum and maximum insertion depths are maintained (see Figure 2), the adapters/risers can be adjusted/cut as many times as necessary. When riser system installation is complete, see Leak/Seal Testing procedure if required (p3 of 5). Table 1 Riser Height Needed Risers Required 0 - 3-1/2" None (use adapter) >3-1/2" - 22" SR24 >22" - 37" LR24 J Adapter l j Riser Alignment Mark Cut Line 4' (w/standard connections) — (3" for GB -35 w/4" connections) Riser Height Needed 1or2" 5" Figure 1- Riser Measurements Cover n 2-1/2' Minimum Insertion Depth 4" Maximum Insertion Depth (into GB unit only) T1 Adapter (shown) or Riser Gasket Upper Band Clamp (field adjustable) Lower Band Clamp (factory set - do not adjust or remove) �— GB Unit (shown) or Riser Figure 2 -Insertion Depths SCHIER Ait LIFETIME GUARANTEED te. • GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART ft: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 1 Fax: 913-951-3399 1 www.schierproducts.com REV: 2 07/07/2016 ECO: © Copyright 2016 Schier, All Rights Reserved page 5 of 6 APPLICATION SPECIFIC DETAILS Basement Installation with Remote Pump -out Vent must terminate above the top rim of the sink Vent Stack Kitchen Foor Add this vent if unit is installed one or more floors below the Nxtures being served *Venting examples shown are typical, check local code for requirements Flow y Additional Venting for Floor -Below Installations SCHIER LIFETIME GUARANTEED ►. " GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART 9: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 9500 Woodend Road 1 Edwardsville, KS 66111 Tel: 913-951-3300 I Fax: 913-951-3399 I www.schierproducts.com REV: 2 07/07/2016 ECO: ® Copyright 2016 Schier,All Rights Reserved page 6 of 6 T-0627 TARGET SOUTHCENTER, WA Fan REVISIONNO.1_ REVIEWED FOR CODE COMPLIANCE APPROVED. NOV_ 3 0 2017 City of Tukwila BUILDING DIVISION PROJECT MANUAL For PERMIT SET for the Remodel of T-0627 TARGET STORE 301 Strander Blvd Tukwila, WA 98188 21 November 2017 Prepared for: TARGET 1000 Nicollet Mall Minneapolis, Minnesota 55403 RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER Prepared by: Scott Owen, Architectural Contact MG2 Corporation TEL (206) 962-6500 -'Joel Sherman, Structural Contact VM, LLC TEL. (763) 577-9169 Scott Giesick, Mechanical Contact CTA Group TEL. (406) 728-9522 Glenn Fraser, Refrigeration Contact CTA Group TEL. (406) 728-9522 James Sanderson, Electrical Contact CTA Group TEL. (406) 728-9522 Michael Amestoy Mechanical, Fire & Refrigeration Divisions 20, 22, 23, and 24 11/21/17 PROJECT MANUAL CERTIFICATION for. PERMIT SET for the Remodel of T-0627 TARGET STORE 301 Strander Blvd Tukwila, WA 98188 21 November 2017 Prepared for: ()TARGET 1000 Nicollet Mali Minneapolis, Minnesota 55403 Prepared by: Cushing Terrell 200 W Mercer St #503e Seattle, WA 98119 TEL: (206) 282-6222 Registration No.: 39630 Expiration: 10/07/2018 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET SECTION 22 1000 PLUMBING PIPING SYSTEMS AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sanitary waste piping. 2. Vent piping. 3. Domestic water piping: a. Domestic cold water system. 4. Domestic water system: a. Thermostatic mixing valve. 5. Domestic water heaters, electric instantaneous. 6. Soil and waste system fixtures: a. Floor drains, funnel drains, floor sinks, and cleanouts: 1) Trap seals. 7. Domestic hot water circulating pump. 8. Unions. 9. Valves. 10. Piping Specialties. 11. Connections to Owner -Furnished fixtures and equipment. 12. Field quality control: a. Plumbing testing. b. Water piping sterilization. 1.2 RELATED ITEMS A. Section 00 7200 — General Conditions of the Contract for Construction Services. B. Section 01 3300 — Submittal Procedures. C. Section 01 4200 - References. D. Section 01 6000 — Product Requirements. E. Section 20 0050 - Basic Mechanical Materials and Methods; for: 1. Basic Materials and Methods. 2. Submittals. 3. Piping Identification. F. Section 22 0700 - Plumbing Insulation. G. Section 22 4000 - Plumbing Fixtures. H. Section 31 2310 - Earthwork/Building Area: Requirements for excavation and backfilling. 1.3 REFERENCES A. ANSI, "American National Standards Institute": 1. ANSI/ASME 2. ANSI/ASME 3. ANSI/ASME 4. ANSI/ASME 5. ANSI/ASME 6. ANSI/ASME 7. ANSI/ASME 8. ANSI/ASME 9. ANSI/ASME A112.6.3: "Floor Drains". A112.18/CSA B125.1: "Plumbing Supply Fittings". A112.36.2M: "Cleanouts". B1.20.1: "Pipe Threads, General Purpose (Inch)". B16.12: "Cast Iron Threaded Drainage Fittings". B16.18: "Cast Copper Alloy Solder Joint Pressure Fittings". B16.21: "Nonmetallic Flat Gaskets for Pipe Flanges". B16.22: "Wrought Copper and Copper Alloy Solder -Joint Pressure Fittings". B16.23: "Cast Copper Alloy Solder -Joint Drainage Fittings — DW V". PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 1 2018 REMODEL PROGRAM - T-0627 -SOUTHCENTER, WA TARGET 10. ANSI/ASME B16.24: "Cast Copper Alloy Pipe Flanges and Flanged Fittings, Class 150, 300, 400, 600, 900, 1500, and 2500". 11. ANSI/ASME B16.26: "Cast Copper Alloy Fittings for Flared Copper Tubes". 12. ANSI/ASME B16.29: "Wrought Copper and Wrought Copper Alloy Solder -Joint Drainage Fittings - DWV. 13. ANSI/ASME B16.50: "Wrought Copper and Copper Alloy Braze -Joint Pressure Fittings". 14. ANSI/ASME B31.1: "Power Piping". 15. ANSI/ASME B31.9: "Building Services Piping". 16. ANSI/ASME B36.10M: "Welded and Wrought Steel Pipe". 17. ANSUAWS A5.8: "Specification for Filler Metals for Brazing and Braze Welding". 18. ANSUAWS A5.31: "Specification for Fluxes for Brazing and Braze Welding". 19. ANSUAWS B2.2: "Standard for Brazing Procedure and Performance Qualification". 20. ANSI/AWS C3.4: "Specification for Torch Brazing". 21. ANSI/MSS SP -58: "Pipe Hangers and Supports - Materials, Design, and Support". 22. ANSI/MSS SP -69: "Pipe Hangers and Supports - Selection and Application". 23. ANSI/MSS SP -70, "Gray Iron Gate Valves, Flanged and Threaded Ends". 24. ANSI/MSS SP -71, "Gray Iron Swing Check Valves, Flanged and Threaded Ends". 25. ANSUMSS SP -80, "Bronze Gate, Globe, Angle and Check Valves". 26. ANSI/MSS SP -89: "Pipe Hangers and Supports - Fabrication and Installation Practices". 27. ANSUMSS SP -90: "Guidelines on Terminology for Pipe Hangers and Supports". 28. ANSI/MSS SP -110, "Ball Valves, Threaded, Socket -Welding, Solder Joint, Grooved, and Flared Ends". 29. ANSI Z21.22/CSA 4.4-M99: "Relief Valves for Hot Water Supply Systems". B. ASME, "American Society of Mechanical Engineers": 1. ASME: "Boiler and Pressure Vessel Code". 2. ASME Section IX: "Boiler and Pressure Vessel Code, Section IX, Welding and Brazing Qualification". C. ASPE, "American Society of Plumbing Engineers". D. ASSE, "American Society of Sanitary Engineering": 1. ASSE 1001: "Performance Requirements for Atmospheric Type Vacuum Breakers". 2. ASSE 1010: "Performance Requirements for Water Hammer Arresters". 3. ASSE 1011: "Hose Connection Vacuum Breakers". 4. ASSE 1012: "Performance Requirements for Backflow Preventer with Intermediate Atmospheric Vent". 5. ASSE 1013: "Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow Preventers". 6. ASSE 1015: "Performance Requirements for Double Check Backflow Prevention Assemblies and Double Check Fire Protection Backflow Prevention Assemblies". 7. ASSE 1016: "Performance Requirements for Automatic Compensating Valves for Individual Showers and Tub/Shower Combinations". 8. ASSE 1018: "Trap Seal Primer Valves, Water Supply Fed". 9. ASSE 1020: "Performance Requirements for Pressure Vacuum Breaker Assembly". 10. ASSE 1022: "Performance Requirements for Backflow Preventer for Beverage Dispensing Equipment". 11. ASSE 1044: "Performance Requirements for Trap Seal Primer Devices - Drainage Types and Electronic Design Types". 12. ASSE 1052: "Performance Requirements for Hose Connection Backflow Preventers". 13. ASSE 1071: "Temperature Actuated Mixing Valves for Plumbed Emergency Equipment". E. ASTM International, "American Society for Testing and Materials": "Standard Specification for..." 1. ASTM A 47: "Ferritic Malleable Iron Castings". 2. ASTM A 48: "Gray Iron Castings". 3. ASTM A 53: "Pipe, Steel, Black and Hot Dipped, Zinc -Coated, Welded and Seamless". 4. ASTM A 74: "Cast Iron Soil Pipe and Fittings". 5. ASTM A 105: "Gray Iron Gate Valves, Flanged and Threaded Ends". 6. ASTM A 126: "Valves, Flanges, and Pipe Fittings". 7. ASTM A 888: "Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications". 8. ASTM B 32: "Solder Metal". 9. ASTM B 62: "Composition Bronze or Ounce Metal Castings". 10. ASTM B 75: "Seamless Copper Tube". PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 2 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 11. ASTM B 88: "Seamless Copper Water Tube". 12. ASTM B 99: "Copper -Silicon Alloy Wire for General Applications". 13. ASTM B 306: "Copper Drainage Tube (DWV)". 14. ASTM B 371: "Copper -Zinc -Silicon Alloy Rod". 15. ASTM C 564: "Rubber Gaskets for Cast Iron Soil Pipe and Fittings". 16. ASTM B 584: "Copper Alloy Sand Castings for General Applications". 17. ASTM B 813: "Liquid and Paste Fluxes for Soldering Applications of Copper and Copper Alloy Tube". 18. ASTM B 828: "Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and fittings. 19. ASTM C 1277: "Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings". 20. ASTM C 1540: "Heavy Duty Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings". 21. ASTM D 1527: "Acrylonitrile -Butadiene -Styrene (ABS) Plastic Pipe, Schedules 40 and 80". 22. ASTM D 1784: "Rigid Poly(Vinyl Chloride)(PVC) Compounds and Chlorinated Poly(Vinyl Chloride)(CPVC) Compounds". 23. ASTM D 1785: "Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120". 24. ASTM D 2235: "Solvent Cement for Acrylonitrile -Butadiene -Styrene (ABS) Plastic Pipe and Fittings". 25. ASTM D 2321: "Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications". 26. ASTM D 2466: "Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40". 27. ASTM D 2564: "Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping". 28. ASTM D 2661: "Acrylonitrile -Butadiene -Styrene (ABS) Plastic Drain, Waste, and Vent Pipe and Fittings". 29. ASTM D 2665: "Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings". 30. ASTM F 437: "Threaded Chlorinated Poly(Vinyl Chloride)(CPVC) Plastic Pipe Fittings, Schedule 80". 31. ASTM F 439: "Chlorinated Poly(Vinyl Chloride)(CPVC) Plastic Pipe Fittings, Schedule 80". 32. ASTM F 441: "Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80". 33. ASTM F 876: "Crosslinked Polyethylene (PEX) Tubing". 34. ASTM F 877: "Crosslinked Polyethylene (PEX) Hot- and Cold -Water Distribution Systems". 35. ASTM F 1960: "Cold Expansion Fittings with PEX Reinforcing Rings for Use with Cross -Linked Polyethylene (PEX) Tubing". 36. ASTM F 2014: "Non -Reinforced Extruded Tee Connections for Piping Applications". F. AWS, "American Welding Society". G. AWWA, "American Water Works Association". H. CISPI, Cast Iron Soil Pipe Institute. 1. CISPI 301: "Standard Specification for hubless cast iron soil pipe and fittings for sanitary and storm drain, waste, and vent piping applications". 2. CISPI 310: "Specification for coupling for use in connection with hubless cast iron soil pipe and fittings for sanitary and storm drain, waste, and vent piping applications". I. CSA International, "Canadian Standards Association". J. IA'PMO, "International Association of Plumbing and Mechanical Officials". K. IAPMO IS 9, "Standard For the Installation of PVC Building Drain, Waste and Vent Pipe and Fittings". L. IAPMO R&T, Plumbing and mechanical product certification agency in North America. M. IMC, "International Mechanical Code". N. IPC, "International Plumbing Code". O. MSS, "Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.". P. NCPWB, "National Certified Pipe Welding Bureau". Q. NSF International, "The Public Health and Safety Organization": 1. NSF/ANSI 61: NSF International Standard/American National Standard, "Drinking water system components — Health effects". 2. NSF/ANSI 372: NSF International Standard/American National Standard, "Drinking water system components — Lead content". R. PDI, "Plumbing and Drainage Institute". PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 3 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET S. UL, Underwriters Laboratories Inc.®, "Building Materials Directory". T. UPC, Certification mark for products listed by IAPMO R&T that are in compliance with applicable American and Canadian codes and standards. U. USGBC LEED, U.S. Green Building Council,Leadership in Energy and Environmental Design, credit EQ 4.1, "Low -Emitting Materials, Adhesives, and Sealants". 1.4 QUALITY ASSURANCE A. Soldering Qualifications: Qualify soldering processes, procedures, and solderers for copper and copper alloy pipe and tube in accord with ASTM B 828. B. Brazing Qualifications: Qualify brazing processes for copper and copper alloy pipe and tube according to ANSI/AWS C3.4. 1. Qualify brazing procedures and brazer performance in accord with either Section IX of the ASME Boiler and Pressure Vessel Code, or AWS B2.2. C. Welding Qualifications: 1. Welding of piping joints to conform to ANSI B31.1. 2. Welders to be certified by NCPWB or other reputable and recognized agency, using welding procedures set forth in ASME Boiler Construction Code, Section IX, "Welding Qualifications". D. Quality Marking: Manufacturer's name or mark to be attached to each length of pipe, fitting, fixture, and device installed in piping systems. E. Piping System Tests: 1. Perform tests of piping systems as specified in individual Sections. Test piping before concealing. 2. Acceptance of tests performed not to relieve Contractor from responsibility for property damage to building resulting from leaking or ruptured piping during warranty period; refer to Article on "Correction of Work" in Section 00 7200. Property damage to be promptly and properly repaired, including refinishing or replacing of damaged components or areas upon notification from Owner. This requirement to pertain only to piping, joints, connections, equipment and workmanship represented by systems as finally accepted, and not to those extensions or revisions that may be made by Owner during warranty period. F. NSF International Compliance: Products designed for dispensing potable water including, but not limited to, pipe, fittings, and equipment that come in contact with potable water shall meet both NSF/ANSI 61 and NSF/ANSI 372 test standards via third -party testing and certification. 1.5 SUBMITTALS A. Furnish submittals in accord with Section 01 3300, Submittal Procedures, and Section 20 0050, Basic Mechanical Materials and Methods. PART 2- PRODUCTS 2.1 SANITARY WASTE PIPING A. Below Grade: Furnish one of the following in accord with local codes: 1. Acceptable Manufacturers for Cast Iron and Hubless Cast Iron Soil Pipe and Fittings (no substitutions allowed): a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Cast Iron Soil Pipe and Fittings: a. Service Weight (SV) Bell and Spigot Cast Iron Soil Pipe and Fittings conforming with ASTM A 74. b. Neoprene Rubber Gaskets for Compression Joint conforming with ASTM C 564. 3. Hubless Cast Iron Soil Pipe and Fittings: a. NO HUB® Cast Iron Soil Pipe conforming with ASTM A 888 and CISPI 301. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 4 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET b. Cast Iron Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1277 and CISPI 310 consisting of cast iron split clamps secured by 18-8 stainless steel bolts and nuts, and with neoprene gasket conforming with ASTM C 564. Manufactured by MG Coupling°. 4. Schedule 40 PVC plastic pipe, fittings, and solvent cement conforming to ASTM D 2665 and ASTM D 2564. 5. Schedule 40 ABS plastic pipe, fittings, and solvent cement conforming to ASTM D 2661 and ASTM D 2235. B. Above Grade: Furnish one of the following in accord with local codes: 1. Acceptable Manufacturers for Cast Iron and Hubless Cast Iron Soil Pipe and Fittings (no substitutions allowed): a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Cast Iron Soil Pipe and Fittings: a. Service Weight (SV) Bell and Spigot Cast Iron Soil Pipe and Fittings conforming with ASTM A 74. b. Neoprene Rubber Gaskets for Compression Joint conforming with ASTM C 564. 3. Schedule 40 galvanized steel, ASTM A 53, with cast iron threaded drainage fittings, ASME B 16.12. 4. Hubless Cast Iron Soil Pipe and Fittings: a. NO HUB° Cast Iron Soil Pipe conforming with ASTM A 888 and CISPI 301. b. Cast Iron Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1277 and CISPI 310, consisting of cast iron split clamps secured by 18-8 stainless steel bolts and nuts, and with neoprene gasket conforming with ASTM C 564. Manufactured by MG Coupling°. c. Heavy Duty Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1540, consisting of the following: 1) 1 -1/2 -inch through 4 -inch ASTM C'564 neoprene gasket with 3 -inch minimum width, 28 gage minimum Type 304 stainless steel shield, and Type 304 stainless steel worm drive clamps with a minimum clamp torque of 80 inch pounds. 2) 5 -inch through 10 -inch ASTM C 564 neoprene gasket with 4 -inch minimum width, 28 gage minimum Type 304 stainless steel shield, and Type 304 stainless steel worm drive clamps with a minimum clamp torque of 80 inch pounds. 5. Schedule 40 PVC plastic pipe, fittings and lo-VOC solvent cement and primer conforming to ASTM D 2665 and ASTM D 2564. 6. Schedule 40 ABS plastic pipe, fittings and lo-VOC solvent cement conforming to ASTM D 2661 and ASTM D 2235. C. Low-VOC Cements and Primer: a. Comply with USGBC LEED requirements for credit EQ 4.1. b. Comply with Section 01 8113, Article 2.4 Low Emitting Materials. c. Acceptable manufacturers and products: 1) Oatey Lo-VOC PVC Regular Clear Solvent Cement for solvent welding PVC pipe and fittings up to 4 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 2) Oatey Lo-VOC Medium Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 6 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 3) Oatey Lo-VOC Heavy Duty Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 12 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 4) Oatey Lo-VOC ABS Black or Milky Clear Solvent Cement for solvent welding non -pressure ABS pipe and fittings up to 6 -inch diameter, or equal. VOC — 325 g/L. 5) Oatey Lo-VOC Purple Primer for use with PVC pipe and fittings, or equal. VOC 550 g/L. 2.2 VENT PIPING A. Below Grade: Furnish one of the following in accord with local codes: 1. Acceptable Manufacturers for Cast Iron and Hubless Cast Iron Soil Pipe and Fittings (no substitutions allowed): a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Cast Iron Soil Pipe and Fittings: a. Service Weight (SV) Bell and Spigot Cast Iron Soil Pipe and Fittings conforming with ASTM A 74. b. Neoprene Rubber Gaskets for Compression Joint conforming with ASTM C 564. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 5 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 3. Hubless Cast Iron Soil Pipe and Fittings: a. NO HUB® Cast Iron Soil Pipe conforming with ASTM A 888 and CISPI 301. b. Cast Iron Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1277 and CISPI 310, consisting of cast iron split clamps secured by 18-8 stainless steel bolts and nuts, and with neoprene gasket conforming with ASTM C-564. Manufactured by MG Coupling®. c. Heavy Duty Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1540, consisting of the following: 1) 1 -1/2 -inch through 4 -inch ASTM C 564 neoprene gasket with 3 -inch minimum width, 28 gage minimum Type 304 stainless steel shield, and Type 304 stainless steel worm drive clamps with a minimum clamp torque of 80 inch pounds. 2) 5 -inch through 10 -inch ASTM C 564 neoprene gasket with 4 -inch minimum width, 28 gage minimum Type 304 stainless steel shield, and Type 304 stainless steel worm drive clamps with a minimum clamp torque of 80 inch pounds. 4. Schedule 40 PVC plastic pipe, fittings, and solvent cement conforming to ASTM D 2665 and ASTM D 2564. 5. Schedule 40 ABS plastic pipe, fittings, and solvent cement conforming to ASTM D 2661 and ASTM D 2235. 6. Low-VOC Cements and Primer: a. Comply with USGBC LEED requirements for credit EQ 4.1. b. Comply with Section 01 8113, Article 2.4 Low Emitting Materials. c. Acceptable manufacturers and products: 1) Oatey Lo-VOC PVC Regular Clear Solvent Cement for solvent welding PVC pipe and fittings up to 4 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 2) Oatey Lo-VOC Medium Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 6 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 3) Oatey Lo-VOC Heavy Duty Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 12 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 4) Oatey Lo-VOC ABS Black or Milky Clear Solvent Cement for solvent welding non -pressure ABS pipe and fittings up to 6 -inch diameter, or equal. VOC — 325 g/L. 5) Oatey Lo-VOC Purple Primer for use with PVC pipe and fittings, or equal. VOC 550 g/L. B. Above Grade: Furnish one of the following in accord with local codes: 1. Acceptable Manufacturers for Cast Iron and Hubless Cast Iron Soil Pipe and Fittings (no substitutions allowed): a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Cast Iron Soil Pipe and Fittings: a. Service Weight (SV) Bell and Spigot Cast Iron Soil Pipe and Fittings conforming with ASTM A 74. b. Neoprene Rubber Gaskets for Compression Joint conforming with ASTM C 564. 3. Schedule 40 galvanized steel, ASTM A 53, with cast iron threaded drainage fittings, ASME B 16.12. 4. Hubless Cast Iron Soil Pipe and Fittings: a. NO HUB® Cast Iron Soil Pipe conforming with ASTM A 888 and CISPI 301. b. Cast Iron Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings conforming with ASTM C 1277 and CISPI 310, consisting of cast iron split clamps secured by 18-8 stainless steel bolts and nuts, and with neoprene gasket conforming with ASTM C-564. Manufactured by MG Coupling®. c. Stainless Steel Shielded Couplings Joining Hubless Cast Iron Soil Pipe and Fittings with neoprene gaskets and stainless steel bolts and nuts conforming with ASTM C 1277 and CISPI 310. 5. Schedule 40 PVC plastic pipe, fittings and solvent cement conforming to ASTM D 2665 and ASTM D 2564. 6. Schedule 40 ABS plastic pipe, fittings and solvent cement conforming to ASTM D 2661 and ASTM D 2235. 7. Low-VOC Cements and Primer: a. Comply with USGBC LEED requirements for credit EQ 4.1. b. Comply with Section 01 8113, Article 2.4 Low Emitting Materials. c. Acceptable manufacturers and products: 1) Oatey Lo-VOC PVC Regular Clear Solvent Cement for solvent welding PVC pipe and fittings up to 4 -inch diameter Schedule 40, or equal. VOC — 510 g/L. 2) Oatey Lo-VOC Medium Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 6 -inch diameter Schedule 40; or equal. VOC — 510 g/L. 3) Oatey Lo-VOC Heavy Duty Clear or Gray Solvent Cement for solvent welding PVC pipe and fittings up to 12 -inch diameter Schedule 40, or equal. VOC — 510 g/L. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 6 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 4) Oatey Lo-VOC ABS Black or Milky Clear Solvent Cement for solvent welding non -pressure ABS pipe and fittings up to 6 -inch diameter, or equal. VOC — 325 g/L. 5) Oatey Lo-VOC Purple Primer for use with PVC pipe and fittings, or equal. VOC 550 g/L. 2.3 DOMESTIC WATER PIPING A. Below Grade - 2 -1/2 -inch and Smaller: Type "K" annealed (soft) copper, ASTM B88, with wrought copper and copper alloy solder joint pressure fittings in accord with ASME B 16.22 or cast copper alloy solder joint pressure fittings in accord with ASME B16.18, 150 psi rating or greater. Braze joints in accord with code and Article on "Copper Water Tube and Fittings Installation" in Part 3 - Execution of this Section. B. Below Grade — 3 -inch and Larger: 1. Cement lined Class 150 cast iron with mechanical joints. 2. Ductile Iron Pipe and Fittings as follows: a. Pipe: Designed in accord with ANSUAWWA C150/A21.50 for a minimum 150 psi (or project requirements, whichever is greater) rated working pressure plus a 100 psi surge allowance (if anticipated surge pressures are other than 100 psi, use actual surge pressure); a 2 to 1 factor of safety on the sum of working pressure plus surge pressure; Type laying condition. b. Pipe: Manufactured in accord with ANSUAWWA C151/A21.51, and each pipe subjected to hydrostatic pressure test of at least 500 psi at point of manufacture. c. Pipe to have standard asphaltic coating on exterior and have cement -mortar lining on interior in accord with ANSUAWWA Cl 04/A21.4. d. Class or nominal thickness, net weight without lining, and casting period to be clearly marked on each length of pipe. 1,) Manufacturer's mark, country where cast, year in which pipe was produced, and letters "DI" of "Ductile" to be cast or stamped on pipe. e. Furnish pipe with Push -on Type Joints, such as Tyton® or Fastite®. 1) Joints: In accord with ANSUAWWA C111/A21.11. 2) _Complete with necessary accessories. f. Fittings: Ductile Iron and conforming to either ANSUAWWA C1 10/A21.10 or ANSUAWWA C153. 1) Furnish Fittings and accessories with either Push -on or Mechanical Type Joints in accord with ANSUAWWA C111/A21.11. 3. Type "K" annealed (soft) copper, ASTM B 88, with wrought copper and copper alloy solder -joint pressure fittings in accord with ASME B16.22 or cast copper alloy solder joint pressure fittings in accord with ASME B16.18, 150 psi rating or greater. Braze joints in accord with code and Article on "Copper Water Tube and Fittings Installation" in Part 3 - Execution of this Section. C. Above Grade: 1. Type "L" drawn (hard) copper tubing, ASTM B 88, with wrought copper or bronze fittings, ANSI/ASME B16.22, with solder joints in accord with code and Article on "Copper Water Tube and Fittings Installation" in Part 3 - Execution of this Section. 2. If allowed by Local code, mechanically formed tee fittings as created by T -Drill are an acceptable method of installation. Joints created in this manner to be installed/brazed in compliance with code and manufacturer's instructions and Article on "Installation, Copper Tubing" in Part 3 — Execution of this Section. a. Acceptable Manufacturer: 1) T -Drill Industries, Inc. 2) 1740 Corporate Drive 3) Suite 820 4) Norcross, GA 30093 5) 770.925.0520. 3. If allowed by local code, Copper Press Fittings are an acceptable method of installation. Joints created in this manner to be installed in compliance with code and manufacturer's instructions and Article on "Installation, Copper Tubing" in Part 3 — Execution of this Section. a. Acceptable Manufacturers: 1) ProPress®: (a) Viega 2) 301 N. Main, Floor 9 3) Wichita, KS 67202 4) 1-877-Viega-NA PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 7 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 5) E -Mail: service@viega.com 6) www.viega.net 7) NIBCO° Press SystemTM: 8) NIBCO, INC. World Headquarters 9) 1516 Middlebury St. 10) Elkhart, IN 46516-4740 11) 1-800-234-0227. 12) Xpress" Copper and Copper Alloy Press -Connect Fittings: 13) Elkhart Products Corporation 14) 1255 Oak Street 15) Elkhart, Indiana 46515 16) 1-800-284-4851 or 574-264-3181 17) www.elkartproducts.com b. Material: Copper press fittings to conform to material and sizing requirements of ASME B16.18 or ASME B16.22. 0 -rings for copper press fittings to be EPDM. D. If allowed by local code, Polyethylene (PEX) tubing and fittings is an acceptable method of installation for pipe 2 -inches and smaller in diameter for above ground installations unless noted otherwise on Drawings. 1. Tubing: a. Material: Crosslinked polyethylene (PEX) manufactured by PEX-a (Engle method), PEX-b (Vinyl Silane method), or PEX-AL-PE (PEX — Aluminum — PE), SDR 9, PEX 5006. b. Material Standard: Manufactured in accord with ASTM F 876 and ASTM F 877 and tested for compliance by an independent third party agency. c. Minimum Bend Radius (Cold Bending): No less than manufacturer's recommendation. 2. Fittings: a. Furnished by PEX tubing manufacturer: 1) Comply with requirements in ASTM F 877. 2) Tubing and fittings: Complete system from single manufacturer. b. Manufactured in accord with and from materials listed in ASTM F 1960, ASTM F877, or both. c. Fitting assembly consisting of barbed adapter and applicable sized PEX ring, or bronze or Radel R° polymer insert fitting with 304 stainless steel press sleeve. d. Barbed insert manufactured with 0 -ring to facilitate pressure testing with air. 3. Manufacturers: a. Uponor, Inc. — Wirsbo AQUAPEX® tubing and ProPEX® fittings. b. Viega, LLC - PureFlow® System - ViegaPEX Ultra®, FostaPEX® tubing and Viega PEX Press (bronze), Viega Poly PEX PressTM fittings. 2.4 DOMESTIC WATER SYSTEM A. General: Refer to Section 20 0050 for hangers, sleeves, and other materials required. B. Shock Absorbers: Furnish shock absorbers (water hammer arrestors manufactured in accord with ASSE 1010) at solenoid, remote operated or quick closing valves, and as shown on Drawings. 1. Acceptable Manufacturer's: a. Josam. b. Sioux Chief. c. Smith. d. Zurn. 2. Furnish Josam Series: No. 75000. C. Backflow Preventers and Vacuum Breakers: Furnish devices suitable for intended use and as required by governing code to prevent contamination/pollution of potable water distribution system. Refer to Section 21 1313 for Fire Protection backflow prevention. 1. Acceptable Manufacturers: a. Ames. b. Conbraco/Apollo Valves. c. Febco. d. Flowmatic. e. Hersey. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 8 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET f. Watts. g. Wilkins. h. Woodford. 2. Backflow Preventers: a. ASSE 1012 - Double Check Valve with intermediate atmospheric vent (DCV IAV). 1) Equal to Watts Model 9D. Rated for 175 PSIG and backflow temperatures up to 250 deg F. Suitable for continuous pressure. Backflow preventer to have atmospheric vent with airgap fitting. 2) Low Hazard; Backsiphonage or Backpressure. b. ASSE 1013 - Reduced Pressure Zone backflow preventer (RPZ): 1) Equal to Watts Series 009. Rated for 175 PSIG and temperatures up to 180 deg F. Backflow preventer to have four test cocks and #1 and #2 shutoff valves. Furnish with air gap fitting. 2) High or Low Hazard; Backsiphonage or Backpressure. c. ASSE 1015 - Double Check Valve assembly (DCV): 1) Equal to Watts Series 007. Rated for 175 PSIG and temperatures up to 180 deg F. 2) Low Hazard; Backsiphonage or Backpressure. d. ASSE 1052 — Hose Connection Backflow Preventer (HCBP): 1) Equal to Watts Model N9 -CD or Woodford Nidel® Model 50. In-line field testable double check backflow preventer with non -removable design. Maximum temperature: (a) Watts: 180 deg F. (b) Woodford: 120 deg F. 2) Vacuum High or Low Hazard; Backsiphonage or Low Head Backpressure. 3. Vacuum Breakers: a. ASSE 1001 - Atmospheric -type Vacuum Breaker (AVB): 1) Equal to Watts Series 288A. Rated for 150 PSIG and temperatures up to 210 deg F. High or Low Hazard; Backsiphonage only. b. ASSE 1011— Hose Connection Vacuum Breaker (HCVB): 1) Equal to Watts No. 8A, or Woodford Nidel® Model 34 HF, anti -siphon, non -removable with 3/4 -inch male hose thread. Maximum temperature: (a) Watts: 180 deg F. (b) Woodford: 120 deg F. c. ASSE 1020 Pressure Vacuum Breaker (PVB): 1) Equal to Watts Model 800M4QT. Suitable for continuous pressure applications. High or Low Hazard; Backsiphonage only. d. ASSE 1056 — Anti -Siphon, Spill -Resistant Vacuum Breaker (SVB): 1) Equal to Watts Model 008PCQT. Designed for indoor point -of -use applications to prevent backsiphonage of contaminated water back into the potable water supply. D. Thermostatic Mixing Valve for Plumbing Fixtures: 1. Acceptable Manufacturer: Watts. a. Series MMV-M1 for use at fixtures: ASSE 1016 and IAPMO cUPC listed, with locking adjustment cap and integral filter washers and check valves. Operating discharge temperature range of 80 deg F to 120 deg F. Maximum continuous inlet temperature of 225 deg F. Maximum pressure rating of 150 PSI. E. Thermostatic Mixing Valve for Plumbed Emergency Equipment: 1. Acceptable manufacturer: Haws. a. Model 9201 EW thermostatic mixing valve that mixes hot and cold water to supply tempered water to emergency eyewash fixtures requiring flow up to 10 gpm and with features as follows: 1) Paraffin filled thermostatic mixing element. 2) Cold Water Bypass flow rate: 3.8 gpm. 3) 0.4 gpm hot water flow if cold supply fails. 4) Modular brass design with a one piece casting with internal check valves, oversized valve seats, valve binding , and a funnel design to improve temperature control with better mixing at low flow rates. 5) Lime and calcium resistant components throughout. 6) Outlet temperature factory setting: 85 deg F. 7) Maximum operating pressure: 125 psi. 8) Temperature adjustment range 60 — 90 deg F. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 9 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 9) Min/max inlet hot water temperature: 120 deg/180 deg F. 10) Recommended inlet temperature: 140 deg F. 11) Min/max inlet cold water temperature: 40 deg/65 deg F. 12) Inlet and Outlet: 1/2- inch NPT(F). 13) Hot water inlet pressure must be within plus or minus 10 percent of cold inlet pressure. 14) Listings: CSA certified to perform according to ASSE 1071 standard and applicable sections of CSA B125.3. 2.5 DOMESTIC WATER HEATERS ELECTRIC INSTANTANEOUS A. Acceptable Manufacturers and Models: 1. Chronomite Laboratories, Inc. Instant -Flow Micro° Tankless Water. Heater: Model M -20L. 2. Eemax° Inc. Electric Tankless Water Heater: Model EX6OTML. B. General: 1. Furnish UL approved single element, tankless instantaneous water heater. 2. Water heater to be thermostatically controlled with a preset maximum outlet temperature of 110 deg F. 3. Unit: Flow -switch activated at a flow rate of 0.4 GPM. 4. A 0.5 GPM faucet flow -control aerator to be furnished by water heater manufacturer. 5. Coordinate electrical characteristics with electrical trade before ordering. 2.6 SOIL AND WASTE SYSTEM FIXTURES A. Floor Drains, Funnel Drains, Floor Sinks, and Cleanouts: 1. Acceptable Manufacturers: a. Josam. b. MIFAB° c. Sioux Chief. d. Jay R. Smith. e. StainlessDrains.com; Ph: 1-888-785-2345. f. Wade. g. Watts. h. Zurn. 2. Furnish heavy cast iron, PVC plastic, or stainless steel body drains as scheduled on Drawings. Manufactured to conform to ANSI/ASME A112.6.3 or CSA B79. B. Trap Seals: Furnish Trap Guard® insert Part Series "TG" as manufactured by ProSet Systems, Inc. Phone: (800) 262-5355. Website www.trapguard.com. C. Cleanouts: 1. Furnish cleanouts with access covers. Manufactured to conform to ANSI/ASME A112.36.2M. a. Approved Josam models: 1) Finished floor - Series 57000 Nickaloy top. 2) Wall - Series 58600 -VP chrome plated with vandal -resistant screw. 3) Unfinished floor and under carpet - Series 57000 -SD -2 bronze. 4) Tiled floor - Series 57000 -SQ square Nickaloy top. 2. Furnish carpet markers at floor cleanouts where carpet will be installed. 3. Unfinished Areas: Furnish cleanout tee and plug of same material as piping. D. General: Refer to Section 20 0050 hangers, sleeves, and other materials required. E. Traps: Furnish "P" traps as required in fixture drains, floor drains without integral traps, and other points indicated on Drawings or as required by local codes. Furnish traps of same material as lines in which they are installed. 2.7 DOMESTIC HOT WATER CIRCULATING PUMP A. Acceptable Manufacturers: 1. ITT Bell and Gossett. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 10 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET B. Furnish in-line circulating pump specifically designed for domestic water systems. Pump to be bronze construction, equipped with water -tight mechanical seals. Pump motor to be non -overloading over entire pump curve. C. Model number as indicated on Drawings. D. Automatic Timer Kit: 1. Bell & Gossett Model TC -1. Power Supply: 115/120 VAC, 60 Hz, 10. Minimum Switch Interval: 15 minutes. Run modes: ON (continuous run), OFF (at all times), TIMER (run at programmed intervals). Maximum Switch Current: 16 amps. E. Furnish with Bell & Gossett Circuit Setter® Calibrated Balance Valve: 1. Valves 1/2 -inch to 2 -inch pipe size, NPT or sweat. Design pressure/temperature: 200 psig at 250 deg F. 2. Valves to be of bronze body/brass ball construction with glass and carbon filled TFE seat rings. 3. Valves to have differential pressure read-out ports across valve seat area. 4. Read-out ports to be fitted with internal EPT insert and check valve. 5. Valve bodies to have 1/4 -inch NPT tapped drain/purge port. 6. Valves to have memory stop feature to allow valve to be closed for service and then reopened to set point without disturbing balance position. 7. Valves to have calibrated nameplate to assure specific valve setting. 8. Valves to be leak -tight at full rated working pressure. ®UNIONS A. Malleable Iron Unions: Malleable iron with ground joint brass to iron seat, ANSI B16.14, black or galvanized; Grinnell 463, Stockham 694. B. Dielectric Unions: 1. Watts Series 3000, 1/2 -inch to 4 -inch. 2. A.Y. McDonald Model 2110. 1 -inch to 2 -inch. 3. Corrpro Companies, Inc., EPCO Model FX - 1/2 -inch to 2 -inch, EA -1/2 -inch to 2 -inch, FXS - 1/2 -inch to 1 -inch, FB — 1/2 -inch to 3/4 -inch, or HA -6 — 1/2 -inch to 2 -inch. 4. Legend Valve Model T-571: a. 1/2 -inch to 2 -inch: Galvanized forged steel construction with self -aligning, non-conductive elastomer gasket and thermoplastic insert for a positive seal and complete isolation between tubing and pipng ends. Cold working pressure (CWP): 200 psi up to 180 deg F. b. 2-1/2- inch to 4 -inch: Forged steel, galvanized cast iron construction with self -aligning, non-conductive elastomer gasket and thermoplastic insert for a positive seal and complete isolation between tubing and pipng ends. Cold working pressure (CWP): 200 psi up to 180 deg F. 2.9 VALVES A. General: 1. Acceptable manufacturers: a. Conbraco Industries, Inc.; Apollo® Div. b. Crane Co.; Crane Valve Group; Crane Valves. c. Crane Co.; Crane Valve Group; Jenkins Valves. d. Crane Co.; Crane Valve Group; Stockham Div. e. Hammond Valve. f. Jomar International, LTD. g. Kitz Corporation. h. Lunkenheimer Valves. i. Milwaukee Valve Company. j. NIBCO INC. k. Powell, Wm. Co. 1. Red -White Valve Corp. m. Toyo Valve Co., Ltd. n. Other manufacturers as shown on Drawings. 2. Manufacturer's name and model, figure or drawing number specified are for identification of type, quality and construction. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 11 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 3. Select valves for not less than 150 lb. water working pressure at 200 deg F, and for compatibility with working pressure of pipe and with fittings attached. Select valves designed for installed service. 4. Valves 2 -1/2 -inch and smaller to have threaded or solder end connections. Valves 3 -inch and larger to have flanged end construction. 5. Valve tags are not required. B. Valve Service Schedule: 1. Shut off valve for: Cold and hot water Ball valve. 2 -inch and smaller Cold and hot water Gate valve. 2 -1/2 -inch and larger C. Valves - Water: 1. Ball valves: Rated 150 psi SWP and 600psi non -shock CWP, and with two piece cast bronze bodies, TFE seats, full port, separate packnut with adjustable stem packing, anti -blowout stems and chrome plated brass/bronze ball. Valve ends: full depth ANSI threads or extended solder connections. Manufactured in accord with MSS-SP110. a. Where piping is insulated, equip ball valves with 2 -inch extended handles of non -thermal conductive material. Include a protective sleeve that allows operation of valve without breaking (vapor, vapour) seal or disturbing insulation. Include memory stops that are full adjustable after insulation is applied. 2. Gate valves — 2 -1/2 -inch and smaller: Class 125 and 200 psi CWP, rising stem, union bonnet, solid wedge and manufactured in accord with MSS -SP -80. Body, bonnet, and wedge: Bronze ASTM B62. Stems: Dezincification-resistant silicon bronze ASTM B 371 or low zinc alloy B 99, non -asbestos packing, and with malleable or ductile iron handwheel. Valve ends: Threaded or solder -type. 3. Gate valves - 3 -inch and larger: Class 125 manufactured in accord with MSS-SP70, flanged, bolted bonnet, OS&Y, iron body bronze trimmed, with body and bonnet conforming to ASTM A 126 class B cast iron. Packing and gaskets: Non -asbestos. 4. Check valve: a. 2 -1/2 -inch and smaller: Y pattern swing -type manufactured in accord with MSS-SP80, Class 125, bronze ASTM B 62 body with TFE seat disc. Valve ends: Threaded or solder type. b. 3 -inch and larger: Swing type manufactured in accord with MSS-SP71, Class 125, flanged ASTM A 126 Class B cast iron body with bronze trim, non -asbestos gasket. Or, wafer -style with stainless steel spring, bronze disc plates, rubber seat, body of cast iron ASTM A 126 Class B or A 48 for use with Class 125/150 flanges. 5. If operating pressures exceed 125 psi, Class 150 gate valves and check valves of like construction of the preceding to be used. 2.10 PIPING SPECIALTIES A. Welding Accessories: Weldolet®, Thredolet®, and Sockolet® branch connections, schedule 40 -carbon steel, ASTM A105, as manufactured by Bonney Forge. B. Pipe Sleeves: Refer to Section 20 0050. C. Escutcheons: Refer to Section 20 0050. D. (Calking, Caulking), Sealants, and Sleeves: Refer to Section 20 0050. 2.11 PIPING INSULATION A. Refer to Section 22 0700 for insulating materials for systems specified in this Section. 2.12 PIPING IDENTIFICATION A. Refer to Section 20 0050 for piping identification for systems specified in this Section. 2.13 PIPING PROTECTION A. Corrosion Protection for Below Grade Metal Pipes (for projects with corrosive soil conditions): PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 12 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 1. Polyethylene material: Sheets or tubes with a minimum 8 mils thickness conforming to ANSI/AWWA C 105/A21.5. 2. Plastic Adhesive Tape: ScotchrapT`' 50 all-weather 10 mil thick minimum 2 -inch wide polyvinyl chloride plastic adhesive tape with the following properties: Property Test Method Tensile Strength 201b/in ASTM D 1000 Elongation at Break 100 percent at 10 deg F 200 percent at 74 deg F ASTM D 1000 Adhesion to Steel 30 oz/in at 10 deg F 20 oz/in at 74 deg F ASTM D 1000 Adhesion to Backing 30 oz/in at 10 deg F 20 oz/in at 74 deg F ASTM D 1000 Roll Unwind 16 oz/in at 10 deg F 1.6 oz/in at 74 deg F ASTM D 1000 Water (Vapor, Vapour) Transmission Rate 1.0 g/100 sq in/24 hr ASTM D 3833 Moisture Absorption 0.30 percent ASTM D 570 B. Protection of Pipes passing through Concrete Walls and Floors: 1. Pipe Sleeves: Refer to Section 20 0050. 2.14 CONDENSATE VACUUM SYSTEM (OWNER FURNISHED) A. Lift Kit Assemblies: 1. Owner to furnish AcornVac Lift Kit assemblies as shown on Drawings. Active components of Lift Kit to be powered by vacuum pressures generated at Vacuum Center. 2. Each Lift Kit Assembly to consist of Controller, Extraction Valve, mini check valve assembly, and sufficient length of flexible vacuum rated tubing to interconnect active vacuum components. 3. Accumulators to be installed where shown on Drawings. Refer to Part 3 of this Section. Pipe accumulators to be field fabricated. Box accumulators are manufactured by Acorn Vac. PART 3 - EXECUTION 3.1 DOMESTIC COLD WATER SERVICE INSTALLATION A. Domestic Cold Water Distribution: 1. Install a complete domestic cold water distribution system inside building including connection to plumbing fixtures and equipment as indicated on Drawings. 2. Connect cold water to Owner Furnished equipment in Food Service and other locations indicated. Install shut-off valves at equipment connections. 3. Backflow preventers: Install in accord with manufacturer's recommendations on plumbing fixtures and equipment as indicated in Part 2 of this Section and where indicated on Drawings. a. Pipe air gap fitting drain line from ASSE 1012 double check valves and ASSE 1013 reduced pressure zone backflow preventers to nearest floor drain or janitor's sink. 4. Vacuum Breakers: Install in accord with manufacturer's recommendations and local code on plumbing fixtures and equipment as indicated in Part 2 of this Section and where indicated on Drawings. a. Mount ASSE 1001 atmospheric type vacuum breakers and ASSE 1020 pressure vacuum breakers at high point of downstream piping according to manufacturer's recommendations and local codes. B. Refer to Section 20 0050 for hangers, sleeves, and other materials required. 3.2 DOMESTIC HOT WATER SERVICE A. Install a complete domestic hot water system including water heaters and connection to plumbing fixtures and equipment as indicated on Drawings. 1. Connect hot water to Owner -furnished equipment in Food Service and other locations indicated. Install shut-off valves at equipment connections. 2. Backflow Preventers: Install in accord with manufacturer's recommendations on plumbing fixtures and equipment as indicated in Part 2 of this Section and where indicated on Drawings. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 13 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET a. Pipe airgap fitting drain line from. ASSE 1012 double check valves and ASSE 1013 reduced pressure zone backflow preventers to nearest floor drain or janitor's sink. 3. Vacuum Breakers: Install in accord with manufacturer's recommendations and local code on plumbing fixtures and equipment as indicated in Part 2 of this Section and where indicated on Drawings. a. Mount ASSE 1001 atmospheric type vacuum breakers and ASSE 1020 pressure vacuum breakers at high point of downstream piping. B. Refer to Section 20 0050 for hangers, sleeves, and other materials required. C. Install automatic timer kit on domestic hot water circulating pump in accord with manufacturer's instructions: 1. Timer Settings: Set to run pump for 15 minutes every hour from 7:00 AM to 11:00 PM, and OFF from 11:00 PM to 7:00 AM. D. Install Circuit Setter° Calibrated Balance Valve on hot water circulating line where indicated on the Drawings and in accord with manufacturer's recommendations. 1. To retain calibrated accuracy, for pipe sizes 1/2 -inch to 2 -inch, maintain 3 pipe diameters minimum length of unrestricted straight pipe upstream and 1 pipe diameter minimum length downstream adjacent to the valve. 2. Adjust water flow rate velocity not to exceed 8 fps. Instantaneous Water Heaters: 1. Water heater to be thermostatically controlled with a preset maximum outlet temperature of 110 deg F. Adjust unit temperature as required to not to exceed 110 deg F. 2. A 0.5 GPM faucet flow -control aerator to be furnished by water heater manufacturer. Install aerator on faucet. 3. Flow water at faucet to confirm that water heater element is activated under normal flow conditions. 3.3 COPPER WATER TUBE AND FITTINGS INSTALLATION A. Below Grade Underground Cold Water Service Piping: Braze joints with a 50 percent silver and 50 percent copper brazing alloy filler metal in accord with ANSI/AWS Standards A5.8, A5.31, B2.2, and C3.4 using flux meeting ANSI/AWS Standard A5.31, Type FB3-A or FB3-C. B. Above Grade Domestic Cold and Hot water Distribution Piping: Solder joints using 95-5 tin -antimony (no lead) solder and Nokorode® Regular Paste Flux or Nokorode® 95/5 Pre -Tinning Paste Flux as manufactured by The RectorSeal° Corporation. (Ph: 800-231-3345). An approved substitute solder is Silvabrite 100°, 95.6 percent tin, 4 percent copper, 0.4 percent silver as manufactured by Wolverine Joining Technologies, LLC (Ph: 800-225- 2130). C. Mechanically Formed Tee Fittings: Form in a continuous operation consisting of drilling a pilot hole and drawing out tube surface to form an outlet having a height of not less than three times thickness of branch tube wall so as to comply with American Welding society lap joint weld. 1. Device: Fully adjustable as to insure proper tolerance and complete uniformity of joint. 2. Notch branch tube to conform with inner curve of run tube and press two dimple/depth stops into branch tube (one 1/4 -inch atop the other). This is to insure penetration of branch tube into tee is of sufficient depth for brazing and that branch tube does not obstruct flow in main line tube. 3. Dimple/Depth Stops: In line with run of tube. 4. Second Dimple: 1/4 -inch above first and to serve as a visual point of inspection. 5. Braze mechanically formed tee fittings in accord with Copper Development Association's Copper Tube Handbook using BCuP filler metal. Note — Soft soldered joints will not be permitted. 6. Contractor assumes responsibility for joints being installed in accord with code and manufacturer's instructions. 7. Mechanically formed tee fittings: Listed in accord with ASME Code for Pressure Piping, ANSI B31.5c, IPC, IMC, UPC, UMC, IAPMO, NSPC, ASTM F 2014-00, and ASPE Data Book, Volume 4. D. Press Connections: 1. Make copper press fittings in accord with manufacturer's installation instructions. a. Fully insert tubing inserted into fitting and mark tubing at shoulder of fitting. b. Check Fitting alignment against mark on tubing to assure tubing is fully engaged (inserted) in fitting. c. Press joints using tool approved by manufacturer. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 14 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 3.4 POLYETHYLENE (PEX) TUBING AND FITTINGS INSTALLATION A. Install tubing in accord with tubing manufacturer's recommendations and as indicated in tubing manufacturer's installation handbook. B. Do not install within 6 -inches of gas appliance vents and within 12 -inches of recessed light fixtures. C. Do not solder within 18 -inches of tubing in same waterline. Make sweat connections prior to making tubing connections. D. Do not expose tubing to direct sunlight for more than 30 days. If construction delays are encountered, cover tubing that is exposed to direct sunlight. E. Ensure that no glues, solvents, sealants, and chemicals come in contact with tubing without prior permission from tubing manufacturer. F. Use grommets or sleeves at penetrations for tubing passing through metal studs. G. Protect tubing with sleeves where abrasion may occur. H. Install engineered secondary pipe positioning and support systems where tubing penetrates stud and joists, and for horizontal supports. I. Use tubing manufacturer supplied bend supports where bends are less than 6 times outside pipe diameter. J. Locate supports at not less than 32 -inches between hangers in accord with manufacturer's tubing installation handbook. 3.5 PIPING INSTALLATIONS A. Install pipe anchors and guides where needed to prevent excessive movement of piping and excessive strain on piping and equipment connections. Install expansion loops and offsets in piping as required to prevent excessive strain or pipe displacement between anchors, at piping take -off, and at equipment connections. Refer to Section 20 0050 for hangers, supports, and anchors. B. Protection of piping against corrosion: 1. Corrosion Protection for Below Grade Metal Pipes (for projects with corrosive soil conditions): a. If soil conditions are corrosive, protect underground ferrous metal pipe with corrosion protective wrapping. Apply as recommended by protective material manufacturer. Install polyethylene wrapping according to ANSI/AWWA C105/A21.5. 2. Protect metal pipes passing through concrete or cinder walls and floors or other corrosive material against external corrosion by a protective sheathing or wrapping, or other means that will withstand reaction from lime and acid of concrete, cinder, or other corrosive material. Refer to Section 20 0050 for pipe sleeves. a. Sheathing or wrapping shall allow for expansion and contraction of piping in order to prevent any rubbing action. Minimum wall thickness of material shall be 0.025 inch. 3. Isolate dissimilar metal piping materials using dielectric unions, except where valves are used. Isolate copper piping from ferrous building elements with plastic tape. C. Protection of piping against physical damage: 1. Protect pipe by shield plates in concealed locations where piping, other than cast-iron or galvanized steel, is installed through holes or notches in studs, joists, trusses, or similar structural members less than 1.5 inches from nearest edge of member. 2. Cover area of pipe where structural member is notched or bored with protective shield plates a minimum of 0.062 -inch -thick steel, and extend shields a minimum of 2 -inches above sole plates and below top plates. 3. Installation of construction fasteners shall not penetrate piping systems. D. Connect piping to apparatus and equipment with flanges, unions, and similar devices to permit easy removal. Install unionson inlets and outlets of apparatus and equipment having screwed or soldered connections, 2 -inch and smaller. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 15 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET E. Install valves where required and as indicated on Drawings for control, operation and maintenance of mechanical equipment and systems. Install valves ahead of control valves and as service valves for mechanical apparatus and fixtures to permit maintenance of same without shutting down service of piping systems in building. Valve each domestic water branch at main, except at plumbing fixtures having integral stops. Coordinate location of access panels to service valves and equipment in concealed locations with appropriate trades. F. Install stop valves with integral check valves on hot and cold water lines serving mop sink faucets. G. Install check valves on hot and cold water lines serving faucets with hose and spray attachments and faucets with hose threaded outlets. H. Install manual drain valves at every low point of water systems. Drain valves with threaded hose connection to be 3/4 -inch size. Attach a 1/8 -inch thick plastic 2"x4" tag inscribed with "USE FOR DRAINING SYSTEM ONLY". Verify exact location of drain valves and receive approval from OSR prior to installation. I. Install PVC, CPVC, or ABS plastic pipe according to ASTM D 2321. Install expansion offsets or approved expansion joints as required by local codes. J. Where welded pipe connections are allowed, Bonney "Weldolets®" or "Thredolets®" may be used in place of welding tees. K. Ream piping up to 2 -inch inclusive after cutting. L. Blow out piping sections with compressed air or otherwise clean internally immediately prior to installation into pipe line. M. Cap or cover open piping during erection to prevent entry of foreign material. N. Install water shock absorbers where indicated on Drawings and where necessary to prevent water hammer. 3.6 SOIL DRAIN, WASTE, AND VENT (DWV) SYSTEM INSTALLATION A. Install a complete continuous waste and vent plumbing system as shown on Drawings. Work includes, but is not limited to, the following: 1. Building sanitary sewer: Extend to point indicated outside building to join site sanitary sewer line shown on site utility plan. Verify connection point, invert elevation at connection, and pipe material before proceeding and make necessary adjustments to accomplish connection. 2. Install continuous waste and vent system. 3. Connect waste and vent piping to plumbing fixtures, appliances, Owner -furnished equipment in Food Service, and other locations indicated. 4. Install soil waste and drain pipe cleanouts same size as pipe served at foot of stacks, at every change in direction, where indicated on Drawings, and as required by governing codes. B. Floor Drains, Funnel Drains, and Floor Sinks: 1. Set floor drains with strainer top level with finished floor surface. Verify floor finishes and elevations with Architectural Drawings and Specifications before commencing work. 2. In food service area, locate floor drains, funnel drains, and floor sinks where indicated on Drawings. C. Vents: 1. Install 4 -inch diameter vent pipe from a point 12 -inches below roof where 4 -inch roof penetrations are required. Install single counter flashing over flashing sleeve and pipe with adjustable clamp to ensure tight closure over sleeve. 2. Locate vents, cut holes in roof deck, and furnish flashing sleeve to roofing trade before roofing work is started. 3. Install vent piping with lines sloped back towards fixtures being served in accord with governing codes. D. Plugs: 1. At completion of project install Hub -Fit Gripper® Plugs in open hub drains that are to be abandoned or sealed off for future use. Confirm locations with Owner's Site Representative, OSR. 3.7 CONDENSATE VACUUM SYSTEM INSTALLATION (BY DIVISION 22) A. Preparation: 1. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. 2. Remove scale and dirt, on inside and outside, before assembly. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000-16 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 3. Prepare piping connections to equipment with flanges or unions. B. Installation: 1. System installation to be by a trained and certified installer. Acorn Vac to furnish free training upon request. by Division 22 contractor prior to commencement of installation. 2. Installation to be in strict accord with Acorn Vac's installation instructions and training Webinar. Webinar training can be scheduled with Acorn Vac, Ph: 1-800-591-9920. Refer to Section 22 9000 for Start-up. 3. Acorn Vac's representative to inspect concealed components prior to being concealed. Acorn Vac will also inspect completed system at start-up. 4. Do not store equipment outdoors prior to installation. Protect vacuum components from environment, construction debris, damage, dust, mortar splatter and direct paint or paint splatter. 5. Conventional venting is not required and to be installed only as shown on Drawings. 6. Method of Installation: a. Install condensate vacuum system components and piping as required for complete installation in accord with Construction Documents and Acorn Vac training. b. Furnish and install gravity condensate drainage piping from refrigerated cases running trap to accumulator. c. Install vacuum (center, centre) with clear space sufficient for servicing. Install valves in accessible locations or provide access doors or panels (minimum size 14 inches by 14 inches) in walls, partitions, floors or ceilings. Floor access panels to be watertight. 7. Condensate Vacuum System Piping and Accessories: a. Inside surfaces of drainage piping to be smooth and free of burrs, weld bead protrusions and abrupt changes in cross section. b. Taper -ream joints in which inside diameter of vacuum drainage pipe and fitting do not meet. Pipe/fitting interface to produce a smooth transition. c. Right angle bends in horizontal vacuum drainage piping to be long radius DWV bends. d. 45 degree changes of direction in a vertical riser must be made with DWV fittings. e. 90 degree changes of direction in a vertical lift must be made with long radius DWV fittings. f. Line clean outs to be spaced no greater than 48 feet. Provide additional cleanouts at ends of mains and branches and where indicated on Drawings. g. Wye branch fittings in vacuum drainage piping to be positioned so that branch lines enter wye branch fitting at a minimum of 45 degree measured in a vertical plane from horizontal. h. Lifts or risers to enter main within 45 degrees from top. Side or bottom entry is not permitted. i. Slope branch lines toward collection main and collection mains toward vacuum tank(s). Slope to provide positive pitch, (1/4 -inch per foot), to collection system. j. Protect vacuum drainage lines from clogging, debris and damage for remainder of construction period. Place plugs in end of uncompleted work at end of each work day or when work is stopped. k. Isolation and check valves to be full port valves rated for vacuum and shall be accessible for service and operation. 1. Tee fittings not to be used in vacuum drainage piping. m. A single offset is allowed in vertical piping in accord with AcornVac construction documents to avoid structural members. n. In sales area or in areas viewable by public, conceal vacuum piping above ceilings or within walls. o. Locate lift or riser piping no more than 3'-0" from outlet of accumulator. p. Bracing: 1) Piping must be supported, braced, and secured to resist thrusting forces exerted during vacuum system operation. 2) Correct bracing is to be accomplished by use of multi -directional pipe clamps and rigid support assemblies. 3) Proper bracing has been achieved when no noticeable movement of vacuum piping system occurs during operation. 4) Piping must be braced in accord with AcornVac specifications or local code requirements, which ever is more restrictive. 5) Bracing assemblies must be attached to a rigid base. Structural steel, rigid studs, or wooden backings must be used to provide adequate support. Drywall, thin sheet metal case backing, and HVAC duct are not acceptable bases. 6) Bracing of horizontal piping should be in four foot intervals when the installation is done in PVC, and eight foot intervals for copper, or as required by local code. PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 17 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 7) Sagging of piping between supports is not permitted; 1/4 -inch slope per foot is to be maintained at all times. 8) Lateral or seismic bracing should be added every 25 feet when hanger assembly is greater than 36 - inches long. 9) When a Unistrut® or equivalent trapeze is used, piping must be clamped down securely. 10) Vertical risers are to be secured in six foot intervals. 11) An approved bracing assembly must be installed within one foot of every directional change on both sides of the fitting. 12) An approved bracing assembly must be installed within one foot of every extraction valve, on both the inlet and outlet side. 8. Vacuum Extraction Valves, Controllers, and Accumulators: a. Protect valve components from paint, construction dirt and debris at all times. b. Install accumulators, controllers, and extraction valves where indicated on Drawings and in accord with Acorn Vac's training. c. Neoprene rubber sensor tubing between controller and accumulator shall have uniform pitch back from controller to accumulator. d. Secure neoprene rubber sensor tubing to vacuum lifts or risers with nylon tie straps. Take care so as not to kink or constrict tubing. C. Field Quality Control: 1. Test condensate vacuum system piping at 22 -inches Hg with no loss of pressure exceeding 0.1 -inch Hg per minute over a minimum period of 10 minutes. 2.. Materials or workmanship found faulty to be immediately replaced or repaired and sections or full system to be re -tested. 3. Testing to be performed in presence of Acorn Vac's representative. 3.8 FIELD QUALITY CONTROL A. General: 1. Contractor to flush out and test piping systems after erection and before concealing or covering. Test as required by code and as specified herein. Materials or workmanship found faulty to be immediately replaced or repaired and sections or systems re -tested. 2. Perform tests in presence of governing authorities and OSR. 3. Submit certificates to OSR that tests have been satisfactorily completed. B. Plumbing Tests: 1. Plumbing tests to be not less than the following: 2. Test water pipes at a pressure at least 50 psig higher than normal working pressure, but in no case at a pressure less than 125 psig, for a period of 2 hours. 3. Sanitary, storm and vent pipes, air pressure of 5 psig for a period of 15 minutes. 4. Perform final air test when plumbing work is finished, according to governing code requirements. 5. No plumbing system, or part thereof, to be covered or concealed until such work receives approval of OSR and governing authorities requiring tests. C. Water Piping Sterilization: 1. Disinfect below grade water mains in accord with ANSI/AWWA C651. 2. Upon completion of building's domestic cold and hot water piping, sterilize systems with chlorine before placing in operation as follows: a. Utilize a chlorine dosage of not less than 50 parts per million. b. Following a contact period of not less than 24 hours, flush chlorinated water from system with clean water until residual chlorine content is not greater than 0.02 parts per million. c. During sterilization period, open and close valves several times in water lines being sterilized. d. Comply with governing code requirements. END OF SECTION PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 18 2018 REMODEL PROGRAM - T-0627 -SOUTHCENTER, WA TARGET THIS PAGE INTENTIONALLY LEFT BLANK PLUMBING PIPING SYSTEMS AND EQUIPMENT 22 1000 - 19 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET SECTION 22 4000 PLUMBING FIXTURES PART 1 - GENERAL 1.1 SUMMARY A. Section includes plumbing fixtures and trim, Contractor Furnished unless noted otherwise, for the following items: 1. Water closets: Owner Furnished fixture and trim. 2. Urinals: Owner Furnished fixture and trim. 3. Lavatories: Owner Furnished fixture and trim. 4. Stainless Steel Sinks (Lounge). 5. Electric Water Coolers: 1.2 RELATED ITEMS . A. Section 01 3300 — Submittal Procedures. B. Section 01 4200 — References. C. Section 01 6000 — Product Requirements. D. Section 01 8113 — Sustainable Design Requirements (LEED). E. Section 07 9200 - Joint Sealants. F. Section 20 0050 - Basic Mechanical Materials and Methods; for submittals. G. Section 22 0700 - Plumbing Insulation. H. Section 22 1000 - Plumbing Piping Systems and Equipment. I. Division 26 - Electrical; for electrical work for mechanical installations. J. Owner Furnished food service equipment and other fixtures are indicated on Drawings. 1.3 REFERENCES A. ADA, Americans with Disabilities Act of 1990; ADAAG, ADA Accessibility Guidelines for Buildings and Facilities. B. ANSI/ASME Al 12.6.1M, "Supports for Off -the -Floor Plumbing Fixtures for Public Use". C. ANSI/ASME A112.18.1 (CSA B125.1), "Plumbing Supply Fittings". D. ANSI/ASME A112.19.1M, "Finished and Rough Brass Plumbing Fixture Fittings". E. ANSI/ASME Al 12.19.2M, "Vitreous China Plumbing Fixtures". F. ANSI/ASME A112.19.3 (CSA B45.4), "Stainless Steel Plumbing Fixtures". G. ANSI/ASME 112.19.6, "Hydraulic Performance Requirements for Water Closets and Urinals". H. ASSE 1037, "Performance Requirements for Pressurized flushing Devices (Flushometers) for Plumbing Fixtures". I. ICC/ANSI A117.1, "Accessible and Useable Buildings and Facilities". J. NSF/ANSI 61, "Drinking Water Additives — Drinking water system components — Health effects". 1.4 QUALITY ASSURANCE A. Furnish products of same manufacturer for each product type specified throughout unless noted otherwise. PLUMBING FIXTURES 22 4000 - 1 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET 1.5 SUBMITTALS A. Furnish submittals in accord with Section 01 3300, Submittal Procedures, and Section 20 0050, Basic Mechanical Materials and Methods. PART 2- PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: CONTRACTOR FURNISHED UNLESS NOTED OTHERWISE A. Stainless Steel Sinks: 1. Elkay. 2. Just. B. Fixtures (Owner Furnished): 1. Water Closets: American Standard. 2. Urinal: Toto. 3. Lavatory (Public Restrooms): Acorn Engineering Company. 4. Lavatory (Non -Public Restrooms): American Standard. C. Flush Valves — Sensor Operated and Manual (Owner Furnished): 1. Sloan. D. Sink Trim: 1. Chicago Faucets. 2. Delta Faucet Co. 3. Elkay. 4. Sloan. 5. T&S Brass. 6. Zurn. E. Fixture Carriers: 1. Josam. 2. Wade. 3. Watts. 4. Zurn. F. Electric Water Coolers: 1. Oasis. 2.2 FIXTURE SCHEDULE: CONTRACTOR FURNISHED UNLESS NOTED OTHERWISE A. WATER CLOSET (F -1S, F-1HS) - (Owner Furnished, except for Closet Carrier): 1. Fixture: American Standard, Afwa1r Elongated Toilet 2257.001, wall hung, top spud, siphon jet, white vitreous china, 1.28 gpf, and ADA compliant. 2. Flush Valve: No. 111-1.28 ES -S TMO Sloan® Royal® Model exposed diaphragm type chrome plated electronic hard wired sensor operated water closet flushometer with the following features: a. PERMEXTm synthetic rubber diaphragm with dual filtered fixed bypass. b. OPTIMA® EL -1500-L self -adaptive infrared sensor with indicator light. c. User friendly three (3) second flush delay. d. Non -Hold -Open True Mechanical Override. e. Non -hold -open integral solenoid operator. f. Two (2) chrome plated wall cover plates (for 2 -gang electrical box) with vandal resistant screws. g. 1 -inch I.P.S. screwdriver Bak -Cher angle stop. h. Free spinning vandal resistant stop cap. i. Adjustable tailpiece. j. High back pressure vacuum breaker flush connection with one-piece bottom hex coupling nut, spud coupling and flange for 1 -1/2 -inch top spud. k. Sweat solder adapter with cover tube and cast set screw wall flange. 1. High copper, low zinc brass castings for dezincification resistance. PLUMBING FIXTURES 22 4000 - 2 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET m. Non -hold -open handle, fixed metering bypass and no external volume adjustment to ensure water conservation. n. Flush accuracy controlled by CIDT" technology. o. Diaphragm, stop seat, and vacuum breaker to be molded from PERMEXTM rubber compound for chloramine resistance. p. Valve Body, cover, tailpiece, and control stop: In conformance with ASTM Alloy Classification for Semi -Red Brass. Valve to be in compliance to applicable sections of ASSE 1037 and ANSI/ASME 112.19.6. q. Include EL -154 120V/24V Transformers (by Owner). Coordinate quantity and location of transformers with Division 26. 3. Seat: Church No. 295SSC, white elongated open front seat with self-sustaining check hinge. 4. Closet Carrier (Contractor Furnished): Closets hung on closet carriers designed for vertical adjustment. Furnish positioning frame for each bowl. 5. Contractor to furnish extension nipple(s) EL -226 if distance from centerline of flush valve is greater than 3 - inches. B. URINAL (F -2S) - (Owner Furnished): 1. Fixture: Toto UT105U white vitreous china, wall hung, 3/4 -inch top spud, 0.125 gpf washout urinal, with integral trap, and ADA compliant. 2. Flush Valve: No. 186 -0.125 -ES -S TMO Sloan® Royal® Model exposed diaphragm type chrome plated electronic hard wired sensor operated urinal flushometer with the following features: a. PERMEXT" synthetic rubber diaphragm with dual filtered fixed bypass. b. OPTIMA® EL -1500-L self -adaptive infrared sensor with indicator light. c. Non -hold open True Mechanical Override. d. Non -hold -open integral solenoid operator. e. Die cast sensor cover plates with no visible fasteners (for 2 -gang electrical box). f. 3/4 -inch I.P.S. screwdriver Bak-ChekT' angle stop. g. Free spinning vandal resistant stop cap. h. Adjustable tailpiece. i. High back pressure vacuum breaker flush connection with one-piece bottom hex coupling nut, spud coupling and flange for 3/4 -inch top spud. j. Sweat solder adapter with cover tube and cast set screw wall flange. k. High copper, low zinc brass castings for dezincification resistance. 1. Non -hold -open integral solenoid operator, fixed metering bypass, and no external volume adjustment to ensure water conservation. m. Flush accuracy controlled by CIDTM technology. n. Diaphragm, stop seat, and vacuum breaker to be (molded, moulded) from PERMEX' rubber compound for chloramine resistance. o. Valve Body, cover, tailpiece, and control stop: In conformance with ASTM Alloy Classification for Semi -Red Brass. Valve to be in compliance to applicable sections of ASSE 1037 and ANSI/ASME 112.19.6. p. Include EL -154 120V/24V Transformers (by Owner). Coordinate quantity and location of transformers with Division 26. 3. Contractor to furnish extension nipple(s) EL -226 if distance from (centerline, centreline) of flush valve is greater than 3 -inches. C. LAVATORY (F-4HS) - (Owner Furnished): 1. Fixture: 1) F-4HS-1: Acorn Engineering MERIDIAN M3801 -E508-0001 (M3801 -1-09-H1): (a) Meridian Edge Corterra cast polyester resin solid surface material. Uni basin, less spout/valve, color Corterra cotton tail/matte finish, 3 drain config Q# 00006387. 2) F-4HS-2: Acorn Engineering MERIDIAN M3802 -E508-0001 (M3802 -1-09-H1): (a) Meridian Edge Corterra cast polyester resin solid surface material. Dual basin, less spout/valve, color Corterra cotton tail/matte finish, 3 drain config Q# 00006387. 3) F-4HS-3: Acorn Engineering MERIDIAN M3803 -E508-0001 (M3803 -1-09-H1): (a) Meridian Edge Corterra cast polyester resin solid surface material. Tri basin, less spout/valve, color Corterra cotton tail/matte finish, 3 drain config Q# 00006387. PLUMBING FIXTURES 22 4000 - 3 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET b. Full length, hinged trap enclosure, 18 gage type 304 stainless steel with polished satin finish exterior surfaces. c. Sensor -operated deck mounted faucets. Toto TEL Hydropowered self -generating, EcoPower System. d. Pressure balancing mixing valve, Wilkins ZW3870XLT serving each faucet e. Mounting bracket. f. ADA compliant. D. LOUNGE SINK (F-7) — (Owner Furnished, accessories furnished by Contractor as noted): 1. Store planning fixture number MF3350 or MF3351. 2. Fixture: Built in Elkay Lustertone No. LRAD-2222-65-2, 22" x 22", type 302 - 18 gage stainless steel self - rimming sink. 3. Drain Fitting: Elkay model LK35 type 304 stainless steel body and removable conical basket strainer with metal stem and rubber stopper. 4. Faucet: Elkay model LK3000CR concealed mount single lever mixing faucet with 10 -inch high swing spout. 5. Contractor Furnished: LK733 0.5 GPM flow control aerator. � 6. Contractor Furnished: ADA compliant pipe insulation on water supplies and stops and p -trap. E. ELECTRIC WATER COOLER (F-8, F -8H) — (Owner Furnished): 1. Oasis Model: PG8AC barrier free wall hung water cooler with a minimum capacity of 8.0 gph at 50 deg F with 80 deg F inlet water and 90 deg F ambient space temperature. Unit shall have not greater than 3.1 amp, 115v/60Hz/Iph air cooled condensing unit. Furnish backsplash, hangers, self-closing valve, automatic stream regulator, code approved bubblers, adjustable thermostat control, "P" trap and water stop valve. Units in office areas and sales areas shall have a stainless steel (SS) cabinet. Unit in stock area corridor shall have a sandstone baked enamel finish. 2. Side-by-side units to operate independently of each other and each shall have one compressor per spout. 3. Refrigerant: R134a. 4. Unit shall comply with ANSI A117.1 and ADA. Listed by Underwriters Laboratories Inc.® to US and Canadian standards. Shall comply with NSF/ANSI 61. F. EMERGENCY EYEWASH (F-13): 1. Bradley Model S19224BPT. Wall mounted plumbed emergency eyewash. Barrier free, halo eyewash, stainless steel bowl and p -trap. Type 304 stainless steel push handle activation. Provide Navigator S19-2000 thermostatic mixing valve. 2.3 CARRIERS A. Water Closets: Josam 11000 or 12000 series, cast iron with adjustable closet connection, fittings, and extensions required to fit plumbing chases as shown on Drawings. Furnish for high rough -in for ADA accessible water closet as indicated. Verify inner wall dimensions for carrier clearance prior to ordering and installation. B. Urinals: Josam 17560 series, floor mounted single urinal with hanger and bearing plates. C. Lavatories: Josam 17100 series, floor mounted single lavatory with concealed arms. D. Electric Water Cooler: Josam 17560 series, floor mounted with hanger and bearing plates sized to accept specified water cooler. 2.4 CAULKING. A. Caulking: White colored SLNT-4 joint sealant as specified in Section 07 9200, and in accord with Section 01 8113, Article 2.4 Low Emitting Materials. PLUMBING FIXTURES 22 4000 - 4 2018 REMODEL PROGRAM — T-0627 —SOUTHCENTER, WA TARGET PART 3 - EXECUTION 3.1 FIXTURE INSTALLATION A. Contractor to install Owner Furnished and Contractor Furnished items as follows: Set fixture in place and properly connect to waste, vent, and water pipes. Install rigid, plumb, level, and true at heights indicated on architectural elevations. B. Install carriers for fixtures according to manufacturer's recommendations. C. Owner Furnished Acorn Engineering lavatories: 1. Install in accord with manufacturer's installation instructions furnished with fixtures, except that one thermostatic mixing valve, TMV, may be used to serve each lavatory group with up to four bowls, rather than using one TMV underneath each bowl. 2. Provide wall anchors and associated hardware for mounting furnished with mounting brackets. 3. Carriers not required. D. Secure water closets to water closet carriers according to manufacturer's recommendations. It is required that each fixture support bolt (mounting stud) is secured to carrier body with locking hex nut(s) at face of carrier body in accord with manufacturer's recommendations. Fixture support bolts need to be locked in place so that they cannot rotate and come loose as water closet fixture is being secured to fixture support bolts, and so that fixture support bolts will not come loose over time. E. Fixture Support Bolts: Hang wall fixtures with 5/16 -inch brass bolts of sufficient length to securely fasten fixture to backing. Furnish chrome plated exposed heads. F. Install faced inlets for fixtures. Extend branches of soil, waste, and vent pipe as close to fixture as possible. Grade branches of vent pipes to trap. Support and anchor as specified in Section 20 0050. G. Connect fixture wastes, other than water closets and trap standard fixtures, to waste lines with iron ferrule and threaded pipe. Make connections to water closets and trap standard fixtures with approved inlet fittings, correctly located according to size and type of fixture to be connected. H. Anchor flush valves for water closets and urinals completely shake -proof in walls. Where copper straps are used to anchor piping to steel wall studs, isolate strap with plastic tape. I. Furnish chrome plated angle supplies with female nominal pipe thread (FNPT) inlets and angle supplies with loose key stops in water supplies to water closets, lavatories, and sinks with exposed supplies. Where water supplies are concealed in accessible cabinet work, piping may be copper and stops to be wheel handle type. J. Comply with ADA and applicable accessibility standards for mounting height of fixtures and verify rough -in dimensions and locations with fixture manufacturer's rough -in installation instructions. 1. Water closets: Coordinate rough -in and flush valve height with grab bars. Refer to Architectural Interior Finish Details on Drawings. 2. Lavatories: Adjust hot water limit stops on lavatory faucets to a maximum hot water discharge temperature to 105 deg F. a. Insulate exposed waste, hot, and cold water connections at ADA mounted lavatory fixtures in non-public restrooms. Refer to Section 22 0700 for insulation type, thickness, and method of installation. b. Coordinate location of water heater and disconnect with lavatory protective enclosure in public restrooms if lavatory is served by a point -of -use instantaneous water heater. If water heater and disconnect will not fit in enclosure, mount water heater and disconnect next to enclosure and provide stainless steel enclosure over water heater, electrical disconnect and piping. Stainless steel enclosure shall be removable for access to disconnect and to water heater. 3.2 CAULKING A. Caulk around plumbing fixtures with SLNT-4 joint sealant. END OF SECTION PLUMBING FIXTURES 22 4000 - 5 2018 REMODEL PROGRAM T-0627 SOUTHCENTER, WA TARGET SECTION 23 1100 FUEL PIPING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Natural-gas piping system. 2. Connections to Owner -Furnished fixtures and equipment. 3. Piping identification. 4. Piping testing. 5. Termination of piping systems at a point 5'-0" outside building unless otherwise indicated. 1.2 RELATED ITEMS A. Section 01 3300 — Submittal Procedures. B. Section 01 4200 - References. C. Section 01 6000 — Product Requirements. D. Section 09 97Q0 — Exterior Finish.Systems, for painting of exterior gas piping. E. Section 20 0050 - Basic Mechanical Materials and Methods, for: 1. Basic Materials and Methods. 2. Submittals. 1.3 REFERENCES A. ANSI: "American National Standards Institute": 1. ANSI / ASME B1.20.1, "Pipe Threads, General Purpose (Inch)". 2. ANSI LC 4 / CSA 6.32, "Press connect metallic fittings for use in fuel gas distribution systems". 3. ANSI Z21.24 / CSA 6.10, "Connectors for Gas Appliances". 4. ANSI Z21.80-2003 / CSA 6.22-2003, "Line Pressure Regulators", ANSI Z21.80A-2005 / CSA 6.22A-2005, Addenda 1, and ANSI Z21,80B-2010 / CSA 6.22-2010, Addenda 2. B. API, "American Petroleum Institute": 1. API RP 51, "Onshore Oil and Gas Production Practices for Protection of the Environment". C. ASME, "American Society of Mechanical Engineers": 1. ASME, "Boiler and Pressure Vessel Code". 2. ASME B16.1, "Cast Iron Pipe Flanges and Flanged Fittings". 3. ASME B16.14, "Ferrous Pipe Plugs, Bushings and Locknuts with Pipe Threads". 4. ASME B36.10M, "Welded and Seamless Wrought Steel Pipe". 5. ASME B16.25, "Butt welding Ends". 6. ASME B31.1, "Power Piping". D. ASPE, "American Society of Plumbing Engineers". E. ASTM A 53, "Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless". F. ASTM A 105, "Standard Specification for Carbon Steel Forgings for Piping Applications". G. ASTM A 513, "Standard Specification for Electric -Resistance -Welded Carbon and Alloy Steel Mechanical Tubing. H. ASTM B 117, "Standard Practice for Operating Salt Spray (Fog) Apparatus". I. ASTM D 2000, "Standard Classification System for Rubber Products in Automotive Applications". J. ASTM D 2513, "Standard Specification for Polyethylene (PE) Gas Pressure Pipe, Tubing, and Fittings". FUEL PIPING 231100-1 2018 REMODEL PROGRAM T-1484 LAKEVILLE, MN TARGET K. ASTM F 1973, "Standard Specification for Factory Assembled Anodeless Risers and Transition Fittings". L. ASTM G 8, "Standard Test Methods for Cathodic Disbonding of Pipeline Coatings". M. ASTM G 14, "Standard Test Method for Impact Resistance of Pipeline Coatings (Falling Weight Test)". N. AWS, "American Welding Society". 1. AWS A5.8, "Specification for Filler Metals for Brazing and Braze Welding". O. CSA International, "Canadian Standards Association", the approving agency for American Gas Association, AGA Standards. 1. CSA B 137.4, "Polyethylene (PE) piping systems for gas services". P. Department of Transportation, DOT, Code of Federal Regulations, Title 49, Part 192 — "Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards". Q. IAPMO, "International Association of Plumbing and Mechanical Officials". R. IFGC, "International Fuel Gas Code". S. IMC, "International Mechanical Code". T. IPC, "International Plumbing Code". U. MSS, "Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.". V. NCPWB, "National Certified Pipe Welding Bureau". W. NFPA 30, "Flammable and Combustible Liquids Code". X. NFPA 37, "Installation and Use of Stationary Combustion Engines and Gas Turbines". Y. NFPA 54/ANSI Z223.1, "National Fuel Gas Code". Z. NFPA 58, "Liquefied Petroleum Gas Code". AA. NFPA 70, "National Electrical Code®, NEC®". BB. NFPA 110, "Emergency and Standby Power Systems". CC. Underwriters Laboratories Inc.®, UL, "Building Materials Directory". DD. UMC, "Uniform Mechanical Code". 1.4 QUALITY ASSURANCE A. Welding Qualifications: 1. Welding of piping joints to conform to ASME B 16.25 and B31.1. 2. Welders to be certified by NCPWB or other reputable and recognized agency, using welding procedures set forth in ASME Boiler Construction Code, Section IX, "Welding Qualifications". B. Quality Marking: Manufacturer's name or mark to be attached to each length of pipe, fitting, fixture, and device installed in piping systems. C. Piping System Tests: 1. Perform tests of piping systems as specified in individual sections of piping. Test piping before concealing. 2. Acceptance of tests performed not to relieve Contractor from responsibility for property damage to building resulting from leaking or ruptured piping during guarantee period. Property damage to be promptly and properly repaired, including refinishing or replacing of damaged components or areas upon notification from Owner. This requirement to pertain only to piping, joints, connections, equipment, and workmanship represented by systems as finally accepted, and not to those extensions or revisions that may be made by Owner during guarantee period. FUEL PIPING 231100-2 2018 REMODEL PROGRAM T-0627 SOUTHCENTER, WA TARGET PART 2- PRODUCTS 2.1 GAS PIPING SYSTEM A. General: 1. Refer to Section 20 0050 for hangers, sleeves, arid other materials required. B. Gas Piping and Fittings: 1. Above grade for gas pressures less than 2 psi: a. Inside Building, 2 -inch and larger; Outside Building, 2 -1/2 -inch and larger: ASTM A 53 Schedule 40 black steel with ASTM A'105 standard weight butt weld fittings, where allowed by local codes. b. Inside Building, 1 -1/2 -inch and smaller: ASTM A 53 Schedule 40 black steel with standard weight malleable iron threaded fittings, or Viega Mega Press G pipe joining systems with fittings having an HBNR sealing element suitable for natural gas (liquid propane gas) applications in accord with ANSI LC 4 / CSA 6.32, where allowed by local codes and authority having jurisdiction, AHJ. c. Outside Building, 2 -inch and smaller: ASTM A 53 Schedule 40 galvanized steel with standard weight malleable iron threaded fittings, or Viega Mega Press G pipe joining systems with fittings having an HBNR sealing element suitable for natural gas (liquid propane gas) applications in accord with ANSI LC 4 / CSA 6.32, where allowed by local codes and authority having jurisdiction, AHJ. 2. Above grade for gas pressures 2 psi and greater: a. Inside and Outside Building, 1/2 -inch and larger: ASTM A 53 Schedule 40 black steel with ASTM A 105 standard weight butt weld 'fittings, where allowed by local codes. b. Outside Building, 2 -inch and smaller: ASTM A 53 Schedule 40 galvanized steel with standard weight malleable iron threaded fittings, or Viega Mega Press G pipe joining systems with fittings having an HBNR sealing element suitable for natural gas (liquid propane gas) applications in accord with ANSI LC 4 / CSA 6.32, where allowed by local codes and authority having jurisdiction, AHJ. C. Flexible Gas Connectors: 1. Furnish CSA International approved heavy-duty stainless steel gas connectors at equipment as indicated on Drawings. Verify requirements of local codes. 2. Connectors to have an overall length not to exceed 36 -inches with flared end fittings. 3. Size connectors to handle total demand of connected load at pressure required at equipment as indicated on Drawings. 4. Design certified for a maximum operating pressure of 0.5 psig. 5. ANSI Z21.24 / CSA 6.10 certified, and meeting requirements of NFPA 54 / ANSI Z223.1. D. Gas Pressure Regulator: 1. Furnish gas pressure regulator, unless supplied with Owner furnished equipment, as indicated on Drawings to reduce pressure from 5 psig to 14 -inch water column. a. Acceptable manufacturers: 1) Maxitrol (all gas fired equipment except package engine generator set). 2) Fisher (all gas fired equipment including package engine generator set). 3) Itron (formerly Schlumberger) (all gas fired equipment including package engine generator set). 4) Pietro Fiorentini® (all gas fired equipment including package engine generator set). 2.2 UNIONS A. Malleable Iron Unions: Malleable iron with ground joint brass to iron seat, ASME B16.14, black or galvanized; Grinnell 463, Stockham 694. B. Dielectric Unions: 1. Lines 1 -1/2 -inch and smaller: Universal insulating unions type 2000 series, style No. 3 and 4. 2. Lines 2 -inch and larger: Insulating flanges having one brass component and one steel component as manufactured by Service Engineers, Inc., Fort Worth, Texas. 2.3 VALVES A. Valves — Gas Service: FUEL PIPING 231100-3 2018 REMODEL PROGRAM T-1484 LAKEVILLE, MN TARGET 1. Lubricated Plug Valve: Sizes 1/2 -inch and larger, UL Listed / CSA Approved for natural gas applications. Cast iron body. Walls and end connections to conform to applicable ASME B 16.1 Class 125, designed for a minimum of 175 pound WOG. a. Acceptable manufacturers: 1) Homestead ® Valve, a Division of Olson Technologies, Inc. 2) Resun®, A Unit of Robbins & Myers, Inc. 3) Milliken. 4) Key Port Valve®, A Unit of SMG, Inc. 2. Ball Valve: Sizes 1/2 -inch through 4 -inch, UL Listed / CSA Approved for natural gas applications. Forged brass two piece body and end pieces, full port construction, with a rated working pressure of 600 psi CWP. 1) Apo11o® Valves, Conbraco Industries, Inc. 2) Milwaukee Valve Company. 3) Nibco®, only 1/2 -inch through 2 -inch are UL Listed / CSA International Certified. 2.4 PIPING SPECIALTIES A. Strainers: 1. Acceptable manufacturers: a. Mueller. b. C.M. Bailey. c. Armstrong. 2. Y -pattern type, cast iron or semi -steel (bronze when installed on copper, brass or potable water pipe), pressure rated for intended service. 3. Furnish standard brass screen, gasketed machined flanged cap with threaded blowdown opening. Valve with hose connection for non -potable water. Valve with no hose connection for potable water. 4. Furnish screwed strainers for sizes 2 -inch and smaller and flanged for 2 -1/2 -inch and larger. Select for minimum effective straining ratio four to one. B. Welding Accessories: Weldolet®, Thredolet®, and Sockolet® branch connections, schedule 40 -carbon steel, ASTM A105, as manufactured by Bonney Forge. C. Pipe Sleeves: 1. Schedule 40 steel pipe, black or galvanized; Schedule 40 PVC; or galvanized iron sheet metal riveted to form rigid cylinder. 2. Fabricate sleeves of new material, cut square and reamed. D. Escutcheons: Chrome plated, with raised edges to accommodate extended sleeves. 2.5 PIPING IDENTIFICATION A. Refer to Section 20 0050 for piping identification for systems specified in this Section. PART 3 - EXECUTION 3.1 GAS PIPING SYSTEM INSTALLATION A. Install a complete gas piping system as shown on Drawings in accord with NFPA 54/ANSI Z223.1 and National and Local Code requirements. Work includes the following: 1. Medium pressure gas service from gas meter to gas fired appliances as shown on Drawings. 2. Installation of low pressure gas service line from roof to gas fired equipment inside building. 3. Install UL Listed / CSA Approved lubricated plug valve as manual shut off valve for natural gas piping main downstream of meter and branches where shown on Drawings. 4. Install UL Listed / CSA Approved ball valve as manual shut off valve for natural gas piping at appliances, equipment, and where shown on Drawings. 5. Install steel sleeves as specified in Section 20 0050 for installation of gas service line where indicated and as required by governing code. 6. Electrically isolate building distribution system from underground ferrous gas piping with a UL Listed dielectric fitting installed a minimum of 6 -inches above grade. FUEL PIPING 231100-4 2018 REMODEL PROGRAM T-0627 SOUTHCENTER, WA TARGET 7. Apply an appropriate joint compound (pipe dope) sparingly and only to male threads of metallic threaded joints. Compounds to be resistant to action of liquefied petroleum gas. 8. At a minimum, paint exposed threads at joints to prevent corrosion at threads. B. Flexible Gas Connectors: 1. Install connectors according to flexible gas connector manufacturer's recommendation, using flexible gas connector manufacturer -furnished fittings. 2. An accessible manual gas shut-off valve must be installed on gas supply immediately upstream of connector. 3. Install connectors as straight as possible, avoiding sharp bends and kinks. 4. Do not install gas connectors in locations where connector is concealed within or runs through a wall, floor, or other partition. C. Support gas piping on roof using Owner Furnished pipe supports as shown on Drawings. D. For suspended piping indoors refer to Section 20 0050 for hangers, supports, and anchors. E. Bond fuel gas piping system to a grounding electrode in accord with NFPA 54/ANSI Z223.1, NFPA 70, and National and Local Code requirements. Installation of bonding jumper by Division 26, refer to Section 26 0526. F. Alternate to threaded fittings 2 -inch and smaller, if allowed by local code and authority having jurisdiction, AHJ: Viega Mega Press G pipe joining systems: 1. Installers of metallic press systems shall have proof of credential for training by manufacturer's trained personnel. 2. Use tools recommended by manufacturer. 3. Follow manufacturer's instructions for preparing pipe. 4. Install system in accord with manufacturer's installation instructions and in accord with local code requirements. 3.2 FIELD QUALITY CONTROL A. General: 1. Contractor to test piping systems after erection and before concealing or covering. Test as required by code and as specified herein. Immediately repair or replace materials and workmanship found faulty and retest. 2. Perform tests in presence of governing authorities and Owner's Site Representative, OSR. 3. Submit certificates to OSR that tests have been satisfactorily completed. B. Gas Piping: 1. Test pressure and test duration to be in accord with requirements of NFPA 54, or local code requirements whichever is more stringent. 2. Leak Check Not Using a Meter: Perform leak check with a manometer or pressure gage in accord with Annex D of NFPA 54, "Suggested Method of Checking for Leakage". END OF SECTION FUEL PIPING 231100-5 MG2 Corporation 1101 Second Ave, Ste 100 Seattle, WA 98101 11/21/2017 Rachelle Ripley, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 (206) 431-3670 RE: Target - T0627 Southcenter, WA 301 Strander Blvd Tukwila, WA 98188 Permit Number: PG17-0111 Subject: Plan Check Correction Sheet Response #1 Dear Rachelle Ripley, Below is a summary of revisions done for Target T0627 Southcenter, WA. All revisions are owner changes are noted with a revision clouds and deltas. OWNER CORRECTIONS: • P111 o Removed references to work at the existing Food Service area. • P301 o Plan 2, added F13 eyewash at existing mop sink. o Plan 5, removed existing water heater under Pharmacy Restroom 127 lavatory. o Plan 6, added new WH -11 under Pharmacy Restroom 127 lavatory. Keynotes, added notes 11, 12 and 13. 0 • P311 0 0 0 0 0 0 0 • P411 0 0 0 0 • P501 0 • P601 Removed existing FOOD SERVICE DEMOLITION PLANS 1 and 3. Removed existing STARBUCKS PLUMBING PLANS 2, 4 and 7. Renamed plan 5 to plan 1. Changed keynote callout. Renamed plan 6 to plan 2. Changed keynote callouts. Plan 2, added F-13 emergency eyewash. Removed Plan 8. Now shown on mechanical plans. Removed/clarified key notes. Plan 1, removed an additional accumulator from a coffin case. Plan 2, revised vacuum connections to several refrigerated cases. Plan 3, added tag to existing vacuum plant. Keynotes, revised note 14. 206 962 6500 MG2.com RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER Removed Pipe Bracing Details 3 and 6 for wood beams. Renumbered details. REVISION NO, 0111 J. 4i o Replaced Equipment Responsibility Matrix. o Plumbing Fixture Schedule, renamed fixtures to'F-4HS to F-4HS-3 Tri basin. o Plumbing Fixture Schedule, changed F8 and F8H Electric Water Cooler to be owner furnished. o Plumbing Fixture Schedule, Added F-13 emergency eyewash. o Removed FOOD SERVICE EQUIPMENT SCHEDULE, FLOOR DRAIN SCHEDULE, GREASE INTERCEPTOR SCHEDULE and STARBUCKS COFFEE EQUIPMENT SCHEDULE. o Added Vacuum Pump Schedule. o CP -2 changed for new service. o Renamed Pharmacy water heater WH -12 to WH -11. o Removed details 3, 4, 5, 6, 7, 8 and 9. • Specifications o Section 221000 PLUMBING PIPING SYSTEMS AND EQUIPMENT: Added Instantaneous water heater. Removed systems that no longer apply to the project. o Section 224000 PLUMBING FIXTURES: • Urinal, Removed F-2HS • Water closet, Revised fixtures to F-4HS-1 Uni basin, F-4HS-2 Dual basin and F-4HS-3 Tri basin • F7 changed to Owner Furnished. • Added F13 Emergency Eyewash. o Section 231100 FUEL PIPING: New Section added. Should you require any additional information regarding this matter, please contact me at (206) 962-6865. Thank you. Sincerely, Elle Reinh`a+'d Project Manager o 211zo Page 2 of 2 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0111 PROJECT NAME: TARGET SITE ADDRESS: 301 STRANDER BLVD Original Plan Submittal Response to Correction Letter # DATE: 10/22/17 X Revision # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: uilding Divisioh Dicit0 h\ 61 J2 �1 Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 10/28/17 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWERc INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/26/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERcS INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 E IIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0111 PROJECT NAME: TARGET SITE ADDRESS: 301 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # DATE: ' 09/20/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: IrauA'vv G '1 Building Divisio btA Af cJ7 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 09/20/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required • DUE DATE: ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 10/19/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/.18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \\2t ` 2x3V1 Plan Check/Permit Number: rGri -U ❑ Response to Incomplete Letter # Response to Correction Letter # 1 -�0f•e- Revision # i. tet'Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: — 1---00O2.1 6oMCNC k WA - Project Address: `LO` SVAN.17C—_- $LUQ rtVk UJ1l Ute- 981 Contact Person: Phone Number: (2.C6) SF,l--G80- Summary of Revision: STS Pu c 1 CK CmezamS (2 e`i-omS'e. 41 RECEIVED CITY OF TU-KWILA NOV 21 2017 i�i*R61�IT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form doe Revised: August 2015 HERMANSON COMPANY LLP Washington State Departrnent of Labor & Industries Page 1 of 3 • }-tome Espanol Contact Search L&I A -Z index help Safety & Health Claims & Insurance Workplace Rights HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER. FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08/05/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA 98032-2945 206-575-9700 KING County Business type • Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ............................................ _........................ Meets current requirements. License specialties GENERAL License no. HERMACLOO5BJ Effective — expiration 01/11/2000— 08/25/2018 Bond ............... WESTERN SURETY CO Bond account no. 929381801 $12,000.00 Received by L&I Effective date 12/01/2005 01/01/2006 Expiration date Until Canceled My L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005B!J&SAW= 01/04/2018 ABOVE FLOOR PLUMBING PLAN SCALE: 1/16" =1-0" 2� MEZZANINE PLUMBING PLAN P111 SCALE: 1/16" =1'-0" REVISIONS No changes shall he. made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions wiil require a new plan subm'naf and may include additional plan review fees ;SEPARATE PEs AUT REQUIi D FOR Mechanical Li Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUNG DIVISION FILE COPY Permit No. VISI' OH Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY:�I Date: 1140 City of Tukwila BUILDING DIVISION REVISION NO. I___ REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 Q 2G17 nn City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER TRUE NORTH 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSHING TERRELL ARCHITECTS ENGINEERS www.ctagroup.coni Date No. Description 8/29/2017 PERMIT SET 10/16/2017 1 DCN 1014990 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL Project Number T-0627 P roto: P188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA ABOVE FLOOR PLUMBING PLAN P111 11/17/2017 2:16:46 PM n STOCKROOM ABOVE FLOOR DEMOLITION PLUMBING PLAN SCALE: 1/4" = 0" 2' 4' 8' 2\ STOCKROOM ABOVE FLOOR PLUMBING PLAN P311 / SCALE: 1/4" =1'-0" 2' 4' 8' DEMOLITION GENERAL NOTES: A. ALL EXISTING PIPING INDICATED ON PLAN WAS TAKEN FROM EXISTING MECHANICAL PLANS AND/OR FIELD OBSERVATION AND SHALL NOT BE CONSIDERED 100 PERCENT ACCURATE. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE OSR OF ANY POTENTIAL CONFLICTS. B. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS, SPECIFICATIONS & EXISTING CONDITIONS FOR BIDDING PURPOSES. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. C. PIPING ABANDONED IN PLACE SHALL BE CAPPED, PLUGGED AND CONCEALED. PLUGGING AND CAPPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENING AND REUSE LATER. D. PATCHING OF PENETRATIONS WHERE PIPING IS REMOVED SHALL BE BY GENERAL CONTRACTOR. E. CONCRETE CUTS (BY GENERAL CONTRACTOR) SHALL BE STRAIGHT AND CLEAN. REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT SURFACE. F. FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT, FIXTURES AND PIPING NECESSARY TO COMPLETE SCOPE OF WORK. G. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A MINIMUM. COORDINATE DISRUPTIONS WITH TARGET OSR AND STORE MANAGER. H. // J. HEX)SW INDICATED TO BE REMOVED - ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY CONTRACTOR UNLESS NOTED AS RELOCATED/RETAINED IN DEMOLITION PLANS AND/OR KEYNOTES. PROVIDE OSR & TARGET FACILITIES MANAGEMENT FIRST RIGHT OF REFUSAL ON REMOVED OR DEMO'ED EQUIPMENT. �-� HALF TONE INDICATES EXISTING CONDITIONS. coo TYP. TEXT OF EXISTING CONDITIONS - CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. K. SUBMIT (2) COPIES OF REDLINED AS -BUILT UPDATES. ONE COPY SHALL BE RETAINED AT THE STORE. RETURN A SECOND COPY TO THE OSR TO BE FORWARDED TO THE MECHANICAL ENGINEER. L. CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION WITH ARCHITECTURAL DEMOLITION PLANS. GENERAL NOTES: A. PITCH UNDERFLOOR SANITARY WASTE AND STORM PIPING 4" AND GREATER AT 1/8" PER FOOT, UNLESS NOTED OTHERWISE. PITCH ALL OTHER WASTE PIPING AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. B. FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES. C. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM. D. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND ELEVATIONS OF PLUMBING FIXTURES AND TOP OF FLOOR DRAIN ELEVATIONS. E. BELOW GRADE PLUMBING HAS BEEN COORDINATED WITH STRUCTURAL FOOTINGS TO PREVENT UNDERMINING OF THE FOOTINGS. ANY CHANGES TO UNDERFLOOR PIPE LOCATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. F. REFER TO STORE EQUIPMENT SCHEDULES ON SHEET P601 FOR INDIVIDUAL BRANCH PIPE SIZES TO FIXTURES AND ROUGH -IN REQUIREMENTS. G. REFER TO SHEET P601 FOR PLUMBING SCHEDULES. H. SEE SHEET PM01 FOR TYPICAL PIPE HANGER DETAILS. J. SLOPE STORM DRAIN PIPING AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. INSTALL HORIZONTAL AT STORM DRAIN PIPING AS HIGH AS POSSIBLE. K. PITCH VENT PIPING AT 1/8" PER FOOT TO DRAIN BACK TO WASTE PIPE. L. DIMENSIONS INDICATED ARE TO BE VERIFIED WITH OWNER'S REPRESENTATIVE & ADJUSTED AS REQUIRED BY EQUIPMENT OR FIELD CONDITIONS. M. COORDINATE PIPING INSTALLATION WITH DUCTWORK AND DUCTSOX INSTALLATION ON SHEET M111 IN STOCK AND MARKING AREAS. N. ALL DOMESTIC WATER AND VENT PIPING AT STOCK AND MARKING AREAS SHALL BE ROUTED BETWEEN JOISTS OR THROUGH JOIST WEB. LOCATE BOTTOM OF PIPING IN STOCK AND MARKING AT MINIMUM 16'-0" AFF. 0. FOOD SERVICE AND STARBUCKS EQUIPMENT IS FURNISHED BY OWNER & INSTALLED BY PLUMBING CONTRACTOR. REFER TO ARCHITECTURAL PLANS AND FOOD SERVICE EQUIPMENT PLAN FOR EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION. J —a . — ..41111\ 0 DISCONNECT AND REMOVE EXISTING PLUMBING FIXTURE INCLUDING TRIM, CARRIER AND FASTENERS. 20 CONNECT NEW FIXTURE AND NEW CARRIER TO EXISTING PIPING. MODIFY PIPING AS REQUIRED. F7 EXTEND NEW 1/2" HW AND CW FROM ADJACENT FIXTURE IN WALL FOR EYEWASH. INSTALL EYEWASH PER MANUFACTURER'S INSTALLATION INSTRUCTIONS TO MAINTAIN ADA COMPLIANCE. INSTALL MIXING VALVE AND SET TO 70 DEGREES F. EXTEND INDIRECT DRAIN TO ADJACENT MOP SINK. TERMINATE WITH AIR GAP. RELOCATE SHELVING AS REQUIRED. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 1 2017 Pawl- CENTER TARGET® 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSHING TERRELL ARCHITECTS ENGINEERS www.ctagroup.com Date No. Description 8/29/2017 PERMIT SET 10/16/2017 1 DCN 1014990 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL South Center, WA co M— T W co L O) ELS U) • T 0 Project Number T-0627 P roto: P 188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA P311 11/17/2017 2:17:36 PM (E)2" GENERAL NOTES: A. CONTRACTOR SHALL COORDINATE WITH CASE MANUFACTURER AND SPECIFIC INSTALLATION REQUIREMENT FOR FINAL POINTS OF CONNECTION AND PIPE ROUTING THRU THE CASEWORK. B. PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION OF VACUUM PIPING WITH REFRIGERATION CONTRACTOR PRIOR TO REFRIGERATED CASE INSTALLATIONS. C. ALL CONDENSATE PIPE BRACING AND INSTALLATION REQUIREMENTS MUST COMPLY WITH DETAILS ON SHEET P431. D. ALL PIPING, INSTALLATION AND INSTALLATION MATERIALS BY PLUMBING CONTRACTOR. CONDENSATE VACUUM PIPING SHALL BE SCHEDULE 40 PVC PRESSURE PIPE WITH DWV FITTINGS AT CHANGE OF DIRECTION FROM VERTICAL TO HORIZONTAL. E. REMOVE DEBRIS FROM INSIDE REFRIGERATED CASES. FLUSH OUT ALL PIPING AND DRAINAGE SYSTEMS PRIOR TO CONNECTION TO EQUIPMENT. F. ALL HORIZONTAL CONDENSATE PIPING IN STOCK ROOM SHALL BE INSTALLED A MINIMUM OF 16'-0" A.F.F. COORDINATE PLUMBING FIXTURE LOCATION AND MOUNTING HEIGHTS WITH ARCHITECTURAL DOCUMENTS. COORDINATE THE ROUTING OF WATER AND VENT PIPING WITH STRUCTURE, CEILING ELEVATION, SPRINKLER PIPING, DUCTWORK, ELECTRIC PANEL BOARDS AND ALL OTHER TRADES. I. EXPOSED WATER AND VENT PIPING SHALL BE RUN ABOVE THE BOTTOM CHORD OF BAR JOIST AND JOIST GIRDER. d ` ar-ivna ZZ04DA £NOAgd ilLOODA gND 9d j. YE1154' RLN 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 RLN YE1153 FRS CUSHING TERRELL KEYNOTES: ARCHITECTS ENGINEERS i..4.0.0:,.., .31 .0 I4 1A 17N -R4 YE1154 RLN5 EXISTING PIPE ACCUMULATOR TO BE REUSED WITH NEW CASE. SEE DETAILS ON SHEET P431. ❑2 EXISTING VACUUM PIPING SHOWN LIGHT IS TO REMAIN. MODIFY PIPING TO ACCOMMODATE CHANGES IN REFRIGERATION CASES. ❑3 REMOVE EXISTING CASE CONDENSATE DRAIN TO THE ACCUMULATOR. PROVIDE NEW ACCUMULATOR FOR NEW REFRIGERATED CASE. SEE DETAILS ON SHEET P431. ❑5 1 112" CONDENSATE VACUUM PIPING DOWN IN CHASE OR FALSE COLUMN. © ANCHOR LOWER MAIN TO WALL. SECONDARY LIFT TO BE LOCATED IN CHASE. INSTALLER TO COORDINATE LOCATION WITH GENERAL CONTRACTOR. 111 PROVIDE SLOPE MAKE UP TRANSITIONS AS REQUIRED. CONNECT NEW VACUUM PIPING TO EXISTING ABOVE FLOOR. FIELD VERIFY SIZE AND LOCATION. ❑9 CONNECT LIFT BRANCH TO MAIN ON TOP OF THE PIPE, SEE DETAIL 2/P431. RLN4 YE1153 `:. F Fit 1 1/2" CONDENSATE VACUUM PIPING DOWN IN FRAMED WALL. ANCHOR LOWER MAIN TO WALL. RELOCATED ACCUMULATOR. 1 1/2" VACUUM PIPE DOWN IN FALSE COLUMN TO BELOW FLOOR. www.ctagroup.com HORIZSNTAL CONT OL PIPING A D CONTROL ALVES SHALL BE LOCAT D LOW ENOUGH ON THE CASE TO BE HIDDEN FROM SIGHT BY THE DRY SHELVING BACKER OAR RLN4 YE1153' Fes.... CUT AND CAP VACUUM LINE. REMOVE AND RELOCATE PIPE MAIN DOWN TO GRID C. n CUT VACUUM LINE AND REMOVE. SAVE FOR RECONNECTION. REMOVE AND RELOCATE VACUUM DROP FOR NEW CASE LAYOUT. n REMOVE AND REPLACE EXISTING 2 HP VACUUM PLANT WITH A 3 HP VACUUM PLANT. ' I RECONNECT TO EXISTING MAKE-UP WATER LINE AND DRAIN LINE. 8/29/2017 10/16/2017 11/14/2017 11/21/2017 Description PERMIT SET DCN 1014990 BID SET PERMIT RESUBMITTAL ZOE [dA COE [DA Z VIA1g0 EOE 13A Z 4-M0 COE[d ZG-1✓�5 05M-12 YE1303 05M-8 YE1302 05M-12 YE1303 C91. [DA' tiN1Z4 tax 1 1/2" £oE [DA Z1 -MO 05M-12 YE1303 COC [DA Z [-IN S° COE!,�A Z[ -E 0 6 £__IM tVF6001 I 'F6001 30" 305 WF6001 30` 05M-12 YE1303 1 1/2" C'6L£_aM WF6001 . WF6001 30" 30" s 8e LCJIM F6001 F600-1 30" 30" �Occ X009-14 1.00MAA MARKET CONDENSATE VACUUM PLUMBING DEMOLITION PLAN SCALE: 1/4" =1'-0" .0 .0£ 1.0091f1 009dN'M 05--12 YE1303 .0C .0£ 1 OO9J ME !•009_IM £0£[A 12 ?mg° Project Number Proto: P 188 T-0627 Version: N/A Config: N/A 2 MARKET ABOVE FLOOR CONDENSATE VACUUM PLUMBING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2017 Drawn By TJK/JRD Checked By City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 21 2017 MARKET CONDENSATE VACUUM PLUMBING PLANS MARKET CONDENSATE VACUUM PLANT PLAN TRUE NORTH 11/17/2017 2:18:42 PM OBSTRUCTION 4 REFRIGERATED CASE MAIN DRAIN LINE REFRIGERATED CASE 1 1/2" PIPE DOWN TO PIPE ACCUMULATOR. (TYPICAL) REFRIGERATED CASE EXTRACTION VALVE (TYPICAL) REFRIGERATED CASE TOP VIEW OF CASES CHECK VALVE P431 NOT TO SCALE P431 NOT TO SCALE OVERHEAD MAIN TO VACUUM CENTER MUST BE 16 FEET ABOVE FINISHED FLOOR OR GREATER - SEE PIPING PLAN DRAWING FOR PRESSURE RATED PIPE SIZE, BY PLUMBING CONTRACTOR. LOWER MAIN OF TWO STAGE MULTI -CASE LIFT EXTRACTION VALVE CONTROLLER AND PLASTIC BOX ACCUMULATOR - SUPPLIED BY ACORNVAC, INSTALLED BY CONTRACTOR. NOTE: COMPONENTS MUST BE ACCESSIBLE FOR SERVICE. ISLAND CASE (TYPICAL) CASE TRAP (TYPICAL) AIR INTAKE TEE (TYPICAL) BELOW FLOOR VACUUM PIPING TWO STAGE LIFT DETAIL 2" SWING CHECK VALVE - SUPPLIED BY OWNER, INSTALLED BY PLUMBING CONTRACTOR. 2" PRESSURE RATED PIPE 1/4" PER FOOT 7'-0" MAX. 1 1/2" ISOLATION VALVE ABOVE ACT CEILING BY PLUMBING CONTRACTOR. (TYPICAL). CLEANOUT ACT CEILING 1 1/2" PRESSURE RATED PIPE RISER ISOLATION VALVE BY INSTALLING PLUMBING CONTRACTOR. 1/4" PER FOOT 1 1/2" PRESSURE RATED PIPE RISER COLLECTOR POCKET 2" PRESSURE RATED PIPE BY PLUMBING CONTRACTOR P431 NOT TO SCALE NOTES: 1. INSTALL CONTROLLER AND EXTRACTION VALVE IN READILY ACCESSIBLE LOCATION FOR SERVICE. 2. INSTALL MINI CHECK VALVE WITHIN 6" OF VACUUM SOURCE PORT. 3. IF THE TOTAL QUANTITY OF PRIMARY LIFTS EXCEEDS 6, CONTACT FACTORY OR AUTHORIZED REPRESENTATIVE FOR APPROVAL. 12" -18" MAX — 1-1/2" PRIMARY LIFT, TYP.- (1ST STAGE) - SEE NOTE #3. . A FLEXIBLE RUBBER TUBE TO CONTROLLER OWNER FURNISHED, TYP FULL PORT ISOLATION VALVE. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. INSTALL IN ACCESSIBLE LOCATION. MINI CHECK VALVE - OWNER FURNISHED, SEE NOTE # 2. 4 CONNECTION TO LIFT OR BRANCH MAIN SWING CHECK VALVE OWNER FURNISHED. 1-1/2" TYP 1-1/2" SECONDARY LIFT (2ND STAGE) CONNECTION OF LIFT BRANCH TO MAIN NOT TO SCALE 25' MAX v a d. TYPICAL TWO STAGE LIFT DETAIL NOT TO SCALE TOP OF REFRIGERATED CASE 1 1/2" PRESSURE RATED PIPE (TYPICAL) SENSOR PIPE 1 1/2" PIPE ACCUMULATOR PROVIDED BY CONTRACTOR. (TYPICAL). SEE DETAIL 5/P431. CONTROLLER 1/4" PER FOOT PIPE SLOPE CLEANOUT EXTRACTION VALVE of / 7/ / lfiU9" t / J USE DWV COMBY FITTING / FOR CLEANOUT ACCESS 10 TYPICAL TWO STAGE MULTI -CASE END DISCHARGE LIFT NOT TO SCALE 1/4" PER FOOT PIPE SLOPE NOTE: 1. ALL COMPONENTS SHALL BE ACCESSIBLE FOR SERVICING. 2. EXTRACTION VALVES, CONTROLLERS, AND SWING CHECK VALVES SUPPLIED BY OWNERS AND INSTALLED BY CONTRACTOR. 3. REFER TO DETAILS ON SHEET P431 FOR ADDITIONAL INFORMATION. 4. HEIGHT OF TWO AIR INTAKES MUST BE LOWER THAN THE INLET OF ANY DRAINS IT IS CONNECTED TO. 7' -0" MAX. uuI VIEW X -X MAXIMUM PERMISSIBLE ROTATION ANGLE OF WYE, TO FACILITATE CONNECTION TO LIFT AND BRANCH MAINS. FLOW 5SLOPE MAKE UP DETAIL P431 / NOT TO SCALE 1/4" SLOPE MAINS OR BRANCHES 1/4" PER 12" FLOW 12" TYPICAL SLOPE DETAIL NOT TO SCALE 2" SWING CHECK VALVE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. 1 1/2" ISOLATION VALVE ABOVE ACT CEILING SLOPE TO VAC CENTER CLEANOUT REQUIRED MAINTAIN SLOPE 7'-0" MAX. OFFSET ACCUMULATOR onella 12" HORIZONTAL MAX NOTES: 1. FLEXIBLE RUBBER TUBE MUST BE ATTACHED TO EXTRACTION VALVE CLIP. 2. CONTROLLER MUST BE INSTALLED IN AN ACCESSIBLE LOCATION. 3. APPROPRIATE PIPE BRACING MUST BE 12" (305mm) AWAY FROM EXTRACTION VALVE ON BOTH SIDES TO ALLOW COUPLINGS TO SLIDE FREELY. 4. TOP OF EXTRACTION VALVE MUST BE INSTALLED EVEN WITH TOP OF CASE AND CLEARANCE MUST BE PROVIDED TO ALLOW FOR UNOBSTRUCTED MOVEMENT. 5. MINI CHECK VALVE MUST BE 4" ABOVE VACUUM SOURCE PORT WHEN X -VALVE IS MOUNTED HORIZONTALLY AND 12" ABOVE VACUUM SOURCE PORT WHEN MOUNTED IN THE VERTICAL POSITION. 6. THE CONNECTION FROM THE ACCUMULATOR SENSOR PORT TO THE CONTROLLER MUST NOT DIP BELOW TOP OF ACCUMULATOR OR CONTAIN ANY TRAPS. 24" MAX. TOP OF REFRIGERATED CASE MINI CHECK VALVE - SEE NOTE #5. EXTRACTION VALVE - SEE NOTE #3 AND #4 FLEXIBLE RUBBER COUPLINGS PIPE BRACING - SEE NOTE #3 WHEN ACCUMULATOR IS CONCEALED AND NOT SERVICEABLE, EXTEND SENSOR PORT AND FURTHEST AIR INTAKE TO TOP OF CASES AND USE A WASTE FITTING AT THE BOTTOM OF AIR INTAKE FOR CLEANOUT ACCESS. EXTEND AIR INTAKE TO MATCH ELEVATION OF CASE DRAIN OUTLET USE DWV COMBY FITTING FOR CLEANOUT ACCESS CONDENSATE 10 SEE NOTE #1. SENSOR PIPE 1/4" I.D. FLEXIBLE RUBBER TUBE CONTROLLER - OWNER FURNISHED SEE NOTE #2 1/4" I.D. FLEXIBLE RUBBER TUBE TO CONTROLLER - OWNER FURNISHED, SEE NOTE #6 1 1/2" LIFT BRACING (TYPICAL) 10 01 FLOW 12" FLOW OBSTRUCTI ONS TYPICAL PIPE ACCUMULATOR CONNECTION NOT TO SCALE 36" MAX. OFFSETS IN EXCESS OF 12" MUST RUN HORIZONTALLY WITH SLOPE INTO COLLECTION POCKET BEFORE RESUMING LIFT. OFFSET NO DOUBLE OFFSET ACCUMULATOR ROUTING AROUND HORIZONTAL AND VERTICAL OBSTRUCTIONS NOT TO SCALE 7' -0" MAX. ACT CEILING 1 1/2" PRESSURE RATED PIPE RISER. RATED PIPE RISER BY PLUMBING CONTRACTOR 1 OVERHEAD MAIN TO VACUUM CENTER MUST BE 16 FEET ABOVE FINISHED FLOOR OR GREATER. SEE PIPING PLAN FOR PRESSURE RATED PIPE SIZE, BY PLUMBING CONTRACTOR. 2" PRESSURE RATED PIPE, PLUMBING CONTRACTOR (TYPICAL) 1/4" PER FOOT PIPE SLOPE CLEANOUT REFRIGERATED CASE (TYPICAL) 1 1/2" PIPE 12" ALL PIPING MUST BE SUPPORTED, BRACED AND SECURED TO RESIST THRUSTING FORCES AND MINIMIZED MOVEMENT. ALL PIPING MUST BE BRACED PER ACORNVAC SPECS OR PER LOCAL CODE REQUIREMENTS WHICHEVER IS MORE RESTRICTIVE. ALL BRACING ASSEMBLIES MUST BE ATTACHED TO STRUCTURAL STEEL, RIGID STUDS, OR WOODEN BACKINGS. DRYWALL AND HVAC DUCT WORK ARE NOT ACCEPTABLE ANCHOR POINTS. BRACING OF HORIZONTAL PIPING SHOULD BE IN FOUR FOOT INTERVALS WHEN INSTALLATION IS DONE IN PVC, AND EIGHT FOOT INTERVALS FOR COPPER, OR AS REQUIRED BY LOCAL CODE. SAGGING OF THE PIPING BETWEEN SUPPORTS IS NOT PERMITTED; 1/4" PER FOOT OF SLOPE IS TO BE MAINTAINED AT ALL TIMES. LATERAL OR SEISMIC BRACING SHOULD BE ADDED EVERY 25' ORAS REQUIRED BY LOCAL CODE WHICHEVER IS MORE RESTRICTIVE. WHEN A UNI -STRUT TRAPEZE IS USED, PIPING MUST BE CLAMPED DOWN SECURELY. VERTICAL LIFTS ARE TO BE SECURED IN SIX FOOT INTERVALS. BRACING IS REQUIRED AT THE TOP OF ALL VERTICAL LIFTS TO PREVENT HORIZONTAL AND LATERAL MOVEMENT. AN APPROVED BRACING ASSEMBLY MUST BE INSTALLED WITHIN ONE FOOT OF EVERY DIRECTIONAL CHANGE, ON BOTH SIDES OF THE FITTING. AN APPROVED BRACING ASSEMBLY MUST BE INSTALLED WITHIN ONE FOOT OF EVERY EXTRACTION VALVE, ON BOTH THE INLET AND THE OUTLET SIDE. 48" MAX. TYPICAL BRACING DETAILS NOT TO SCALE BEAM CLAMP WITH ALL THREAD & SPLIT RING HANGER PIPE STAND o 0 ° 'Op O 0 0 > • D o a n Q o. a o Q a •> O e 0, < O c0 e p`q e STRUT & STRUT CLAMPS ANGLE BRACKET WITH ALL THREAD & SPLIT RING HANGER WELDED BRACKET TRAPEZE WITH STRUT & STRUT CLAMPS RECEIVED CITY OF TUKWILA NOV 2 1 2017 PERMIT CENTER INSTALLATION NOTES FOR VACUUM DRAINAGE PIPING: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PRESSURE RATED PVC PIPE AND DWV PATTERN FITTINGS ONLY TO BE USED ON VACUUM SYSTEM. PITCH VACUUM DRAINAGE PIPING AT A MINIMUM 1/4" per foot. VACUUM DRAINAGE RISER MUST ENTER MAINS FROM ABOVE USING A WYE FITTING. THE WYE FITTING MAY BE ROLLED 45- FROM VERTICAL. NO TEE FITTINGS ARE PERMITTED IN THE VACUUM DRAINAGE PIPING. INSIDE PIPING SURFACES AND JOINTS MUST BE SMOOTH, FREE OF BURRS AND OBSTRUCTIONS. LOCATE CLEAN OUTS IN THE VACUUM DRAINAGE PIPING AT THE ENDS OF MAINS AND BRANCHES, AND WHEN THERE ISA 90- CHANGE IN DIRECTION IN THE OVERHEAD BRANCH OR MAIN. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2017 City of Tukwila BUILDING DIVISION A SINGLE OFFSET IS ALLOWED IN VERTICAL RISERS. OFFSET IS NOT PREFERRED AND SHALL ONLY BE USED TO BYPASS STRUCTURAL OBSTRUCTIONS. ISOLATION AND CHECK VALVES SHALL BE FULL PORT VALVES. USE ONE DWV LONG SWEEP 1/4" BEND WHEN THERE ISA 90 DEGREE CHANGE IN DIRECTION. LAYOUT ILLUSTRATES GENERAL PIPING ARRANGEMENT. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND SPECIFIC INSTALLATION REQUIREMENTS FOR FINAL POINTS OF CONNECTION AND PIPE ROUTING. 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSHING TERRELL ARCHITECTS ENGINEERS www.ctagroup.com Date No. Description 8/29/2017 PERMIT SET 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL 0 CO M •16•1 0 s. T m L 0) 0 C —0 1.......4 0 Ok o T__ � o cy) = U) Project Number T-0627 Proto: P 188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA CONDENSATE VACUUM DETAILS P431 11/17/2017 2:18:48 PM FLOOR/PLATFORM MOUNTED COLD WATER SUPPLY HOT WATER SUPPLY WATER HEATER SEE WATER HEATER MOUNTED ON 3" HIGH STEEL RING WATER HEATER BRACING NOT TO SCALE STUD WALL OR BLOCKING SHEET ROCK (2) #12-14 TEK PER STRAP RIGID INSULATION 6" x 12" USE PL300 TO GLUE INSULATION TO WALL (2) 2" x 20 GAUGE STRAPS WATER HEATER NOTE: STRAP WATER HEATER TO WALL WITHIN UPPER ONE-THIRD AND LOWER ONE-THIRD OF UNIT TO RESIST HORIZONTAL DISPLACEMENT. MAINTAIN A MINIMUM 4" CLEARANCE BETWEEN STRAPS AND UNIT CONTROLS. WATER HEATER BRACING NOT TO SCALE 1 NOTE: PROVIDE AT ALL SPRINKLER RISERS, DOMESTIC WATER MAIN RISER, AND STORM DRAINS. 1 FOUR-WAY BRACE 3/8" U -BOLT PIPE RISER 2 1/2" x 2" x 3/16" ANGLE, LONG LEG VERTICAL BRACE, COPE LEG OF ANGLE 3/16" FILLET WELD (TYPICAL) ALL-AROUND 3/8" EXPANSION ANCHOR (TYPICAL) P501 SCALE: NOT TO SCALE ROOF FOUR-WAY BRACE - SEE (PIPE MUST ROTATE WITHIN BRACE) FLEXIBLE COUPLING OR "VICTAULIC" TYPE COUPLING RISER(S) SLEEVE FLOOR FOUR-WAY BRACE ELEVATION SCALE: NOT TO SCALE NOTE: LONGITUDINAL BRACING AT 80'-0" OC MAX., UNLESS NOTED. MAX SPACING FOR 10" AND 12" IS 24' OC. THIS BRACING DETAIL APPLIES ONLY FOR COLD WATER PIPE & GAS PIPE WHERE MOVEMENT OF THE PIPE DUE TO TEMPERATURE DIFFERENTIAL IS NEGLIGIBLE. P3000 UNISTRUT CLIP ENDS TO JOIST JOIST TOP CHORD OR BEAM FLANGE LONGITUDINAL BRACE SEE SCHEDULE ROD HANGER & VERTICAL ANGLE BEAM ATTACHMENT 1/8" FILLET WELD FOR PIPE SIZE SEE SCHEDULE PIPE CLAMP WHEN THERMAL EXPANSION OR CONTRACTION IS INVOLVED, PROVIDE LONGITUDINAL BRACES AT ANCHOR POINTS. THE LONGITUDINAL BRACES AND THE CONNECTIONS MUST BE CAPABLE OF RESISTING THE FORCE INDUCED BY EXPANSION AND CONTRACTION. 3\ LONGITUDINAL PIPE BRACING P501 1 SCALE: NOT TO SCALE DIAGONAL BRACE SEE SCHEDULE COPE LEG OF ANGLE HANGER ROD CLIP oriz aj NOTE: INSTALL TRANSVERSE PIPE BRACING ON ALL INTERIOR PIPING EXCEEDING 30 FEET IN LENGTH. MAX SPACING IS 40 FEET OC. MAX SPACING FOR 10" AND 12" IS 12 FEET OC. TRANSVERSE PIPE BRACING SCALE: NOT TO SCALE P3000 UNISTRUT CLIP ENDS TO JOIST JOIST TOP CHORD OR BEAM FLANGE ADD VERTICAL ANGLE FROM SCHEDULE WHEN ROD GREATER THAN MAXIMUM ALLOWED. PROVIDE AT 10" AND 12" FOR ALL APPLICATIONS. HANGER ROD AND ANGLE SEE SCHEDULE 1/8" GROOVE WELD - 1" LONG/24" OC PIPE SIZE - SEE SCHEDULE PIPE BRACING SCHEDULE PIPE SIZE HANGER TYPE DIAGONAL BRACE & OR VERTICAL ANGLE LONGITUDINAL BRACE TOP CONN OF DIAG & LONG ANGLES ROD SIZE MAXIMUM LENGTH FOR RODS UP TO 2" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 1/2" LAG BOLT 1/2" 25" 2 1/2" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 1/2" 25" 3" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 1/2" 25" 3 1/2" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 1/2" 4" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 5/8" CODE C 5" CLEVIS 2"X2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 5/8" 31",0 V 6" CLEVIS 2 1/2"X2 1/2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 3/4" :. 37" 8" CLEVIS 2 1/2"X2 1/2"X16 GA 2 1/2"X2 1/2"X16 GA 3/4" MACH BOLT 7/8" 43City BUIL D 10" CLEVIS 3"X3"X3/16" 3"X3"X3/16" 3/4" MACH BOLT 7/8" a N/A 12" CLEVIS 3"X3"X3/16" 3"X3"X3/16" 3/4" MACH BOLT 7/8" N/A NOTES: 1. SCHEDULE APPLIES TO WATER (& SPRINKLER) PIPES 2" AND LARGER 2. SCHEDULE APPLIES TO FUEL (GAS) PIPES 1" AND LARGER 3. SCHEDULE APPLIES TO RWC PIPES 10" AND LARGER 5\ PIPE BRACING SCHEDULE P501 SCALE: NOT TO SCALE D FOR �MPLIANCE ROVED 3 0 2017 of Tukwila SIG DIVISION 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSHING TERRELL ARCHITECTS ENGINEERS www.ctagroup.com Date No. Description 8/29/2017 PERMIT SET 10/16/2017 1 DCN 1014990 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL South Center, WA Project Number T-0627 P roto: P 188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA SEISMIC PLUMBING DETAILS P501 11/17/2017 2:18:52 PM n n PLUMBING EQUIPMENT RESPONSIBILITY MATRIX EQUIPMENT SPECIFIED MFR FURNISH BY INSTALL BY ELECTRICAL CONNECTION EQUIPMENT START UP DELIVERY SCHEDULE COORDINATION TESTING & BALANCING OF EQUIPMENT REMARKS WATER HEATER WH -11 A.O.SMITH PLBG CONTR PLBG CONTR ELEC PLBG CONTR PLBG CONTR NOT REQUIRED Yes 40 CIRCULATING PUMP CP -1 BELL & GOSSETT PLBG CONTR PLBG CONTR ELEC PLBG CONTR PLBG CONTR PLBG CONTR M1 Yes PLUMBING FIXTURES F1HS THRU F4HS-3, F8, F8H VARIES OWNER PLBG CONTR ELEC IF POWER REQ'D PLBG CONTR PLBG CONTR PLBG CONTR Yes 0 PLUMBING FIXTURES F6, F13 VARIES PLBG CONTR PLBG CONTR ELEC IF POWER REQ'D PLBG CONTR PLBG CONTR PLBG CONTR M1 Yes PLUMBING FIXTURES F7 VARIES OWNER PLBG CONTR — PLBG CONTR PLBG CONTR PLBG CONTR OWNER FURNISHES SINK AND FAUCET, PLBG CONTRACTOR PROVIDES TRIM AND AERATOR. PLUMBING FIXTURE SCHEDULE FIXT NO. TYPE WASTE VENT CW HW FURNISHED BY REMARKS CONTR OWNER F-1HS WATER CLOSET 4" 2" 1 1/4" — No Yes 40 WALL HUNG. REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHT. FLOW RATE: 1.28 GPF. SENSOR OPERATED F -1S WATER CLOSET 4" 2" 1 1/4" — No M1 Yes WALL HUNG. REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHT. FLOW RATE: 1.28 GPF. SENSOR OPERATED F -2S URINAL 2" 1 1/2" 1" — No Yes 0 WALL HUNG. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. FLOW RATE: 0.125 GPF. SENSOR OPERATED F-4HS-1 LAVATORY UNIT - UNI BASIN 1 1/2" 1 1/2" 3/4" 3/4" No M1 Yes WALL HUNG. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. PROVIDE 0.5 GPM AERATOR AND CHROME PLATED P -TRAP AND ANGLED SUPPLIES WITH LOOSE KEY STOPS. FLOW RATE: 0.5 GPM. SENSOR OPERATED F-4HS-2 LAVATORY UNIT - DUAL BASIN 1 1/2" 1 1/2" 3/4" 3/4" No Yes M1 WALL HUNG. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. PROVIDE 0.5 GPM AERATOR AND CHROME PLATED P -TRAP AND ANGLED SUPPLIES WITH LOOSE KEY STOPS. FLOW RATE: 0.5 GPM. SENSOR OPERATED F-4HS-3 LAVATORY UNIT - TRI BASIN 1 1/2" 1 1/2" 3/4" 3/4" No Yes M1 WALL HUNG. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. PROVIDE 0.5 GPM AERATOR AND CHROME PLATED P -TRAP AND ANGLED SUPPLIES WITH LOOSE KEY STOPS. FLOW RATE: 0.5 GPM. SENSOR OPERATED F-7 LOUNGE SINK 1 1/2" 1 1/2" 1/2" 1/2" No Y- OWNER PROVIDED FIXTURE AND FAUCET. CONTRACTOR TO PROVIDE TRIM, 0.5 GPM AERATOR, ADA COMPLIANT INSULATION ON WATER SUPPLIES, STOPS AND P -TRAP. SEE SPECIFICATIONS. F-8 ELEC WATER COOLER 1 1/2" 1 1/2" 1/2" — No Yes ®1 ALL HUNG. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. - • a . - , No ®1 Yes . ' LL • G. " ' TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. F-13 PLUMBED EYEWASH 1 1/2" — 1/2" 1/2" Yes No WASTE IS INDIRECT WATER HEATER SCHEDULE TA NO. EA SERVED LOCATION MANUFACTURER MODEL TEMP RISE (F) GAUHR RECOVERY STORAGE (GAL) ELECTRICAL DATA REMARKS VOLTAGE PHASE HZ INPUT NUMBER OF HEATING COILS ELECTRIC HEAT COIL (W EACH) TOTAL kW WH 11 HARMACY RESTROOM 27 CHRONOMITE SR -20U277 0 0 3/4" 277 1 60 1 4600 4.6 CIRCULATING PUMP SCHEDULE PUMP NO. ESCRIPTION LOCATION MANUFACTURER MODEL FLOW (GPM) TOTAL HEAD (FT) RPM CONNECTION SIZE (IN) ELECTRIC FLA REMARKS IN OUT VOLTAGE PH CP 1 CIRCULATING PUMP JANITOR 119 BELL & GOSSETT NBF-22 1.0 8 2800 3/4" 3/4" 115 1 0.80 BRONZE CONSTRUCTION WITH AQUASTAT AND TIMER n VACUUM PUMP SCHEDULE - EXISTING TAG NO. DESCRIPTION LOCATION MANUFACTURER MODEL # OF LIFTS KITS ELECTRICAL FLA REMARKS VOLTAGE PHASE CV 1 CONDENSATE VACUUM SKID COND VAC ROOM ACORNVAC AV -30S -2.2-L R -SE -MOD 40 208 3 15.4 EXISTING TO REMAIN, REPLACE TWO END CAPS, 24 ACCUMULATORS REMAIN,RELOCATE 9 ACCUMULATORS, ADD 7 ACCUMULATORS THERMOMETER SHUTOFF VALVE (TYP) HOT WATER OUTLET OPENING FOR ELECTRICAL CONDUIT MAINTAIN MINIMUM 36" CLEARANCE IN FRONT OF ELECTRICAL COVER FOR ACCESS FLOOR OR PLATFORM MOUNTED ELECTRIC WATER HEATER SCALE: NOT TO SCALE DIELECTRIC UNION FOR DISSIMILAR METALS (TYP) COLD WATER INLET WATER HEATER 125 PSI TEMPERATURE & PRESSURE RELIEF VALVE 3/4" DRAIN LINE TO DRAIN WATER HEATER MOUNTED ON 3" HIGH STEEL RING KEYNOTES: MOUNT CIRCULATING PUMP, AQUASTAT, AND SHUTOFF VALVES BELOW CEILING IN ACCESSIBLE LOCATION. © TIMER. 0 WIRING FROM PUMP TO TIMER. ❑D HOT WATER CIRCULATING PUMP. ❑E CHECK VALVE. TYPICAL. ❑F SEE 1/P601 FOR WATER HEATER DETAIL. EXPANSION TANK. HOT WATER CIRCULATING PUMP PIPING SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 21 2017 PERMIT CENTER 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSHING TERRELL ARCHITECTS ENGINEERS www.ctagroup.com Date No. Description 8/29/2017 PERMIT SET 10/16/2017 1 DCN 1014990 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL 10-6 W 4E-1 < w c� .(t5 M�y� 0 un) Project Number T-0627 Proto:P188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA PLUMBING SCHEDULES AND DETAILS P601 11/17/2017 2:18:58 PM PIPE HANGER SCHEDULE WATER, WASTE, GAS, RWC, AND FIRE PROTECTION PIPING PIPE SIZE HANGER SPACING Sch 40 Sch 10 THREADED LIGHT WALL GROOVED LIGHT WALL TYPE L COPPER PVC/ ABS 1" 8'-0" OR LESS* H-1 H-1 H-1 H-1 H-1 H-1 WWI1111 12'-0" H-1 H-1 H-1 H-1 N/A N/A 1 1/2" 10'-0" OR LESS* H-1 H-1 H-1 H-1 H-1 H-1 FITTING ROOM HVAC PLANS 12'-0" H-1 H-1 H-1 H-1 N/A N/A 15'-0" H-1 H-1 N/A H-1 N/A N/A 2" 10'-0" OR LESS* H-1 H-1 H-1 H-1 H-1 H-1 EXHAUST DUCT TURNING UP OR DOWN 12'-0" H-1 H-1 H-1 H-1 N/A N/A /- TURNING DOWN 15'-0" H-1 H-1 N/A H-1 N/A N/A 2 1/2" 9'-0" OR LESS* H-1 H-1 H-1 H-1 H-1 H-1 V 12'-0" H-2 H-1 H-1 H-1 N/A N/A 2 15'-0" H-2 H-1 N/A H-1 N/A N/A 3" 10'-0" OR LESS* N/A H-1 H-1 H-1 H-1 H-1 SYMBOL 12-0" N/A H-1 H-2 H-1 N/A N/A NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. 15'-0" N/A H-2 N/A H-2 N/A N/A 4" 4'-0" N/A H-1 N/A H-1 H-1 H-1 8'-0" N/A H-1 N/A H-1 H-1 N/A 10'-0" N/A H-2 N/A H-2 H-2 N/A 12-0" N/A H-2 N/A H-2 H-2 N/A BALANCING DAMPER 15'-0" N/A H-2 N/A H-2 N/A N/A 6" 4'-0" N/A H-1 N/A H-1 N/A H-1 8'-0" N/A H-2 N/A H-2 H-1 N/A 10'-0" N/A H-3 N/A H-3 H-1 N/A --- 12-0" N/A H-3 N/A H-3 H-2 N/A 15'-0" N/A H-3 N/A H-3 N/A N/A 8" 4'-0" N/A H-2 N/A N/A H-1 H-2 8'-0" N/A H-3 N/A N/A H-1 N/A 10'-0" N/A H-3 N/A N/A H-2 N/A © 12-0" N/A H-3 N/A N/A N/A N/A 15'-0" N/A H-3 N/A N/A N/A N/A 10" 4'-0" N/A H-3 N/A N/A N/A H-2 12"+ 4'-0" N/A H-3 N/A N/A N/A H-3 * REFER TO SPECIFICATION FOR MAXIMUM ALLOWABLE HANGER SPACING FOR TYPE L COPPER AND PVC/ABS PIPING. N/A = NOT ALLOWED OR NOT APPLICABLE GENERAL NOTES: A. B. C. D. THIS PIPE HANGER SCHEDULE SHOWS MAXIMUM ALLOWABLE HANGER SPACING BASED ON PIPE WEIGHT AND STRUCTURAL CONSTRAINTS. REFER TO SPECIFICATION SECTION "BASIC MECHANICAL MATERIALS AND METHODS" FOR ADDITIONAL PIPE HANGER REQUIREMENTS INCLUDING REQUIRED HANGER ROD DIAMETER AND MAXIMUM HANGER SPACING BASED ON PIPE MATERIAL AND PIPE DIAMETER. SUPPORT ALL PIPING WITHIN 6" OF BAR JOIST TOP CHORD PANEL POINT. LOCATE TOP OF PIPE AT 6" MINIMUM BELOW ROOF DECK. FIRE PROTECTION SPRINKLER PIPING SUPPORT SHALL COMPLY WITH REQUIREMENTS OF NFPA AND LOCAL CODE AUTHORITIES. DO NOT DEVIATE FROM PIPE HANGER DETAILS AS SHOWN. DEVIATION FROM HANGER DETAILS MAY VOID JOIST MANUFACTURER'S WARRANTY. E. SEE STRUCTURAL SHEETS FOR ADDITIONAL DETAILS AND INFORMATION. F. SEE SEISMIC DETAILS ON SHEET P501. 3/8" HEX NUT WITH JUMBO WASHER BAR JOIST BAR JOIST TYPE "H-3" HANGERS ROOF DECK 3/8" STRUT NUT WITH 3/8" HEX NUT AND JUMBO WASHER SINGLE STRUT CHANNEL OR PIPE L (SIZE PER NFPA) THREADED ROD HANGER WITH SWIVEL • RING J THREADED ROD HANGER WITH SWIVEL RING JOIST J BAR JOIST TYPE "H-1" HANGERS ROOF DECK BEAM CLAMP TO TOP CHORD OF JOIST WITHIN 6" OF PANEL POINT THREADED ROD BAR JOIST / BEAM SWIVEL RING TYPE "H-2" HANGERS -2 ROOF DECK BEAM ---"r". SINGLE STRUT CHANNEL ROOF DECK BEAM CLAMP TO TOP CHORD OF JOIST WITHIN 6" OF PANEL POINT THREADED ROD BAR JOIST / BEAM SWIVEL RING BEAM STRUT CHANNELBEAM CLAMP (TYP) ROOF DECK BEAM —� OR PIPE (SIZE IN ACCORD WITH NFPA FOR FIRE PROT, SIZE FOR PIPE LOAD FOR RWC 3/8" STRUT NUT WITH 3/8" HEX NUT AND JUMBO WASHER BEAM THREADED ROD HANGER WITH SWIVEL RING BEAM STRUT CHANNELBEAM CLAMP (TYP) PIPE HANGER DETAILS NOT TO SCALE JOIST THRU BOLT BETWEEN JOIST BOTTOM CHORD ANGLES. SECURE TIGHT WITH DOUBLE NUT. DIAGONAL ANGLE — TYP OF.2 BOLT THROUGH ANGLE AND PIPE CLAMP PIPE INSULATION PIPE ELEVATION MAY VARY DOMESTIC WATER PIPE. SEE PLANS FOR SIZE. PIPE CLAMP WITH NEOPRENE GASKET SECURED TIGHT TO PIPE. RUN PIPE INSULATION OVER PIPE CLAMP. DOMESTIC WATER PIPE THRU BOLT SECTION VIEW JOIST BOTTOM CHORD ANGLES DIAGONAL ANGLE SECTION CUT A -A THROUGH JOIST BETWEEN JOIST BOTTOM CHORD ANGLES. TYP. DIAGONAL ANGLE TYP OF 2 30 DEGREE MIN 60 DEGREE MAX PIPE CLAMP — SECURED TIGHT TO PIPE. JOIST BOTTOM CHORD ANGLES TYP JOIST PARALLEL TO JOISTS PLAN VIEW PERPENDICULAR TO JOISTS NOTES: • THIS BRACING DETAIL APPLIES ONLY FOR DOMESTIC WATER PIPE TO REDUCE PIPE MOVEMENT DURING WATER USAGE. • THIS BRACING DOES NOT REPLACE PIPE HANGERS. • INSTALL DOMESTIC WATER PIPE ANCHORS WHERE SHOWN ON DRAWINGS. BEAM CLAMP DIAGONAL ANGLE TYP OF 2 BOLT THROUGH ANGLE AND PIPE CLAMP PIPE INSULATION PIPE ELEVATION MAY VARY DOMESTIC WATER PIPE. SEE PLANS FOR SIZE. PIPE CLAMP WITH NEOPRENE GASKET SECURED TIGHT TO PIPE. RUN PIPE INSULATION OVER PIPE CLAMP. DOMESTIC WATER PIPE BEAM CLAMP TO BOTTOM OF EXISTING BEAM. SCRAPE AND REPAIR FIRE PROOFING AT BEAM CLAMP. DIAGONAL ANGLE TYP OF 2 30 DEGREE MIN 60 DEGREE MAX PIPE CLAMP — SECURED TIGHT TO PIPE. BOTTOM FLANGE OF BEAM BEAM BEAM CLAMP ANGLE TO EXISTING BEAM. SCRAPE AND REPAIR FIRE PROOFING AT CONNECTION. SECTION VIEW SECTION CUT A -A THROUGH BEAM PARALLEL TO BEAMS PERPENDICULAR TO BEAMS PLAN VIEW NOTES: • THIS BRACING DETAIL APPLIES ONLY FOR DOMESTIC WATER PIPE TO REDUCE PIPE MOVEMENT DURING WATER USAGE. • THIS BRACING DOES NOT REPLACE PIPE HANGERS. • INSTALL DOMESTIC WATER PIPE ANCHORS WHERE SHOWN ON DRAWINGS. 2 DOMESTIC WATER PIPE ANCHOR DETAIL - JOIST AND BEAM CONSTRUCTION PM01 / NOT TO SCALE HVAC SYMBOLS ITEM INDICATED DOUBLE LINE DRAWING REPRESENTATION DUCT (1st FIGURE -SIDE SHOWN 2nd FIGURE -SIDE NOT SHOWN) LAVATORY (MULTI -STATION NOT SHOWN) WATER CLOSET SINK SINK ELECTRIC WATER COOLER DRAIN FLOOR DRAIN FLOOR SINK ROOF DRAIN CLEAN OUT FUNNEL DRAIN VENT THROUGH ROOF WALL HYDRANT/INSIDE HOSE BIBB GAS SHUTOFF VALVE PRESSURE REGULATOR INVERT ELEVATION TAG BOTTOM OF DUCT ELEVATION TAG TOP CONNECTION BOTTOM CONNECTION DROP IN DIRECTION OF FLOW RISE IN DIRECTION OF FLOW SHUTOFF VALVE WAFER CHECK VALVE STRAINER UNION SWING CHECK VALVE FILTERED COLD WATER COLD WATER HOT WATER RECIRCULATING HOT WATER LIQUEFIED PETROLEUM VENT STORM DRAIN CONDENSATE DRAIN NATURAL GAS GREASE WASTE COMBINATION WASTE & VENT SANITARY WASTE CONDENSATE VACUUM REVERSE OSMOSIS FILTERED COLD WATER SITE IRRIGATION PIPE ANCHOR PIPE BREAK CONNECT TO EXISTING OR SYSTEMS PROVIDED BY NIC. OWNER FURNISHED EQUIPMENT SYMBOL REFER TO SHEET A601 FOR EQUIPMENT INFORMATION PLUMBING DRAIN TAG ABOVE FLOOR PLUMBING PLAN P301 24x20 `� ID IC owURINAL MARKET CONDENSATE VACUUM PLUMBING PLANS DUCT SECTION (SUPPLY) CONDENSATE VACUUM DETAILS P501 SEISMIC PLUMBING DETAILS P601 WWI1111 24x12 0,,, 24"0 DUCT SECTION (RETURN) HVAC PLAN M141 ROOF HVAC PLAN M301 RESTROOM & GUEST SERVICE HVAC PLANS M311 -- 24x12 24"0 DHU HVAC PLANS M331 RTU PLAN SUPPLY DUCT TURNING UP OR DOWN FITTING ROOM HVAC PLANS IL 1 TURNING UP * K 24"0 y- TURNIN G DOWN RETURN DUCT TURNING UP OR DOWN ip TURNING UP 24"0 ,X- TURNING DOWN INV. EL. XX' -X" EXHAUST DUCT TURNING UP OR DOWN BOD TURNING UP XX' -X" 24"0 /- TURNING DOWN U EXHAUST DUCT TURNING UP OR DOWN D 0 N TURNING UP 24"0 \ V //7- TURNING HWR LP V SD INCLINED RISE (R) OR DROP (D) REFER TO PLANS FOR BOD HEIGHTS G —GW — — —CWV — —SW— — VAC RO IRR 2 O ) +\ MECHANICAL SYMBOLS SYMBOL DESCRIPTION ,L ECCENTRIC DUCT FITTING A. aBALANCING A`` ,A /C\ ) FIRE PROTECTION SYMBOLS SYMBOL DESCRIPTION F �,, 20x12 0 24x12 NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. CONCENTRIC DUCT FITTING �--.. 20x12 24x12 BRANCH DUCT TAKE -24x12 OFF USING RECTANGULAR DUCTWORK MAIN BALANCING DAMPER N 8 0 12x10 POWER ROOF VENTILATOR --- I DIFFUSER DESCRIPTION C: REFERS TO TYPE 12": NECK SIZE (SQ OR RD) 500: CFM (REFER TO M601 FOR DIFFUSER TYPE) 12" © 500 IllI� iVilinint SUPPLY, RETURN OR EXHAUST REGISTER DESCRIPTION H: REFERS TO TYPE 12x8: REGISTER SIZE 200: CFM (REFER TO M601 FOR REGISTER TYPE) 12x8 © 200 CEILING RETURN GRILLE DESCRIPTION F: REFERS TO TYPE 24x12: GRILLE SIZE (REFER TO M601 FOR GRILLE TYPE) \ 24x12 (r) ,� TRANSFER GRILLE & DUCTWORK DESCRIPTION F: REFERS TO TYPE 24x6: GRILLE SIZE (REFER TO M601 T/A: TRANSFER AIR FOR GRILLE TYPE) 10"0 — / 24x6 F () 24x6 T/A T/A SQUARE TO ROUND ADAPTER TRANSFER GRILLE & DUCTWORK DESCRIPTION F: REFERS TO TYPE 24x24: GRILLE SIZE T/A: TRANSFER AIR (REFER TO M601 FOR GRILLE TYPE) v 22"0 I ^ / �/ 24x24 24x24 � T/A O T/A LINEAR SLOT DIFFUSER WITH BOOT DESCRIPTION K: DIFFUSER TYPEwow 8": BOOT NECK SIZE 1.0": SLOT WIDTH 330: CFM (REFER TO M601 FOR DIFFUSER TYPE) J.. III FLEXIBLE DUCT ©8" -1.0" 330 VARIABLE AIR VOLUME BOX (SIZE AND SHAPE OF BOX WILL VARY) 18"0 3-5 DUCT BOX INLET, DIAMETERS SIZED TO TYPICAL 11.' 18"0 FAN POWERED VARIABLE AIR VOLUME BOXFLL (SIZE AND SHAPE OF BOX WILL VARY) 3-5 DUCT DIAMETERS SIZED TO BOX INLET, TYPICAL 18"0 I CONNECTOEXIBE 1311111 1�t 18"0 UNIT HEATER , SECTION VIEW THERMOSTAT OR TEMPERATURE SENSOR TEMPERATURE & HUMIDITY SENSOR TH DUCT STATIC PRESSURE SENSOR O GALVANIZED STEEL SHIELD PIPE RING HANGER HIGH DENSITY INSULATION INSTERT OR WOOD BLOCK SEE SPECIFICATIONS CLEVIS HANGER INSULATED PIPE AT HANGER DETAIL NOT TO SCALE PLUMBING / PIPING SYMBOLS SYMBOL DESCRIPTION MECHANICAL SHEET INDEX LAVATORY (MULTI -STATION NOT SHOWN) WATER CLOSET SINK SINK ELECTRIC WATER COOLER DRAIN FLOOR DRAIN FLOOR SINK ROOF DRAIN CLEAN OUT FUNNEL DRAIN VENT THROUGH ROOF WALL HYDRANT/INSIDE HOSE BIBB GAS SHUTOFF VALVE PRESSURE REGULATOR INVERT ELEVATION TAG BOTTOM OF DUCT ELEVATION TAG TOP CONNECTION BOTTOM CONNECTION DROP IN DIRECTION OF FLOW RISE IN DIRECTION OF FLOW SHUTOFF VALVE WAFER CHECK VALVE STRAINER UNION SWING CHECK VALVE FILTERED COLD WATER COLD WATER HOT WATER RECIRCULATING HOT WATER LIQUEFIED PETROLEUM VENT STORM DRAIN CONDENSATE DRAIN NATURAL GAS GREASE WASTE COMBINATION WASTE & VENT SANITARY WASTE CONDENSATE VACUUM REVERSE OSMOSIS FILTERED COLD WATER SITE IRRIGATION PIPE ANCHOR PIPE BREAK CONNECT TO EXISTING OR SYSTEMS PROVIDED BY NIC. OWNER FURNISHED EQUIPMENT SYMBOL REFER TO SHEET A601 FOR EQUIPMENT INFORMATION PLUMBING DRAIN TAG ABOVE FLOOR PLUMBING PLAN P301 RESTROOMS AND LOUNGE PLUMBING PLANS ID IC owURINAL MARKET CONDENSATE VACUUM PLUMBING PLANS P431 CONDENSATE VACUUM DETAILS P501 SEISMIC PLUMBING DETAILS P601 PLUMBING SCHEDULES AND DETAILS XJANITORS ROOF HVAC DEMOLITION PLAN M111 HVAC PLAN M141 ROOF HVAC PLAN M301 RESTROOM & GUEST SERVICE HVAC PLANS M311 OHUB M321 DHU HVAC PLANS M331 RTU PLAN M341 FITTING ROOM HVAC PLANS IL 1 M601 MECHANICAL SCHEDULES & DETAILS F111 FIRE PROTECTION PLAN ip 0-' ® (9) O -K5 I INV. EL. XX' -X" BOD XX' -X" U C DJ D 0 N _i,,,7:1_ J FCW CW HW HWR LP V SD CD G —GW — — —CWV — —SW— — VAC RO IRR 2 O RD -X (FD X" X" B B MECHANICAL SYMBOLS SYMBOL DESCRIPTION ,L SMOKE DAMPER FIRE DAMPER DAMPER MOTORIZED DAMPER GRAVITY DAMPER COMBINATION FIRE/SMOKE DAMPER DOOR UNDER CUT A. aBALANCING A`` ,A /C\ ) FIRE PROTECTION SYMBOLS SYMBOL DESCRIPTION F FIRE PROTECTION PIPING INSPECTORS TEST CONNECTION 0 NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. SHEET INDEX PM01 MECHANICAL SHEET INDEX P111 ABOVE FLOOR PLUMBING PLAN P301 RESTROOMS AND LOUNGE PLUMBING PLANS P311 STOCKROOM PLUMBING PLANS P411 MARKET CONDENSATE VACUUM PLUMBING PLANS P431 CONDENSATE VACUUM DETAILS P501 SEISMIC PLUMBING DETAILS P601 PLUMBING SCHEDULES AND DETAILS MD141 ROOF HVAC DEMOLITION PLAN M111 HVAC PLAN M141 ROOF HVAC PLAN M301 RESTROOM & GUEST SERVICE HVAC PLANS M311 STARBUCKS HVAC PLANS M321 DHU HVAC PLANS M331 RTU PLAN M341 FITTING ROOM HVAC PLANS M401 MARKET HVAC PLANS M601 MECHANICAL SCHEDULES & DETAILS F111 FIRE PROTECTION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 20.11 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVI1. r` NOV 21 2017 :�ERPAIT CENTE:F . CONSULTANT QUALITY ASSURANCE REVIEW CONFIRMATION STAMP DOCUMENTS REVIEWED BY: TONY KRATTIGER & MICHAEL AMESTOY REVIEWERS PHONE: 406-403-7198 & 208-577-5623 REVIEWERS E-MAIL: tonyk@ctagroup.com & michaela@ctagroup.com DATE REVIEWED: 11/14/2017 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 CUSI PING TERRELL ARCHITECTS ENGINEERS www.ctagroup.com Date No. Description 8/29/2017 PERMIT SET 11/14/2017 BID SET 11/21/2017 PERMIT RESUBMITTAL m co -8 < a) c O ('~^ V J 45 coO Project Number T-0627 Proto: P188 Version: N/A Config: N/A Drawn By TJK/JRD Checked By MA MECHANICAL SHEET INDEX PM01 11/17/2017 2:19:04 PM