Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PG17-0149 - CHICK-FIL-A - PLUMBING, GAS PIPING
CHICK-FIL-A 17333 SOUTHCENTER PKWY PGI 7-01.4$ 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 2623049066 17333 SOUTHCENTER PKWY Project Name: CHICK-FIL-A Permit Number: PG17-0149 Issue Date: 7/23/2018 Permit Expires On: 1/19/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: , Lender: Name: Address: KOMETANI MICHAEL 1823 HALEKOA DR, HONOLULU, CA, 96821 CARLOS ARIAS PO BOX 270571, SAN DIEGO, CA, 92198 ENGINEERED STRUCTURES INC 3330 E LOUISE DR STE 300, MERIDIAN, ID, 83642 ENGINSI152K2 Phone: (951) 970-9138 Phone: (208) 362-3040 Expiration Date: 5/29/2020 DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW FAST FOOD RESTAURANT INCLUDES INSTALLATION OF DOMESTIC WATER 1/2" WATTS Series SS009 FOR THE CARBONATOR. Valuation of Work: $75,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $784.31 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 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 attacr ' • to this permit. Signature: Print Name: t Erc IzIL) Date: 7 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: Applicant shall call Public Works at 206 433-0179 to schedule a backflow installation inspection with Mr. Scott Moore, PW Inspector.The Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturer's specifications and tested by a certified tester. Copy of passing backflow test report shall be forwarded to Mr. Scott Moore, Public Works Inspector. 17: Thereafter RPPA shall be tested annually by a certified tester at owner's expense and test reports forwarded to the Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. 2: Thereafter the RPPA shall be tested on annual basis ant the property owner's expense and test report forwarded to Tukwila Water Dept., 600 Minkler Blvd., Tukwila WA 98188, phone (206) 433-1860, fax (206) 575-3404. 3: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 4: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 5: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 6: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 7: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 8: 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. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: 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. 15: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 16: 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 18: Outside trash enclosure to be covered. Submit a revision to Building permit no. D17-0313 for the trash enclosure to be covered. 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 TUKWIL»' Community Development ,iartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas 1 _ _ mit No. I)61-7, O`) f 9 Project No. Date Application Accepted: Date Application Expires: 11-.)1-1 7 ,s ---s? i -t (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.: 2623049066 Site Address: 17333 Southcenter Parkway Tenant Name: Chick -fit -A, Inc. Suite Number: PROPERTY OWNER Name: Carlos Arias Name: Michael Kometani City: State: Zip: Address: 1823 Halekoa Drive Contr Reg No.: Exp Date: City: Honolulu State: HI Zip: 96821 CONTACT PERSON — person receiving all project communication Name: Carlos Arias Address: City: State: Zip: Address: PO Box 270571 Contr Reg No.: Exp Date: Tukwila Business License No.: City: San Diego State: CA Zip: 92198 Phone: (951) 970-9138 Fax: Email: carias@4gdev.com Floor: New Tenant: 0 Yes 1 ❑ ..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): $ 75,000 Scope of Work (please provide detailed information): Building Use (per Int'1 Building Code)- VB Occupancy (per Int'1 Building Code): A2 Utility Purveyor: Water: City of Tukwila H:\Applications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9.1 I.docx Revised: August 2011 bh Sewer City of Tukwila Page 1 of 2 • Indicate type of plumbing fixtures and/or g ping outlets being installed and the quantity 1 v: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 12 Shower, single head trap 2 Sinks 6 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) 11 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 12 Lavatory 2 Urinal 1 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 11 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 12 Wash fountain Water closet 5 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 11 Fixture Type Qty Dental unit, cuspidor Floor drain 12 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS OR AU HO ED,AGENT: Signature: Date: 11/20/2017 Print Name: Carlos Arias Mailing Address: PO BOX 270571 H:\Applications\Forms-Applications On Line \201 I Applications\Plumbing Permit Application Revised 0.9.1 l.docx Revised: August 2011 bh Day Telephone: (951) 970-9138 San Diego CA 92198 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $629.85 PG17-0149 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $629.85 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 $500.41 PERMIT FEE R000.322.100.00.00 0.00 $467.26 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $29.99 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14656 R000.322.900.04.00 0.00 $29.99 $629.85 Date Paid: Wednesday, June 06, 2018 Paid By: ESI Pay Method: CHECK 342214 Printed: Wednesday, June 06, 2018 9:22 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $5,896.78 D17-0313 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $4,889.07 Credit Card Fee $142.40 Credit Card Fee 1 R000.369.908.00.00 0.00 $142.40 DEVELOPMENT $4,496.67 PLAN CHECK FEE 1 R000.345.830.00.00 0.00 $4,496.67 PUBLIC WORKS $250.00 BASE APPLICATION FEE 1 R000.322.100.00.00 0.00 I $250.00 EL17-0934 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $511.32 Credit Card Fee $14.89 Credit Card Fee 1 R000.369.908.00.00 0.00 $14.89 ELECTRICAL $496.43 PLAN CHECK FEE R000.345.832.00.00 0.00 $496.43 M17-0176 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $341.93 Credit Card Fee $9.96 Credit Card Fee R000.369.908.00.00 I 0.00 $9.96 MECHANICAL 5331.97 PLAN CHECK FEE R000.322.102.00.00 0.00 5331.97 PG17-0149 Address: 17333 SOUTHCENTER PKWY Apn: 2623049066 $154.46 Credit Card Fee 54.50 Credit Card Fee R000.369.908.00.00 I 0.00 $4.50 GAS $24.86 PLAN CHECK FEE R000.322.103.00.00 I 0.00 $24.86 PLUMBING $125.10 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R12841 0.00 $125.10 $5,896.78 Date Paid: Tuesday, November 21, 2017 Paid By: CARLOS ARIAS Pay Method: CREDIT CARD 05596D Printed: Tuesday, November 21, 2017 11:37 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPE •N NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION ?4 r) d�iCY 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: GA 1CIL- SIL A Type of Inspection: 9,601, lam* °A-4,44,-(.., Address: 1'1333 4airgaliTilt Date Called: Special Instructions: date Wanted: i -2)4^15 p.m. Requester: Phone No: JPProved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: `.dam 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 N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pGyi Pro'ect: ham- �, �� tor: A fitK1 Type of Inspeon: c ik(k�4 R Address: 1713 �'3 Saw G25AIf Date Called: L �-,i 11 Special Instructions: ate Wanted: t �� a p.m. Requests -:0 Phone No: Approved per applicable codes. corrections required prior to approval. COMMENTS: -2S 4- V -€4 )3A U Insp a tor: A fitK1 Dat 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 fl a4q Project: 1L �` CF J •1% -,I C Type of Inspection: A 6 ii 1 'a�Fbk-- Address: neY33 4cvt'tt,¢.4-i Date Called: Special Instructions: Date Wanted: f j kL t ol �:- Cam. . Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: t�� Date :1 j/_ 20p 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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: Address: /73;7_3 As�ti uaz I?�i Date ailed: / Special Instructions: s0 ate Wanted: 1. 2-1r p.m. Requester ini Phone No: ai '679 `?705! Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: g. T'. Piag1,14 Inspector n 2 Date: 0_ .26/g/ 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 pi, ri col qcy Project: Type of Inspection: Address: ►33 4alciik, P00-1 Date ailed: Special Instructions: Vate Wanted: I^ II- Ial .m. Requester: Phone No: ❑ Approved per applicable codes.Corrections required prior to approval. COMMENTS: Jwtieitio rJ Ffrti /aka e ric .4A/ 61.,1 ‘teic i4CvLe,7 Inspectd��� eiVc Date/L/6_00/2 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 /7-0/41 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /GAG —f t — Type of Inspection: 7-�- 4S PiA� Address: /7333 S kes- P� Date Called: Special Instructions: ate Wanted: /-3 -,q 1 a.m.- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e5 „,,p„✓6 2 • ri /LCtor 0,7( 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 Permit Inspection Request Line (206) 438-9350 R i7-,1 ? (206) 431-3670 Pro'ec: f/ Ty • of Inspection Wili if/ A. . ress: /7333 Date Call i—A♦•': Special Instructions: Date W ,� anted: jG a.m, p.m. Requester: Phone No: Approved per applic df. Corrections required prior to approval. COM, S: (rp ,yt- O,tio3 �r�oJ Yes -1" —Q'C lc%lev (.i nis w.` l( be ks4$0 aia Cad+' Sk, inspector:, ( 0 Q 6 Dater z6/Zvi/ 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 P&;7-oi ' Project: L �e C/!/� t- 4C7row., Type of Inspection: Wart- -N-uwvk, Address:CJ / 73_33 Scw,4hcrAer-- 10/1'Y. Special Instructions: Date Wanted: a. . Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 011-8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec r, rt- Ty of Inspec 'on: Address: /7333 .;... >.A A e----- Special Instructions: D Want -, ��l 8 a.m. p.m. Requester: Phone No: A/1K-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r.to - �J6� +�- 1 &j &ftacist- bOet,5 c Inspector: ocv 8-z7- Z2/6 Date8`2�y�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD P617- Retain a copy with permit 0l19 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: t � Type of Inspection: Grc toad( -# L J J3 2 Date Called: 'Date Special Instructions: - Wanted. op U `' Requester: .1110 /A Phone No: 97/ ,-/130 Approved per applicable codes. Corrections required prior to approval. COMMENTS: k p f (70 cOnyk, k.v4.14 t vg io A---- Santt-17 VtApi vextfld — D )(- ► fieda, Ve /mss )07;-.- .cfp /0,, x -A- t.J',I I .S`cY .e -,:f. G 1,0 c pea -4d Inspector: 00 Date %2Z _2'7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ES-LFUOO9 For Health Hazard Applications Job Name Job Location • A!� Engineer Approval LEAD FREE* Series LFUOO9 0a-14 IT 36 Contractor Approval Contractor's P.O. No Representative "rt) : Be 1 N)57 -14 -LL -ED O(2 -r--5( THE 560UlLbi L,kER D Il -0313 Reduced Pressure Zone Assemblies Sizes: 1/2" - 2" (15 - 50mm) Series LFUOO9 Reduced Pressure Zone Assemblies are designed to pro- tect potable water supplies in accordance with national plumbing codes and water authority requirements. The swivel feature in the series allows for it to be used in a variety of installations, including the prevention of health hazard cross -connections in piping systems or for containment at the service line entrance. This series features two in-line, independent check valv springs and replaceable check seats with an intermedia Its compact modular design facilitates easy maintenanc bly access. Sizes 1/2"- 1" (15 - 25mm) shutoffs have to LFUOO9 features Lead Free* construction to comply wit installation requirements. Features • Unique swivel union • Single access cover and modular check constru for ease of maintenance • Top entry — all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Cast copper silicon alloy body construction for durability • Ball valve test cocks — screwdriver slotted • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing pt�rredr. .�° ell MIEWED FOR adaUOMPLIANCE Lead Fr"AppROVED JUN 21 2018 ion City of Tukwila BUILDING tamq Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. Lead Free* reduced pressure zone assemblies shall be constructed using Lead Free* materials. Lead Free assemblies shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall consist of an intemal pres- sure differential relief valve located in a zone between two positive seat- ing check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the require- ments of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LFU009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly N Ago FOR OMPLIAPPROVEDNCE MAY 1 8 2018 City of Tukwila BUILDING DIVISION est Cock No. 4 R.P. Zon Relief Valve Assembly Second Check Module Assembly Water Outlet Now Availa 'ble WattsBox Insulated Enclosures For more information, request literature ES -WB. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for refel�nce onty�or precise measurement please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specfications, or materials with- WAUIIIIIUIS® out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models Prefix: U — union connections Suffix: QT - quarter -turn ball valves S - bronze strainer SH - stainless steel ball valve handles OTICE The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES-AG/EL/TC). Materials Body: Lead Free* cast copper silicon alloy Discs: Silicone rubber Check Seats: Replaceable polymer Relief Valve Seat: Removable stainless steel Cover Bolts: Stainless steel Standardly furnished with NPT body connections. Air Gaps and Elbows Pressure — Temperature Maximum Working Pressure: 175psi (12 bar) Temperature Range: 33°F - 180°F (0.5°C - 82°C) Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA 864.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approved models QT, AQT, PC. UL Classified (Models with LF Suffixes) NOTICE Inquire with governing authorities for local installation requirements MODEL DRAIN OUTLET DIMENSIONS WEIGHT for LF909,LF0009 and LF993 sizes in. mm in. A mm in. B mm lbs. kgs. 909AGA '/a"—'/2" 009, '12 13 23/8 60 31/8 79 .625 .3 3/4" LF009M2/M3 909AGC 1/4"-1" LF009/909, 1 25 3Y4 83 4'/8 124 1.50 .7 1"-1%" LF009M2 909AGF 1W-2" LF009M1, 2 51 43/8 111 63/4 171 3.25 1.5 1'/4"-3" LF009/909, 2" LF009M2. 4"-6" LF993 909AGK 4"-6" LF909, 3 76 6% 162 9% 243 6.25 2.8 8"-10" LF909M1 909AGM 8"-10" LF909 4 102 73/8 187 111/4 286 15.50 7.0 909ELA 1/4"-1/2" LF009, 3/4" LF009M2/M3 — — — — — — — — 909ELC 1/4"-1" LF009/909 — — 23/8 60 23/8 60 .38 .2 t 909ELF 11/4"-2" LF009M1, — — 35 92 3%8 92 2 .9 11/4"-2" LF009/909, 2" LF009M2, 4"-6" LF993 t 909ELH 2Y2"-3" LF009/909 — — — — — — — Vertical s Epoxy coated A A B B Dimensions and Weights c LF0009QT 1 A MODEL SIZE (DN) DIMENSIONS WEIGHT in. mm A in. mm in. B mm in. C mm lbs. kgs. LF0009QT 1/2 15 1273/s 326 4% 117 37A6 87 5.5 2.5 LF0009M2QT % 20 133 349 5 127 334 95 6 2.7 LF0009M2QT 1 25 173 441 51/2 140 31/2 79 12.75 5.8 LF0009M2QT 11/4 32 24/ 622 73/ 197 4 100 26.5 12.0 LF0009M2QT 1' 40 251/2 648 73 197 41/4 108 28.75 13.0 LFU009M2QT 2 50 273 695 73/a 197 41/4 108 32.75 14.9 Capacities • Performance as established by an independent testing laboratory. 1/2" (15mm) LF0009QT kPa psi 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O kPa psi 241 35 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP p A 1 2 3 4 5 6 7 8 9 10 gpm 3.8 7.6 11 15 19 23 27 30 34 38 1pm 7.5 fps 2.3 mps 3/" (20mm) LF0009M2QT A 5 10 15 20 25 30 gpm 19 38 57 76 95 114 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 1" (25mm) LF0009M2QT A kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 Op 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 gpm 19 38 57 76 95 114 133 152 171 190 209 228 247 266 2851pm 7.5 15 fps 2.3 4.6 mps VA" (32mm) LF0009M2QT A 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 3041pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF0009M2QT PO 38 76 114 152 190 5 7.5 1.5 2.3 228 266 10 3.0 %!WATFS® 304 342 380 15 4.6 gpm 418 456 Ipm fps mps ATypical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 2" (50mm) LF0009M2QT A kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 140 160 180 gpm 38 76 114 152 190 228 266 304 342 380 418 456 532 608 684 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps A Watts Water Technologies Company ES-LF0009 1318 IMO 9001-200$1 CERTIFIED USA: Tel: (978) 688-1811 • Fax: (976) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca © 2013 Watts For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* ES-SS009 Contractor Approval Contractor's P.O. No Representative Series SS009 Stainless Steel Reduced Pressure Zone Assemblies Sizes: 1/4" -1 " (8 - 25mm) Series SS009QT Stainless Steel Reduced Pressure Zone Assemblies provide protection of the potable water supply in accor- dance with national plumbing codes and water authority require- ments. Series SS009 can be used in a variety of health hazard installations whenever the downstream liquid is of a composition which may damage bronze material or it is desirable to eliminate trace elements of lead and copper. Typical applications are: Industrial or plant use, medical/diagnostic equipment, reverse osmosis systems, carbonated beverage machines, breweries/dis- tillers, paper and pulp industry, chemical plants and aggressive atmospheres. The SS009 series features two in-line independent check valves, captured springs, replaceable check seats, corrosion resistant internal parts and a hydraulically operated differential pres- sure relief valve. All sizes are constructed with NPT body connec- tions and are standardly furnished with vandal resistant EZ -TC Test Cocks. Series SS009QT's are furnished with 316 Stainless Steel, full port, investment cast, quarter turn ball valve shutoffs with 304 Stainless Steel tee handles. Features • Investment Cast 316 Stainless Steel Assembly for corrosion resistance • Al wetted valve components — test cocks, ball valve shutoffs, pipe nipples, body and cover, check modules and relief valve assembly are made from "Lead Free" Stainless Steel or Plastic construction • Bolted on, top entry single access cover for ease of maintenance • Modular check construction featuring nonreversible checks with captured springs for simplified servicing • Top mounted vandal resistant EZ -TC test cocks provide easy access for testing • Stainless Steel EZ -TC test cocks include dust covers to protect the threads from dirt, dust and insects • EZ -TC Test cocks eliminate the need for tools and test fittings • True line sized check modules open further allowing dirt and debris to pass freely through the valve reducing fouling problems • Check and Relief Valve Seats are replaceable without the use of special tools • Internal relief valve for right and left hand installations *The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight Test Cock No 3 EZ -TC -SS Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone SS009QT Test Cock No. 4 Relief Valve Assembly Second Check Module Assembly Water Outlet Specifications A reduced pressure zone assembly shall be installed at each noted potential health hazard location to prevent backflow due to back - siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two independently operating positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve, without the use of special tools. There shall be no threads or screws, in the waterway, exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall include two resilient seated isolation valves, four top mounted vandal resistant test cocks with dust cov- ers, a protective stainless steel wye strainer with a 20 mesh screen and an air gap fitting. The assembly shall consist of an investment cast 316 Stainless Steel body and cover with Series 300 Stainless Steel test cocks, 316 Stainless Steel Ball Valve Shutoffs with PTFE Seat blowout proof 304 Stainless Steel Stems, and 304 Stainless Steel Tee Handles. The assembly shall meet the requirements of ASSE Standard 1013, AWWA Standard C511. Assembly shall be a Watts Regulator Company Series SS009QT. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. Wattss product spWatts Technsical ai U.S. customary units and metric are gor te mandy are provided for,cronstruction, only. For predscatiion measurements,materials tth- pleace oontactWatts Technical Service. Watts reserves the right 10 change a modify product design, censbuctiar, spedficafiars, a matedals witt>- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models Suffix: QT - quarter -turn ball valves S - stainless steel strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES-AG/EL/TC). Materials Body: 316 stainless steel Disc and Relief Valve: Silicone rubber Check Seats: Replaceable polymer Relief Valve Seat: Stainless steel Cover Bolts: Stainless steel Pressure - Temperature Temperature Range: 33°F -180°F (0.5°C - 82°C) continuous Maximum Working Pressure: 175psi (12.1 bar) Standards USC Manual 9th Edition AWWVA C511-92 SP 1013 064.4 Approvals ASSE, AWWA, USC CSA - 12" and 3/4" horizontal IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Dimensions - Weight '. MODEL SIZE (DN) Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec.) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 '/a" (8mm) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 02 0.4 06 08 1.2 1.4 gpm .76 1.5 2.3 3 3 8 4.6 5.3 Ipm 3/e".(10mm) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 0.5 1.5 2 2.5 3 3 5 4 gpm 1.9 3.8 5.7 7.6 9.5 11.4 13.3 15.2 Ipm '/z" (15mm) kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 0 2 4 6 8 10 12 gpm 7.6 15 23 30 38 46 Ipm 3/a" (20mm) kPa psi 172 25 138 20 103 15 69 10 34 5 0 0 10 20 30 40 50 gpm 0 38 75 114 152 190 Ipm 1" (25mm) 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm DIMENSIONS (approx.) A B C L M N Width in. mm in. mm in. mm in. mm in. mm 111. mm in. mm In. mm SS009M3QT SS009M3QT SS009QT SS009M3QT-S SS009M3QT-S SS009QT-S 1/4,3/8,1h 8,10,15 3/4 20 1 25 10 250 103/4 273 163/4 425 4s/s 117 5 127 512 140 33/8 86 3'/ 89 3 76 512 140 63/4 171 91/2 241 5 127 61/ 159 81 210 1/4,3/s,Y 8,10,15 3/4 20 1 25 10 250 6 150 33/8 86 103/4 273 614 159 312 89 163/4 425 7% 197 3 76 WWATFS® 512 140 313/s 97 6% 171 4% 111 91/2 241 53/6 132 2s/s 67 33/ s 81 3% 95 5 127 614 159 81 210 WEIGHT lbs. kgs. 4.50 2.0 5.75 2.6 12.25 5.6 7.25 3.3 9.25 4.2 17.00 7.7 =9001-2000 CERTIFIED A Watts Water Technologies Company ES-SS009 0940 USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca © 2009 Watts ES-LF7R For Light Commercial and Residential Applications Job Name Job Location Engineer Approval LEAD FREE* Series LF7R Dual Check Valves Contractor Approval Contractor's P.O. No Representative RECEIVED MAR 15 ?018 TUKWILA PI IRI IC WfRKS LF7R Sizes: 1/2" -1 " (15 - 25mm) Series LF7R Dual Check Valves are designed for non -h hazard residential water system containment and conti ous pressure applications, such as the drinking water s service entrance or individual outlets. Series LF7R use compact replaceable check modules and is installed i diately downstream of the residential water meter. The features Lead Free* construction to comply with Lead installation requirements. Features • Can be installed vertically or horizontally • Available with combination of inlet/outlet sizes, typ thread and end connection .- REVIEWE DE COMPLIA APPROVED me- F7R ree* JUN 21 2018 ILDINe ies LF7R: Inle .lutlet Connections - Types available, City r& Slide, siz° s available. Specifications The dual check backflow preventer shall meet the domes- tic requirements of ANSI/ASSE Standard 1024, and bear the seal of approval. It shall be lead free* brass bodied and include not less than one union. An identification tag indicat- ing direction of flow shall be securely attached to the valve body. The Lead Free* Dual Check Valve shall comply with state codes and standards, where applicable, requiring re- duced lead content. The dual check shall be Watts Regulator Company Series LF7R. (Please select the model best suited to your application.) Pressure - Temperature Temperature Range: 33°F -180°F (0.5°C -82°C) continuous Maximum W'ressure075psi (12.07 bar) EVIEWED FOR Approval-. CODE COMPLIANCE APPROVED essE 1024 MAY 18 2018 City of Tukwila BUILDING 41 J.Y..-...T. TYPE in. mm National Pipe Thread Female 1/2,3/4 1 15, 20, 25 National Pipe Thread Male 3 1/2,3/4,1 15, 20, 25 Female Meter Thread (Swivel) 10 3/4,1 20, 25 Union (U) Connections available on all inlet/outlet types and sizes. When ordering Series LF7R Valves with Meter Thread Con- nections, be sure to order connection size one size larger than meter thread. Examples: CORRECTION LTR# ___. .,,,__ Meter Size 5/e" (16mm) x'/2" (15mm) 5/e" (16mm) x 3/4" (20mm) 3/4" (20mm) x 3/4" (20mm) Watts product specifications in U.S. customary unand metric are . (mate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Order 3/4" (20mm) 1" (25mm) 1" (25mm) RECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER WWATTS® Capacity 1/4" (1 5mm) LF7R PSI Loss PSI Loss PSI Loss 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 10 0.0 0 1 2 3 4 5 6 7 8 9 10 11 GPM 0.0 3.8 7.8 11.4 15.1 19.0 22.7 26.5 30.3 34.1 37.8 41.6 LPM 3/4" (20mm) LF7R 0'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GPM 0.0 7.8 15.1 22.7 30.3 37.8 45.4 52.9 60.5 LPM 1" (25mm) LF7R 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 0 0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 GPM 0 0 15.1 30.0 45.4 60.5 75.7 90.8 LPM Dimensions - Weight LF7RU2-U2 B A Materials • Body: Lead Free* brass • Check Modules: Engineered plastic • Discs: Santoprene • Seals: EPDM • Springs: Stainless steel *The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight LF7RU1O-U2 MODEL SIZE (DN) in. mm A in. DIMENSIONS mm B in. mm WEIGHT lbs. kgs. LF7RU2-2 7/2 15 35/8 92 17/8 48 .7 .32 3/4 20 35/8 92 17/8 48 .7 .32 1 25 37/8 99 17/8 48 .8 .36 LF7RU2-U2 3/4 20 311/6 93 1% 48 .9 .41 LF7RU10-U2 1 25 41%2 114 17/8 48 1.7 .77 LF7RU10-U3 1 25 473/6 122 17/8 48 1.7 .77 WWATFS® A B • 9001-2008 CERTIFIED A Watts Water Technologies Company USA: No. Andover, MA • Tel. (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Burlington, ON • Tel. (905) 332-4090 • Fax: (905) 332-7068 • www.wattscanada.ca ES-LF7R 1115 © 2011 Watts DEVELOPMENT & CONSULTING, INC The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Response to Correction Letter No. 3, dated May 25th, 2018 Permit# PG17-0149 PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments 1) The carbonator is considered a high health hazard and shall be protected by a Reduced Pressure Principle Assembly (RPPA), see attached Table 5-4. Please revise Backflow chart on sheet P-201 and any applicable notes/callouts on remaining sheets. Submit RPPA CUT SHEET and circle backflow to be installed. Response: After further review the RPPA inside this building is not required. The RPPA previously shown inside the building has been removed; therefore, cut sheets are not required. 2) There is already a proposed 1.5" RPPA outside the building on the domestic water supply line. Please check the civil drawings and verify if the 2" RPPA inside the building is needed. Response: Two RPPA's are not required. The RPPA previously shown inside the building has been removed. 3) Please could, number and date the revision. Response: Complied. Delta 5 on sheets P-101, P-201, P-302. CORRECTION LTR# PG 0 I 1-19 RECEIVED CITY OF TUKWILA MAY 30 2018 PERMIT CENTER P.O. Box 270571 San Diego, CA 92198-2571 858-408-1894 Office 866-311-3658 Fax May 25, 2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Correction Letter # 3 PLUMBING/GAS PIPING Permit Application Number PG17-0149 CHICK-FIL-A - 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) The carbonator is considered a high health hazard and shall be protected by a Reduced Pressure Principle Assembly (RPPA), see attached Table 5-4. Please revise Backflow chart on sheet P-201 and any applicable notes/callouts on remaining sheets. Submit RPPA CUT SHEET and circle backflow to be installed. 2) There is already a proposed 1.5" RPPA outside the building on the domestic water supply line. Please check the civil drawings and verify if the 2" RPPA inside the building is needed. 3) Please could you number and date the revision. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG17-0149 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DEVELOPMENT & CONSULTING, INC The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Correction Letter No. 2 for Plumbing/Gas Piping Permit Application Number PG17-0149 dated April 6th, 2018 from Bill Rambo, Permit Technician Building Department: Allen Johannessen at 206-433-7163 1. The fixture schedule on sheet P-304 is not consistent with the isometric plan P-302. On sheet P- 304, P-28 on the fixture schedule still shows Trap Seal Protector which is not allowed. The notes on sheet P-901 indicate a ball valve for P-28. Trap primers P-33 is not shown on the isometric plan P-302. Please provide clarification and revise notes for consistency with the plan. Also, sheet P- 302 near the reference P-28 it appears two ball valves shown, and I assume is where the P-28 should be located. Please clarify. Response: Complied. See P-304 for revision to P-28 calling out a ball valve. See P-302 for callouts for P-33 trap primers as well as P-28 Ball valve. Notes on P-091 revised. P.O. Box 270571 San Diego, CA 92198-2571 RECLIVED CITY OF TUKWILA APR 3 0 2018 PERMIT CENTER ORRECTFON 866-311-3658 Fax City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 21, 2018 Carlos Arias 4G Development and Consulting, Inc. PO Box 270571 San Diego, CA 92198 RE: Request for Extension #1 Permit Number PG17-0149 Dear Mr. Arias, This letter is in response to your written request for an extension to Permit PG17-0149. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through November 21, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 41\1M Rachelle Ripley Permit Technician File: Permit No. PG17-0149 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Carlos Arias <carias@4gdev.com> Sent: Thursday, May 10, 2018 9:55 AM To: Rachelle Ripley Subject: Southcenter // Permit Extension Good morning Rachelle, As discussed, can you please help issue an extension for all of the permits listed below. We do not have a GC yet. They should be awarded the job by the end of this week. Please advise. Mechanical: M17-0176 (P l u m biinn g:_ PG 17-0149 Electrical: EL17-0934 Development: # D17-0313 Demo Permit: # D17-0315 Carlos Arias — Project Engineer 4G DEVELOPMENT AND CONSULTING, INC. P.O. Box 270571, San Diego, CA 92198 P (951) 970-9138 / F (866011-3658 Request forExtension# .- Current Expiration Date: Extension Request: Approved for days Denied (provide explanation) 1 Signature/Initials 4/2/2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Permit Application No. PG 17-0149 CHICK-FIL-A 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 11/21/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 5/21/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, achel e ' p e2)1(13 y Permit Technici File No: PGI7-0149 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 06, 2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG17-0149 CHICK-FIL-A - 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The fixture schedule on sheet P-304 is not consistent with the isometric plan P-302. On sheet P-304, P-28 on the fixture schedule still shows Trap Seal Protector which is not allowed. The notes on sheet P-901 indicate a ball valve for P-28. Trap primers P-33 is not shown on the isometric plan P-302. Please provide clarification and revise notes for consistency with the plan. Also, sheet P-302 near the reference P-28 it appears two ball valves shown, and I assume is where the P-28 should be located. Please clarify. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. PG17-0149 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DEVELOPMENT & CONSULTING, INC The following outline provides each of the comments in italics exactly as written, along with a narrative response describing how each comment was addressed: Correction Letter No. 1 for Plumbing/Gas Piping Permit Application Number PG17-0149 dated January 11th, 2018 from Bill Rambo, Permit Technician Building — PG Department: Allen Johannessen at 206.433-7163 1. On notes page P-901 remove note P -26A, this trap seal shall not be allowed. Floor sinks and floor drains up stream of the main sewer line shall have trap seal primers. No form of trap that depends for its seal upon the action of moveable parts shall be used. Show trap primers for each floor drain. Trap primers shall also be located where they can be maintained. On note P-33, this trap primer shall be acceptable for use. Also make necessary changes on plans and FIXTURE CONNECTION SCHEDULE. Cloud all changes. Response: Complied. See P-901 for removal of P -26A; see P-201 for location of trap primers as well as floor drain/sink connections. See P-304 if desired. 2. I could not see back flow preventers for carbonated beverage machines. Show carbonated beverage machines or dispensers with "two" independent check valve backflow preventers. Response: See keynote #5 on P-201 for call out of 3/4" SS009M3-QT-S backflow preventer 3. Plumbing plan only shows the 4 gas outlets for ACU's and water heater. Provide a gas piping plan that includes gas piping for the cooking equipment. Include calculations table to include demand of all gas piping for all fixtures, ACU's cooking and water heater appliance outlets. Include pipe sizes and length in the table. Response: Not applicable. All cooking equipment is electric. 4. All plan sheets and document produced by a design professional and engineer shall be provided with professional stamp, signature, and "date" of the signature. See General Note above. Response: Complied. See stamps for date signed. 5. Plumbing shall comply with current adopted 2015 International codes with 2015 Washington State code amendments as follows: 2015 Tukwila Municpal Codes (TMC); 2015 International Building Codes (IBC); 2015 Uniform Plumbing Codes (UPC); 2015 International Mechanical Codes (IMC); 2014 National Electrical Codes (NEC); 2015 National Fuel Gas Code (NFPA 54)(for LP Gas installation only); 2009 ICC/ANSI A117.1 (barrier free codes) Response: Complied. All references updated to reflect current adopted 2015WprEAM kodes with 2015 Washington State code amendments. CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER PW — PG DEPARTMENT: Joanna Spencer at 206-431-2440 • 1. The owner or his rep shall fill out the attached Non -Residential Sewer use Certificate form. Response: The Non -Residential Sewer Use Certification Form is signed and attached CORRECT. 2. Show N arrow on all your plans. Response: Complied: see P-101 and P-250 P.O. Box 270571 San Diego, CA 92198-2571 DEVELOPMENT & CONSULTING, INC 3. The grease interceptor place outside shall be a double baffle, three compartment unit per attached City of Tukwila Detail SS -14 depicted on the civil plan dated 11-20-17 sheet 4.7 of 16. Response: Complied: see 6/P-250 with SS -14 and see revised G.I. callout on P-304. 4. If there is a dish washer, please make sure it doesn't run through the grease interceptor. Response: There is no dishwasher. 5. Sheet P-101: a) couldn't find key note #7 on plan, b) Trash Enclosure Plumbing Plan shows 3" GW, however civil drawing C3.2 of 16 calls for 6" pipe, which is angled, while plumbing plan shows it perpendicular. Water line s shown as %" while the civil plans call for 1" pipe. Response: Complied: A) P-101: Previous keynote #7 has been removed and table was readjusted B) P-101: Modified pipe direction to match civil. See civil for matching 3"and matching 3/e" CW size . 6. Sheet P-201: a) Keynote 3 — location of 2" C W entering the bldg. doesn't match civil plan: civil plans call the domestic water line to be 1.5'; b) keynote 11 calls for %" CW to trash enclosure while civil plans call for 1.5" Response: Complied: A) P-201: See civil for corrected sizes. B) P-201: See civil for corrected sizes. 7. Sheet P-250 shows the wrong detail for the outside grease interceptor; it shall be double baffle two compartment interceptor. Please use the City of Tukwila Detail SS -14 as depicted on the civil sheet 4.7 of 16 dated 11-20-17 Response: See P-250 for corrections: 8. Please provide a separate table for all the backflows, which need to be RPPAs, to be installed inside the building. List RPPA size/make/model number and what they are protecting. Show backflow locations on plan. Response: See P-201 for backflow chart 9. Submit backflows cut sheets and circle the RPPA's to be installed Response: Complied: Backflow cut sheet packet attached 10. Sheet P-304 Fixture Connection Schedule note #3 refers to California standards, while this project is in Washington State. Response: See P-304 for correction P.O. Box 270571 San Diego, CA 92198-2571 858-408-1894 Office 866-311-3658 Fax January 11, 2018 City of Tukwila Department of Community Development CARLOS ARIAS PO BOX 270571 SAN DIEGO, CA 92198 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0149 CHICK-FIL-A - 17333 SOUTHCENTER PKWY Dear CARLOS ARIAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) I. On notes page P-901 remove note P -26A, this trap seal shall not be allowed. Floor sinks and floor drains up stream of the main sewer line shall have trap seal primers. No form of trap that depends for its seal upon the action of movable parts shall be used. Show trap primers for each floor drain. Trap primers shall also be located where they can be maintained. On note P-33, this trap primer shall be acceptable for use. Also make necessary changes on plans and FIXTURE CONNECTION SCHEDULE. Cloud all changes. (UPC 1004.1, 1005.0 & 1007.00) 2. I could not see back flow preventers for carbonated beverage machines. Show carbonated beverage machines or dispensers with "two" independent check valve backflow preventers. (UPC Table 603.2) 3. Plumbing plan only shows the 4 gas outlets for ACU's and water heater. Provide a gas piping plan that includes gas piping for the cooking equipment. Include calculations table to include demand of all gas piping for all fixtures, ACU's, cooking and water heater appliance outlets. Include pipe sizes and lengths in the table. 4. All plan sheets and documents produced by a design professional and engineer shall be provided with professional stamp, signature and "date" of the signature. See General Note above. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. Plumbing shall comply with current adopted 2015 International codes with 2015 Washington State code amendments as follows: 2015 Tukwila Municipal Codes (TMC) 2015 International Building codes (IBC) 2015 Uniform Plumbing codes (UPC) 2015 International Mechanical codes (IMC) 2014 National Electrical codes (NEC) 2015 National Fuel Gas Code (NFPA 54) (for LP Gas installation only) 2009 ICC/ANSI A117.1 (barrier free codes) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) The owner or his rep shall fill out the attached Non -Residential Sewer Use Certification form. On a separate sheet please list all the plumbing fixtures in the existing building to be demolished in order to receive proper credit. 2) Show N arrow on all your plans. 3) The grease interceptor placed outside shall be a double baffle, three compartment unit per attached City of Tukwila Detail SS -14 depicted on the civil plan dated 11-20-17 sheet 4.7 of 16. 4) If there is a dish washer, please make sure it doesn't run through the grease interceptor. 5) Sheet P-101: a) Couldn't find Keynote #7 on plan, b) Trash Enclosure Plumbing Plan shows 3" GW, however civil drawing C3.2 of 16 calls for 6" pipe, which is angled, while plumbing plan shows it perpendicular. Water line is shown as 3/4", while the civil plan calls for 1" pipe. 6) Sheet P-201: a) Keynote 3 - location of 2" CW entering the bldg doesn't match civil plan; civil plans call the domestic water line to be 1.5", b) Keynote 11 calls for 3/4" CW to trash enclosure, while civil plans call for 1.5". 7) Sheet P-250 shows the wrong detail for the outside grease interceptor; it shall be double baffle two compartment interceptor. Please use City of Tukwila Detail SS -14 as depicted on the civil sheet 4.7 of 16 dated 11-20-17. 8) Please provide a separate table for all the backflows, which need to be RPPAs, to be installed inside the building. List RPPA size/make/model number and what they are protecting. Show backflow locations on plan. 9) Submit backflows cut sheets and circle the RPPAs to be installed. 10) Sheet P-304 Fixture Connection Schedule note #3 refers to California standards, while this project is in Washington state. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made inperson and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG17-0149 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0149 DATE: 05/30/18 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 3 Revision # after Permit Issued DEPARTMENTS: Building Division hnn Kw Public Works Fire Prevention Structural n Planning Division nPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/31/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/28/18 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/201 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0149 DATE: 04/30/18 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ps K\Atti �'`i But ding Division11 )s Ce,nL79-`-N8 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 05/01/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/29/18 ❑ Approved with Conditions ❑ ITL Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW Staff Initials: _V_ QJ '-C) t-� W (5---2)-41) , oI," (941.4,- s t . 12/18/2013 PERMIT COOK COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0149 DATE:: 03/15/18 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 41- CoAL3i d Building Division &\S I e Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/17/18 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg i1 Fire ❑ Ping ❑ PW ❑ Staff Initials: V Vry 12/18/2013 PERMIT C 'ORD COPY.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0149 DATE: 11/21/17 PROJECT NAME: CHICK-FIL-A SITE ADDRESS: 17333 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 11\1k) Building Division IN A1s C ye? - Public orks Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/23/17 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/21/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:_ M�( Departments issued corrections: Bldg Fire 0 Ping ❑ 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: 4/26/2018 Plan Check/Permit Number: PG 17-0149 ❑ Response to Incomplete Letter # 1 x 1 Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: Chick-fil-A Southcenter Parkway Project Address: 17333 Southcenter Pkwv. Tukwila. WA Contact Person: Carlos Arias Phone Number: 951-970-9138 Summary of Revision: See attached response letter. RECE1VErt CITY OF TUKWILA APR 3 0 2018 PERMIT CENTER Sheet Number(s): P-302, P-304, P-901 "Cloud" or highlight all areas of revision includinda of evisiff . Received at the City of Tukwila Permit enter by: dEntered in TRAKiT on W:\Permit Center\ Templates\Forms\Revision Submittal Form.doc Revised: August 2015 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: 5/30/2018 Plan Check/Permit Number: PG 17-0149 ❑ Response to Incomplete Letter # Ix] Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Chick-fil-A Southcenter Parkway Project Address:17333 Southcenter Pkwv. Tukwila. WA Contact Person: Carlos Arias Phone Number: 951-970-9138 Summary of Revision: See attached response letter. RECEIVED CITY OF TUKWILA MAY 3 0 2018 PERMIT CENTER Sheet Number(s): P-101, P-201, P-302 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: — Entered in TRAKiT on S —30— (�� W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 C4/ 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: 3/13/2018 Plan Check/Permit Number: PG 17-0149 ❑ Response to Incomplete Letter # 1 x 1 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Chick-fil-A Southcenter Parkway Project Address:17333 Southcenter Pkwv. Tukwila. WA Contact Person: Carlos Arias Phone Number: 951-970-9138 Summary of Revision: See attached response letter. RECEIVED CITY OF TUKWILA MAR 15 2098 PERMIT CENTER Sheet Number(s): P-901; P-201; P-304; P-101; P-250 "Cloud" or highlight all areas of revision including dato_of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on % I , - W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Non -Residential Sewer 1, ,e Certification Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 17333 Southcenter Pkwy Property Street Address Tukwila WA 98188 City State ZIP Chick-fil-A, Inc Owner's Name 156a5_Alton Pkwy Owner's Mailing Address Irvine City 404-305-3467 CA 92618 State ZIP Owner's Phone Number including Area Code 951-970-9138 Property Contact Phone Number including Area Code Party to be Billed (if different from owner) 15635 Alton Pkwy Address Irvine City CA 92618 State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower _ 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 1 Hose bibb (interior) 2.5 • 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 5 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 1 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 RCE King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 2623049066 Subdivision Name Subdiv. # Building Name (if applicable) Ethan Allen City or Sewer District City of Tukwila Lot # Block # Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? QI Yes Q No Was structure on Sanitary Sewer? Q Yes ❑ No Was Sewer connected before 2/1/90? El Yes ❑ No Sewer disconnect date Type of structure demolished Commercial, wood frame Request to apply demolition credit to multiple structures? ❑ Yes ( No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: RECEIVED Estimated Wastewater Dischargc.ITY OF T U K W I L A 1500 Gallons/days MAR 1 5 Residential Customer Equivalents (RCE): 2018 187 gallons per day equals 1.0 RRE.RMIT CENTER Total Discharge (gal/day) _ 187 8.02 RCE C. Total Residential Customer Equivalents: (add A & B) AI .5 +B 1 8.02 8.52 Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5596. I understand that the information given is correct. i understand that the capacity charge levied will tie-pt fi on this information. I understand that any deviation may result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative _ Date 3 Jos / l 161Q6959w nonres_sewer cap chg_1059.fidd White - King Coun Yetlow - Local Sewer Agency Pink - Sewer Customer (Rev.10/16) 41). Non -Residential Sewer Use Certification DI7- U3I3 Sewage Treatment Capa j Charge fj 7 ,O f Li j To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 17333 S aur cefei' f U Property Street Address /� City nit ke,1/ -A WA State ZIP rt!CK- F1 L - A, five. Owner's Name J563S #41-T.9"/ / SU/TE Owner's Mailing Address b2, 713(1 V/Ai& 3� 679 7200 Owner's Phone Number including Area Code 09.67 970 —91Sg Pr arty ontact Phone Number including Area Code C State 92-0/S ZIP Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 2 Q 2. Sink, Clinic flushing 8 8 Sink, kitchen 3 3 2 1.5 4 4 Sink, other (service) Sink; 13.5'h f-ougt$2 _.c rd.2 my_ ___ - A. 3 Urinal, flush valve, 1 GPF. 5 2 1 i Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units 20 = • 3S RCE King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # -262-3011066 Subdivision Name Subdiv. # Lot # Block # Building Nana (if applicable)6114A-.N A -4.4 .1r41/41 City or Sewer District Date of Connection / 177 Side Sewer Permit # Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? 1321Yes ❑ No Was structure on Sanitary Sewer? [✓]'Yes ❑ No Was Sewer connected before 2/1/90? d❑•Yes ❑ No Sewer disconnect date Type of structure demolished 00/414612Z444, (/t/opr �2Amc Request to apply demolition credit to multiple structures? ❑ Yes Fr No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) T pe of Facility/Process: tzct t- P -r Estimated Wastewater Discharge: 7 76 Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE PERMIT CENTER Total Discharge (gal/day) _ RECEIVED UKWILA JAN 302018 187 14 '4 RCE C. Total Residential Customer Equivalents: (add A & B) A . 35 +B = I '4 . `i I Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that any deviation r»1ay result in a revised capacity charge. Signature of Owner/Representative t� rase Print Name of Owner/Representative ()a.t gf� 1610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer Date J- ZZ.- /8 (Rev. 10/16) •ElEa•, 61, ENGINEERED STRUCTURES INC Home Lspaiiol Contact Search L&I A -Z Index ilelp Page 1 of 3 My L&1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of `, Labor & Industries ENGINEERED STRUCTURES INC Owner or tradesperson Principals C T CORPORATION SYSTEM, AGENT NELSON, NEIL WALTER, MEMBER HILL, THOMAS DEAN, MEMBER SHOCKLEY, ROB HAMILTON, MEMBER ECKHARDT, JAMES L, PRESIDENT (End: 11/22/2010) ECKHARDT, NELLIE R, VICE PRESIDENT (End: 11/22/2010) Doing business as ENGINEERED STRUCTURES INC WA UBI No. 600 574 197 3330 E LOUISE DRIVE, SUITE 300 MERIDIAN, ID 83642 208-362-3040 Business type Corporation Governing persons JAMES L ECKHARDT THOMAS D HILL; 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. ENGINSI152K2 Effective — expiration 05/22/1985— 05/29/2020 Bond Fidelity & Deposit Ins Co of Maryland Bond account no. 9140542 $12,000.00 Received by L&I Effective date 03/06/2015 03/01/2015 Expiration date Until Canceled Bond history Insurance ............................. National Union Fire Ins of PA Policy no. GL3292147 $1,000,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600574197&LIC=ENGINSI152K2&SAW= 7/23/2018 ENGINEERED STRUCTURES INC Received by L&I Effective date 08/29/2017 09/01/2016 Expiration date 09/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 365,998-01 ................................ Doing business as ENGINEERED STRUCTURES INC Estimated workers reported Quarter 1 of Year 2018 "31 to 50 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 01/30/2018 Inspection no. 317947864 Location 1690 SE Harvest DR. Pullman, WA 99163 Inspection results date 06/23/2017 Inspection no. 317944700 Location 1400 164th St SW Lynnwood, WA 98087 Inspection results date 10/11/2016 Inspection no. 317942473 Location 2041 148th NE Bellevue, WA 98007 No violations No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600574197&LIC=ENGINSI152K2&SAW= 7/23/2018 ENGINEERED STRUCTURES IN(' Inspection results date 07/29/2014 Inspection no. 317318665 Location 14300 1st Ave S Burien, WA 98168 Inspection results date 07/09/2014 Inspection no. 317378032 Location 14300 1st Ave S Burien, WA 98168 Violations No violations Page 3 of 3 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600574197&LIC=ENGINSI152K2&SAW= 7/23/2018 D c 5/29/2018 2:25:34 PM PIPE MATERIAL SCHEDULE AG: ABOVE GRADE„ BG: • BELOW GRADE SERVICES % / , d / . /moo/`'`c'/moo/ PIPE MATE r.._ i / is / / / ' /' /kc, l�;/ 4 ‘-°// ci?e/<<;,/ / 4z4 -)///4k ,:(1/2c, ,(°/e-//44,-/44 8/6/ / / / / 4,-/ F. WASTE AG BG o IAPMO IS 6-95 IAPMO IS 6-95 VENT AG SEE WASTE PIPE BG PIPING LEGEND SANITARY WASTE GREASE WASTE SANITARY VENT SS GW WHERE ABSOLUTELY NECESSARY TO FLAT VENT, VENT FITTINGS WILL BE DRAINAGE FITTINGS AND A WALL CLEAN-OUT WILL BE ADDED TO THE VENT RISER. CONCRETE OR ASPHALT, BY OTHERS. REFER TO VAPOR BARRIER AND VENTING PLANS (VC -XX) FOR ADDITIONAL PLUMBING REQUIREMENTS KITCHEN EQUIPMENT NO. SEE KITCHEN EQUIPMENT SCHEDULE2IP-303 FOR EQUIPMENT DESCRIPTIONS. CLEAN OUT AND COVER, P-15, / PRIME AND PAINT FLAT BLACK. CONCRETE OR EARTH FILL, BY OTHERS. SANITARY SA\ C. N TS PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP. 1 c. OUTSIDE 3UILDI\G S EET \OYES 1. COORDINATE INSTALLATION OF SANITARY PIPING WITH FOOTINGS IN THE FIELD. SLEEVE PENETRATIONS IN FOOTINGS WITH PVC . 2. WHERE REQUIRED B Y LOCAL AUTHORITY HAVING JURISDIC TION, PROVIDE SAFE—WASTE SYSTEM AS OUTLINE INSTATE AND LOCAL CODE AMENDMENTS. 3. ALL WATER PIPING INSTALLED WITHIN EXTERIOR WALLS SHALL B E LOCATED ON THE INTERIOR SIDE OF THE INSULATION. 4. ALL SEWER AND GREASE WASTE PIPING TO B E 3” UNLESS NOTED OTHERWISE HEREIN OR AS NOTED ON P-303 FOR END RUN FIXTURE C ONNEC TION SIZES. 5. ALL VENT PIPING TO B E 2" DIAMETER UNLESS NOTED OTHERWISE HEREIN OR AS NOTED ON P-303 FOR FIXTURE . END RUN C ONNEC TION SIZES. 6. ALL SANITARY SEWER, GREASE WASTE, VENT, CONDENSATE, ROOF DRAINS AND INDIRECT DRAINS ARE TO SLOPE AT A MINIMUM OF 1/4" PER FOOT. 7. COORDINATE VENT TERMINAL LOCATIONS WITH FRESH AIR HOODS ON ROOFTOP EQUIPMENT SO AS TO MAINTAIN MINIUM 15-0" C LEARANC E. VENT CLEAN OUTS WALL 6 MIN. �— SINKS B8, l,J SANITARY SEWER (DISHWASH D1 SIMILAR) FLOOR DRAIN PER UPC r SECTION 704.3 r FIN FLOOR <EY\3TES 0 1 INSTALL FLOOR DRAIN P-35 AT MOP SINK #370 WITH TOP OF STRAINER C-7" B FF. 2 PROVIDE SINGLE 3" CLEEANOUT WITH TWO 3 DRAIN DISCHARGE FROM WATER HEATER SYSTEM (350) TO P-29 FLOOR SINK. LE `, P SEFrflTAI 4k P2 NOTE: POT SINKS, SCULLERY SINKS, DISHWASHING SINKS, SILVERWARE SINKS, COMMERCIAL DISHWASHING MACHINES, SILVERWARE - WASHING MACHINES AND OTHER SIMILIAR FIXTURES SHALL BE CONNECTED DIRECTLY TO THE DRAINAGE SYSTEM. A FLOOR DRAIN SHALL BE PROVIDED ADJACENT TO THE FIXTURE AND THE FIXTURE SHALL BE CONNECTED ON THE SEWER SIDE OF THE FLOOR DRAIN TRAP. PROVIDED THAT NO OTHER DRAINAGE WASTE LINE CONNECTED BETWEEN THE FLOOR DRAIN WASTE CONNECTION AND THE FIXTURE DRAIN. THE FIXTURE AND THE FLOOR DRAIN SHALL BE TRAPPED AND VENTED AS REQUIRED BY CODE. FL00'DAI\ AT POT SI\ N TS —WAY C .0. TEE. TYPICAL AT (P-19) AND WATER FILTRATION 5 TO GREASE INTERCEPTOR. SEE CIVIL FOR CONT. SEE DETAIL 4/P2.11 FOR GREASE INTERCEPTOR DETAIL. 6 SEE CIVIL FOR CONTINUATION. 7 1-1/2" VENT TO ADJACENT STRUCTURE MINIMUM HEIGHT PER UPC 2006,ANC HOR PER SMAC NA SEISMIC STANDARDS. 8 METHOD OF DRAINAGE AT REFUSE PAD WHEN AREA DRAIN IS SHOWN ON CIVIL PLANS, SEE FIXTURE P-32 SPECIFICATION ON DRAWING P-7.1 FOR MAKE_ AND MODEL OF DRAIN. DRAIN AND PIPING PROVIDED AND INSTALLED BY CHICK—FIL—A SITE CONTRACTOR. /4\ (1' iyo'2\ 7'9\ \ FT - 777.1777, 2 0 e. 6"SS P-15 6" GW P-36 II II 11 P-5 4" G inimiceaust (50 F.U.) 4" GW 4" VTR (54 F.U.) 4" FCO P-14 4"SS amp ,21 ' GW / REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include adQional plan review fees. j P-37 P-37 pennit r/F: C1PY 01 P-37 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 Cop conditions is wledged: By: Date: City of Tukwila BUILDING DIVISION SEWH A\D PLA SEPARNrE. PEWIT REQyIRED FOR: dyiectianical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FoR CODE COMPLIANCE APPROVED 021 f3 City of Tukw la BUILDING DIVISION CORRECTION LTR# RECEIVED CITY OF TUKWILA MAY 30 2018 PERMIT CENTER II 0 I 4 3 1 A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 5-17-2018 2 co co • 1— o 0 la CO FSR# 04094 REVISION SCHEDULE NO DATE DESCRIPTION 1 4 5 02-26-18 AGENCY REVISIONS 5-11-18 Restroom Rev. 5-29-18 AGENCY REVISIONS ARCHITECTS PROJECT # PRINTED FOR CONSTRUCTION DOCUMENTS cf) DATE Issue Date Z DRAWN BY U.1 Designer 2 Information contained on this drawing and in all digital files produced for above named project O may not be reproduced in any manner without • express written or verbal consent from ‘--/ authorized project representatives. CI SHEET z • SEWER AND VENT • PLUMBING PLAN 0 SHEET NUMBER 0 0 P-101 5/29/2018 2:25:46 PM E PIPE MATERIAL SCHEDULE AG: ABOVE GRADE BG: BELOW GRADE SFRVIC PIPE MATERIALS J / / �' j/ / /c) -� QQ / QQ ��' P F r.4 A P K WATER AG 0 APMO IS 3-93 El BG O APMO IS 3-93 El PIPING LEGEND CW - COLD WATER HW - HOT WATER HWR - HOT WATER RETURN FW - FILTERED WATER, TO P-30 & CARBONATORS FW2 - FILTERED WATER, TO COFFEE, TEA & ICE TRAP PRIMER WATER BELOW SLAB BALL VALVE, LINE SIZE, FULL PORT DOMESTIC WATER CALCULATION WATER INFO:CITY OF DEPARTMENT OF PUBLIC WORKS 206-431-2441 LOSSES P.S.I. AVAILABLE AT STREET 145/150 SIZE 1 P.S.I. LOSS THRU 1-1/2" WATER METER @ 64 GPM <6> P.S.I. LOSS THRU 1-1/2" BACKFLOW PREVENTER <15> P.S.I. LOSS THRU 2" P.R.V, SET @ 70 P.S.I. 10 LOSS DUE TO BLDG. HT 12 FT. X .43 5.1 P.S.I. REQUIRED FOR FIXTURE 35 TOTAL PRESSURE LOSS 50.1 PRV AT BUILDING SET TO - 70 PSI P.S.I AVAILABLE FOR FRICTION LOSS (70-50.1) 19.9 AVAILABLE P.S.I. 19.1 x100 = P.S.I./ 100 FT. 5.1 SYSTEM SIZED ON 3.9 PSI G LOSS PER 100 FT LENGTH OF RUN = 390 FT. 300 FT. + 30% (FITTINGS) = 390 FT. WLF7RU22D COLD WATER @ 8 FPS HOT WATER @ 5 FPS PIPE SIZE G.P.M. F.T. F.U. F.V. F.U. VEL. PIPE SIZE G.P.M. F.T. F.U. F.V. F.U. VEL. 1/2" 2 1. _ 8 FPS 1/2" 2 1 _ 5 FPS 3/4" 6 7 _ 3/4" 6 7 _ 1" 11 15 - 1" 11 15 - 1-1 /4" 20 30 - 1-1/4" 20 30 - 1-1 /2" 30 54 13 1-1/2" 25 42 - 2" 65 205 95 / 2" 45 107 - - 2-1/2" 110 431 295 2-1/2" 110 431 - WALK-IN CONDENSATE PIPING NOTES:. INSTALL PIPING TIGHT TO WALL SO AS NOT TO INTERFERE WITH COOLER AND FREEZER SHELVES. PROVIDE UNION FITTINGS IMMEDIATELY DOWNSTREAM OF CONNECTION TO EVAPORATORS. NOTE TO WATER HEATER INSTALLER: POSITION VALVES AND TRIM IN WATER HEATER CLOSET SUCH THAT VISIBLE OBSERVATION OF VALVES AND TRIM IS UNOBSTRUCTED AND SUCH THAT ACCESS FOR OPERATION OR REPAIR IS POSSIBLE WITHOUT USE OF STEP LADDERS OR ANY NEED TO DISASSEMBLE ANY COMPONENTS. BACKFLOW CHART FIXTURE PROTECTED BFP MAKE BFP MODEL # SIZE 1 V= Tr (.375)"2 .44178 .44178`12 5.3014 CARBONATOR WATTS SS009M3-QT 3/4" ,-- 1 -1 1/2" IN COFFEE WATTS WLF7RU22D TEA BREWER WATTS WLF7RU22D 1/2" ICE MACHINE WATTS WLF7RU22D 1/2" P-11 P-6 n`. LL M I I ......._. 3/4 " FW2 _......._...._..._..-_..-1 " H W=( 7.5 F.U.)- ...._.....__.._ r... 3/4" FW 3/4" CW --(P-105 F.U.) ' P-6 0 • N P-37 1" HWr( 10.5 F.U. PRESSURE 145/150 1 -1 /2'j METERMETER PROTECT:SIZE REO'D YES NO FIX. UNITS 88.25 FU GPM 68 ELEV 12 CALCULATION BASIS 3.9 PSI/100F 3/4 COUNT -OK ✓ NOT OK PIPE: COPPER GALV OTHER C PVC DEV. LENGTH 312 GAS PIPING ON ROOF SHALL BE GALVANIZED STEEL, NOT B LAC K KITCHEN EQUIPMENT NO. SEE (XX) KITCHEN EQUIPMENT SCHEDULE ON DWG P6-1 FOR EQUIPMENT DESCRIPTIONS. UNLESS NOTED OTHERWISE, WATER PIPING SHALL BE COPPER OR CPVC AS LISTED IN SPECIFICATIONS. SEE SPECIFICATIONS ON DRAWING P7-1. NON PORTABLE WATER IS NOT FOR USE WITH ANY OF THE PLUMBING SYSTEM SHOWN HOT WATER DELIVERY TIME CALC. MAXIMUM DEADLEG OF HW 3/4" PIPING 15' SIZE OF PIPE 3/4" V= Tr (.375)"2 .44178 .44178`12 5.3014 5.3014/231 0.0229 GALLONS PER FOOT OF 3/4" PIPE 0.0229 0.60 / .023 26 MAXIMUM LENGTH OF DEADLEG ALLOWED 26' P5 -._. HW-(6FU�. \ ' / i SHEET \OTES 1. HOLD ALL PIPING B AOVE THE CEILING TIGHT OT STRUCTURE. DUCT LOCATIONS TAKE PRIORITY. SEE DRAWING M-201 FOR DUCT LAYOUT. COORDINATE CONFLICTS WITH GC. 2. SEE K -SHEET EVEVATIONS FOR KITCHEN EQUIPMENT WATER PIPING ROUGH -IN LOCATIONS. 3. SEE SHEET P-211 FOR BEVERAGE CONDUIT PIPING. 4. VERIFY WALL THICKNESS AT EXTERIOR HOSE B IB B S PRIOR TO ORDERING EQUIPMENT. 5. THE HOT WATER HEATER WILL BE COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120° F TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC. ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE. REFER TO P-304 FOR WATER HEATER SIZING C ALC ULATION. 6. ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100° F. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT AC TIVATION. 3/4" HW & CW DOWN TO EACH P-9 FAUCET. - P-5 1" CW( 7 F.U.) P-10_ 1" CW=(9 F.U.1 P-10 P-10 .. 1 1/4" HX 12 F.U.) 1 1/4" C\i( 12 F.U.) 1 1/4" CW/ :.,x-14 F.U.) 1/4" HW 1425 1425 F.U.) P-30 / \/ \:..p. Ate <EY\OTES 0 1 OWNER PROVIDED, PLUMBER INSTALLED WATER FILTERS. SEE DETAIL 5/P4.01. 2 FW AND FW2 FROM WATER FILTERS. SEE DETAIL 5/P-303. 3 SEE CIVIL FOR CONTINUATION. 4 1/2" C W DOWN TO TRAP PRIMER, P-33. SEE 1/P-101 AND 1/P-302. 5 PROVIDE WATTS STAINLESS STEEL RP BACKFLOW PREVENTER MODEL NO. 3/4" SS009M3-QT-S AT CARBONATORS. DRAIN RELIEF VALVE TO ZURN MODEL AG AIR GAP FITTING TO APPROVED FLOOR SINK. OWNER PROVIDED, PLUMBER INSTALLED STOP/BFP PANEL. SEE K -SHEET ELEVATIONS FOR EXACT LOCATION. PROVIDE EXPOSED 3/4" B ALL VALVE AT CONNECTION TO PANEL. ROUTE 1" PVC DRAIN FROM FAC TORY PANEL DRAIN C ONNEC TION TIGHT TO WALL AND OUT THRU EXTERIOR WALL 1'-0" AFF. TERMINATE WITH ELBOW AND INSECT SC REEN. 6 1/2" C W & HW TO P-16 TEMPERING VALVE WITH B ALL VALVE SHUT OFF FOR C ONNEC TION TO EC OLAB DETERGENT DISPENSER. MOUNT IN C ENTER OF WALL AT 3'-0" AFF. PROVIDE B ALL VALVES IN SUPPLIES ABOVE CEILING. 7 3/4" FW DOWN TO P-24 & P-34 AT COFFEE MAKER. 8 3/4" FW2 DOWN TO P-23 STOPS & P-34 AT ICE MAKERS. SEE 2/P201. 9 3/4" FW TO P-24 & P-34 AT TWO TEA BREWERS. SEE 4/P211. 10 3/4" C W DOWN TO BELOW GRADE, TO TRASH ENCLOSURE, SEE CIVIL FOR CONTINUATION. 3/4" FW2 DOWN IN WALL. SEE 1/P-302 FOR CONTINUATION. Y2' FW2 WITH P-23 STOP AND P-34 BFP. SEE DETAIL 4/P211. EXTEND 44' OPEN AIR VENT 2" ABOVE TEE BRANCH. TYPICAL. 1 44" COPPER DRAIN LINE CONNECT 3/4" COPPER DRAIN AT BOTTOM OF BIN. SUPPORT FROM BIN. ( 2.25 F.U.) .:.P-10 INDIRECT WASTE TO FLOOR SINK WITH AIR GAP. D ICE MAC ,\. (JO i► a I\E TUBING DOWNSTREAM OF BFP PROVIDED AND INSTALLED BY ICE MAKER INSTALLER. ICE MAKER INSTALLER TO CONNECT TUBING TO ICE MAKER AND BFP'S AND PROVIDE ADAPTER FITTINGS NEEDED TO DO SO. P-29 PIPI\v ICE MAKER 1J 3802 STORAGE BIN 380, ICE MAKER INSTALLER SHALL BE RESPONSIBLE FOR INSULATING THE ICE MAKER DRAIN LINES WITH ARMACELL NP ARMAFLEX, %2" WALL THICKNESS. N/S 47777 / /' • P-29 3/4" HWR ® P-38 (( \ (.) C., 06 E'- •: P-19 1 1/2" CW =( 20.5 F.U.) -1 1/2" CW=( 23.5 F.U.) `3/4" CW (6.5 F.U.) _1" HW 4.5 F.U. :`- P 10: 3/4" FW / 3/4" FW / 1 112" CW=( 24.5 F.U./)- 3/4" .0 ) 3/4" FW2 ftC P 1 2 II 7 -1" " HW WATER PIPING PLA\ 1/4"=1'0" P-37 .m } P-2 i I_/ L>_ 2 P-37 I x-11&) � 1 1 /2" C.V1 / (10 F.U.) I 2" CW \ (13 F.U.) \ 11 j _L ID_ i (15.75 F.U. 1 1/4" HW 1 WATER FILTER ASSEMBLY SELECTO # CFA -T2 1 P-10 2" CW( 54.5 F.U.):, QP -29 -- ( 17.25 F.U.) U IZ CV N M P-4 _r. II 7 / li 1 1/2" CW-/ 1 1 /2" CW - 12 F.U.) (7 F.U.) \ • P-37 5 F.U. P-37 2" CW ( 17 F.U. /. \ P- P-37 P -2 P-11 ..._7 Tj 0 ilia, -- REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION, RECEIVED CITY OF TUKWILA MAY 30 2018 PERMIT IT C EN TER R E D A A Chick-fil A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 5-17-2018 d o a cocn M E. FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS 4 5-11-18 Restroom Rev. 5 5-29-18 AGENCY REVISIONS ARCHITECT'S PROJECT # PRINTED FOR CONSTRUCTION DOCUMENTS (/) DATE I- Issue Date Z DRAWN BY We Designer C Information contained on this drawing and in all D digital files produced for above named project 0 may not be reproduced in any manner without 0 express written or verbal consent from authorized project representatives. CI SHEET z WATER PIPING PLAN 1- U ix SHEET NUMBER 1- o P -201 2/26/2018 5:06:51 PM 4" SCHED 40 PVC BEVERAGE CONDUIT DOWN IN WALL. START ABOVE CEILING AND TURN OUT THRU WALL TOWARDS DRIVE THRU DRINK TOWER AT 0'-10" ABOVE FINISHED FLOOR INTO CABINETRY. SEE BEVERAGE CONDUIT NOTE #5 AND #6.-- / (4)-6" BEVERAGE CONDUITS TIGHT TO STRUCTURE. SEE BEVERAGE CONDUIT NOTE #2. - -77 OVERHEAD 3" DIA SCHED 40 PVC CONDUIT FOR CO2 FILLNENT TUBING. SEE BEV CONDUIT:NOTE #4 THIS SHEET. - IA STUB -OUT AT EK4OTE FILL- OX. SEE DETAIL #5 THIS SHEET. 3" DIA SCHED 40 PVC SWEEP TURNED D.0 WITH DROP THROUGH ACT ABOVE BULK, TANK. SEE ARCHITECTURAL REFLECTED CEILI G PLAN FOR PRECISE LOCATION. DETAI •5 THIS SHEET. .......... THREE (3) 6" DIA SCHED 40 BEVERAGE CONDUITS UP FROM BELOW SLAB. EXTEND WITHIN WALL, TERMINATING ABOVE CEILING WITH 45 DEGREE ELBOW AND SHORT PIPE STUB EXTENDED JUST THROUGH SMOKE BARRIER. COORDINATE WITH DEVICES, CONDUITS, AND FIXTURES FROM OTHER DISCIPLINES DURING PRE -CONSTRUCTION MEETING.' BELOW SLAB BEVERAGE CONDUIT. 6" DIA SOLID -WALL SCHED 40 BEVERAGE CONDUIT WITH LONG RADIUS ELBOWS. NO FOAM CORE ALLOWED. CAP EACH END DURING ROUGH -IN TO ENSURE PIPING INTERIOR REMAINS DRY AND WATER -TIGHT DURING CONSTRUCTION. TURN 6" DIA SCHED 40 BEVERAGE CONDUIT UP THROUGH SLAB. EXTEND 8" ABOVE SLAB SURFACE AND CAP WATERTIGHT FOR REMOVAL LATER BY BEV SYSTEM OR MILLWORKS INSTALLER. SEE 1/P221 FOR PRECISE LOCATION. TYPICAL OF THREE. j3 I r-, BEVERAGE CONDUIT 1/4"=1'-0" INTERIOR WALL 4 QUICK CONNECT TUBING CONNECTING FLARE ADAPTER TO BREWER IS PROVIDED BY CHICK-FIL-A WITH EACH BREWER AND SHALL BE INSTALLED BY PLUMBING CONTRACTOR. PIPE CLAMPS AND BRACKETS PER SPECIFICATIONS. SEE 1/P901. 1/2" MIP ADAPTER P-24 ANGLE STOP AND 1/2" ESCUTCHEON 5'-0" AFF. 1/2" IPS X 2" LONG CHROME NIPPLE P-34 BACKFLOW PREVENTER ADJUST STANDOFF LENGTH BY REMOVING FLANGE AND CUTTING STANDOFF TO PROPER LENGTH. RE -ATTACH FLANGE AND TIGHTEN SET -SCREW. SECURE ALL SET -SCREWS WITH LOCKTITE. T & S MODEL B-0110 FLANGED WALL BRACKET. SEE P-34 SPECIFICATION. 1/2" IPS X 2" LONG CHROME NIPPLE FLARE ADAPTER: 1/2" FIP X 3/8" FLARE AT COFFEE. 1/2" FIP X 1/4" FLARE AT TEA. PROVIDE 2X4 BLOCKING WITHIN WALL. SECURE FLANGE TO WALUBLOCKING WITH 1-1/2" STAINLESS STEEL FLAT HEAD WOOD SCREWS. CO,FFEE & TEA BREWER STOP & BFP NTS 2. BEVERAGE CONDUIT NOTES • 1. ROUTE BEVERAGE SYSTEM PIPING OVERHEAD FROM THE BEVERAGE RACK TO DRINK TOWERS IN FOUR (4)-6" DIA SCH 40 PVC DWV CONDUITS. ALL CONDUIT SHALL BE HELD TIGHT TO STRUCTURE AND SUPPORTED WITH THREADED ROD AND CLEVIS HANGERS AT NTERVALS SHOWN IN PECIFICATION FOR HORIZONTAL OVERHEAD PIPING. COODRINATE ROUTING WITH THE GENERAL CONTRACTOR TO AVOID MECHANICAL AND ELECTRICAL SYSTEM. SEE 1/P-101 AND 1/P-221 FOR BELOW SLAB BEVERAGE CONDUIT. 2. COORDINATE ROUTING OF ALL CONDUITS WITH HVAC DUCT IN KITCHEN. SEE SHEET M-201 FOR LOCATION OF AC UNITS AND DUCT ROUTING. 3. TURN THE 6" DIA CONDUIT DOWN THROUGH THE CEILING AT THE BEVERAGE RACK AND PROVIDE CHROMED ESCUTCHEONS AT CEILING PENETRATIONS. TERMINATE OPPOSITE END ABOVE CEILING WHERE SHOWN ON PLANS. 4. COORDINATE BULK CO2 REMOTE FILL BOX LOCATION WITH LOCAL COMPRESSED GAS VENDOR. LOCATE BOX ON EXTERIOR WALL BEHIND CO2 TANK. COORDIANTE ROUTING OF REMOTE FILL TUBING WITH VENDOR AND GENERAL CONTRACTOR. 5. AT 4" DIA CONDUIT DROP IN DRIVE THRU AREA, PROVIDE 1/8TH BEND FITTING WITH SHORT PIPE STUB AT BASE OF DROP, CUT STUB AND FITTING FLUSH WITH FINISHED WALL. 6. FOR BEVERAGE CONDUIT PENETRATING SMOKE BARRIER ABOVE CEILING AT KITCHEN WALL, PROVIDE 45 DEGREE FITTING JUST ABOVE CEILING WITH SHORT PIPE STUB EXTENDING BEYOND FACE OF SMOKE BARRIER SHEATHING. 7. INSTALL CONTINOUS CONDUIT FROM CO2 FILL -BOX LOCATION TO BULK CO2 TANK AS SHOWN ON PLANS AND DETAILS. COORDINATE 4" CONDUIT WALL STUB INSTALLATION CLOSELY WITH GENERAL CONTRACTOR. PRIOR TO COVERING UP CONDUIT, VERIFY WITH GENERAL CONTRACTOR THE FULL LENGTH OF FILLNENT TUBING MAY BE INSTALLED AND SUBSEQUENTLY REMOVED FROM CONDUIT. SEE PLAN AND DETAIL #5 THIS SHEET. LONG RADIUS ELBOWS AT ALL / TURNS, TYPICAL. CO2 FILL -BOX PROVIDED BY CFA AND MOUNTED ON WALL BY GENERAL CONTRACTOR. CO2 FILL TUBING AND VENT LINES PROVIDED, INSTALLED AND CONNECTED BY CHICK-FIL-A'S LOCAL CO2 VENDOR. 4" DIAMETER STUB -OUT WITH ORANGE TEST CAP FOR CO2 FILLNENT TUBING. SEE ARCHITECTURAL DRAWINGS FOR PRECISE LOCATION OF FILL -BOX. ALIGN CENTER OF STUB -OUT WITH CENTER OF FILL -BOX AS DIMENSIONED ON ARCHITECTURAL SHEETS. CO2 FILL BOX. SHOWN HERE FOR REFERENCE ONLY. EXTEND 4" DIA CONDUIT STUB -OUT BEYOND / FACE OF BRICK. (GC TO TRIM STUB -OUT FLUSH WITH FACE OF BRICK PRIOR TO MOUNTING FILL BOX.) SECURE DROP WITHIN 6" ABOVE ACT WITH STRUT AND CLAMP. PROVIDE ADDITIONAL BLOCKING AS NEEDED. SERVICE 3" DIA SCHED 40 PVC OVERHEAD CONDUIT INSTALLED TIGHT TO BOTTOM OF STRUCTURE. EXTEND CONDUIT 3" BEYOND FACE OF ACT, SECURED WITH EXCUTCHEON PLATE. SPLIT -RING ESCUTCHEONS ARE NOT ALLOWED. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR PRECISE LOCATION OF CONDUIT PENETRATION. GENERAL CONTRACTOR SHALL PROVIDE AND TRIM ACT TO FIT CONDUIT, INSTALL ACT IN CEILING GRID AND ATTACH ESCUTCHEON PLATE. 3 X4 PVC QUARTER BEND FITTING. El 113 CO2 FILLNENT CONDUIT AND FILL -BOX INSTALLATION NTS CO2 BULK TANK. SHOWN HERE FOR REFERENCE ONLY. 1D 6 SPOT WELDS - 1.90 i2? ELBOW a) HINGE NTS 4.12 ref. ®a BARREL LOCK ® NOZZLE ON REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION 1.30 I.1 ref. 1 REVIEWED FO CODE COMPI.ANCE APPROVED MAY 8 18 City of TukwilaBUILDING GJVISlc;?': D Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 Q U 17333 Southcenter Parkway Tukwila, WA 98188 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 A C 4 0) 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 1 . 5 2018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer tall Information contained on this drawing and in all digital files CD produced for above named project may not be reproduced in any manner without express written or verbal consent from �� authorized project representatives. SHEET L.. BEVERAGE CONDUIT 13. PLAN SHEET NUMBER P-211 2/26/2018 5:02:57 PM NOTE OF SPECIAL IMPORTANCE: BELOW -SLAB BEVERAGE CONDUIT SHALL BE 6" DIAMETER SCHED 40 DWV SOLID WALL, NO FOAM CORE ALLOWED. USE LONG RADIUS ELBOWS (A.K.A. SWEEPS) ON ALL BEVERAGE CONDUIT. PLEASE NOTE BEVERAGE CONDUIT ROUGH -IN LOCATIONS ARE MEASURED TO THE FRACTION OF AN INCH. CARE MUST BE TAKEN WHEN INSTALLING 6" DIAMETER CONDUIT LOCATED WITHIN A 2X8 WALL. THE MARGIN FOR ERROR IS ONLY 1/16TH INCH. P-36 X=10' - 3" Y=37' - 11" VENT X=8' - 3" Y=37' - 11" VENT X=8' - 3" Y=30' - 1" P-29 X=9' - 2" Y=28' - 5" VENT X=8' - 3" Y=27' - 6" VENT X=8' - 3" Y=26' - 2" VENT X=3' - 7" Y=20' - 2" L®J IMPORTANT NOTE TO INSTALLER EXERCISE CAUTION WHEN LOCATING ROUGH -INS AT: -DRIVE THRU AREA -CUSTOMER WAIT AREA DO NOT PULL TAPE FROM THE SLAB EDGE AT THESE AREAS WITHOUT COMPENSATING FOR DIFFERENCE IN OFFSETS. NOTE OFFSET AT BACK CORNER OF BUILDING. 'ENT =1911 =34' P-37 X=11' - 5" Y=29' - 10" P-44_ ... . X=11'-7 Y=26' - 2" 6" BEV COND X=10'-5" Y=20' - 3" 3/4"- CW X=11'.._7" _. Y=20'-- 4" ___. VENT._ X=11'..-_3". Y=20' - 3" VENT X=7' - 9" Y=20' - 2" 6" BEV COND X=9'-1" Y=20' 3" 6" BEV COND 6" BEV COND P-37 X=9'-8" X=12'-11" X=20'-10:' Y=20' - 3" Y=10' - 8" Y=9' - 7" 5 P-36 X=3' 6" Y=11'-2" --Origin X=0' - 0" Y=0' - 0" 1 6" BEV COND X=6' - 0" P-36 Y=10' - 8" X=9' - 7" Y=11'-2" 40 6" BEV CONC X=12'-2" Y=10'-8" SLAB ROUGH IN PLAN 1/4"=1'0" P-36 X=15'-5" Y=11'-2" VENTSD X=28'- 0�� Y=37' - 10" X=30'- 8�� Y=37' - 10" VENT X=34'- 4�� Y=37' -10" 3/4" CW X=34' - 8" Y=37' - 9" P-10 X=28' - 0" Y=32' - 9" VENT X=19' - 7" Y=19' - 4" P -29A X=30' - 9" Y=26' - 6" VENT X=20' - 10" Y=18' - 9" VENT X=51' 0" Y=37' - 9" P.-1 0 X=51' - 0" Y=32' - 9" P -13B X=57' - 2" Y=28' - 1" VENT X=64'-1�� Y=37' - 10" VENT VENT X=74'- 6�� Y=37' - 10" P-10 P-35 X=81' - 8" Y=36' - 7" VENT --- nG ..i ,o VENT CW X=43'8"APPLIES Y=14'7" P-10 #3 X=30' - 9" X=37' - 0" X=37' - 0" X=43' - 3" X=51' - 0" X=51' - 0" Y=18' - 8" Y=18' - 8" Y=22' - 1" Y=18' - 8" Y=18' - 8" Y=22' - 1" FLOOR FIXTURE ELEVATIONS IMPORTANT: INSTALL THE FLOOR FIXTURE SUCH THAT THE TOP -OF -RIM ELEVATION IS AS FOLLOWS: FIXTURE P-10 P-29 .... P-35 P35 .. P-36 P-37 TYPE FLOOR DRAIN ICE BIN FLOOR SINK RESTROOM FLOOR DRAIN MOP SINK DRAIN INDIRECT WASTE RECEIVER FLOOR DRAIN RIM ELEVATION 1/2" BFF 3/4" BFF 1/4" BFF 7" BFF 1/4" BFF 1/4" BFF NOTE: FIXTURE RIM/GRATE SHALL SET BE FLUSH WITH ADJACENT FLOOR. SEE ARCHITECTURAL PLANS FOR FLOOR SLOPE AT SLAB DEPRESSION FOR FIXTURES INSTALLED BELOW FINISHED FLOOR ELEVATION. FLOOR FIXTURES NOT LISTED HERE SHALL BE INSTALLED FLAT AND FLUSH WITH FINISHED FLOOR ELEVATION. MOP SINK NOTE IMPORTANT: INSTALL P-35 FLOOR DRAIN WITH TOP OF DRAIN 0'-7" BFF. COORDINATE WITH GENERAL CONTRACTOR. SEE ARCHITECTURAL AND STRUCTURAL PLANS. SDVENT X=60'- 0" " Y=37' - 10" X=64'-1�� Y=37' - 10" VENT X=71' - 5" Y=37' - 10" VENT X=74'- 6�� Y=37' - 10" VENT X=81' - 8" Y=37' - 10" P-35 X=81' - 8" Y=36' - 7" • VENT X=58' - Y=28' - X=62' - 10" Y=32' - 10" I 0 -2 P-37 X=66' - 7" Y=0' - 10" VENT X=67' - 7" Y=-4' - 1" P-10 X=74' - 6" Y=34' - 7" 4,: r 244 P-29 X=82' -1 " Y=30'..- _1 " VENT X=83'-5" Y=30' - 1" P-14 X=93' 4" Y=23' - 3" U COORDINATE LEGEND TYPE EXAMPLE PIPE COORDINATES #1PENETRATION #2 X=102'-1" X=108'-7" --- nG ..i ,o TO WATER PIPING ROUGH -IN ONLY. SEE P-101 FOR CONTINUATION. APPLIES TO DWV PENETRATION ONLY. CW X=43'8"APPLIES Y=14'7" VENT X=43'8"- Y=14'7" #3 X=96' - 6" X=97' - 7" :.z, 0 APPLIES TO 6" BEVERAGE CONDUIT PENETRATION ONLY. 6" BEV COND X=43'8" Y=27'3" Y=19'-7" NOTE: TRAP PRIMER PIPING NOT SHOWN ON THIS PLAN. SEE 1/P-101 FOR TRAP PRIMER LOCATIONS. NOTES ABOUT (0,0) BENCHMARK ORIGIN 1. THE (X=0, Y=0) BENCHMARK ORIGIN IS LOCATED AT THE OUTSIDE FACE OF FRAMING FOR THE EXTERIOR WALL AT THE CORNER WHERE SHOWN ON THE ADJACENT PLAN. 2. IT IS EXTREMELY IMPORTANT FOR THE PLUMBING INSTALLER TO BECOME COMPLETELY FAMILIAR WITH THE FACE -OF -FRAMING POSITION AND ITS RELATION TO THE FLOOR SLAB CONSTRUCTION PRIOR TO BEGINNING THE UNDERSLAB PLUMBING ROUGH -IN.. 3. PLUMBING CONTRACTOR SHALL REVIEW STRUCTURAL DETAIL " TYPICAL SECTION (&. EXTERIOR WALL" FOR PRECISE LOCATION OF FACE -OF -FRAMING WITH RESPECT TO THE SLAB INSTALLATION PRIOR TO LOCATING SLAB ROUGH -INS. (THIS DETAIL IS TYPICALLY FOUND ON SHEET S3.1 OF THE STRUCTURAL SET, DETAIL #5/5A.) SD VENT GWV 2" CW X=93'-6" X=102'-1" X=108'-7" X=113'-0" Y=37' - 10" Y=38' - 0" Y=37' - 10" Y=37' -1 " 0 P-10 X=95' -1 Y=32' - 3" VENT SD P-10 X=113' - 9" X=120' - 11" X=122' - 11" Y=35'1=1-3'11 Y=37' 't0"' Y=35' - 8" X=92' - 4" VENT P-29 P-29 'VENT X=95' - 1" X=102' -1 X=112' - 3" X=113' - 9" Y=29' - 2 Y=36' _9" Y=35' - 3" Y=34' - 5" P-37 X=96' - 7" Y=25' - 6 P-1 X=97' - 7" Y=20' - 9" r 74"-C1711= \C=103' C i 19' VENT X=107' - 1" Y=13' - 8" P-37 X=103' - 0" Y=9'-11" 0 P-4 X=103' - 6" Y=19' - 6" P-29 X=115',- 3 Y=34'..j 1" -P=4 X=106'; - 5" Y=19'-6" P-37 X=110'-0" Y=18' - 6" P-1 X=114'. Y=15' - !ENT X=tel'-2" Y=19' - 6" • VENT X=124' - 1 ................_.. Y 35' =":8" P 14- \ X=122' -, Y=31' -'7" i P-4 X=120' - 4" Y=29'---2". 3/4"CW :123' - 9" Y 29' - 2" P-4 X=12 Y=29 0 P-37 )0119' 3 Y=21' - 6" 2 X123' - 1" Y=15' - 10" VENT X:`123'-1" t Y=14'-7" P-1 X=117'-7" Y=15' - 10" VENT Y 14r 7�r. VENT 77 .... VENT X=119' Y=14' a , REVIEWED FOR pO E COMPLIANCE par JUN212018 City of Tukwila BUILDING DIVISION .µ __REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 8 - 18 ��i� - :J City of Tukwila -BUILDING C1VISif7,N E D B Chick-fiI-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 V V 17333 Southcenter Parkway Tukwila, WA 98188 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 152018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET SLAB ROUGH -IN PLAN SHEET NUMBER P-221 �P-3 " " P-2 VENT VENT VENT X=92' - 4" X=92' - 4" X=96' - 6" X=97' - 7" X=100' - 8" Y=20'-9" Y=19'-7" Y=19'-7" Y=19'-7" Y=19'-7" VENT X=107' - 1" Y=13' - 8" P-37 X=103' - 0" Y=9'-11" 0 P-4 X=103' - 6" Y=19' - 6" P-29 X=115',- 3 Y=34'..j 1" -P=4 X=106'; - 5" Y=19'-6" P-37 X=110'-0" Y=18' - 6" P-1 X=114'. Y=15' - !ENT X=tel'-2" Y=19' - 6" • VENT X=124' - 1 ................_.. Y 35' =":8" P 14- \ X=122' -, Y=31' -'7" i P-4 X=120' - 4" Y=29'---2". 3/4"CW :123' - 9" Y 29' - 2" P-4 X=12 Y=29 0 P-37 )0119' 3 Y=21' - 6" 2 X123' - 1" Y=15' - 10" VENT X:`123'-1" t Y=14'-7" P-1 X=117'-7" Y=15' - 10" VENT Y 14r 7�r. VENT 77 .... VENT X=119' Y=14' a , REVIEWED FOR pO E COMPLIANCE par JUN212018 City of Tukwila BUILDING DIVISION .µ __REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 8 - 18 ��i� - :J City of Tukwila -BUILDING C1VISif7,N E D B Chick-fiI-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 V V 17333 Southcenter Parkway Tukwila, WA 98188 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 152018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET SLAB ROUGH -IN PLAN SHEET NUMBER P-221 2/26/2018 5:07:08 PM PIPING LEGEND ROOF (STORM) DRAIN (SD) OVERFLOW ROOF DRAIN (OD) CONDENSATE DRAIN (CD) GAS (G) SD OD CD G ALL ROOF DRAINAGE, OVERFLOW ROOF DRAINAGE AND CONDENSATE PIPING WILL BE SLOPED AT A MINIMUM OF A 1/4" PER FOOT. ALL CONDENSATE DRAINAGE TO BE DWV COPPER AND INSULATED. WALK-IN CONDENSATE PIPING NOTES: INSTALL PIPING TIGHT TO WALL SO AS NOT TO INTERFERE WITH COOLER AND FREEZER SHELVES. PROVIDE UNION FITTINGS IMMEDIATELY DOWNSTREAM OF CONNECTION TO EVAPORATORS. PIPE MATERIAL SCHEDULE AG: ABOVE GRADE BG: BELOW GRADE SERVICES VP/ � co/ o PIPE MATERIALS / � GHQ Q csi / / / 41 Q REMARKS SIZES 2-112" AND UP TO BE WELDED; EXPOSED TO BE GALVANIZED GAS AG CD AG RD AG 0 BG ° REFER TO VAPOR BARRIER AND VENTING PLANS (VC -XX) FOR ADDTIONAL PLUMBING REQUIREMENTS SHEET NOTES 1. COORDINATE INSTALLATION OF ROOF DRAIN PIPING WITH FOOTINGS IN THE FIELD. SLEEVE PENETRATIONS IN FOOTINGS WITH PVC. 2. ALL CONDENSTAE, ROOF DRAINS AND INDIRECT DRAINS ARE TO SLOPE AT A MINIMUM OF 1/4" PER FOOT. 3. ALL CONDENSATE PIPING IS TO BE INSULATED. KEYNOTESD 1 INSULATED CD DN. FROM UNIT ON ROOF. 2 314" TYPE L COPPER. PROVIDE 12" OF FALL BEFORE PENETRATING WALL PANEL. COVER WITH 1-3/8" ID. X 3/4" ARMACELL A/P ARMAFLEX OVER HEAT TRACE CABLE. APPLY RAYCHEM XL -TRACE, MODEL 5XL-1, SELF REGULATING HEATING CABLE. USE END SEAL KIT FROM MFR. 3. TURN 3/4" CONDENSATE PIPING OUT OF COOLER / FREEZER AND EXTEND OUTLET TO FLOOR SINK. SECURE TO SINK FRAME WITH STAINLESS STEEL DRAWBANDS, SECURE PIPING TO COOLER WALL WITH RUBBER INSULATED PIPE CLAMPS TO PREVENT GALVANIC CORROSION. SEAL ALL PENETRATIONS IN WALLS WITH PERMAGUM CORD. PROVIDE TRAP IN CONDENSATE DRAIN OUTSIDE COOLER. 4 PROVIDE 2" DEEP TRAP WITH OPEN TEE AT OUTLET. 5 1-1/4" INSULATED CONDENSATE DOWN WITHIN WALL TO FLOOR SINK. 6 4" O.D. TO DAYLIGHT 12" ABOVE FINISH SURFACE. CUT PIPE FLUSH AT FACE OF WALL. 7 SEE CML PLANS FOR CONTINUATION. f 1 1/4" CD (45 TONS) —42,3/4" CD. _ ...- s::. 3/4" CD a 3/4" CD (20 TONS) 3/4" CD (12 TONS) • CONDENSATE AND ROOF DRAIN 114"=1'-0" i REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION I1 01�, �► VIEWED FGR CODE COMPLIANCE APPROVED MAY 18 3 City of Tukwili BUILDING DIVhSit im C A Chick -f I -A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 U 00 00 CO 17333 Southcenter Parkway Tukwila FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER ARCHITECT'S PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET ROOF DRAIN AND CONDENSATE SHEET NUMBER P-231 2/26/2018 5:03:25 PM NOTE OF SPECIAL IMPORTANCE : 1. LOCATIONS OF 2" CW RISER, UNIONS AND CLEAR SPACE ARE DIMENSIONED BECAUSE THEY ARE CRITICAL FOR THE FUTURE PUMP PANEL INSTALLATION. 2 GENERAL CONTRACTOR SHALL ENSURE OTHER TRADES SHALL NOT INSTALL ANY OTHER BUILDING COMPONENT WITHIN CLEAR SPACE. 2" RPZ BACKFLOW PREVENTER, P-21. INSTALL 1'-6" AFF TO CENTERLINE. P-40 WYE STRAINER WITH #100 MESH SCREEN, STREET ELBOW AND BLOW DOWN BOILER DRAIN. 8 BALL VALVE, WITH VALVE TAG. TYPICAL SEE VALVE TAG DETAIL 3/P-304 CW TO KITCHEN AND WATER HEATER SEE 5/P-304 . FOR CONTINUATION. 2" CW TO RESTROOMS. SEE1/P-201 FOR CONTINUATION. BALL VALVE, WITH VALVE TAG. TYPICAL SEE VALVE TAG DETAIL 31P-304. P-27 PRESSURE GAUGE WITH GAUGE COCK. 2" CW calf IT TA P-39 PRV. 1" BFP DRAIN. ROUTE TO FLOOR SINK, P-29. 1" GATE VALVE DRAIN. LOCATE WITH OUTLET 1'-0" AFF. 2" WATER SERVICE. SEE DWG P-101 FOR CONTINUATION. PIPING AT WATER SERVICE ENTRANCE NTS 2 1/2" GAS - (1,320 CFH) .2".VENT LINE. 'CONNECT TO BUILDING VENT 2': OR LARGER ° PLAN VIEW 20 DIA: LOCKING FRAMES COVER_. AIR&GASTIGHT 3 PLCS (2-PLCS ON 577 -GA) 113 LENGTH SECTION A -A NOTES: 1. REFER TO CHAPTER 8 OF THESE STANDARDS. • 2. CONCRETE. '28 DAY COMPRESSIVE STRENGTH 1"c = 4500";PSI= 3 REBAR: ASTM A-615: GRADE 6K., 4. MESH:: ASTM A-185 GRADE 65 . 4. DESIGN ACI.318433 BUIILDING-CODE` ASTM :C-857 °.MINIMUM STRUCTURAL. DESIGN.LOADING F,OR MONOLITHIC OR SECTIONAL: PRECAST CON,CRETE.WATER AND WASTEWATER STRUCTURES.".. 5 LOADS: ;H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP"OF'SYSTEM.: 7. CONTRACTOR,TO SUPPLY 8t INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS: ELAcKwATER.SHALL BE CARRIED BY SEPARATE SIDE SEWER:, SIZING CHART DESIGN Number Of Meals .x Waste Flow x Retention x :Storage = Capacity FORMULA: Per Peak Hours Rate Time Factor in Gallons GALLON CAPACITY 1000 1250 1600 1750 2000 2750 UV CO MODEL t DIM '"A'• 7J8, nw W 5,4" 5 -6! 5 W.11- 9' 11 18-5" 1" WATER DEPTH DIM •E" 3.-10' 4'-l0w 4'-0" �4r 4'-8" 4-r swr OT TOSCALE City of Tukwila. GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SHEET: SS -14, REVISION #1: 08.03 f LAST REVISION: 04.08 APPROVAL' BOB GIBERSON, CITY ENGINEER GREASE INTERCEPTOR NTS TO EQUIPMENT -- INLET TEE FITTING NIPPLE CAP 3 IN. 80MM) MINIMUM FIGURE 12-1 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP. GAS SEDIMENT TRAP DETAIL NTS P-43 4" ROOF AND OVERFLOW DRAIN DN. THRU ROOF. (1,609 SQ FT.) • PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT FOR ICE MAKER, AND WALIK-IN FREEZER AND COOLER REFRIGERANT TUBING THROUGH ROOF. SEE DETAIL 5/A-1.8 and 61a1.8 FOR ROOFTOP REFRIGERANT CONDUIT INSTALLATIONS. SEE a-1.7 FOR LOCATION OF ICE MAKER, FREEZER AND COOLER CONDENSING UNITS. GAS COCK — UNION DRIP LEG. MAINTAIN CLEARANCE FROM ROOF NECESSARY TO REMOVE CAP FOR CLEANING. ROOFTOP UNIT GAS COCK 0 i GAS PIPING ROOF GAS PIPING AT RTU NTS REDUCER SEE PIPE SUPPORT DETAIL THIS SHEET tc Be [osTALLep (9(,crsibe ✓t-E rJu) C LI N D 6R. on -0313 1 TGRH P-43 4" ROOF AND OVERFLOW DRAIN DN. THRU ROOF. (1,192 SQ FT.) ..,..--=====_======2” GAS..............__..._....._.._._.._........_...._......_... 3/4" CD // DOWN THRU ROOF 2 1/2" GAS (1,080 CFH) AC -2 12 TONS 240 MBH 2 1/2" GAS BELOW ROOF (1,320 CFH) PROPOSED GAS METER LOCATION ROOF PLAN 114"=1'-0" (480 CFH) 1" CD DOWN THRU ROOF GAS PIPING 7 J - ROOF 3" ' PROVIDE SUPPORT AT ELBOW WITHIN 3" OF RISER. SEE PIPE SUPPORT DETAIL THIS SHEET GAS PIPE DROP TO WATER HEATER. SEE 1/P2.1 FOR CONTINUATION. 1'0" T 6" /ROOFTOP UNIT 1 ( RONOOFTABLDRE 1101AIN SIZE8OF @ 4THE 2" RAINFALL015UPC PER HOUR. BASED . TEE LEG OPEN TO t ATMOSPHERE SCHED 40 PVC THREADED PLUG SEE DWG THIS PLAN FOR CONTINUATION AND SIZE. TRAP PIPING TO BE SAME SIZE AS BRANCH SHOWN ON ROOF PLAN. CONDENSATE DRAIN PIPING NTS DISTANCE BETWEEN PIPE STANDS NOT TO EXCEED 8'-0" FOR GAS AND 4'-0" FOR CONDENSATE. COOPER B -LINE MODEL CE -8 PIPE STAND. (MODEL CE -12 OR CE -16 MAY BE REQUIRED TO ATTAIN ADDITIONAL HEIGHT AT ATYPICAL OFFSETS.) HEAVY DUTY RECYCLED RUBBER BASE WITH FACTORY YELLOW WARNING STRIPE. "—FLASHING SYSTEM BY ROOFING CONTRACTOR. COORDINATE PENETRATION WITH ROOFER. SEE DETAIL 6/A-1.8. GAS PIPE DROP TO WATER HEATER NTS ROUTE 4" VENT UP THROUGH ROOF 3'0" FROM PARAPET. SEE DWG P-301 FOR CONTINUATION. 36" P-43 4" ROOF AND OVERFLOW DRAIN DN. THRU ROOF. (1,160 SQ FT.) 11 NON ADJUSTABLE MODEL C10 PIPE STAND TO BE USED FOR NON -ELEVATED PIPING INSTALLED FLAT ON ROOF DECK. PROVIDE MODEL CE -8 FOR ELEVATING CONDENSATE TO MAINTAIN PROPER SLOPE AND AT GAS PIPE CROSSING OVER CONDENSATE. GAS AND CONDENSATE PIPING ON ROOF. USE "DUROLAST' OR "PLUMBING SUPPLIED". PIPE CLAMP ONE SIZE LARGER THAN PIPE DIAMETER. SECURE CLAMP TO STRUT WITH B -LINE CONNECTORS. "— STRUT. FIELD ADJUST HEIGHT TO MAINTAIN PIPING LEVEL ACROSS THE ROOF. PIPING SUPPORT NTS SET ON ROOF MFR APPROVED PAD. EQUIPMENT AC#1 AC#2 AC#3 GAS CONNECTION SCHEDULE GAS LOAD 480,000 BTUS 240,000 BTUS 480,000 BTUS WATER HEATER TOTAL CONNECTED LOAD 120,000 BTUS 1,320,000 BTU'S REMARKS: 1) EQUIVALENT TO 1,320.0 CFH 2) 7" W.C. DELIVERY PRESSURE 3) TOTAL DEVELOPED LENGTH OF GAS SYSTEM 175 FEET 4) GAS SIZING BASED 2015 IFGC TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE. PIPING LEGEND G G - GAS ROUTE 4" VENT UP THROUGH ROOF 3'0" FROM PARAPET. SEE DWG P-301 FOR CONTINUATION. is (120 CFH) 1" GAS ON ROOF DOWN TO WATER HEATER(P-19). (120 CFH) P-43 3" ROOF AND'- OVERFLOW DRAIN DN. THRU ROOF. (700 SQ FT.) %1 3/4" CD DOWN THRU ROOF 7 N REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY ' 8 .3 City of Tuk 'i!l4 BUILDING DMVlc::+. D C B A ro 6-5 nv 'ff*W Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 L. 0o („?.2 0® pc co 12 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 152018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET ROOF PLAN & DETAILS SHEET NUMBER P-250 2/26/2018 5:07:29 PM P-36 P-37 v -P- 14 4" FCO P-6 P-29 P-36 P-14 r Ix v. O ~�. !„. 3" GW 3" GW P-36 4" GW P-10 P -29A P-36 P-37 4"VTR 4" VTR 7_11 L 7 r ' 11 :LI l \1 L. r:. J- 4" VT '',-. .' r6"SS. 1 • --P-37 4" FCO P-141 F, 1 ' P-2 11 1 I P-29-1 / 6" SEWER SEE CIVIL FOR CONTINUATION 1 II 11 11 '6" GWS u P-1 0.6 CO 6" CO P-4 P-29 P-4 1 GW P-29 4"SS P P-14-10 • 6" G 4" GW DWV RISER DIAGRAM 1/4"=1'0" P-37 P-2 PG 11 0 1.9 REVIEWED FOR — CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 ::4,3 City of Tukwr^ BUILDING DIV a A losj 0) s c,A, Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 CO CO COTim Ltit ■ f0111IN O i � N Oc' M FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer ti° Information contained on this drawing and in all digital files 01) produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET 5.. DWV RISER DIAGRAM CL SHEET NUMBER P -30/'i E Chick-fil A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 D 1/2" FW2 TO P-24 & P-34 AT COFFEE MAKER SEE 4/P211. DATE SIGNED: 5-17-2018 1/2" FW TO TEA BREWER WITH _V P-6 P-24 AND P-34 c 3/4" FW2 TO ICE MACHINE WITH P-23 STOP. 3/4" CW SERVICE TO TRASH ENCLOSURE. SEE CIVIL FOR - CONTINUATION. 00 00 00 tQ tQ CL cv td3 M 0 a C') M FSR# 04094 OWNER PROVIDED, PLUMBER INSTALLED / WATER FILTERS. REVISION SCHEDULE NO. DATE DESCRIPTION 2" CW SERVICE TO BUILDING. SEE CIVIL FOR CONTINUATION. 1 02-26-18 AGENCY REVISIONS 2 04-24-18 AGENCY REVISIONS 4 5-11-18 Restroom Rev. 5 5-29-18 AGENCY REVISIONS B REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED CITY OF TUKWILA MAY 302018 5/29/2018 2:26:02 PM ARCHITECTS PROJECT # PRINTED FOR CONSTRUCTION DOCUMENTS (1) DATE I— Issue Date Z DRAWN BY cW Designer Information contained on this drawing and in all digital files produced for above named project (� may not be reproduced in any manner without Oexpress written or verbal consent from authorized project representatives. SHEET z0 WATER RISER DIAGRAM cc SHEET NUMBER U) 0 0 P -302 4 2 1 2/26/2018 5:04:18 PM 9 1/9" C;AS 1,320,000 BTUS 1,320 CFH 0=% 1 1/4" GAS 240,000 BTUS 240 CFH SEDIMENT TRAP TYP. AC -2 10 TONS /--2 1/9" C4AS / 1,080,000 BTUS / 1,080 CFH GAS METER ABOVE GRADE BY GAS CO. AC -1 25 TONS 2" GAS /480,000 BTUS 480 CFH —2 1/2" GAS 1,080,000 BTUS 1,080 CFH 2" GAS 720,000 BTUS 720 CFH -2" GAS 480,000 BTUS 480 CFH ,-1" GAS / 120,000 BTUS 120 CFH —1" GAS 120,000 BTUS 120 CFH P- 19 WATER HEATER 60 GAL. 120,000BTU'S REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 ;3 City of Tukwila BUILDING DIVISION ?Gll °Pict D A to. cn n� w a 40 4 3 2 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc.. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 2-26-2018 17333 Southcenter Parkway Tukwila, WA 98188 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA MAR 1 5 2018 PERMIT CENTER ARCHITECT'S PROJECT # PRINTED FOR Project Status DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET L. GAS ISOMETRIC SHEET NUMBER P-303 4/24/2018 5:40:01 PM A j 1\ GREASE INTERCEPTOR SIZING MARK FIXTURE QTY. DFU TDFU P-5 HAND SINK 3 2 6 P-6 SINGLE COMP SINK - COUNTERTOP 2 2 4 P-7 MOP SINK 1 3 3 P -8/P -13B VEGETABLE PREP SINK 1 2 2 P -9/P -13A POT SINK 1 3 3 P-10/35/37/44 FLOOR DRAINS 15 2 30 P-29 FLOOR SINK MISC 4 2 8 P -29A CENTERLINE FLOOR SINK 1 2 2 P-36 DRINK TOWER ICE BIN FLOOR SINK 4 2 8 TOTAL DFU 66 DFU CONNECTED TO INTERCEPTOR INTERCEPTOR SIZE 0-21 750 22-35 1000 36-90 1250 91-172 1500 GREASE INTERCEPTOR SIZE: 1,250 GALLONS 1,250 GAL. OLD CASTLE PRECAST CONC. GREASE TRAP. 4484 -GA HOT AND COLD WATER DEMAND TABLE A 103.1, 2015 U.P.C. DESCRIPTION QTY. CW FU HW FU TOTAL WATER CLOSET (F.V) 1ST = 5 5 - = 25 URINAL (FLUSH VALVE) = 1 3 - = 3 HB (1ST) = 1 2.5 - = 2.5 HB (ALL OTHERS) = 3 1 - = 3 MOP SINK = 1 3 2.25 = 5.25 LAVATORY = 4 1 .75 = 7 HAND SINK = 5 2 1.5 = 17.5 2 -COMP SINK (P-8) = 1 3 2.25 = 5.25 4 -COMP SINK (P-9) = 1 3 2.25 = 5.25 DUMPSTER HYDRANT = 1 2.5 - = 2.5 FILTRATION SYSTEM = 1 12 - = 12 (CARBONATORS, COFFEE/TEA, ICE) TOTAL = 88.25 FU = 68 GPM ( REFER TO P-2.1 FOR DOMESTIC WATER CALCULATION ) DRAINAGE FIXTURE UNIT MARK FIXTURE QTY DFU TDFU P-1 WATER CLOSET - FLOOR MTD 3 4 12 P-2 WATER CLOSET - ADA FLOOR MTD 2 4 8 P-3 URINAL - ADA WALL HUNG 1 2 2 P-4 LAVATORY - ADA COUNTER TOP 4 1 4 P-37 FLOOR DRAIN 2 2 4 COFFEE MAKER TOTAL DFU 30 2. KITCHEN EQUIPMENT SCHEDULE TAG DESCRIPTION FW FW2 CW HW WASTE VENT ROUGH -IN 11 HAND SINK X X X X 2" 1-1/2" SEE K-4.1 \120 FRANKE TABLE X X X X INDIRECT X SEE K-4.1 000X ICE CREAM MACHINE X X X X INDIRECT X SEE K-4.1 (05 TEA BREWER 1/2" X X X X X P-24, SEE K-4.1 & 6/P2.2 308 COFFEE MAKER 1/2" X X X X X P-24, SEE K-4.1 & 6/P2.1 (\_:15 DRINK TOWER ICE BIN X X X X INDIRECT X SEE K-4.1 -3--18/k CARBONATOR BFP PANEL 3/4" X X X INDIRECT X SEE K-4.1 (-350 WATER FILTER PANEL (3) 3/4" 3/4" 3/4" XINDIRECT (2)1/2" X SEE DET 5/P6.1 i3� 55F) FAUCET HAND SINK X X 1/2"1/11 X X X SEE K-4.1 60 HAND SINK X X X X 2" 1-1/2" SEE K-4.1 60F FAUCET HAND SINK X X 1/2" 1/2" X X SEE K-4.1 365. -7F-5 4 COMPARTMENT SINK X X (2) 1/2" (2) 1/2" (4) 1-1/2" 2" TWO #365F FAUCETS, P-9 SEE K-4.1 4d5 FAUCET UTENSIL SINK X X (2) 1/2" (2) 1/2" X X SEE K-4.1 13' 67 VEGETABLE PREP SINK X X X X INDIRECT X TWO #367F FAUCETS, P-8 SEE K-4.1 46 FAUCET VEGITABLE PREP X X (2) 1/2" (2) 1/2" X X TWO #367F FAUCETS, P-8 SEE K-4.1 367FW\ FILTER WATER FAUCET (2) 1/2" X X X X X P-30 48" AFF. MARK 370 MOP SINK X X 1/2" 1/2" 3" P-35 2" P-7 SEE K-4.1 380 ICE BIN X X X X INDIRECT X SEE DET 3/P2.1 380X/ ICE MAKER X (2) 1/2" X X INDIRECT X P-23 SEE K-4.1 & 3/P2.1 X X P-23 UTILITY CONNECTION (ICE MAKER) X 1/2" X X X X P-24 UTILITY CONNECTION (COFFEE & TEA) X 1/2" X X X X P-25 SHOCK ABSORBER ALL INDIRECT DRAINS SHALL BE 1" MINIMUM AND MAINTAIN 1" AIR GAP ABOVE THE FLOOD RIM OF RECEPTOR. SEE DETAIL 4/P-1.1 NOTE TO WATER HEATER INSTALLER: POSITION VALVES AND TRIM IN MECH ROOM SUCH THAT VALVES AND TRIM ARE UNOBSTRUCTED TO VIEW AND SO THAT ACCESS FOR OPERATION OR REPAIR IS POSSIBLE WITHOUT USE OF STEP LADDERS OR NEED TO DISASSEMBLE ANY COMPONENTS. \2) VENT HEATER UP THRU MECH ROOM ROOF PER MANUFACTURER'S RECOMMENDATIONS. IS) PLUMBING CONTRACTOR TO MOUNT AND WIRE AQUA -STAT. MOUNT AQUA -STAT ON EXPOSED RETURN LINE IN MECH ROOM AS FAR AS POSSIBLE FROM WATER HEATER. BALL VALVE, WITH VALVE TAG. TYPICAL SEE VALVE TAG DETAIL 3/P6-1. LAMINATED VALVE TAG LEGEND. SEE 3/P6-1. HEAT TRAP NIPPLES AND UNION, PROVIDE RED BRASS UNIONS AT ALL DISSIMILAR PIPING MATERIALS. T&P VALVE PIPED FULL SIZE TO DRAIN WITH TYPE 'L' COPPER. ROUTE OUTSIDE BLDG WHERE REQUIRED BY CODE. RECIRC PUMP, P-38. " HOSE BIBB THERMOMETER. 1-1/4" HW N P-38 \ sT�l 1-1/4" CW K) IT VACUUM RELIEF VALVE, P-17, MOUNT ABOVE HIGHEST HW OUTLET. 1 1/4" CW ' i ce --- 3/4" HWR 1-1/4" HW L CONTROL WIRING TO AQUA -STAT. 3/4" CONDESATE DRAIN FROM WATER HEATER VENT. PROVIDE CONDENSATE DRAIN ELBOW AND SPILL CONDENSATE DRAIN TO APPROVED FLOOR RECEPTOR WITH APPROVED AIR GAP 61 P-29 f \i 11 PIPI N TS l CONDENSATE DRAIN ACID NEUTRALIZER ETERNAL OR EQUAL. \G AT WATER HEATED SEE NOTE #3 THIS DETAIL. P-22 CHECK VALVE EXPANSION TANK, P-18, PROVIDE RED BRASS UNIONS AT ALL DISSIMILAR PIPING MATERIALS 1" RING CHECK VALVE. SEISMIC RESTRAINTS AT UPPER 1/3 AND LOWER 1/3 OF WATER HEATER GAS SUPPLY PIPING FROM ROOF 3/8"X3" LAG SCREW. ANCHORED TO WALL STUD. (TYP. 4) GAS COCK WITH VALVE TAG FULL LINE SIZE SEDIMENT TRAP HARD PIPE FINAL CONNECTION, NO FLEX PIPE. PLACE 1/2" QUARRY TILE SPACERS BENEATH WATER HEATER TO ELEVATE WATER HEATER 1" OFF FLOOR. LAMINATE VALVE TAG LEGEND AND MOUNT PERMANENTLY WHERE ( SHOWN ON WATER HEATER DETAIL IN I AN ALUMINUM FRAME EQUAL TO SETON #68624. 1 VALVE TAG / \ I -� (2>---- VALVE TAG SYMBOL AS SHOWN ON DETAIL 6/P-304 PROVIDE 1-1/2" ROUND BRASS VALVE TAG \, WITH 1/2" HIGH BLACK FILLED LETTERING. EACH TAG SHALL INDICATE VALVE NUMBER AND WILL ALSO HAVE "PLBG" STAMPED ON THE TAG IN 1/4" HIGH BLACK FILLED LETTERING EQUAL TO SETON #M4506 . HANG WITH BRASS JACK CHAIN ON VALVE HANDLE. VALVE TAGS A\D LEGEND N TS 44" FILTERED WATER (FW) TO WALL MOUNT FILTERED WATER FAUCET, P-30. 44" FILTERED WATER (FW) TO SOFT DRINK CARBONATORS. 2" CW. SEE 1/P-201FOR CONTINUATION. 2" CW ON WALL TO WATER SERVICE ENTRANCE. SEE \'4/P-201FOR CON INUATION. • 1" FULL PORT BALL VALVE. 44" CW CONNECTION TO FILTER SYSTEM BY PLUMBER.��' • • • PLUMBING CONTRACTOR TO EXTEND FLEXIBLE DRAIN LINE FROM FILTER PANEL DRAIN TO FUNNEL DRAIN P-29 BELOW. SEE 1/P-201FOR CONTINUATION. TYPICAL. r4" FILTERED WATER (FW) TO COFFEE AND TEA BREWERS. 44" FILTERED WATER, (FW2), TO ICE MAKERS. POINT OF PLUMBING CONNECTION TO FILTER SYSTEM. BY PLUMBER \- OWNER SUPPLIED WATER \ / FILTER PANEL. PLUMBER TO MOUNT ON WALL AND MAKE FINAL PIPING CONNECTION TO WATER FILTER. PIPI\G AT WATER FILTERS N TS J FIXTURE CONNECTION SCHEDULE VALVE TAG LEGEND VALVE VALVE POSITION ,/1 ) MAIN WATER SHUT-OFF NORMALLY OPEN MAIN DRAIN NORMALLY CLOSED ® ACCESSORY SHUT-OFF NORMALLY OPEN \\ WATER FILTER INLET NORMALLY OPEN (t\ RECIRC PUMP ISOLATION VALVE NORMALLY OPEN CO WATER HEATER INLET NORMALLY OPEN 7- RESTROOM & KITCHEN COLD WATER NORMALLY OPEN CO POST HYDRANT COLD WATER NORMALLY OPEN 'i GAS TO WATER HEATER NORMALLY OPEN 46 WATER HEATER OUTLET NOTE: HANDLE IN-LINE WITH PIPING = VALVE OPEN NORMALLY OPEN X LAMINATE VALVE TAG LEGEND AND MOUNT PERMANENTLY WHERE ( SHOWN ON WATER HEATER DETAIL IN I AN ALUMINUM FRAME EQUAL TO SETON #68624. 1 VALVE TAG / \ I -� (2>---- VALVE TAG SYMBOL AS SHOWN ON DETAIL 6/P-304 PROVIDE 1-1/2" ROUND BRASS VALVE TAG \, WITH 1/2" HIGH BLACK FILLED LETTERING. EACH TAG SHALL INDICATE VALVE NUMBER AND WILL ALSO HAVE "PLBG" STAMPED ON THE TAG IN 1/4" HIGH BLACK FILLED LETTERING EQUAL TO SETON #M4506 . HANG WITH BRASS JACK CHAIN ON VALVE HANDLE. VALVE TAGS A\D LEGEND N TS 44" FILTERED WATER (FW) TO WALL MOUNT FILTERED WATER FAUCET, P-30. 44" FILTERED WATER (FW) TO SOFT DRINK CARBONATORS. 2" CW. SEE 1/P-201FOR CONTINUATION. 2" CW ON WALL TO WATER SERVICE ENTRANCE. SEE \'4/P-201FOR CON INUATION. • 1" FULL PORT BALL VALVE. 44" CW CONNECTION TO FILTER SYSTEM BY PLUMBER.��' • • • PLUMBING CONTRACTOR TO EXTEND FLEXIBLE DRAIN LINE FROM FILTER PANEL DRAIN TO FUNNEL DRAIN P-29 BELOW. SEE 1/P-201FOR CONTINUATION. TYPICAL. r4" FILTERED WATER (FW) TO COFFEE AND TEA BREWERS. 44" FILTERED WATER, (FW2), TO ICE MAKERS. POINT OF PLUMBING CONNECTION TO FILTER SYSTEM. BY PLUMBER \- OWNER SUPPLIED WATER \ / FILTER PANEL. PLUMBER TO MOUNT ON WALL AND MAKE FINAL PIPING CONNECTION TO WATER FILTER. PIPI\G AT WATER FILTERS N TS J FIXTURE CONNECTION SCHEDULE FIXTURE BTU/HR FW FW2 CW HW WASTE VENT P-1 WATER CLOSET - WALL MTD X X 1-1/2" X 4" 2" P-2 WATER CLOSET - ADA WALL MTD X X 1-1/2" X 4" 2" P-3 URINAL - ADA WALL HUNG X X 1-1/4" X 2" 1-1/2" P-4 LAVATORY - ADA COUNTER TOP X X 1/2" 1/2" 1-1/2" 1-1/2" P-5 KITCHEN HAND SINK - WALL HUNG X X 3/4" 1/2" 2" 1-1/2" P-6 SINGLE COMP SINK - COUNTERTOP X X 3/4" 1/2" 2" 1-1/2" P-7 MOP SINK X X 3/4" 1/2" 3" 2" P-8 VEGETABLE PREP SINK X X (2)1/2" (2)1/2" 2" ID X P-9 4 COMPARTMENT SINK X X (2)1/2" (2)1/2" (4)1-1/2" 2" P-10 FLOOR DRAIN (ROUND TOP) X X X X 3" 2" P-11 WALL HYDRANT X X 3/4" X X X P -13A FLOOR SINK (3") 12" TOP X X X X 3" 2" P -13B FLOOR SINK (3") 8" TOP X X X X 3" 2' P-14 CLEANOUT INSIDE BUILDING X X X X SEE PLAN P-15 CLEANOUT OUTSIDE BUILDING X X X X SEE PLAN P-16 WALL FAUCET X X 3/4" X X X P-17 VACUUM RELIEF VALVE X X 3/4" X X X P-18 EXPANSION TANK X X 3/4" X X X P 19 WATER HEATER 60 GAL. 120,000 MODEL: "STATE INDUSTRIES" SUF60 120NE X X 1-1/2" 1+' X X P-20 THERMOSTAT X X X 1/2" X X P-21 BACKFLOW PREVENTER X X 1-1/2" X X X P-22 MOP SINK CHECK VALVES X X 3/4" 1/2" X X P-23 UTILITY CONNECTION (ICE MAKER) X 1/2" X X X X P-24 UTILITY CONNECTION (COFFEE & TEA) X 1/2" X X X X P-25 SHOCK ABSORBER 1/2" 1/2" & 3/4" 1/2" 1/2" X X P-26 FLOOR SIN') 12" TOP,------ X X-- . X X � 3" 2" (---F(-27 \,�WATER� SS ,1 GAU /\!-,\' \\\ BALL VALVE \\"�X X V-- X 1/ " -; \ --/' X X y ✓^\�\-- X x X P-28 P-2 �-P=30 ' ICE HINE.ELQOR ' CET''' �`'�\``'; ✓� X,`• ' " \ ID ERED V1/ATERFA 1 ' X X P-31 DUMPSTER POST HYDRANT X X 3/4" X X X P-32 DUMPSTER DRAIN X X X X 3" 2" P-33 TRAP PRIMER ( MECHANICAL TYPE) X X 1/2" X X X P-34 DISPENSER BACKFLOW PREVENTER X 1/2" X X X X P-35 FLOOR DRAIN X X X X 3" 2" P-36 BEVERAGE TOWER INDIRECT RECEIVER X X X X 3" ID X P-37 FLOOR DRAIN (SQUARE TOP) X X 3/4" X 3" 2" P-38 HOT WATER CIRCULATING PUMP X X X 1/2" X X P-39 PRESSURE REDUCING VALVE X X 2" X X X P-40 WYE STRAINER X X 2" X X X NOTES: !, 1) REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT RESPONSIBILITIES. © MANIFOLD POT SINK DRAINS TOGETHER. ) REFER TO 2015 UPC TABLE 610.3 FOR ALLOWABLE FIXTURE FLOWRATES. C) CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL APPLIANCES AND EQUIPMENT. INSTALLATION AND HOOK-UP \ POTABLE WATER SUPPLIED OWNER PROVIDED STOP/BFP PANEL #207A. SEE KITCHEN ELEVATION DRAWINGS FOR EXACT LOCATION. SEE 1/P-302 FOR WATER CONNECTION. FACTORY INSTALLED 1" COUPLING CLAMPED TO PANEL AS CONNECTION POINT FOR INDIRECT DRAIN. 1" TYPE 'M' COPPER DRAIN DOWN. SECURE TO WALL WITH STRUT AND CLAMP. LJ CI BEVERAGE RACK 1" DRAIN DOWN FROM STOP/BFP PANEL. SECURE TO WALL WITH STRUT AND CLAMP. •�„ t >C DRAI\ N TS P-29 7 1" TRAP PRIMER CONNECTION 'AT BEVERAGE RACK. REFER TO SHEET P-101 AND P-201 FOR CONNECTION. AT CAR30\AT(H STOP/3 FP PA\EL ? 17 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MA', ` 8 713 City of Tttl�'A4I? BUILDING DMS '3J 1119 E D SOc Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 4-24-2018 oes ›I% I as "JLL L � w+ L W C W 2 B A FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS 2 04-24-18 AGENCY REVISIONS RECEIVED CITY OF TUKWILA APR 3 0 2018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE H Issue Date Z DRAWN BY cLU Designer Information contained on this drawing and in all 0 digital files produced for above named project U may not be reproduced in any manner without Oexpress written or verbal consent from authorized project representatives. CI SHEET • DETAILS & • SCHEDULES U w SHEET NUMBER 1- (1) 0 0 P-304 (›- l t E D C B l al ( �c Co rr F15 (zA O O aI O arc) QI co c Ct' 2 N m 1. SECTION C15100 - PLUMBING SPECIFICATIONS PART 1- PRODUCTS (C15100) 1.01 GENERAL REQUIREMENTS A. THE FOLLOWING SPECIFICATIONS ARE THE MINIMUM REQUIREMENT. WHERE FEDERAL, STATE OR LOCAL REQUIREMENTS DIFFER FROM THIS SPECIFICATION, THE MORE STRINGENT OF THE TWO SHALL BE FOLLOWED. 1.02 SCOPE A. HOT AND COLD POTABLE WATER PIPING ABOVE SLAB SHALL BE TYPE 'L' HARD DRAWN COPPER OR FLOWGUARD GOLD CPVC AS MANUFACTURED BY NIBCO OR CHARLOTTE PIPE & FOUNDRY AND MEETING ASTM D-2846. FILTERED WATER PIPING SHALL BE FLOWGUARD GOLD CPVC. HOT AND COLD PIPING WITHIN WALLS BEHIND KITCHEN HOODS SHALL BE COPPER. B. POTABLE WATER PIPING BELOW SLAB AND OUTSIDE BELOW GRADE SHALL BE TYPE "K" SOFT ANNEALED SEAMLESS. NO JOINTS SHALL BE ALLOWED BELOW SLAB. POTABLE WATER PIPING BELOW GRADE SHALL BE SLEEVED FOR ITS ENTIRE LENGTH WITH POLY SLEEVE AS MADE BY IPS WATER-TITE. ALL SLAB PENETRATIONS SHALL BE SLEEVED WITH POLY SLEEVE TO PROTECT PIPING FROM CORROSION BY CONCRETE. C. COPPER PIPE FITTINGS SHALL BE WROUGHT COPPER SWEEP PATTERN FITTINGS SOLDERED USING 95-5 LEAD-FREE SOLDER MEETING ASTM B-32 OR BRAZED WITH SIL - FOS. SOLDER FLUXES SHALL MEET ASTM B-813 AND SHALL BE LEAD FREE. BRAZING FLUXES SHALL MEET AWS FB3-A OR FB3-C. D. WATER PIPING DOWNSTREAM OF SOFT DRINK CARBONATORS SHALL BE PROVIDED AND INSTALLED BY LOCAL SOFT DRINK VENDOR. E. CPVC FITTINGS FOR PIPING SHALL BE SOLVENT WELD TYPE MEETING ASTM D-2846 WITH CEMENTS MEETING ASTM F-493 AND PRIMER MEETING ASTM F-656. CURE TIME MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. FOR CPVC PIPING INSTALLATION, WALL STUBS AT FIXTURES AND EQUIPMENT SHALL BE COPPER AND SHALL BE SERIES 630-C. CPVC-TO-COPPER STUB OUT ELBOWS BY SIOUX CHIEF. F. NIPPLES, ELBOWS, AND OTHER ACCESSORY FITTINGS REQUIRED TO COMPLETE ANY WATER PIPING CONNECTION SHALL BE BRASS OR OF SIMILAR TYPE METAL AS THE FITTING TO WHICH IT IS CONNECTED. GALVANIZED FITTINGS ARE PROHIBITED. (EXCEPTION: GALVANIZED HEAT TRAP WATER HEATER NIPPLES IF INTERNALLY PROTECTED WITH TEFLON OR POLYMER CORROSION -RESISTANT COATING.) G. ALL HVAC CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC DWV AS MANUFACTURED BY CHARLOTTE PIPE AND MEETING ASTM D-1784, D-1785 AND D-2665. H. U.N.O., ALL SANITARY WASTE, VENT, STORM DRAINAGE PIPING AND FITTINGS INSIDE THE BUILDING, ABOVE AND BELOW GRADE, AND FOR ROOFTOP CONDENSATE, SHALL BE SOLID WALL SCHEDULE 40 PVC DWV AS MANUFACTURED BY CHARLOTTE PIPE AND MEETING ASTM D-2665 AND D-2949. FOAM CORE AND/OR CELLULAR CORE PVC PIPING SHALL NOT BE ALLOWED. PVC PIPING OUTSIDE THE BUILDING, BELOW GRADE, SHALL BE TYPE SDR -35 MEETING ASTM D-3034, U.N.O. I. DWV PIPE AND FITTINGS WITHIN WALLS BEHIND KITCHEN HOODS SHALL BE SERVICE WEIGHT HUBLESS CAST IRON WITH SLEEVE, SHIELD, AND DRAWBAND JOINTS MEETING ASTM A-888 AND ASTM C-564. J. PVC-DWV FITTINGS FOR PIPING SHALL BE SOLVENT WELD TYPE INSIDE AND UNDERSLAB MEETING ASTM D-2665, D-3311 AND F-186. CEMENTS SHALL MEET ASTM D-2564 AND PRIMER MEETING ASTM F-656. CURE TIME MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. EXTERIOR PIPING JOINTS SHALL BE NEOPRENE PUSH -ON TYPE. K. PROVIDE 1" THICK PIPE INSULATION FOR ALL ABOVE SLAB HOT AND TEMPERED WATER PIPING. PROVIDE 1/2" THICK INSULATION FOR ALL ABOVE SLAB COLD WATER, FILTERED WATER, CONDENSATE PIPING, AND HORIZONTAL RAIN WATER CONDUCTORS INSIDE THE BUILDING. PIPING INSULATION SHALL BE KNAUF 1000F 25/50 FIBERGLASS PIPE COVERING, WHITE KRAFT PAPER VAPOR BARRIER (.02 PERMS) BONDED TO ALUMINUM FOIL AND REINFORCED WITH GLASS FIBERS. MAXIMUM THERMAL CONDUCTIVITY OF 0.23 AT 75F. LONGITUDINAL LAP SHALL BE SELF SEALING. INSULATION FOR WALK-IN COOLER/FREEZER CONDENSATE PIPING SHALL BE ARMACELL A/P ARMAFLEX WITH MINIMUM 3/4" WALL THICKNESS. L. PIPE INSULATION AND COVERINGS SHALL HAVE A RATING OF NOT GREATER THAN 25 FLAME SPREAD, NO HIGHER THAN 50 SMOKE DEVELOPED, AND NO MORE THAN 50 FUEL CONTRIBUTED. THE ONLY EXCEPTION SHALL BE ARMAFLEX AP, WHEN SPECIFIED, WHICH SHALL NOT EXCEED 100 SMOKE DEVELOPED. M. A PVC 25/50 PRE -FORMED COVER SHALL BE PROVIDED AT ALL INSULATED PIPING FITTINGS EQUAL TO PROTO PVC CORP LOSMOKE, 800-875-7768. N. ALL NATURAL GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL MEETING ASTM A53 WITH SCREWED OR WELDED FITTINGS AND GASKET TYPE UNIONS AND FLANGES. FOR SCREWED PIPING, PIPING SHALL BE JOINED WITH BLACK 150 POUND MALLEABLE IRON SCREWED FITTINGS AS ALLOWED BY LOCAL AUTHORITY. CONTRACTOR SHALL VERIFY THE NEED FOR WELDED PIPING AS REQUIRED BY THE LOCAL GAS CODE AND/OR APPLICABLE LOCAL ORDINANCES AND AMENDMENTS. O. EXPOSED SUPPORTS AND ATTACHMENTS SHALL BE STAINLESS STEEL, CHROME OR CHROME PLATED. GALVANIZED ATTACHMENTS WILL NOT BE ACCEPTED. P. USE MATERIALS SPECIFIED ON THESE PLANS. SUBSTITUTIONS ARE ALLOWED ONLY IF SPECIFIED MATERIALS ARE UNAVAILABLE. PRODUCT SUBSTITUTIONS WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL. ALL WATER PIPING, FITTINGS, FIXTURES AND ACCESSORIES SHALL BE CERTIFIED LEAD FREE AS DEFINED IN, AND PER THE INTENT OF, THE "REDUCTION IN LEAD IN DRINKING WATER ACT". PART II - EXECUTION (C15100) 2.01 TRENCHING (C15100) A. EXCAVATION, BACKFILLING, AND TRENCH WORK SHALL BE DONE IN ACCORDANCE WITH LATEST O.S.H.A. AND APPLICABLE SAFETY STANDARDS. B. PROVIDE NECESSARY SHORING AND CLEANING TO KEEP TRENCHES IN GOOD WORKING CONDITION, INCLUDING PUMPING OUT WATER. C. IN MOSTLY ROCK MATERIAL, TRENCHES SHALL BE EXCAVATED TO 6" BELOW THE ELEVATION OF THE BOTTOM OF THE PIPES. AFTER EXCAVATION, TRENCH SHALL THEN BE FILLED TO THE PROPER ELEVATION WITH CRUSHED LIMESTONE. GRAVEL SHALL BE REMOVED FROM UNDER PIPE BELLS SO THE PIPE RESTS FIRMLY ON THE TRENCH BOTTOM. D. IN MOSTLY EARTH OR SAND MATERIAL, TRENCHES SHALL BE EXCAVATED TO 6" BELOW THE ELEVATION OF THE BOTTOM OF THE PIPES. AFTER EXCAVATION, TRENCH SHALL THEN BE FILLED TO THE PROPER ELEVATION WITH FINE SAND OR GRAVEL. TRENCH BOTTOM SHALL BE REMOVED AT PIPE BELLS SO THE PIPE RESTS FIRMLY ON THE TRENCH BOTTOM. E. BACKFILLING AND TAMPING SHALL BE CAREFULLY DONE BY HAND SIMULTANEOUSLY ALONG BOTH SIDES OF THE PIPE USING ROCK FREE EARTH, CRUSHED STONE OR SAND UNTIL THE PIPE IS COVERED TO A DEPTH OF AT LEAST 12". BACKFILL SHALL BE ACCOMPLISHED IN SUCCESSIVE 6" LAYERS. THE REST OF THE FILL -UP TO THE TOPSOIL LAYER MAY BE GRAVEL OR ROCK FREE EARTH. ACCEPTABLE SOIL MATERIALS FOR BACKFILL AND FILL SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS AND OTHER DELETERIOUS MATTER HAVING A PLASTICITY INDEX LESS THAN 30. BACKFILL SHALL BE ACCOMPLISHED IN LAYERS OF NOT MORE THAN 6" AND EACH LAYER SHALL BE COMPACTED. THE LAST 12" OF BACKFILL SHALL BE ROCK FREE TOPSOIL. G. SURFACE SHALL BE RESTORED TO ITS ORIGINAL CONDITION. 2.02 INSTALLATION (C15100) A. WATER PIPING IN EXTERIOR WALL SHALL BE INSTALLED ON THE HEATED SIDE OF WALL INSULATION. B. EXPOSED HOT AND COLD WATER TRIM FITTINGS AND ACCESSORIES IN FINISHED AREAS SHALL BE CHROME FINISHED. C. ACCEPTABLE METHODS OF PIPE SUPPORT WITHIN WALLS SHALL BE THE SUMNER SYSTEM, <\ POSIFIX, STAKFIX, PIPEFIX, HOLDRITE OR CHANNEL. D. E. F. G. PROVIDE J.R. SMITH OR APPROVED EQUAL SHOCK ABSORBERS #5005 THRU 5050 SIZE AS ) RECOMMENDED BY MANUFACTURER INSTALLED ON HOT AND COLD WATER BRANCH LINES �.. CONTAINING SINGLE LEVER FAUCETS, FLUSH VALVES OR EQUIPMENT WITH QUICK CLOSING VALVES BETWEEN THE LAST TWO FIXTURES AS SHOWN ON THE CONTRACT DRAWINGS. SHOCK ABSORBERS SERVICING FIXTURES WITH FLUSH VALVES SHALL BE SECURELY ANCHORED IN THEIR VERTICAL POSITION. SANITARY WASTE LINES SHALL BE UNIFORMLY GRADED TO ELEVATIONS SHOWN. IF NO ELEVATIONS ARE GIVEN, SEWERS SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT FOR AL PIPING 2-1/2" IN DIAMETER AND SMALLER AND 1/8" PER FOOT FOR ALL PIPING 3" IN DIAMETER AND LARGER. STORM PIPING SHALL BE SLOPED AT 1/4" PER FT (2%) UNLESS NOTED OTHERWISE ON PLANS, SUPPORT HORIZONTAL PIPING ACCORDING TO LOCAL PLUMBING CODE. HANGER RODS SHAL11 BE SIZED AS FOLLOWS: NOMINAL PIPE SIZE (IN) MINIMUM HANGER DIAMETER (IN) 1/2 3/8 3/4 TO 1-1/2 3/8 2 TO 2-1/2 3/8 3TO6 1/2 H. HANGERS FOR PIPING GREATER THAN 1" SHALL PASS OVER THE INSULATION. PROVIDE SADDLES FOR INSULATED PIPING. I. INSULATION SHALL BE APPLIED WITH JOINTS TIGHTLY BUTTED. OPEN CRACKS, VOIDS AND DEPRESSIONS SHALL BE FILLED WITH HYDRAULIC SETTING CEMENT. LAPPING MATCHING THE FINISH SHALL BE PASTED NEATLY OVER JOINTS. FITTINGS AND VALVES SHALL BE INSULATED WITH THE SAME TYPE. J. PROVIDE AND INSTALL A CUT-OFF VALVE, UNION AND FULL SIZE DIRT LEG AT CONNECTION EACH GAS-FIRED PIECE OF EQUIPMENT. INSTALL PIPING AT AND AROUND EQUIPMENT SO AS �\ TO NO WAY OBSTRUCT EQUIPMENT ACCESS PANELS AND/OR ACCESS DOORS. K. COORDINATE ABOVE -CEILING PIPING LOCATIONS AND ROUTING WITH HVAC CONTRACTOR AND M -SHEETS PRIOR TO INSTALLATION. ALL MAIN DUCT TRUNK LOCATIONS SHALL TAKE \` PRIORITY. PIPING MAY REQUIRE REMOVAL AND REINSTALLATION AT PLUMBING CONTRACTOR'S EXPENSE IF PIPING OBSTRUCTS THE M -SHEET DUCT LAYOUT AS SHOWN OR% PREVENTS ACCESS TO GREASE DUCT CLEANOUT OPENINGS. .� L. ALL GAS PIPING ABOVE ROOF SHALL BE CLEANED FREE OF RUST AND PAINTED WITH COAT OF ZINC RUST PRIMER AND ONE COAT OF ALUMINUM BASE PAINT. METER AND GAS RISER <" SHALL BE PRIMED AND PAINTED TO MATCH BUILDING. APPLY TWO COATS OF ASPHALTUM I BASE PAINT TO PIPING BURIED UNDERGROUND. 2.03 TESTING (C15100) A. POTABLE WATER PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS. B. THE POTABLE WATER SYSTEM SHALL BE FLUSHED OUT PROGRESSIVELY BY OPENING \/ OUTLETS AND FLOWING WATER UNTIL IT RUNS CLEAR. AFTER PIPE CLEANING IS COMPLETED, THE STRAINERS SHALL BE REMOVED, CLEANED, AND REPLACED. THEN THE ENTIRE POTABLE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. C. THE SANITARY WASTE SYSTEM SHALL BE FLUSHED OUT PROGRESSIVELY WITH FLOWING WATER UNTIL IT RUNS CLEAR. RESTROOM FIXTURES (015405) WATER CLOSET: WALL MOUNTED TOTO MODEL CT708E#1 BOWL WITH 1.28 GPF TET-1-LN#32CP ECO -POWER FLUSH VALVE AND SC534 SEAT. NO SUBSTITUTIONS. WHITE, FLUSH VALVE TYPE, VITREOUS CHINA, 1-1/2" TOP SPUD, ELONGATED BOWL, ELECTRONIC SENSOR OPERATED HANDS-FREE FLUSH VALVE, WHITE OPEN FRONT SEAT WITH CHECK HINGE. CHICK-FIL-A HAS NATIONAL ACCOUNTS WITH TOTO. PLEASE SEE NATIONAL ACCOUNT INFORMATION ON THIS SHEET FOR PRICING OF TOTO FIXTURES. JAY R. SMITH CARRIER MODEL #0533 OR ZURN EQUAL. P-1 P-2 WATER CLOSET, (ADA): WALL MOUNTED TOTO MODEL CT708E#1 BOWL WITH 1.28 GPF TET-1-LN#32CP ECO -POWER FLUSH VALVE AND SC534 SEAT. NO SUBSTITUTIONS. H.C. ACCESSIBLE, WHITE, 17-1/2" HIGH, FLUSH VALVE TYPE, VITREOUS CHINA, 1-1/2" TOP SPUD, ELONGATED BOWL, ELECTRONIC SENSOR OPERATED HANDS-FREE FLUSH VALVE, WHITE OPEN FRONT SEAT WITH CHECK HINGE. CHICK-FIL-A HAS NATIONAL ACCOUNTS WITH TOTO. PLEASE SEE NATIONAL ACCOUNT INFORMATION ON THIS SHEET FOR PRICING OF TOTO FIXTURES. JAY R. SMITH CARRIER MODEL #0533 OR ZURN EQUAL. P-3 URINAL: TOTO MODEL UT445U URINAL WITH TEU 1 UN 12#CP 0.125 GPF SELF SUSTAINED HYDROPOWER SELF -GENERATING ELECTRONIC SENSOR -OPERATED FLUSH VALVE. NO SUBSTITUTIONS. VITREOUS CHINA, 3/4" TOP SPUD, SENSOR OPERATED WITH MANUAL OVERRIDE BUTTON, INTERNAL VALVE FILTER PROTECTION. PLEASE SEE NATIONAL ACCOUNT INFORMATION ON THIS SHEET FOR PRICING OF TOTO PRODUCTS. P-4 LAVATORY FAUCET: (BUILT-IN COUNTERTOP LAVATORY PROVIDED BY OWNER) TOTO MODEL TEL 105-D1OET #CP ECO -POWER SENSOR HOT/COLD FAUCET WITH THERMOSTATICALLY CONTROLLED ASSE 1070 MIXING VALVE FAUCET. 0.09 GALLONS PER CYCLE. NO SUBSTITUTIONS. PROVIDE MCGUIRE LF175 SUPPLY WITH STOP, MCGUIRE 155 -WC GRID DRAIN WITH OFFSET TAILPIECE. MCGUIRE 8872 POLISHED CHROME P -TRAP. P -TRAP SHALL BE PARALLEL WITH BACK WALL. PROVIDE A TRUEBRO INC., HANDI LAV -GUARD INSULATION KITS MODELS 101 E -Z AND 105E -Z. CHICK-FIL-A HAS NATIONAL ACCOUNTS WITH TOTO. PLEASE SEE NATIONAL ACCOUNT INFORMATION ON THIS SHEET FOR PRICING OF TOTO FIXTURES. PLUMBING (015100) p-5 KITCHEN HAND SINK ROUGH IN: (SINK AND FAUCET WITH 0.50 GPM AERATOR FURNISHED BY OWNER) CONTRACTOR SHALL INSTALL WALL HUNG, STAINLESS STEEL SINK AND FAUCET SET AND MAKE FINAL CONNECTIONS. PROVIDE MCGUIRE LF175 SUPPLIES WITH STOPS AND A MCGUIRE 8912 POLISHED CHROME P -TRAP. INSTALL LEONARD #320 -BV MIXING VALVE BELOW SINK SET TEMP @ 105F P-6 SERVING COUNTER DROP IN SINK ROUGH IN: (SINK AND FAUCET WITH 0.50 GPM AERATORFURNISHED BY OWNER) CONTRACTOR SHALL INSTALL SINK AND FAUCET SET AND MAKE FINAL CONNECTIONS. PROVIDE MCGUIRE 8912 POLISHED CHROME P -TRAP AND MCGUIRE LF175 STOPS WITH 20" CHROME PLATED 48' COPPER RISERS. INSTALL LEONARD #320 -BV MIXING VALVE BELOW SINK SET TEMP @ 105F P-7 MOP SINK FAUCET:(MOP SINK BASIN BUILT BY GENERAL CONTRACTOR) PROVIDE T&S BRASS MODEL B-2345 FAUCET WITH CERAMA SPRING CHECK VALVE CARTRIDGES, HOSE THREAD SPOUT OUTLET, TOP BRACE, ADJUSTABLE INLET SPREAD FROM 3" TOP 8" INCLUDE T&S BRASS MODEL 43-072 HOSE THREAD X 3/4" FEMALE NPT CHROME ADAPTOP. NO SUBSTITUTIONS, SEE ALSO P-16. P-8 VEGETABLE PREP SINK ROUGH -IN: (SINK AND FAUCET WITH 0.65 GPM SPRAY HEAD FURNISHED BY OWNER) CONTRACTOR SHALL INSTALL SINK AND MAKE FINAL CONNECTIONS. PROVIDE MCGUIRE LFSTO8 STOPS AND BRASSCRAFT 36" CHROME PLATED 1/2" OD COPPER RISERS MODEL 3-36AC, ASSEMBLE AND MOUNT TWO HANDLE FAUCET WITH PRE -RINSE SPRAY ARM. INSTALL ADD-ON FAUCET WITH 15" SPOUT AT BASE OF PRE -RINSE RISER. SEE K -SHEET ELEVATIONS. INSTALL SCHEDULE 40 PVC INDIRECT WASTE MANIFOLD FROM SINK BASIN TO FLOOR SINK P -13B, NO P -TRAP REQUIRED. INSTALL CLEANOUT AT TURN. p_g FOUR COMPARTMENT POT SINK ROUGH -IN: (SINK AND FAUCETS WITH 0.65 GPM SPRAY HEAD FURNISHED BY OWNER) CONTRACTOR SHALL INSTALL SINK, ASSEMBLE & MOUNT TWO FAUCETS. AND MAKE FINAL CONNECTIONS. PROVIDE MCGUIRE LFSTO8 STOPS AND BRASSCRAFT 36" CHROME PLATED tie" OD COPPER RISERS MODEL 3-36AC,. ASSEMBLE AND MOUNT ONE TWO -HANDLE FAUCET WITH PRE -RINSE SPRAY. INSTALL ADD-ON FAUCET WITH 18" SPOUT AT BASE OF PRE -RINSE RISER. ASSEMBLE AND MOUNT ONE TWO -HANDLE FAUCET WITH DOUBLE JOINT SPOUT ON OPPOSITE SIDE. SEE K -SHEET ELEVATIONS FOR FAUCET LOCATIONS. PROVIDE 1-1/2" SCHED 40 PVC INDIRECT WASTE MANIFOLD FROM EACH SINK BASIN TO FLOOR SINK P -13A, NO P -TRAPS REQUIRED. PROVIDE CLEANOUT AT EACH END. P-10 D. THE ENTIRE SANITARY WASTE SYSTEM AND STORM DRAINAGE SYSTEM SHALL BE PRESSURE\. P-12 TESTED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS. E. NATURAL GAS PIPING SHALL BE LEAK TESTED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS. PART III - MANUFACTURERS 3.01 PRODUCTS - PIPING SYSTEMS, ETC (C15100) A. HYDRANTS, CARRIERS, DRAINS, AND SHOCK ABSORBERS: ZURN. ACCEPTABLE ALTERNATES: JAY R. SMITH, JONES STEPHENS CORP, WATTS, OR JOSAM. B. ALTERNATES TO ZURN (ZRN) FIXTURES: ONLY AS SHOWN ON PLANS. APPROVED JAY R. SMITH (JRS), WATTS (WTS), MODEL NUMBERS LISTED ON FIXTURE SCHEDULE, THIS SHEET. 3.02 PRODUCTS - RESTROOM FIXTURES PORCELAIN & VALVES (015405) A. PREFERRED FIXTURES: TOTO. NO EXCEPTION. B. ALTERNATE FIXTURES: ONLY AS SHOWN ON PLANS. C. FITTINGS: AS SPECIFIED ON THE PLANS. NO SUBSTITUTIONS ALLOWED. D. FLUSH VALVES AND LAVATORY FAUCETS: TOTO MANUFACTURING. NO SUBSTITUTIONS ALLOWED. E. PREFERRED TOILET SEATS: TOTO. ALTERNATE TOILET SEATS: CHURCH, BEMIS, AND BENEKE. F. FLOOR SINKS: ZURN WITH ALUMINUM SEDIMENT BUCKETS. NO SUBSTITUTIONS ALLOWED. FLOOR DRAIN (3"): JONES STEPHENS CORP D53-144 PVC BODY, BRONZE SPUD WITH 8" DIAMETER NICKEL BRONZE STRAINER. ALT: (JRS) 2110 -HP -NB; (WTS) FD103-A8-60; (ZRN) FR108NIP3S-C. WALL HYDRANT (NON -FREEZE): WOODFORD MODEL 67-C AUTOMATIC DRAINING WALL HYDRANT WITH DUAL CHECK BFP, ASSE 1052 APPROVED, WALL CLAMP, POLISHED BRASS FINISH. "C" STYLE INLET, SEE WALL HYDRANT NOTES ON 1/P2.1 FOR WALL THICKNESS AT WALL HYDRANTS. ALT: (WTS) HY-42. FUNNEL DRAIN (3"): J.R. SMITH 3510L03 FUNNEL -CEPTOR 3" INDIRECT WASTE RECEIVER WITH NICKEL BRONZE STRAINER AND FUNNEL. PROVIDE 6" SQUARE F12 STRAINER WITH 4" ROUND FUNNEL AT ICE MACHINE & WALK-IN COOLER. ALT: (WTS) FD103P-M6-F4-1; (ZRN) ZN415-6S-3NL + ZN328-4. P -13A FLOOR SINK (POT SINK): ZURN MODEL Z1901-KC-3NH-1 CAST IRON INDIRECT WASTE RECEIVER WITH 12" SQUARE BODY, FLASHING CLAMP, 8" DEEP, ALUMINUM SEDIMENT BUCKET, AND NO GRATE. NO SUBSTITUTIONS '\ P -13B FLOOR SINK (VEGETABLE SINK): ZURN MODEL Z1910-KC-3NH-1-23 CAST IRON INDIRECT WASTE RECEIVER WITH FLASHING CLAMP, 8" SQ. BODY, ALUMINUM SEDIMENT BUCKET, AND NO GRATE. NO SUBSTITUTIONS. CLEANOUTS INSIDE BUILDING: J.R. SMITH 4053L CLEANOUT WITH 6-1/2" SQUARE NICKEL BRONZE TOP AND TAPER THREAD BRONZE PLUG. SEE PLAN FOR SIZE. ALT (X=PIPE DIA): (WTS) CO-20XP-S; (ZRN) ZN1400-XNL-T. CLEANOUTS OUTSIDE BUILDING: J.R. SMITH 4261L SERIES EXTRA HEAVY DUTY CAST IRON CLEANOUT, "C.O." CAST IN COVER, ABS PLUG, SPEED! SET OUTLET. ALT (X=PIPE DIA): (WTS) CO -X00 -MF + CO -38X; (ZRN) Z1474 -X -N. AUTOMATIC DETERGENT DISPENSER SUPPLY ASSEMBLY: PROVIDE LEONARD #320 -BV MIXING VALVE WITH WATTS MODEL B6000 ROUGH BRASS LEAD-FREE BALL VALVE WITH 3/4" FIP INLET AND OUTLETS AND QUARTER TURN LEVER HANDLE AT CONNECTION TO DETERGENT DISPENSER. SET TEMP OF MIXING VALVE @ 110 . PROVIDE WITH TWO (2) FORGED BRASS 3/4" MIP X 3/4" MALE GARDEN HOSE THREAD ADAPTERS. PROVIDE ALSO TWO 3/4" CLOSE CHROME PLATED BRASS NIPPLE AND 3/4" POLISHED CHROME 90 DEGREE ELBOWS. WITH INTERNAL AIR GAP BACKFLOW PREVENTION. DISPENSER AND SUPPLY HOSE PROVIDED AND INSTALLED BY OTHERS. \ P-17 VACUUM RELIEF VALVE: WATTS MODEL #LFN36M1, 3/4" CONNECTION. } P-18 \ / P-19 WATER HEATER: STATE INDUSTRIES LO-NOX UNLTRAFORCE MODEL SUF60 120NE, 60 GALLONS CAP. GAS FIRED jWATER HEATER, 120,000 BTUH INPUT, 138 GPH MINIMUM RECOVERY AT 100 DEGREE RISE, 4" CPVC DIRECT VENT, `\ 112" CONDENSATE ON EXHAUST FLUE, ACID NEUTRALIZER FOR CONDENSATE DRAIN, PROVIDE CONCENTRIC FLUE } TERMINATION KIT P/N 9006328005. CONTRACTOR TO PROVIDE DIELECTRIC HEAT TRAP NIPPLES. EXPANSION TANK: STATE INDUSTRIES MODEL ETC -5X, ACCEPTANCE 3.05 GALLONS AT 40 PSI PRECHARGE, 3/4" CONNECTION. ALTERANATE MODELS SIZED PER WATER HEATER MANUFACTURER RECOMMENDATIONS ARE ACCEPTABLE. MOUNT ON WALL WITH HOLDRITE QUICK STRAP #QS -12. ! P-20 THERMOMETER: PROVIDE TRERICE MODEL B834-04-04 3" DIAL TYPE THERMOMETER WITH BOTTOM 1/2" N.P.T. CONNECTION, 4" STEM AND 0 DEG F TO 200 DEG F RANGE. LEAD FREE TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) JOPS �b Ppy 4-4%OVJY1 �f � f l" s��ks COAOIG2Y le,aware Wo'f �Y P-21 BACKFLOW PREVENTERS: COORDINATE LOCATION WITH CIVIL SITE UTILITY PLAN. BACKFLOW PREVENTER TYPE AND MODEL IS DETERMINED BY CIVIL ENGINEER IF LOCATED OUTSIDE THE BUILDING. REDUCED PRESSURE ZONE (RPZ) TYPE: WATTS NO. LFU009M2 1-1/2" MODULAR TYPE WITH TEST PORTS AND INTERMEDIATE RELIEF VALVE MEETING ASSE 1013 AND AWWA C511-89. PROVIDE WATTS NO. 909 -AG -C AIR GAP DEVICE. ALT: (ZRN) 112-975XLT2U. P-22 MOP SINK CHECK VALVES: T&S BRASS 1/2" MODEL B-CW1-2 BALL CHECK. P-23 UTILITY CONNECTION (ICEMAKER): PROVIDE A MCGUIRE MODEL LFHSTO6SB LEAD-FREE CHROME WHEEL ANGLE STOP, 1/2" FIP INLET AND OUTLET. PROVIDE CHROME WALL ESCUTCHEON. INSTALL WITH BFP P-34. SEE DETAIL 3/P2.1 FOR PIPING AT ICE MAKERS. P-24 UTILITY CONNECTION (COFFEE & TEA BREWERS): PROVIDE A MCGUIRE MODEL LFHSTO6SB LEAD-FREE CHROME WHEEL ANGLE STOP, 1/2" FIP INLET AND OUTLET. PROVIDE CHROME WALL ESCUTCHEON. INSTALL WITH BFP P-34. P-25 SHOCK ABSORBER: J.R. SMITH FIGURE 5005 THROUGH 5050, SIZE AS RECOMMENDED BY MANUFACTURER. ALT: (WTS) SSA + SSB; (ZRN) Z1700-100 + Z1700-300. P-26 FUNNEL DRAIN (3"): J.R. SMITH 3510L03 FUNNEL -CEPTOR 3" INDIRECT WASTE RECEIVER WITH NICKEL BRONZE STRAINER AND FUNNEL. PROVIDE 8" ROUND F22 STRAINER WITH 3.25"X 8.25" OBLONG FUNNEL. ALT: (WTS) FD -103P -A8 -G-1; (ZRN) ZN451-8S-3NL-OF P-27 WATER PRESSURE GAUGE: TRERICE MODEL 800B, 2-1/2" ROUND, BOTTOM OUTLET WITH 1/4" N.P.T. CONNECTION AND 0 TO 100 PSI RANGE. P-28 BALL VALVE: NIBCO MODEL 4660-T, 3/4", WITH IPS INLET AND OUTLET. P-29 ICE MACHINE FLOOR SINK: ZURN Z1910-KC-3NH-1-23 CAST IRON INDIRECT WASTE RECEIVER WITH FLASHING CLAMP, 8" SQ. BODY, ALUMINUM SEDIMENT BUCKET AND NO GRATE. NO SUBSTITUTIONS. P -29A CENTERLINE TABLE FLOOR SINK: J.R. SMITH 3411 L04-12 SANI-CEPTOR CAST IRON INDIRECT WASTE RECEIVER WITH 8" SQ. BODY, SEDIMENT BUCKET AND HALF GRATE. ALT: (WTS) SF -713P -FC -5-33 + FD -8-1/2 (GRATE); (ZRN) Z1910-KC-3NH-1-23 + P1910-2 GRATE. P-30 FILTERED WATER FAUCET: (FAUCET PROVIDED BY OWNER) TWO -HANDLE WALL MOUNT FAUCET WITH SWING SPOUT. MOUNT ON WALL AS SHOWN ON K -SHEETS. PIPE FILTERED WATER TO BOTH SIDES OF FAUCET. CONNECT TO SUPPLY PIPING WITH BRASS OR CHROME NIPPLES; GALVANIZED NOT ALLOWED. P-31 DUMPSTER POST HYDRANT (NON -FREEZE): WOODFORD MODEL Y2 LEVER TYPE POST HYDRANT, 3/4 HOSE CONNECTION, LOCKABLE LEVER HANDLE, BRASS CASING, BRASS OPERATING ROD, ASSE 1052 APPROVED AND 24" DEPTH OF BURY. P-32 DUMPSTER PAD DRAIN: J.R. SMITH FIGURE NO. 22800O3 3" FLOOR DRAIN WITH 7-1/2" HINGED CAST IRON SLOTTED GRATE AND SEDIMENT BUCKET. PROVIDED AND INSTALLED BY SITE CONTRACTOR. ALT: (ZRN) Z560-3NL-Y-C. P-33 TRAP PRIMER (MECHANICAL TYPE): PRECISION PRODUCTS PR -500. PROVIDE DISTRIBUTION UNIT WHERE SERVING MULTIPLE DRAINS. PROVIDE SCREWDRIVER STOP AT PRIMER INLET. ALT: (WTS) TP -300A -DR. P-34 DISPENSER BACKFLOW PREVENTER: WATTS MODEL #WLF7RU22D ASSE 1024 RATED WITH 1/2" FIP INLET AND OUTLET, DUAL CHECK TYPE. PROVIDE 1/2" DIA X 2" LONG CHROME NIPPLE AT BFP INLET AND OUTLET. PROVIDE T&S BRASS MODEL B-0110 CHROME WALL BRACKET P-35 FLOOR DRAIN (3"): JONES STEPHENS CORP D50-064 PVC BODY, BRONZE SPUD WITH 6" DIAMETER NICKEL BRONZE STRAINER. SEE DWG P1.1 FOR DRAINS IN RESTROOMS REQUIRING 1/2" TRAP PRIMER CONNECTION. ALT: (WTS) FD103-A6-60; (ZRN) FRO6NIP3S-C. P-36 12"X12" BEVERAGE TOWER INDIRECT RECEIVER (3") S59-003 (2") S59-002" JONES STEPHENS CORP PVC BODY, PVC HALF TOP GRATE S59-012 & DOME STRAINER. P-37 FLOOR DRAIN (3"): JONES STEPHENS CORP D50-076 PVC BODY, BRONZE SPUD WITH 6" SQUARE NICKEL BRONZE STRAINER. PROVIDE 1/2" TRAP PRIMER CONNECTION FOR DINING ROOM DRAINS. ALT: (WTS) FD103-M6-7-60; (ZRN) FSO6NIP3S-C P-38 HOT WATER RECIRCULATING PUMP: TACO MODEL 006 -B7 -IFC. A" UNION CONNECTIONS, INTEGRAL FLOW CHECK, 110 VAC. ELECTRICIAN TO PROVIDE AND WIRE PLUG AND CORD, '40 HP, 3 GPM AT 7 FT TOTAL DYNAMIC HEAD. PROVIDE CONTROL WIRING AND HONEYWELL MODEL L6006C 110 VAC AQUA -STAT, WITH ADJUSTABLE SETPOINT, MOUNTED DIRECTLY ON PIPE. SET SHUT-OFF TEMPERATURE AT 110 DEG F. P-39 2" PRESSURE REDUCING VALVE: WATTS NO. #LF223-SB WITH BUILT-IN BYPASS FEATURE. SET NO FLOW CONDITION AT 70 PSI. ALT: (ZRN) SERIES 500XLYSBR. P-40 WYE STRAINER WITH #100 SCREEN: 2" WATTS LF777SM3, BRONZE WYE STRAINER WITH THREADED CONNECTION AND TAPPED RETAINER CAP. PROVIDE #100 MESH SCREEN. PROVIDE WATTS y2" BD -1C BRASS BOILER DRAIN WITH BRASS STREET 90 DEGREE ELBOW, MALE END SIZED FOR CONNECTION TO WYE STRAINER RETAINER CAP OUTLET TAP. P-41 WALL HYDRANT (NON -FREEZE): WOODFORD MODEL 30-C AUTOMATIC DRAINING WALL HYDRANT WITH DUAL CHECK BFP, ASSE 1052 APPROVED, WALL CLAMP, ROUGH BRASS FINISH. OFFSET OVAL HANDLE AND "C" STYLE INLET, ORDER 4" WALL THICKNESS. P-42 ROOF AND OVERFLOW DRAIN (AT HIGH ROOF) : 8" ROOF DRAIN: ZURN MODEL Z125 -DP; DURA -COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD, TOP -SET DECK PLATE, AND LOW SILHOUETTE CAST IRON DOME. PROVIDE 2" HIGH EXTERNAL WATER DAM, SUFFIX -89 FOR OVERFLOW DRAIN. REFER TO PLAN FOR SIZES. P-43 ROOF AND OVERFLOW DRAIN (AT LOW ROOF) : 12" ROOF DRAIN: ZURN MODEL Z121 -DR; DURA -COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD, ADAPTER RING, TOP -SET DRAIN RISER, DRAIN RISER FLANGE, TOPSET DECK PLATE, AND LOW SILHOUETTE CAST IRON DOME. PROVIDE 2" HIGH EXTERNAL WATER DAM, SUFFIX -89 FOR OVERFLOW DRAIN. REFER TO PLAN FOR SIZES. P-44 TROUGH DRAIN (AT ICE MAKER) ADVANCE TABCO MODEL: FTG -1248 "STAINLESS STEEL GRATING" REFER TO ARCHITECTURAL DETAIL FOR INSTALLATION DEPTH BELOW FINISH FLOOR. P-45 ROOF AND OVERFLOW DRAIN (AT CANOPIES) : 8" ROOF DRAIN: ZURN MODEL Z125 -R-90; DURA -COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE POLY -DOME AND SUMP RECEIVER. PROVIDE 2" HIGH EXTERNAL WATER DAM, SUFFIX -89 FOR OVERFLOW DRAIN. REFER TO PLAN FOR SIZES. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2018 City of Tukwila BUILDING DIVISION PG REVIEV ED FOR CODE COMPLIANCE APPROVED JUN 21 2018 City of Tukwila BUILDING DIVISION E D fie-A Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 CONSULTING ENGINEERS Project MEP, Inc. 1221 E. Dyer Rd. Suite 200 Santa Ana, CA 92705-5636 (949) 428-8800 DATE SIGNED: 4-24-2018 ot$ f - I J LL w1 c# At %.0 B A Cn z W 0 z 0 z 0 FSR# 04094 REVISION SCHEDULE NO. DATE DESCRIPTION 1 02-26-18 AGENCY REVISIONS 2 04-24-18 AGENCY REVISIONS RECEIVED CJTY OF TUKWILA APR 3 0 2018 PERMIT CENTER ARCHITECTS PROJECT # PRINTED FOR CONSTRUCTION DOCUMENTS DATE Issue Date DRAWN BY Designer Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET PLUMBING SPECIFICATIONS SHEET NUMBER P-901