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Permit PG14-0006 - DARWIN'S NATURAL PET PRODUCTS - TENANT IMPROVEMENT
DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR PG1 4-0006 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No: 0223400045 Permit Number: PG14-0006 Address: 350 TRECK DR 1 Issue Date: 3/4/2014 Permit Expires On: 8/31/2014 Project Name: DARWIN'S NATURAL PET PRODUCTS Owner: Name: PANKRATZ HOLDINGS LLC Address: POBOX 58388 , TUKWILA, WA, 98138 Contact Person: Name: STEVE CARNEY Phone: (206) 575-7527 Address: 8706 S 222 ST, KENT, WA, 98031 Contractor: Name: STATE MECHANICAL COMPANY Phone: (206) 575-7527 Address: 8706 S 222 ST , KENT, WA, 98031 License No: STATEMC141C7 Expiration Date: 9/1/2015 Lender: Name: Address: 1 DESCRIPTION OF WORK: PLUMB IN AND INSTALL 1 SHOWER, 1 WATER CLOSET, 1 LAVATORY, 1 DRINKING FOUNTAIN, 1 SUMP PUMP, ONE 1250 GALLON GREASE INTERCEPTOR, 3 FLOOR SINKS, 4 FLOOR DRAINS & 4 TRENCH DRAINS and 3/4" REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR IN -PREMISE ISOLATION TO SEPARATE THE WAREHOUSE FROM THE OFFICE. Valuation of Work: $65,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $455.78 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: fir,/ ���y.�/ Date: Print Name: gam( J7(./4 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 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 guage. 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 17: ***PUBLIC WORKS PERMIT CONDITIONS*** 1)The Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturers specifications. Upon installation RPPA shall be tested by a certified tester and backflow test report forwarded to the Public Works Inspector. 2) Thereafter annual RPPA tests shall be performed at owner's expense, and copies of the test results submitted to City of Tukwila Water Department, 600 Minkler Blvd., Tukwila, WA 98188, phone 206 433- 1860, fax 206 575-3404. 3) Every three month the owner shall completely pump out the interceptor. 4) At any time the City may inspect the interceptor and require service that is more frequent. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK- 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. G [14-0a) Project No. Date Application Accepted: t� 2. — 114 Date Application Expires: '):1 i L4 (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.: 0223400045 Site Address: 350 Treck Drive Suite Number: Floor: 1 Tenant Name: Darwin's Pet Products New Tenant: E Yes ❑ ..No PROPERTY OWNER Name: CASEYMAX LLC Address: 350 TRECK DR 98188 City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Steve Carney Address: 8706 S 222nd St City: Kent State: WA Zip: 98031 Phone: (206) 575-7527 Fax: (206) 575-7529 Email: stevec@statemech.net PLUMBING CONTRACTOR INFORMATION Company Name: State Mechanical Co Address: 8706 S 222nd St City: Kent State: WA Zip: 98031 Phone: (206) 575-7527 Fax: (206) 575-7529 Contr Reg No.: STATEMC 141 C7 Exp Date: 09/01/2015 Tukwila Business License No.: BUS-0101359 Valuation of Project (contractor's bid price): $ 65,000 Scope of Work (please provide detailed information): To plumb in and install 1 shower, 1 water closet, 1 Lay, 1 drinking fauntain, 1 sump pump, 1 1250ga1 grease interceptor, 3 floor sinks, 4 floor drains & 4 trench drains Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer H:\Applications\Forms-Applications On Line\201 I Applications\Plumbing Pcrmit Application Revised 8-9-tt.slocx Revised: August 2011 Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 1 Sinks 3 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than5 Atmospheric -type vacuum breakers not included in Lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 1 Lavatory t Urinal 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 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Rcpair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 J `I 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 Sump pump 1 Trench Drain 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 547 Cil Print Name: Steve Carney Date: 1/27/14 Day Telephone: 206-575-7527 Mailing Address: 8706 S 222nd St Kent WA 98031 City State Zip H:\Applications\Fortes-Applications On Line \201 I Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $455.78 PG14-0006 Address: 350 TRECK DR 1 Apn: 0223400045 $455.78 PLUMBING $438.25 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $318.10 PLAN CHECK FEE R000.322.103.00.00 $87.65 TECHNOLOGY FEE $17.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R954 R000.322.900.04.00 $17.53 $455.78 Date Paid: Monday, January 27, 2014 Paid By: STATE MECHANICAL CO Pay Method: CHECK 4410 Printed: Monday, January 27, 2014 3:00 PM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: b tT�K nn { 1�1 Type of,Jns¢ecti4n N...) Address; Date Called: Special Instructions: Date Wanted:m' ►"� r �— L-^( p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OGyvv e "A Le nspe or: Date; t(2 .w --, I (jj REINSPECTION FEE REQUIRED\ Prior to n xt inspection, fee must be pa jdtat 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: {� 1)1k,-u` i ',)j Type of Inspection:...- , ('<<,Cvvik i- } Niit— Address: 5 ._- f r'_.. t Date Called: Special Instructions: ■ ik)c / Date anted: r,_ ,.. r" 41 W Ca., m (4.4" p.m. Requester: ,� ., Phone N(a — CDr f ( ..4. 6? Approved per applicable codes. ICJ Corrections required prior to approval. COMMENTS: cp• A >,J voe-yv At,pru16e r eEtor:_ Fi REINSECTION FEE REQUIRED. Prior to next inspection, fee must be 1 B t 6300 Southcenter fvd., Suite 100. Call to schedule reinspection. Dat -IL/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t iL!-votes Project: Oil /40 /V .5 Type of Inspection: 6 rent,4 Gt ovt . Address: 350 ri e/4 Date Called: Special Instructions: Date Wanted: 3`ie-� L� 1 F" .e_ Requester: Phone No: S ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: (‘) C9.•r L k -►gip Aie' 0 (uctt&-c, c,(eas Trv-laire t,.-le.7 ) 4._ i a A Inv .A % \A m..1- C� a , -, A. Insp tor: Date: cn�-1 REII)ISPECTION FEE REQUIRED. Prior to text inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ip 6,1 1,i Project: 4\ 9- Imo, I ha S I,i, r y I 1 Type of Inspection: GRatiN Iu3c7Z Address: 3 ai 1 al - Date Called: Special Instructions: Date Wanted:. 3— L1-. *,L.% a:in: 13.m: Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: fp it ? _ ,,,y �,rc t (r=t. ►`iic ryl 1 c C C<„ rags ! _1P✓Ppp' y f Inspectoor: Date: l / \ REINSPECTION FEE REQU1 tED. Prior to next inspection, fee/must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FILE COPY pt'*J, A"n_ ES-LF009 For Health Hazard Applications Job Name Darwin's Nat Pet Products Job Location Engineer Approval Tukwila inside the building LEAD FREE* Series LF009 Reduced Pressure Zone Assemblies Sizes:1/4r' - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumb- ing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross -connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free* construc- tion to comply with Lead Free* installation requirements. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes 1/4" — 1 " (8 — 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free* bronze body construction for durability'/4" — 2" (8 — 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" — 2" (8 — 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to back- siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal compo- nents shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* bronze materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LF009. Contractor State Mechanical Approval Contractor's P.O. No Representative Test Cock No 3 RECEIVFn FEB 18 2014 T (Ahvvtt�-. PUBLIC -WORKS le (15mm) LF009QT ,,.• RECEIVED Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone Relief Valve Assembly CITY OF TUKWILA FEB 13 2014 PERMIT CENTER Test Cock Na. 4 rl Second Check Module Assembly REVIEWED FOR CODE CQMPLIANCE APPROVED FEB 2 7 2014 Now Available WattsBox Insulated Enclo ures. For more information, send for literati -cd Tukwila BUILDING DIVISION IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMEMS tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. *The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. Watts products Watts cation in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, lwA ® please contact 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. CORRECTION LTR# I Available Models:'/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves LF - without shutoff valves Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: IA" - 2" (8 - 50mm) Lead Free bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, bronze ball valve shutoffs. Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free bronze body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Series LF009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC Manual 8th Editions ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPM0 File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPM0 Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 21" and 3" (65 and 80mm) with OSY gate valves. MODEL For Series LF909, LF009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG-A 1/4"-1/2" LF009, 3/4" LF009M2/M3 1/2 13 23 60 31/8 79 .625 .28 909A6-C 3/4"-1" LF009/909, 1 "-1 Y2" LF009M2 1 25 33/4 83 4% 124 1.50 .68 909AG-F 13/4"-2" LF009M1, 13/4"-3" LF009/909, 2" LF009M2, 4"-6" 993 2 51 43/s 111 63/4 171 3.25 1.47 909AG-K 4"-6" LF909, 8"-10" LF909M1 3 76 63/e 162 95 243 6.25 2.83 909AG-M 8"-10" LF909 4 102 73/e 187 111/4 394 15.50 7.03 909EL-A '"-'/z" LF009, 3/4" LF009M2/M3 - - - - - - - - 909EL-C 3/4"-1" LF009/909, - - 23/e 60 23/8 60 .38 .17 * 909EL-F 1'"-2" LF009M1, 1'/4"-2" LF009/909, 2" LF009M2, 4"-6" 993 - - 3% 92 35/a 92 2 .91 * 909EL-H Vertical 21/2"-3" LF009/909 - - - - - - - - A B Dimensions and Weight:1/4" - 2" (8 - 50mm) LF009 LF009 1/4" — 2" in. SIZE (DN) mm in. A mm in. B mm DIMENSIONS (APPROX.) C in. mm D in. mm in. L mm WEIGHT Ibs. kg.s 'A 8 10 250 4% 117 33 86 114 32 512 140 5 2 % 10 10 250 45 117 3'/8 86 11/2 32 5'h 140 5 2 1h 15 10 250 45/8 117 33 86 1 % 32 51/2 140 5 2 % 20 10% 273 5 127 31/2 89 112 38 6% 171 6 3 1 25 163/4 425 51/2 140 3 76 21/2 64 9'h 241 12 5 11/4 32 173 441 6 150 31/2 89 21/2 64 113 289 15 6 11/2 40 17'/8 454 6 150 31/2 89 21/2 64 111/2 283 16 7 2 50 213 543 7% 197 41/2 114 31/4 83 13'h 343 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX) E in. mm in. L mm in. R mm in. U mm WEIGHT Ibs. kgs. LF009LF 21/2 65 — — — — 41/2 114 — — 181/2 460 — — 105 270 76 34.5 LF0090SY 21/2 65 331/2 845 157/8 403 41 114 163/8 416 1818 460 73/4 197 10% 270 166 75.3 LF009NRS 21/2 65 331/2 845 113/8 289 41/2 114 163/8 416 1818 460 73/4 197 105 270 161 73.0 LF009LF 3 80 — — — — 41/2 114 — — 181/2 460 — — 105/8 270 76 34.5 LF0090SY 3 80 341/2 870 181/2 470 41/2 114 16% 422 181/2 460 83/4 222 105/8 270 198 89.8 LF009NRS 3 80 3414 870 123/4 324 412 114 165 422 181/2 460 83/4 222 105/8 270 191 86.6 Capacity Performance as established by an independent testing laboratory. `Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 0 .25 AP 0 .95 '/a" (8mm) LF009QT kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .60 .75 1 1.17 gpm 1.9 2.9 3.8 4.5 Ipm '/a" (10mm) LF009QT AP O .25 .50 .75 1.25 1.50 2.5 3. gpm .95 1.9 2.9 38 4.8 5.7 9.4 11.8 Ipm kPa psi 1/2" (15mm) LF009QT 172 25 138 20 103 15 69 10 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 OP 07.6 2.5 5 7.5 10 12.5 15 gpm 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/4" (20mm) LF009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATFS® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 11/4" (32mm) LF009M2QT AP O kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 1 %" (40mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2/" (65mm) LF009 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 3" (80mm) LF009 * 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps M9001-2000 CERTIFIED A Watts Water Technologies Company USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ES-LF009 0940 © 2009 Watts City of Tukwila Department of Community Development February 07, 2014 STEVE CARNEY 8706 S 222 ST KENT, WA 98031 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG14-0006 DARWIN'S PET PRODUCTS - 350 TRECK DR Dear STEVE CARNEY, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL 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.) (BUILDING REVIEW NOTES) 1. Plan specifies "NO TRAPS ON TRENCH DRAIN OR FLOOR DRAIN". Floor drains are identified as FD-1 in the schedule and plan. However there are floor drains in the restrooms also identified as FD-1. These bathroom drains shall require traps since they are directly connected to the main sewer. In addition the bathroom drains shall be provided with a trap primer. Please show bathroom floor drains separate from the FD-1 and provided with trap primers. (2012 UPC 1005.0, 1006.0 & 1007.0) PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please submit specification/cut sheets for the proposed grease interceptor. 2) Applicant shall apply for a separate Public Works construction permit to install a Reduced Pressure Principle Assembly (RPPA) immediately downstream of the existing 1" water meter for premise isolation. 3) In addition since Darwin's Pet Products is considered a high cross -connection hazard applicant shall install a Reduced Pressure Principle Assembly (RPPA) for in -premise isolation under a revision to this permit or under a separate plumbing permit. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely Bill Rambo Permit Technician File No. PG14-0006 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0006 DATE: 02/13/2014 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TREK DR Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division mt Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/18/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0006 DATE: 01/27/14 PROJECT NAME: DARWIN'S PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: i9-gt-�� Building Division As Cow mitotic Works Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ flie__ Ping ❑ PW Zr Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision subnuttals must be subnutted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2/13/14 Plan Check/Permit Number: PG 14-0006 n Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Darwin; s Natural Pet Products Project Address: 350 Treck Dr Contact Person: Steve Carney Phone Number: `206-575-7527 Summary of Revision: Building Department: 1 Addressed the floor drain comment by changing the floor drain identification in the restroom to FD-2 and showing a trap'primmer plumb to it. PW Department: 1) Added a grease interceptor spec sheeet to the plans 7) I will apply for an RPPA permit for the incoming 1" water service. 3) I put a coment note to add a 3/4" RPPA to separate the warehouse from the office and added a hub drain & trap primmer to the water isometric Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �V02-- (511(4 Entered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8-13-2004 King County Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address :' 1 � � Of 9e/es City State ZIP LAB r LLc Owner's Name For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) Subdivision Name Lot # City or Sewer District Subdiv. # Block # /�Date of Connection Building Name ICJ �f 4-v,4"t� PG-1 Pf(.adG c4-5 (if applicable) Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Owner's Phone Number (with Area Code) Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Property Contact Phone Number (with Area Code) Was building on Sanitary Sewer? El Yes ❑ No Owner's Mailing Address Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes 0 No 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 1 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 i Sink, bar or lavatory 2 1 i Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1...Y., i- Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 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 No. of Fixture Units _ 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B f RCE RCE RBCEIVED WY OP TUKW1LA I1AtN 2 7 2014 PERMIT Qf i41't€a Pursuant to King County Code 28.84, 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 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. 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 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative „% J ?Q&..& 1058 (Rev. 9/07) White - Kino County Yellow - Local Sewer Aoencv Pink - Sewer Customer Date %/a- % / ldf( •E�9�xaM t� STATE MECHANICAL COMPANY' Page 1 of 2 41111111 Washington State Department of Labor & industries STATE MECHANICAL COMPANY Owner or tradesperson PLATZ, GERRICK D Principals PLATZ, GERRICK D LYNCH, JOHN MICHAEL DEWITT, RALPH E (End: 12/18/2012) Doing business as STATE MECHANICAL COMPANY WA UBI No. 600 611 697 8706 S 222nd St KENT, WA98031 206-575-7527 KING County Business type Corporation Governing persons GERRIKPLATZ License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no. STATEMC141 C7 Effective — expiration 02/27/1986 — 09/01/2015 Bond TRAVELERS CAS & SURETY CO Bond account no. 200686359 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 08/14/2001 07/27/2001 Insurance James River Ins Co $1,000,000.00 Policy no. 000590200 Received by L&I Effective date 08/22/2013 08/23/2013 Expiration date 08/23/2014 Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600611697&LIC=STATEMC 141 C7&SAW= 03/04/2014 GENERAL NOTES ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATION FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER REPRESENTATIVE OR DESIGN ENGINEER. ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. HOWEVER, ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER REPRESENTATIVE OR THE DESIGN ENGINEER. 2. PLUMBING CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE. CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS AND ROOFS WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 4. PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES INVOLVED PRIOR TO INSTALLATION OF PLUMBING EQUIPMENT, SO AS TO AVOID CONFLICTS DURING CONSTRUCTION. 5. COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 6. ALL INDIRECT WASTE OUTLETS TERMINATING AT FLOOR DRAINS AND FLOOR SINKS SHALL HAVE 2" AIR GAP (MIN.) OR TWICE THE EFFECTIVE DRAIN DIAMETER WHICHEVER IS LARGER. ALL INDIRECT WASTE PIPES PASSING THROUGH FLOOR SLAB OR WALLS SHALL BE INSTALLED WITH FOAM RUBBER INSULATION. 7. ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN REQUIRED BY LOCAL PLUMBING CODE. INSTALL AND SIZE CLEANOUTS PER CURRENT APPLICABLE PLUMBING CODE AND AS REQUIRED BY LOCAL JURISDICTIONS. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 9. INSTALL VENT PIPING PER CURRENT APPLICABLE PLUMBING CODES. EACH FIXTURE VENT SHALL BE RAISED TO MIN. 6" ABOVE FIXTURE FLOOD RIM BEFORE CONNECTING TO ANY OTHE FIXTURE VENT. 10. INSTALL SHUT OFF VALVES/STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 11. PROVIDE TRAP PRIMER ON ALL FLOOR DRAINS. 12. ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI-LAV GUARD (OR EQUAL). OFFSET P-TRAPS TO CLEAR WHEELCHAIR ACCESS. 13. SLOPE WASTE 1 /4" PER FOOT (2%) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT. PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE/SOIL PIPE VENT, PIPE GAS PIPE RAIN LEADER PIPE WCO 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" o- o- -o- PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) WALL CLEANOUT 1 /2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1-1/4" PIPE SIZE 1 -1/2" PIPE SIZE 2" PIPE SIZE 2-1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL DESCRIPTION o-, FS ©FD Ia FC0 COLD WATER FILTERED WATER HOT WATER VENT WASTE, SANITARY (OPTIONAL) 2._g. t* INSIDE MAR) 9'-0' OVERALL a.51UE am 2`m10' (1st 11LS'OE GEAR) PLAN VIEW ¢T3' INSiDE. GLUM) ADJUST 10 ME •2411 LOCKABLE RAVE & COVER RISERS AS NEEDED AIR & GAS mg (3) PLACES 24'0 ACCESS OWING (3) 81.1GP I3 r-1 r ." r i n INLET 1 I: 1 1. �, 1 T F ' ri, .,..e. _ t Mw�PEGTION PO E i I I 1 _ J 1 1 I I I I 1 r 2-TON LIFT ANCHOR 1 (4) IN CENTER 1-1 n ' 1 71,4 OUTLET . .L1I I-4-_- �- , -I-1 I 141 , 1ih I - III 1 I l�l }. » I I If II ' U I :I? f-I L1 11 "A I 1-10 x C-, 1. i j j ,� i 1 1 i i , i I ; 1 i ill 1# �,j 1f I I I I ' Q GROUT ALL AROUND E17110M & BOTH SIDES VIEW A REVISION DESCRIPTION %"8 PULUNG IRO GALVARIED (4) a1 east SEE KNOCKOUT DUAL ('T) EACI4 ENO, (2) ENOS KNOCKOUT DETAIL VIEW B STRUCTURAL NOTES 1; CONCRETE:28 DAY COMPRESSIVE S'TR ,IH 4 ' 7000 psi 2, RE2M1 ASTM A-706 GRADE 60 3. 14ESH ASNTN A-185 GRADE 65 4. DESIGN: AC1- 318-05 BUILDING CODE 5 LOADS AST11 C-890 1046014 STRUCTURAL DESIGN LOADING FOR MONOUTFAC OR SECTIONAL PRECAST CONCRETE. WATER AND WASTEWATER STRUCRTRES" LOADS AND LOAD DL47RIBUTID14S PER AASHT0 1E3-17 AASH1TQ NS-20 TRUCK W1iZEL, 16,000 Res 30X IMPACT FOR LESS THAN .2.--0' SOU, COVER 120 pcf SO&. DENSITY 40 p:f E.F.P. LATERAL SOIL PRESSURE ABOVE WATERTABLE 80 pcf E F.P. LATERAL. SOIL PRESSURE BEHYW WATLRTIIBLE 80 psi LNE TOAD :SURCHARGE ABOVE 8'-0` SOL DEPTH TOP OF VAULT 5'-0' BELOW FINISHED GRADE (LAx) V+ATERTADLE S'--D" BELOW 01141460 GRADE BI D) GENERAL NOTES 1. WATER DEF'1H 3'-10" 2. CUSTOMER TO: MR ALL VAULT FEATURES 00 ALL GROUTBtG & EPDXY OF VAULT: HOLES & SEAA4S (LISOTG N124N-SHR01K GROUT) SUPPLY & INSTALL ALL PANG DO ALL PANTING SYSTEM FILL WITH CLEAN WATER PWOR TO START UP OF SYSTEM 3. GRAY WATER ONLY. 8LAC11 WATER CARRIED BY SEPARATE. S:OE SEWER DESIGN CRNERTA 2009 UNIFORM PLUMBING COOE NUMBER OF MEALS WASTE: FLOW REID41ION STORAGE CAPACATY PER PEAK )TOUR X RATE' x TIME % FACTOR _ IN GALLONS SH1PINO WEIGHT 241A =ABLEFRAMES & CCVCRs: 4484 GA ICi*: (2X) 4484 GA BAFFLE: 484 GA CENTER: 4484 GA BASE: 600 lbs. 4,635 Ibs 1,335 lbs 6,085 ,b5 3,1115 ,bs TOTAL:. 17,465 Ibs 4484 GA TOP (SEE SHEET 2) (2) 4484 CA MTtES (1 W0 010-81017330-001) 4484 GA CENTER (SEE SHEET 3) 448E GA BASE (SEE SHEET 4) OIdcastle Precast' ° res TEI , THIS DOGUSEVT IS THE YROYSNTt' OS OLSEESTE E TREGAST. INC. IT IS SEINITTED TON REFERINOE YUR►MS OSiY AND SHALL NOT OE SSTS IN AST HAT IR JERIQUa TO THE INTERESTS Or SAID OOIIYANY. OC°TMETTOSIN QAKAROEIREEHTE JUNISRpAl0 *4* 4484 GA GREASE INTERCEPTOR- 4484 VAULT: 6,,4%X44W xt-2110116100 WASTE, GREASE RAIN LEADER GAS (7 IN-W.C.) CONDENSATE GATE VALVE BALANCING/SHUT-OFF VALVE BALL VALVE PRESSURE GAUGE UNION VENT THRU ROOF BURIED PIPE HOSE BIBB (WALL HYDRANT) FLOOR SINK FLOOR DRAIN FLOOR CLEANOUT GREASE INTERCEPT❑R NO SCALE INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING/CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SEPARATE PERMIT REQUIRED FOR: ErMechanicai grEtectrical 0 Plumbing ri.eGas Piping cf Tukwila ":1 DIVISION REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. MOTE: Revisions will require a new plan submittal and may include additional plan review fees, HW PIPES INSULATED AS -PER WASHINGTON STATE ENERGY CODE WATTS N36 VACUUM RELIEF VALVE INSTALL APPROVED VENT MATERIAL IN APPROVED LOCATION TYP. 1.25" HW S-HW- INSTALL SEISMIC BRACING AS REQUIRED BY 2012 UPC. (MIN. 20 GA. STRAP) NOTE: PIPE SIZES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS 3/4" TPRV PLUMBING FIXTURE SCHEDULE 0 0 MARK ITEM CONNECTION SIZE NOTES CW HW P-TRAP W V DESCRIPTION 0TRIPLE SINK 1 /2" 1 /2" INDIRECT _ _ REFERENCE ARCH PLANS 1,2,3, P2 DOUBLE SINK 1 /2" 1 /2" 1-1 /2" 2" 1-1 /2" REFERENCE ARCH PLANS 1,2,3, 4,5,6 0 SUMP VAULT - - - 4" 2" REFERENCE ARCH PLANS - 0 CATCH BASIN - - 4" - REFERENCE ARCH PLANS 1,2,3, 4,5,6 P6 DRINKING FOUNTAIN 1 /2" - 1-1 /4" 2" 1-1 /2" REFERENCE ARCH PLANS 1,2,3, 4,5,6 P7 EJECTOR PUMP - - - 2" - REFERENCE ARCH PLANS 1,2,3, 4,5,6 Pg WATER FOR 3/4" - - - - REFERENCE ARCH PLANS 1,2,3, WASH DOWN 4,5,6 S GREASE INTERCEPTOR - - - 4,. 3" REFERENCE ARCH PLANS , 4 2,3 , ID SHOWER STALL 1 /2" 1 /2" 2" 2" 1-1 /2" REFERENCE ARCH PLANS 4,5,6 a HUB DRAIN 2" 2" 1-1 /2" REFERENCE ARCH PLANS 4,5,6, FLOOR DRAIN - - -- 2"BRONZE MIFAB # F1100-XS-1-4 6X6 NICKEL ' STRAINER, CAST IRON BODY 3-M 4,5,6,(FD) COATED CAST IRON BODY WITH ANCHOR FLANGE, WEEP HOLES ,� MIFAB # F1100-XS-1-4, 6X6 NICKEL 1,2,3, FD \ 2 ) FLOOR DRAIN - - 2 2" 1-1 /2 BRONZE STRAINER, CAST IRON BODY 3- 4,5,6E COATED CAST IRON BODY WITH ANCHOR FLANGE, WEEP HOLES SIOUX CHEIF # 861-4PX 1,2,3, ® W FLOOR SINK - - 2" 2" 1-1/2" PVC SQUARE FLOOR SINK WITH 1 /2 PVC GRATE, AND ALUMINUM 4,5,6 STAINER . AM WATER CLOSET ADA COMPLIANT 1/2" - 4" 2" AMERICAN STANDARD 2377.100 CADET ELONGATED,WHITE CHINA, 1,2,3, W (PRESS ASSIST FLOOR MOUNTED ADA HT. WITH OLSONITE #95 OPEN FRONT SEAT F.T.) NO LID PROVIDE WITH PRESSURE ASSISTED SIPHON JET FLUSH TANK, BOLT CAPS WITH HDL ON ACCESSABLE SIDE OF FIXTURE. LA LAVATORY ADA COMPLIANT 1 /2" 1 /2" 1-1 /2" 2" 1-1 /2" AMERICAN STANDARD # 0321.075, DECLYN WALL MOUNTED VITREOUS CHINA WITH REAR OVERFLOW AND # 772.018 1,2,3, 4,5,6 v OFFSET GRID STRAINER AND CONCELED ARM SUPPORT. PROVIDE WITH AMEERICAN STANDARD # 2000.100 FAUCET, CHROME PLATED SINGLE LEVER ACTION. WATER HEATER » 1-1 /4 1-1 /4 - - - REFERENCE ARCH PLANS AND DETAIL 1 /P1.0 1,2,3, 4,5,6 Mk w NOTES: 1. PLUMBING CONTRACTOR TO PROVIDE ALL STOP VALVES, FLEXIBLE METAL RISER AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE AN OPERATION FIXTURE 2. ALL MATERIAL IN DOMESTIC WATER SYSTEM SHALL COMPLY WITH LEAD FREE STANDARDS NSF/ANSI 61. 3. SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITIES OF ALL THE PLUMBING FIXTURES AND DIFFERENT TYPES. 4. SEE ARCHITECTURAL PLANS TO DETERMINE EXACT CONFIGURATION AND ORIENTATION OF EACH FIXTURE. 5. ALL FIXTURES SHALL MEET THE STATE WATER CONSERVATION ACT REQUIREMENTS. 6 FIXT LL INCL CESSORIES FOR A COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO ALL STRAINERS, POP-UP S AND STOPS, WING NUTS, ETC. �,fG► Tra1' prrw�ty Plan rcMew approval is subject to errors and omissions. of c;4 ri afruction documents does not authrri?e 01 any adopted code or ordinance. Receipt L Jproved Field Copy and conditions is acknowledged: By Date: 0 TYP. 1.25" CW City Of 11ikwila BUILDING DIVISION THERM-X-TROL ST-5 OR APPROVED PRESSURE TANK NON FERROUS BODY CIRCULATION PUMP DISCHARGE RELIEF AND TO APPROVED LOCATION. INSTALL SHUT-OFF VALVE, DIRT LEG, AND UNION CONNECTION GAS WATER HEATER NO SCALE DOMESTI HOT WA R I P E E DESIGNATION: CP ZONE: OFFICE (120') MANUFACTURER: GRUNFOS MODEL: UP15-10 B5 & 7 TLC TYPE: INLINE HP: 1/25 RPM: - MOTOR: 60WATTS VOLTAGE: 115 PHASE: 1 WEIGHT (LBS): - REMARKS: (1) (1) ALL BRONZE PUMP, 125 PSI MIN. RATED. WITH TIME CLOCK FEB 2 7 2014 City of Tukwila BUILDING DIVISION PLAN INDEX P1.0 GENERAL NOTES, SCHEDULES, DETAILS & LEGEND P2.0 1ST FLOOR PLAN - PLUMBING RECEIVED CITY OF TUKWILA P3.0 PRODUCT SHEETS FEB 13 2014 P4.0 PLUMBING ISOMETRIC SHEETS ICAI CORRECT iN LTR# ABOSSEIN ENGINEERING L.L.0 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abo -sein.com REVISIONS: n PERMIT SET \ CITY COMMENTS Job No.: 214009 Date: 01/20/2013 0 1 OF 4 1.25" CW MAIN UNDERGROUND COORD W/ PUBLIC UTILITIES L ...yennex2M6 CONNECT 130MBH TO EXISTING NATURAL GAS SYSTEM (VERIFY AFPROVED LENTH WITH FRICTION LOSS, AVAILABLE PRESSUR EXISTING SIZE, AND ADEQUATE AVAILABLE GAS LOADS) CONNECT 3/4" FROM NEW RES TO EXISTING HO WATER SYSTEM •• .t7=-ABRR ! RPBA: AND DRAIN IN 0/11 HUB DRAIN OT I.J FCO if) OOM FD L pv. , , k A 'ArG. ,,- f ilk W SEE DETAIL 1 /P1.0 t FEC 0.75" HWR 1 I : I I : I : I 11 : P.' I I : I 1:4 I 0 i II CONNECT TO EXISTING SANITARY WASTE SYSTEM f“ A A A N L EE VR :„. v." z.: t' .0 GW GW •••Viefi•NWMM•1093.106.2,••609. 1.;s. 1-1 EP ARE 778 R., f' FiD \\K GW !!1 I! \ \ .• \/ \\,/ V lir it ekfT, fru_ • . r.;1===±:::1 ;-1.;;L: ! FEC ANWIZE AREA -.E: PACKACNC - lil- t- ,‘ h1471 fr ttis 4di / I • ; • > !(I ••1141._ wi WNW 4J : • •• 0 A / vottatt, R / \ \ / A I •••••••••—=•••••.......- \l/' I ./1‘.. I \I \11//1 /IN. I \I — — JflU \./ ‘3 C 7 ULJ ° I 1: Nommm.mmmarvirmmatmwmmmmIrmlmwmmm.mgayi ,\ • g I ,^. A NN A A NE 4 e.. •.•. Z ,•. 04 L. a, I " I I I 1 H 1 I 1 I 5! ..4 i li II " II If ° Ill E I II 11V II IF Tr —Tr CC /11 tt 0 ,: , „: , N I „; ., „.1 .., .., II ..v.. / 4: IA ill ' Ai v. M...... ......................X v K. 1III! FREEZER 108 — 72 fpgaleitiii.INIIMON•Sttexo•A2 tEto ota 19:. tea it. atti mop as ...a me rat lost .st sat Eptir Eta tqa 40 A gii I ; Iti i I i tii... i 0.0. .• • t 4'i 0Di ,. I :7 ci'Ii— -5- .: \/ \7 .;„, ,,i „ •' ./ '.' V \., to E.. It.i . Ma I. .14. 14..ki . ION . it/ Mt tt. ;Xi . . . ii.5 01 . . OA bit WI . ait Of . AM /54 /144 I•1 N.I. 441 •R .• . •' . i i: • . . .... .......... ... ........ ... .... .... .. ./\ • 1 : LJ 1 ST FLOOR PLAN - PLUMBING SCALE: 1/8" = NORTH 11-1--. 0000 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 27 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2014 ABOSSEIN ENGINEERING L.L.0 MECHANICAL — FT,F,CTRICAL CIVIL — LEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abosse. .cqm TRECK DRIVE REVISIONS: A PERMIT SET A CITY COMMENTS Job No.: 214009 Date: 01/20/2013 P2.0 PERMIT CENTER 2 OF 4 E4 a P944{E:63NI39e i36329635 14.2c24x244 )tom N0,1 Mn c ei No.: 3'c*ct NO: 4" Standard Series Sinks 4`:344W.21'-mdaril rseo Car5.3drrrtaS''034 rSft63$44.3 4 3x.1;G * 4 1080 • Rix8634 :c 23a6554E245464 *344 6a322620342,2 RdnKa>•14 190yo $?. 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HEAVY D4U: 112001611111: CIARACITV AND OSEP,ost£4276:7::::$7221 ENVIRO-FLO'DRAIN SYSTEM fi.so.v3614:4;i47. 777,:e4134450$ - 161 0.6 Ira 76.20 PA 15,1 • • PR.ILIAB NUM EVIEWED FOR COpE COMPLIANCE APPROVED ity of Tukwila DING DIVISION RECEIVED CITY OF TUKWILA ABOSSEIN ENGINEERING L.L.0 MECHANICAL - ELECTRICAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com CO CO CO TRECK DRIVE CO PRODUCT PLUMBING A PERMIT SET A CITY COMMENTS Job No.: 21 4009 Date: 01/20/2013 P3.0 PERMIT CENTER 2"VTR 1250 GAJ.. G1REAS TIE INTO EXISTING RESTROOMS 2" PUMP LINE "VTR sink PUMP LINE WASTE ISOMETRIC SCALE: NONE ' 2"fd1'+ 4' GRAVITY 3"W trench drn trench drn f 'NOTE NO TRAPS Ot'I? TRENCH DRAIN I OR FLOOR DRAIN 1 LEANTOiJTS 5Etk CODE *DRAWING NOT TO SCALE 1-1 /2"VTR sink C0 2"W 3»rH d CI RC TIE INTO EXISTING COLD WATER SYSTEM WC: SINK CW STUB FOR WASH DOWN WATER ISOMETRIC SCALE: NONE 3?4"HW 3/4"CW *HOT WATER TANK TO V "DHAI<r1PE E( CIRC STRAP & EXPIATION TANK *DRAWING NOT TO M" RPBP TC" • SEPARATE THE WAREHOUSE FROM THE 0FHICE AIR GAP \. TO HUB [RN BY D/F SINK I 112"CW REVIEWED FOR CODE COMPLIANCE APPROVED FEB 27 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 13 2014 PERMIT CENTER TUKWILA WA, 98188 TRECK DRIVE ABOSSEIN ENGINEERING L.L.0 MECHANICAL — ELECTRICAL CIVIL — IEED — STRUCTURAL FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 OFFICE: (425) 462-9441 FAX: (425) 462-9451 EMAIL: CService@abossein.com WEBSITE: www.abossein.com ISOMETRIC PLUMBING 44 REVISIONS: n PERMIT SET CITY COMMENTS Job No.: 214009 Date: 01/20/2013 OF 4