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Permit PG13-0170 - PACIFIC DENTAL SERVICES - ALTERATION
PACIFIC DENTAL SERVICES 17420 SOUTHCENTER PKWY PG13-0170 110 may_ City of Tukwila Department of Community Development 2 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ij Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: PLUMBING/GAS PIPING PERMIT 2623049110 17420 SOUTHCENTER PKWY Project Name: PACIFIC. DENTAL SERVICES Permit Number: PG13-0170 Issue Date: 5/19/2014 Permit Expires On: 11/15/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 PO C/O KIMCO REALTY CORP, NEW HYDE PK, CA, 11042 BRANDON WEBB 2044 CALIFORNIA AVE , CORONA, CA, 92881 STATE MECHANICAL COMPANY 8706 S 222 ST, KENT, WA, 98031 STATE M C141C7 ,,, Phone: (951) 582-5758 Phone: (206) 575-7527 Expiration Date: 9/1/2015 DESCRIPTION OF WORK: COMPLETE PLUMBING FOR (2) RESTROOMS, SINKS Valuation of Work: $31,200.00 Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Fees Collected: $349.80 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 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Date: 0",0 • 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:A4/ Print Name:e V 6TUII✓G-g This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping'shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand_ the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKAA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No., -Date Application Accepted:. -Date. Application Expires: (For office use:only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: 17420 Southcenter Parkway King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: Yes ❑ .. No Tenant Name: TBD (Pacific Dental Services) 2-L 110 PROPERTY OWNER Name: Brandon Webb Name: Carmen Decker (425) 373-3511 City: Corona State: CA Zip: 92881 Address: Email: webbB@pacden.com City: State: Zip: CONTACT PERSON -= person receiving all project communication Name: Brandon Webb Address: 2044 California Aev City: Corona State: CA Zip: 92881 Phone: (951) 582-5758 Fax: Email: webbB@pacden.com PLUMBING ;CONTRACTORINFORMATION • Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Mo Valuation of Project (contractor's bid price): $ el -59;211r 3 L, 200 Scope of Work (please provide detailed information): Sinks, Two restrooms Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: B H:\Appbcations\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Sewer: Page 1 of 2 „ow oak Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 1 Dishwasher, domestic with independent drain Shower, single head trap 2 Sinks 5 Rain water system — per drain (inside building) 1 Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet 1 Drinking fountain or water cooler (per head) Lavatory 2 Urinal 2 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 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic 1 Food -waste grinder, commercial Wash fountain Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 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"A'PL: ON 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 0 ER OR THORIZE � y - Signature: / Date: Print Name: Brandon Webb Day Telephone: (951) 582-5758 Mailing Address: 2044 California Aev H: Applications Forms -Applications On Line 2011 Applications Plumbing Permit Application Revised 8-9-I I.docx Revised: August 2011 Corona CA 92881 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $349.80 PG13-0170 Address: 17420 SOUTHCENTER PKWY Apn: 2623049110 $349.80 PLUMBING $349.80 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 EA SUPPLEMENTAL PERMIT R000.322.100.00.00 $16.55 PERMIT FEE R000.322.100.00.00 $234.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R452 R000.322.103.00.00 $66.65 $349.80 Date Paid: Thursday, December 19, 2013 Paid By: TCL PARTNERS CORP Pay Method: CREDIT CARD 05017G Printed: Thursday, December 19, 2013 8:40 AM 1 of 1 CRW SYSTEMS INSPECTION RECORD Retain a copy with permit INSPEfTION NO. PERMIT NO. 'V9 QG13 a7C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 4- or: 4 r' R SPEC Q' Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11,(�tn 3,�C,c TION FEE R QUIRE Date: • of Inspection: 1 ►•i dt L --- Project:Type I A r &14-- A I..-- Address: I —71420 sf'. P69 Date Called: Special Instructions: Date Wanted: 7- 'Z 1 j ' / p:m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 4- or: 4 r' R SPEC Q' Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11,(�tn 3,�C,c TION FEE R QUIRE Date: • 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 (713 -pro Project: , ... iS c,r,e V Al Type of Inspection: n J � (<OSIGH . N r Address: J' ,� L n�� �� Date Called: Special Instructions: / Date Wanted:/- (n / (J . a.m? / p.m. Requester: hJ 7 o: 3 1 j .. -1')_,L7---- )) r 3 Qpproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 K C� K ( c? U i u' A A Insp ctor: / V ICN --.11 Date:/ ! _ _ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION N0. 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 Proj t: ` t''/FiF�' ,®n/ '�l Type of Inspection: tifr iec,/d'itAi Address: 1-7 2(? SC J'-/5 Date Called: J Special Instructions: Date Wanted: 3— , ..- . T a.r ! p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (/q7C.-,v) allt7/11Pri 60:3 P„ i.1 i 1;"4/107.6; . u071lJ Date: , REJNSPECTION FEE REQUIRED. Prior to next inspection, fee must be p �d at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. SGA 3-o 170 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr ' ct: Type of Inspection: Addre s: C l J Date Calved: __.'. tial Instructions: �A�� /� P,-� 1 ` Date Wanted: t.,2..t ..--- i.D _ .0.m..,5 (a p -m. Requester: Phone No: irdr- roved per applicable codes. DCorrections required prior to approval. COMMENTS:?, A n z +SPECTION FEE REQUIRED. Prior to next inspection. fee must be t 6300 Southcenter Blvd.. .. Suite 100. Call to schedule reinspection. FILE COPY ES -009 For Health Hazard Applications Job Name Job Location Engineer RECEIVED JAN 28 Approval TUKW ii.JA PUBLIC WORKS Contractor Approval Contractor's P.O. No Representative 2 2014 RECEIVED CITY OF TUKWIU Series 009 Reduced. Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing 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 con- tainment at the service line entrance. 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 • Bronze body construction for durability 1/4" - 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 backsiphonage and/or backpressure. The assembly shall co sist of an internal pressure differential relief valve located in a zone between two positive seating check modules with cap- tured springs and silicone seat discs. Seats and seat discs still be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway expose line fluids. Service of all internal components shall be through single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valve four resilient seated test cocks and an air gap drain fitting. Th assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWVVA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. 11 CENTER '/2" 009QT CORRECTIOI LTRif I Test Cock No. 3 Ball Type Test Cocks Test Cock No. 2 2" 009M2QTHC First Check Module Assembly R.P. Zone Relief Valve Assembly Test Cock No. 4 Second Check Module Assembly Water Outlet L3QtiC REVIEWEDFs.;e'^ €use>— t „ Available CODE CO � �: � � •�Ihsulated�Elncloslprles� ppp ,forrria ion; send`for literature ES WB. • to PORTANT INQUIdE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS City of Tukwila BUILDING DIVISION tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. K019001 rCERTIFIED WATT'S® REGULATOR USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.wattsreg.com Canada: 5435 North Service Rd., Burlington, ONT L7L 5H7; wwwwattscanada.ca Watts product specifications in U.S. customary units and metric are approximate 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 without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1" (20 - 25mm) only U - union connections (see ES -U009) 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 S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2"(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 0091/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (-3°C - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA B64.4 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. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only) 212" and 3" (65 and 80mm) with OSY gate valves. MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG-A '/4"-'/i 009, 1/2 13 23/n 60 3'/e 79 .625 .28 3/4° 009M2/M3 909AG-C 3/4-1" 009/909, 1 25 3Y4 83 4'/e 124 1.50 .68 1"-1'/2" 009M2 909AG-F 11/4"-2" 009M1, 2 51 4% 111 6% 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AG-K 4"-6° 909, 3 76 6% 162 9% 243 6.25 2.83 8"-10° 909M1 909AG-M 8"-10" 909 4 102 73/8 187 111/4 394 15.50 7.03 909EL-A '/4"—'/z" 009, 3/4" 009M2/M3 — — — — — — — — 909EL-C 3/4°-1" 009/909. — — 23/8 60 23/8 60 .38 .17 * 909EL-F 11/4"-2° 009M1, — — 35/8 92 3% 92 2 .91 1'/4"-2° 009/909, 2" 009M2. 4°-6" 993 * 909EL-H 2%"-3" 009/909 — — — — — — — — Vertical A B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC - Fire Hydrant Fittings dimension 'A' = 25" (637mm) 0091/4" - 2" SIZE (ON) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER IJMENSIONS M mm N in. mm WEIGHT lbs. kg. 1/4 8 10 250 45/8 117 3% 86 11/4 32 51/2 140 23/8 60 21 64 5 2 3/8 10 10 250 4% 117 33/8 86 11/4 32 51 140 23/8 60 212 64 5 2 1/ 15 10 250 48/8 117 33/8 86 11/4 32 51 140 2% 70 21/4 57 .5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 6% 171 33/6 81 2% 70 6 3 1 25 163/4 425 51/2 140 3 76 212 64 91/2 241 3% 95 3 76 12 5 11/4 32 173/8 441 6 150 31/2 89 21/2 64 113/8 289 4/16 113 312 89 15 6 11/2 40 17'/8 454 6 150 31/2 89 21/2 64 111/8 283 4% 124 4 102 16 7 2 50 21% 543 7% 197 41/2 114 31/4 83 1312 343 51516 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE DIMENSIONS (appro .) in. mm M N NIT in. mm in. mm in. mm WEIGHT lbs. kgs. 21/2 65 10 254 6/ 165 9% 248 28 12.7 3 80 101/8 257 7 178 10 254 34 15.4 tClearance for servicing Watts G-4000 Series QT - Ball Valves MODEL SIZE ON in. mm I in. A mm in. C mm in. DIVIENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT Ibs. kgs. 009LF 21/2 65 — — — — 41 114 — — 181/8 460 — — 10% 270 76 34.5 0090SY 21 65 331/4 845 19/8 403 41/2_ 114 163/8 416 181/8 460 7% 197 10% 270 166 75.3 009NRS 212 65 331/4 845 11%8 289 41 114 16% 416 18%8 460 73/4 197 10% 270 161 73.0 ;009Qi1 N ''F 21/2 65 331/4 845 6 152 41/2 114 16% 416 18% 460 7% 197 10% 270 150 68.0 00911 3 80 — — — — _ 412 114 — - 18% 460 — — 105/8 270 76 34.5 0090SY 3 80 341/4 870 181/z 470 4% 114 165/8 422 18% 460 83/4 222 10% 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 4% 114 165/8 422 181/8 460 8% 222 105/8 270 191 86.6 0090T 3 80 341/4 870 7 178 41%2 114 165/8 422 181/8 460 83/4 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. %" (8mm) 009QT kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 50 .25 .60 .75 1 1.17 gpm 0 .95 1.9 2.9 3.8 4.5 Ipm /" (10mm) 0090T .25 .50 AP 0 .95 1.9 kPa psi 172 25 138 20 103 15 69 10 .75 1 1.25 1.50 2.5 3.1 gpm 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 1" (15mm) 009QT 35 5 AP O kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 2.5 5 3 8 9.5 19 5 7.5 1.5 2.3 7.5 10 12.5 15 gpm 28.5 38 47.5 57 Ipm 15 fps 4.6 mps 3/4" (20mm) 009M3QT * III■■■■I■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■P ■■■■■■■■■■■■■■/M■ ■■■■■■■■■■■��i/■■ ■■■■I■EI/IR�idI■■■■■■ '=7iiiI■■■■■■■■■■■ II■■■■■■I■■■■■■■■■■ ■■■I■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 19 38 6 10 14 18 22 26 30 34 23 38 53 68 84 99 114 129 7.5 15 2.3 4.6 1" (25mm) 009M2QT 38 42 46 gpm 144 160 175 1pm fps mps 5 10 ES -009 0403 20 30 76 114 7.5 2.3 40 50 60 70 80 gpm 152 190 228 266 304 Ipm 15 fps 4.6 mps *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1'/e" (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa 207 172 138 103 69 35 0 psi 30 25 20 15 10 5 0 AP O 38 76 1 4 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 266 15 4.6 gpm 304 Ipm fps mps 0 10 20 30 40 50 60 70 81 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP kPa 207 172 138 103 69 35 0 psi 30 25 20 15 10 5 0 AP O 38 76 1 4 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 266 15 4.6 gpm 304 Ipm fps mps 5 7.5 10 1.5 2.3 3.0 2" (50*mm) 009M2QT 15 4.6 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa 172 138 103 69 35 0 psi 25 20 15 10 5 0 20 40 60 76 152 228 5 1.5 80 100 120 140 160 304 380 456 532 608 7.5 10 15 2.3 3.0 4.6 2'h" (65mm) 009 0 gpm 6 Ipm fps mps 180 200 gpm 684 760 Ipm fps mps 25 50 75 100 125 150 175 200 05 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 1 225 250 gpm 885 950 Ipm 15 fps 4.6 mps 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps © Watts Regulator Co., 2002 Printed in U.S.A. 0 10 20 30 40 50 60 70 80 90 100 110 12 0 38 76 114 152 190 228 266 304 342 380 4 8 45 5 7.5 10 1.5 2.3 3.0 2" (50*mm) 009M2QT 15 4.6 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa 172 138 103 69 35 0 psi 25 20 15 10 5 0 20 40 60 76 152 228 5 1.5 80 100 120 140 160 304 380 456 532 608 7.5 10 15 2.3 3.0 4.6 2'h" (65mm) 009 0 gpm 6 Ipm fps mps 180 200 gpm 684 760 Ipm fps mps 25 50 75 100 125 150 175 200 05 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 1 225 250 gpm 885 950 Ipm 15 fps 4.6 mps 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps © Watts Regulator Co., 2002 Printed in U.S.A. FILE COPY 00,00m48. Mrt. YacSIar. PRE -INSTALLATION GUIDE VS50, VS80,VS50H & VS8OH REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 7 2014 RECEIVE" JAN 28 2014 TUKVv►u-, PUBLIC WORKS City of Tukwi aCTOR BUILDING DIVISION DRESS DEALER ADDRESS PHONE ALL INSTALLATIONS MUST CONFORM TO LOCAL CODES THIS VACSTAR MODEL IS BEING INSTALLED: ❑ VACSTAR 50 0 VACSTAR 80 ❑ VACSTAR 50H ❑ VACSTAR 80H C L• RECEIVED CITY OF TUKW(L JAN 2 2 2014 PERMIT CENTER ORAECTbON fi# I P�13-I"lo ITHOUT HYDROM1SER UTILITY ROOM WITH OR WITHOUT AIR / WATER SEPARATOR OPTIONAL DRAIN CONNECTIONS Indirect connection (Air gap) with a p-frap. 11/2" 5" P -TRAP. Direct connection to vented drain. No traps before vent. 32' max. height VENT vent to outside with 2" schedule 40 pipe (WARNING: CONDENSATION OF WATER WILL OCCUR IN VENT PIPING. AVOID ACCUMULATION OFRD SEPARATOR.) SLOPE PIPING AIR / WATER SEPARATOR INTAKE FROM MAIN LINE terminate with 1" FNPT fitting POWER [o CONNECTION CONNECTION 0 0, FLOOR SINK 0 0 `'rtfRTTI(CCCCUC(iL((((C{((i(«acc((((((((C WATER SUPPLY 1/2" copper tube terminate with 1/? FNPT shut- off valve UTILITY ROOM WITH SER OR WITH ALL' MOUNTED HYDROMISER • if the existing drain Is higher than the HydroMiser outlet, the HydroMiser must be mounted so that its outlet Is above the drain. The HydroMiser can be Installed up to 32" above the base of the VacStar. Order Kit PN 55087. • OPTIONAL DRAIN CONNECTIONS Indirect connection (Air gap) with a p -trap. 6" 11/2" P -TRAP Direct connection to vented drain. No traps before vent. 1 .-7 VENT vent to outside with 2" schedule 40 pipe (WARNING: CONDENSATION OF WATER WILL OCCUR IN VENT PIPING. AVOID ACCUMULATION OF WATER IN VENT. SLOPE PIPING TOWARD SEPARATOR.) HYDROMISER POWER 0 0�� CONNECTION 0 0 HYDROMIS R 32" max. height WATER SUPPLY the copper tube terminate with I/9" FNPT shut-off valve FLOOR SINK INTAKE FROM MAIN UNE terminate with 1' FNPT fitting VERHEAD PLUMBING INSTALLATION SUB FLOOR PLUMBING INSTALLATION Ambient temperature for all VacStar installations should be 40° - 104° F (5° - 40° C) rLUMt3IIVV JI 1 t I�tb2UII(tM1 N t S PLUMBING VS 50, 50H VS 80, 80H Min. CFM 0 0" Hg 32 44 Alr 'xhaust 2" schedule 40 pipe 2" schedule 40 pipe Overhead Plumbing 1 / 11/2 1 / 11/2 Main Line Dia. Min./Max. ID in inches 11/4 / 11/2 11/2 / 2 End Fitting 1" FNPT 1" FNPT Riser Diameter Overhead Main Line yrs" ID 1/i° ID _ Floor Plumbing VS 50, 50H VS 80, 80H Main Line Dia. Min./Max. ID In Inches 11/4 / 11 11 / 2 End Fitting , 1" FNPT 1" FNPT Branch Line Dia. Min./Max. ID In Inches 1 / 11/2 1 / 11/2 NOTE: Suction piping must slope at least a W' for each 10 feet of run cowards the pump. Use PVC Schedule 40 or Copper type M. OVERHEAD PLUMBING DETAILS A RISER TRAP B RISER TO MAIN LINE C INLET LINE TO PUMP TO MAW LINE DENTAL MAXMUM f UNIT HEIGHT FROM RISER TRAP TO MAIN LINE IS 10 FEET RISER LY Consult Dental Unit ms's Guidelines for correct reduced she and height of termination of vacuum is- • Inside Junction box. 90° ELL 45° ELL TO --t PUMP • 1 - RISER W MAIN LINE 1' OR 1 Yl When main tine is 1 W ID or lager do not use 90 ° tees. Use 45° rs and elbows. PUMP TERMWATlON t AT PUMP SUBFLOOR PLUMBING DETAILS D RISER TO JUNCTION BOX E BRANCH TO MAIN LINE F RISER TO PUMP DENTAL UNIT MAIN LINE RUN j ` :. ,ftiMAIN Consult Dental Unit Manufacturers Guidelines to correct reduced size and height of termination of vacuum fine Inside Junction box • p� BRANCH LINE? f y" lotm / TO PUMP 36' MAX . RISER • •R TO PUMP ' 45° ELBOW C' 45° Y .—OR —. LINE • 1 W OR LARGER • i70 When man dine Is 1 W ID or /aver Use 45° rs and elbows. .— BRANCH UNE PUMP do not use 90 • tees. S' If pump Is placed higher mon main run riser should size smaller than but not less that MAIN UNE RUN line be one main 4". BOTH OVERHEAD AND SUBFLOOR APPLICATIONS MAIN LINE 45• ELL MAKING TURNS sal 1R(�C1R7tVI__Ir 45' ELL Do not we 90° elbows except where man One terminates at vcouum pump. Use only 45° elbows to mace tuvns N main the. ff p*g Is dtreded 10 elecn on obshuuNon. p0 NOT MAKE A TRAP ALL INSTALLATIONS MUST CONFORM TO LOCAL CODES. SITE REQUIREMENTS ELECTRICAL VS 50 VS 50H VS 80 VS 80H Min. Circuit Breaker Rating 30A 30A 2 ea. 20A or 1 ea. 40A 2 ea. 20A or 1 ea. 40A Wire Size AWG (Min. Gauge) 10 10 2 ea. 12 or 1 ea. 8 2 ea. 12 or 1 ea.8 *Boost Transformer #67002 #67002 #67002 2 ea. #67002 2 ea 24V CCTIONONTO 24V NECTIONLYOI CONNESWITCH ORANGE s s CONTROL CABLE -18 GAUGE - S CONDUCTOR WITHOUT 24V REMOTE SWITCH 2 YELLOW ORANGE BROWN COMPRESSOR WIRES ELECTRICAL CONNECTION BOX ' if voltage falls below the minimum 205 during operation, a Boost Transformer must be installed. (See Product Specifications/Dimensions) b All VacStars must be wired directly from an electrical box that complies with local electrical codes to the VacStar's Electrical Connection Box. See Fig.1. Fig. 1 - VacStar Electrical Connection Box - VacStar 60, 60H, 80, 80H PUMPS POWER LEADS RIGHT (L1) BLACK VS 80H (L2) WHITE LEFT (L1) RED 230 (L2) BLUE PRODUCT SPECIFICATION / DIMENSIONS ELECTRICAL VS 50 VS 50H VS 80 VS 80H Voltage Rating 230 230 230 230 Voltage Min./Max. 205/240 205/240 205/240 205/240 Full Load Amps 16 16 26.8 26.8 WATER Inlet Water Pressure (psi) 20 - 100 20 - 100 20 - 100 20 - 100 Flow Rate Per Pump (gal/min) w/ HydroMiser N/A 0.12 N.A. 0.18 Flow Rate Per Pump (gai/min) 'w/o HydroMlser 0.50 N/A • 0.75 - N/A Water Temperature (°F) 40 - 75 40 - 75 40 - 75 40. 75 VACUUM LEVEL . Preset at Factory (In Hg) 10 10 10 10 SHIPPING WEIGHT (lbs) 160 170 200 210 DIMENSIONS In. (H x W x D) 22 x 28 x 16 25 x 28 x 16 22 x 28 x 16 25 x 28 x 1E ram CORPORATE HEADQUARTERS 70 Cantiague Rock Road Hicksville, New York 11801 1 -800 -AIR -TECH 516-433-7676 Fax: 516-433-7684 WESTERN FACILITY 291 Bonnie Lane, Suite 101 Corona, California 92880 1-800-822-2899 909-898-8555 Fax: 909-898-7646 VacStar and Hydromiser are trademarks of Air Techniques, Inc. O 2001 Air Techniques, Inc. PN55349 Rev. C itac$1ar DENTAL VACUUM SYSTEM WE RECOMMEND DAILY USE OF VACUSELTZER (see back cover) A6732 US E R'S MAN UAL Alr Techniques Inc, Hicksville, NY ISO 9001 EN 46001 TAS CONGRATULATIONS ON YOUR PURCHASE OF THE VACSTAR DENTAL VACUUM SYSTEM Your VacStar has been engineered to deliver maximum airflow at the ideal vacuum level without creating traumatic suctionpressure that couldharmpatients' delicate tissue. The VacStar is a waterring pump that produces consistent high-volume air flow, even with multiple users on-line. The balanced, corrosionfree bronze irnpellerminimizesnoise and apatented vacuum reliefvalve monitors and maintains constant uniform vacuum pressure. A capacitor -start type motor, with a highly reliable contactor and powerful transformer can be depended on to start every time. The VacStar is designed with everything accessible from the front, including the easy to clean solids collector. Ifyour VacStar comes with an integral HydroMiser, water consumption will be reduced by up to 75%. lfnot, a HydroMiser can be integrated into your VacStar at a later date. The HydroMiser separates the liquid and gasdischargefrom the operatories. The gases are vented out and the liquid and its particulates are directed down the drain. The clean water extracted during this separation process is directed back toward the VacStar where itis mixed withfresh water and then directed into the pump chamber to create vacuum. This efficient reuse of water reduces the VacStar'sfresh water consumption. Thousands ofdentists have depended on the VacStar since 1987. Nowthatyourpracticehasa VacStar, or a VacStar with the water saving HydroMiser, you too can depend on constant, uniform delivery of vacuum to your operatories and proven trouble-free operation. TABLE OF CONTENTS Sizing Guide 3 Maintenance 3 Operating Information 4 Key Parts Identification 4, 5 Installation Information 6 - 8 Trouble Shooting 9. Product Specifications/Dimensions 10 Site Requirements 11 Optional Accessories back cover Replacement/Reorder back cover r C SIZING GUIDE Choosing the correct size VacStar for your practice depends on the number of HVE (High Volume Evacuator) and SE (Saliva Ejector) users anticipated. To assure optimum vacuum, the vacuum demands should not exceed the number of HVE and SE users shown in the chart below: RFr[)MMENDED NUMBER OF SIMULTANEOUS USERS * These combinations apply if both pumps are running together. If only one pump is running, use the Sizing Guide for VacStar 20, or 40. MAINTENANCE ❑ Daily Maintenance - Clean vacuum lines To maintainthe cleanliness of your, V acStar, including all the vacuumlines and tubing in your dental system, we recommend the daily use of Vacuseltzer Granular Evacuation Cleaner. (see back cover) ❑ Weekly Maintenance - Clean solids collector Caution: Solids collector may contain biologically hazardous material. Wear protective gloves. Note: Clean the solids collector DAILY during the first week of operation and during the first week of VacuSeltzer usage. 1. Use VacuSeltzerGranularEvacuation Cleaner. 2. Turn off the power and water supply. 3. Unscrew the solids bowl (counter clock -wise) and remove the screen and gasket. Remove all the sediment build-up from the bowl, screen gasket and inside housing. Rinse thoroughly. SeeFig.1. 4. Reassemble the bowl, screen and gasket and screw tightly back onto the solids collector body or replace screen and bowl with Solids Collector Replacement Kit PN 55094 or PN 55880. Fig. 1 Important: A worn or missing gasket and/or failure to tightly screw the bowl to the solids collector body will cause poor suction due to air leakage. 00 NOT OPERATE THE VACBTAR WITHOUT THE BCREEN INBIOE THE FILTER BOWL. 3 VacStar 20 HVE's + SE's VacStar 40 HVE's + SE's *VacStar 50 & 50H HVE's + SE's *VacStar 80 & 8011 HVE's + SE's _ 2+ 0 3+ 0 4+ 0 7+ 0 1+ 1 2+ 2 _ 3+ 2 6+ 1 0+4 1+4 2+4 5+3 0+ 6 1+ 5 4+ 4 3 + 6 2 + 8 HVE - High Volume Evacuator SE - Saliva Ejector 1 + 10 ---- + 13 1 10 * These combinations apply if both pumps are running together. If only one pump is running, use the Sizing Guide for VacStar 20, or 40. MAINTENANCE ❑ Daily Maintenance - Clean vacuum lines To maintainthe cleanliness of your, V acStar, including all the vacuumlines and tubing in your dental system, we recommend the daily use of Vacuseltzer Granular Evacuation Cleaner. (see back cover) ❑ Weekly Maintenance - Clean solids collector Caution: Solids collector may contain biologically hazardous material. Wear protective gloves. Note: Clean the solids collector DAILY during the first week of operation and during the first week of VacuSeltzer usage. 1. Use VacuSeltzerGranularEvacuation Cleaner. 2. Turn off the power and water supply. 3. Unscrew the solids bowl (counter clock -wise) and remove the screen and gasket. Remove all the sediment build-up from the bowl, screen gasket and inside housing. Rinse thoroughly. SeeFig.1. 4. Reassemble the bowl, screen and gasket and screw tightly back onto the solids collector body or replace screen and bowl with Solids Collector Replacement Kit PN 55094 or PN 55880. Fig. 1 Important: A worn or missing gasket and/or failure to tightly screw the bowl to the solids collector body will cause poor suction due to air leakage. 00 NOT OPERATE THE VACBTAR WITHOUT THE BCREEN INBIOE THE FILTER BOWL. 3 MAINTENANCE O. Intake Solids Collector Kit If a VacStar is replacing a previous vacuum pump, an optional Intake Solids Collector, located in front of the inlet manifold (see Key Parts) is recommended. This Intake Solids Collector is designed to collect larger quantities of particulates from the discharge BEFORE it flows into the vacuum pump. Larger quantities of particulates may occur initially due to the VacStar's "pulling" power and to VacuSeltzer's ability to break down synthetic debris and proteinaceous deposits that build up in the vacuum Lines. Check the filter daily and clean if required. Intake Solids Collector Kit for Single Vacuum Pumps #55078; for Twin Vacuum Pumps #55079. OPERATING INFORMATION ❑ AT THE START OF THE DAY Always TURN ON THE WATER before TURNING ON THE POWER. ❑ The VacStar may be turned on/off from a single, convenient location within the dental suite using a Remote Control Panel (See Optional Accessories). ❑ The vacuum level is factory preset at 10 In Hg (inches of mercury). This is the reading on the gauge when all HVE's (High Volume Evacuator) and SE's (Saliva Ejector) are CLOSED. Should this setting be too high for your needs, contact your dealer to readjust the setting. ❑ It is recommended that the system run continuously during the day. However, the VacStar can be turned off if suction is not required for a period of 15 minutes or longer. ❑ If one pump is being operated at a time, it is important to alternate pumps on an every other day schedule so that the pumps are used evenly. ❑ AT THE END OF THE DAY Always TURN THE POWER OFF, then TURN THE WATER OFF. KEY PARTS IDENTIFICATION - SINGLE UNITS Fig. 2 VACUUM 24 V REUEF REMOTE VALVE WIRING INLET MANIFOLD MOTOR FUSE HOLDER MOTOR DRIP COVER VACUUM BREAKER WATER VACUUM . �'. INLET GAUGE INTAKE SOUDS COLLECTOR ELECTRICAL JUNCTION BOX 4 WATER INLET . FILTER KEY PARTS IDENTIFICATION - TWIN LJNITb Fig. 3 Front View VACUUM RELIEF VALVE HYDROMISER VACUUM (ON VS5OH AND VENT BREAKER VS80HONLY)* 24 V REMOTE CONTROL WIRING BOX ELECTRICAL CONNNCEION VACUUM GAUGE EXHAUST MANIFOLD INTAKE SOLIDS COLLECTOR WATER SYSTEM CHECK VALVE 1 BASE INLET BYPASS VALVE , PLATE MANIFOLD EDUCTORASSEMBLY, Fig. 30 Fig. 4 Close up of Eductor Assembly TO RIGHT PUMP WATER SOLENOID WATER INLET CONNECTION WATER FILTER CIRCUIT BREAKER (FOR 24V REMOTE WIRING) WATER SOLENOID CHECK VALVE VACSTAR BASE PLATE * VACSTAR SOH SHOWN - OTHER MODELS BIMtLAA INSTALLATION INFORMATION plumbing (water) lines -To assure that the V acS tar provides optimum vacuum, incoming water pressure must be maintained between 20 and 100 psi. -If heavy combinations of particulates exist in the incoming water, an in-line filter shou1dbeiflSta11e (See tions for the Remote Control Water Valve.) This will prevent the VacS tar' s water inlet filter Accessories/ � from clogging too frequently. - Incoming water temperature shouldbe between 40°Fund 75°F. - Water connection location is shown inFig. 2 and 3a (water inlet connection). ❑ Suction -For VacStar20 and 40, suction hose is connected at suction intake, found onintakesolids collector assembly. See Fig. 2. - For VacS tar twin pump units, suction hose is connected at suction intake, found on intake solids collector assembly. See Fig. 3. 0 Drainlines 5. - For V acStar 20 and 40 without a HydroMiser or an Air/Water Separator, , seeshoFig.ldbe discharged into'anopen - ForVacStarswithout aHydroMiseroranAir/'WaterSeparator, the effluen drain or a closed vented drain. See Fig. 6. Note: For VacStars without HydroMiser, the drain may be up to 36" above the unit. Pg. 8 VaoStar 50, 80 without a HydroMiser or Air/Water Separator Fig. 5 VacStar 20, 40 without a HydroMiser or Air/Water Separator INSTALLATION INFORMATION - ForVacStars with a HydroMiser (see Fig. 7) or an Air/Water Separator (see Fig. 8), gases should be vented out according to code. The waste water (with particulates) from the operatories can be discharged via an open drain or a closed vented drain. Fig. 7 VaoStar with bullt-in HydroMlaer VENT vent to outside with 2' schedule 40 pipe (WARNING: CONDENSATION OF WATER WILL OCCUR IN VENT PIPING. TO PREVENT ACCUMULA- TION OF WATER IN VENT, SLOPE PIPING TOWARD SEPARATOR AND AVOID 90' BENDS) HYDROMISER POWER CONNECTION WATER SUPPLY 117 COPPER TUBE TERMINAL WITH 1/2' FNPT SHUT OFF VALVE il FLOOR SINK INTAKE FROM MAIN UNE - terminate wIth 1' FNPT /Ming ❑ Wall -mounted HydroMiser lithe existing drain is higher than the HydroMiser outlet, the HydroMiser must be mounted so that its outlet is above the drain. The HydroMiser can be installed up to 36" above the base of the VacS tar with the HydroMiser Wall Mount Kit (#55087). Fig. 8 VacStar with wall mounted Air/Water S®parator VENT vent to outside with 2' schedule 40 pipe (WARNING: CONDENSATION OF WATER WILL OCCUR IN VENT PIPING. TO PREVENT ACCUMULATION OF WATER IN VENT, SLOPE PIPING TOWARD SEPARATOR AND AVOID 90° BENDS) 32'max POWER AIRNVATER CONNECTION SEPARATOR iirpom /1111111111111101111111illmilltii,l,ipP.''! • e WATER SUPPLY 112' COPPER • TUBE TERMINAL WITH 1/2' FNFT SHUT OFF VALVE VAC INTAKE FROM MAIN LINE terminate with 1"FNPT Mang FL R SINK Note: VacStar 20, 40installeain same manner IMPORTANT NOTE: ALL INSTALLATIONS Ambient temperature for all VacStar installations should be 40°- 104°F (5°- 40°C). The liquid drain from the HydroMiser or an Air/Water Separator must slope downward at least 1/4" for every 10 feet of run toward the drain. (Avoidlocallow sections, avoid creating traps in theline.) Flg. 9 VacStar with wall mounted Hydromieer VENT vent to outside with 2' schedule40 pipe (WARNING: CONDENSATION OF WATER WILL OCCUR IN VENT PIPING. TO PREVENT ACCUMULA- TION OF WATER IN VENT, SLOPE PIPING TOWARD SEPARATOR AND AVOID 90' BENDS) HYDROMISER POWER CONNECTION IIS ]hiss 1onlasimamInpp1isith WATER SUPPLY 1/2' COPPER TUBE TERMINAL WITH /2' FNPT SHUT OFF VALVE FLOOR SINK INTAKE FROM MAIN UNE - terminate with 1' FNPT fltUng 7 Note: VacS tar 20, 40 installed in same manner SITE REQUIREMENTS ELECTRICAL VS 20 VS 40 VS 50 VS sox VS 80 VS 80H Min. Circuit BreakerRating 20A _ 20A 30A 30A 2 ea. 20A or 1 ea. 40A 2 ea. 20A or 1 ea. 40A WireSizeAWG (Min. Gauge) 12 12 10 10 2 ea. 12 or 1 ea. #8 2 ea 12 or 1 ea. #8 *Boost Transformer #67002(230V) #67500(115V) #67002 #67002 #67002 #67002 2 ea. #67002 2 ea. PLUMBING VS 20 VS 40 VS 50 VS 50H . VS 80 VS 8011 Min CFM @ 0" Hg 16 • 22 32 32 44 44 AirExhaust 2" schedule 40 pipe 2" schedule 40pipe 2" schedule 40 pipe 2" schedule 40 pipe 2" schedule 40 pipe 2" schedule 40 pipe Ambient Temperature 40° - 104°F (5°- 40°C) 40° - 104°F (5°- 40°C) 40° - 104°F (5°- 40°C) 40° - 104°F (5°- 40°C) 40° - 104°F (5°- 40°C) 40° - 104°F (5°- 40°C) Overhead Plumbing Main Line Dia. Min./MaxID ininches 1 /11/2 11/0/2 . P/a/ 11/2 11/a/ 1y • 11//2 144/2 EndFitting1" Max FNPT 1" FNPT 1" FNPT 1" FNPT 1" FNPT 1" FNPT RiserDiameter Overhead Main Line 3/2" ID 1/2" ID 1/2" ID 1/2" ID /" ID /" ID FloorPlumbing • MainLineDia. Min./Max.ID ininches 1/11/2 11/0/2 P/a/ 11/2 11/4/1V2 11/x/2 11/2/2 EndFitting Max 3/4" FNPT 3/4" FNPT 1" FNPT 1" FNPT \l" FNPT \ 1" FNPT Branch Line Dia. Min./Max.ID• ininches 3/4/11/2 1/11/2 1/11/ 1/11/2 1/ 11/2 1 1/11/2 NOTE: Suction piping must slope at least a 'A" for each 10 feet of run towards the pump. Use PVC Schedule 40 or Copper Type M. * Use Boost Transformer only if voltage is expected to fall below 105/205 Volts during operation. ALL INSTALLATIONS MUST CONFORM TO LOCAL CODES 11 City of Tukwila Department of Community Development December 31, 2013 BRANDON WEBB 2044 CALIFORNIA AVE CORONA, CA 92881 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG13-0170 PACIFIC DENTAL SERVICES - 17420 SOUTHCENTER PY Dear BRANDON WEBB, 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: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. Please provide an isometric line drawing of the DW&V system. 2. Please provide an installation cut sheet for the vacuum pump. 3. The angle stop valve in the dental delivery system detail on page P-2 may be mismarked as "air". Label as water if that is what it is. 4. The water supply to the dental chairs should be individually protected with a backflow device unless you can provide justification that it is not required or provide individual bottled water systems. 5. Water, air and vacuum systems will need to be certified by an approved third party medical gas firm per chapter 13 of the Uniform Plumbing Code. The required report shall be submitted to this jurisdiction prior to final approval by the City Plumbing inspector. Please note this requirement on the plans. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: December 20, 2013 PROJECT: PACIFIC DENTAL SERVICES 17420 Southcenter Pkwy PERMIT NO: PG 13-0170 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov For backflow device (specific questions/comments) contact Senior Water & Sanitary Sewer Engineer, Mike Cusick, P.E., (206) 431-2441 Michael.Cusick@TukwilaWA.gov. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • 1) Due to the nature of the dental service business, which is considered a high hazard, a Reduced Pressure Principle Assembly (RPPA) shall be installed on the supply line to this space as backflow device for cross -connection control for in -premise isolation to protect other tenants in the building from water cross -contamination. a) Provide backflow (RPPA) make and model number, and specify size of the backflow on your plan. b) Submit (RPPA) cut sheet and circle the backflow to be installed. Make sure that the subject backflow is from the WA State Department of Health Backflow Prevention Assemblies Approved for Installation in Washington State list. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, -7>LP -*a Bill Rambo Permit Technician File No. PG13-0170 F3M Qnuthrontor Pnrilounrd Anito IF1M • Tulrwiln Wnchinotnn QR1RR • Phnno 7116 -d21 -3671-I • Far 7f6-d31-?F,(S III PERMIT COORD COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG13-0170 DATE 01/22/2014 PROJECT NAME: PACIFIC DENTAL SERVICES SITE ADDRESS: 17420 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A� AW )-_ -L4L Building Division Public Works °Ilk I (di Fire Prevention Structural Planning Division ❑ nPermit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/25/14 n Notation: REVIEWER'S INITIALS: DATE: Permit ;Center ..Use _Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ - Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 °PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG13-0170 DATE: 12/19/13 PROJECT NAME: PACIFIC DENTAL SERVICES SITE ADDRESS: 17420 SOUTHCENTER PY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: vet 1?r3k-t'' Building Division 111 Fire Prevention tri levaJ Public Works • Structural Planning Division Permit Coordinator n n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/24/13 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 01/21/14 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: [1-2\-3 Departments issued corrections: Bldg Fire 0 Ping 0 PW— Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REGo 10122"" (5� REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG 13-0170 (1 Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pacific Dental Services Project Address: 17420 Southcenter Py Contact Person: (31raticjon G/2ido Phone Number: (q51) b8'c —G7Sg Summary of Revision: De1t*X R-- (, see 'Zsoi ek; c.V stvge4- 1 seg & 4 cwt -- 3 , ievl5ect e de cfi1 The t r 11 k►pVP te, a ip/e S /Dip.. NQ u-( rer `i Cli rs wil/ Loe b()b"t' iPed io J2 it gquired uf- �rri;S 5.5ee note SL1P7Y- �°- (A) see Fzy, sc(nedare of 51 opo e--1 .-(cr isrtykrcw, (c cad i b) see 1,1-6cC1t0d cu/-S4pe'l wlff S 3/. s erg es C,o 9 6T - Sheet Number(s): I- l 719" "Cloud" or highlight all areas of revision including date of rion Received at the City of Tukwila Permit Center by: IV Entered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: STATE MECHANICAL COMPANY 0 Washington State Department of Labor & Industries Page 1 of 3 STATE MECHANICAL COMPANY Owner or tradesperson PLATZ, GERRICK D Principals PLATZ, GERRICK D, PRESIDENT LYNCH, JOHN MICHAEL, VICE PRESIDENT 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 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 httns://secure.lni.wa.gov/verifv/Detail.aspx?UBI=600611697&LIC=STATEMC 141 C7&SAW= 05/19/2014 May 2, 2014 • 1 City of Tukwila Department of Community Development BRANDON WEBB 2044 CALIFORNIA AVE CARONA, CA 92881 RE: Application No. PG13-0170 PACIFIC DENTAL SERVICES 17420 SOUTHCENTER PKWY Dear BRANDON WEBB: Jim Haggerton, Mayor Jack Pace, Director Permit application PG13-0170 for the work proposed at PACIFIC DENTAL SERVICES (17420 SOUTHCENTER PKWY) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application is due to expire 06/19/2014. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed 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) 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 your permit is not issued, we do not receive your written request for extension, or your 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, Jenni er Marshall Permit Technician File No: PG13-0170 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLUMBING FIXTURE SCHEDULE ITEM FIXTURE DESCRIPTION ANGLE STOP WATER CLOSET GERBER TANK 21-318 ELONGATED BOWL & TANK 'ULTRA FLUSH' PRESSURE -ASSIST TOILET, FLOOR MOUNTED, ELONGATED BOWL, WATER SAVER, COMPLETE WITH OPEN SEAT BEMIS 1955C, OR EQUAL. TO BE ADA COMPLIANT BP ® © B.V. BACK VALVE LAVATORY GERBER 12-654 'MONTICELLO' LEDGE TYPE' 20" X 18" WALL HUNG, WITH DELTA 501 -DST FAUCET. TO BE ADA COMPLIANT CW LA DCW DENTIST CHAIR WATER F.U. FIXTURE UNIT SINK STAINLESS STEEL SINK FHP BS602 W/ DELTA 1903 -DST, SELF -RIMMING, 16" X 15" X 6-1/2 (SINK PROVIDED BY OTHERS) HW © ©DEEP IW © SINK DOUBLE COMPARTMENT STAINLESS STEEL SINK FHP DS804 WITH DELTA 140 -DST, SELF -RIMMING, 19" X 36" X 6-1/2 DEEP (SINK PROVIDED BY OTHERS) NO. O POC POINT OF CONNECTION WALL CLEANOUT ZURN NO. Z -1446 -NH -Z -VP, OR EQUAL, COMPLETE WITH SMOOTH VANDAL PROOF POLISHED STAINLESS STEEL COVER SCH CO\ SS 1/ TP TRAP PRIMER WATER HEATER GLASS LINED ELECTRIC 12 GALLON STORAGE, BRADFORD WHITE M-1-12UT6SS, 27-3/4" HEIGHT RECOVERY = 10 G.P.H AT 60° F RISE, 120 VOLT, 1 PHASE. OPERATING WEIGHT = 150 LBS. V ® © VTR VENT THRU ROOF WASHER BOX GUY GRAY NO. B6-200, OR EQUAL, RECESSED BOX UNIT, COMPLETED WTIH 1/2" HOT AND COLD WATER VALVES WITH VACUUM BREAKERS, 2" DRAIN CONNECITON AND P -TRAP IN WALL WC WB\ WCO 1/ WH WATER HEATER TANK 1/2" CW, WILKINS NO. WXTP-8, SUSPENDED, 2 GALLON, DIAPHRAM TYPE, PRE -PRESSURIZE WITH WELDED EXTEIOR , BUTYL DIAPHRAM ADN EPDXY COATED EXTERIOR. ®EXPANSION EP CONDENSATE INDIRECT WASTE BACKFLOWT PREVEN\ 3/4" WATTS 009QT / BP 1 OUTSIDE VENT 2" VENT THRU ROOF m lar VACCUM BEL. GRADE FLOOR ZURN NO. Z -1910 -NH -2, CAST IRON W / 1" AIR GAP ABOVE RIM OF SINK ®SINK Mr PLASTER TRAP GLECO TRAP SYSTEM GT -64, COMPLETE WITH REMOVABLE PVC SEDIMENT BUCKET WITH STAINLESS SCREEN AND GASKETED COVER. PROVIDE 3" BETWEEN BOTTOM OF BOTTLE AND CABINET BASE PANEL. (PROVIDED BY OTHERS) PT / BV BALL VALVE RWV in BRASS BALL VALVE #5595F (WATER TIE IN AT VACUUM) \ 1 DENTAL VACUUM VACSTAR MODEL 50, 25" H X 28"W X 16"D AIR TECHNIQUES 30A 2" AIR EXHAUST VAC (AIR)DDENTAL 1COMPRESSOR AIRSTAR MODEL 50, 29"H X 33"W X 21"D AIR TECHNIQUES 8 AMP, Z" TYPE 'L' COPPER PIPING DISTRIBUTION, 2" FRESH AIR INTAKE. CAM 1 AMALGAM SEPARATOR SOLMETEX HG5-HV TYPE 2, INSTALL PER MANUFACTURE SPECIFICATIONS IN EQUIPMENT ROOM. MAIN SHUTOFF „Av.- VALVE REDUCED PRESSURE BACKFLOW PREVENTER W/ DRAIN CUP PIPED TO FLOOR SINK W/ 1" AIR GAP WATER SOLENOID WATER FILTER WATER ��HEATER PAN DRAIN TO BE IPED TO FLOORSINK BELOW W/ 1" AIRGAP VENT THRU ROOF n WHEN APPLICABLE VACUUM INLET @ 24" AIR WATER SEPARATOR W/ 2" CLEAN OUT 1" AIR GAP 1LOOR SINK EQUIPMENT ROOM WALL 5 PLUMBING ABBREVIATIONS ABV. ABOVE A. S. ANGLE STOP BEL. BELOW BP BACKFLOW PREVENTOR B.V. BACK VALVE CO CLEANOUT CW COLD WATER DCW DENTIST CHAIR WATER F.U. FIXTURE UNIT FLR. FLOOR HW HOT WATER IW INDIRECT WASTE LA LAVATORY NO. NUMBER POC POINT OF CONNECTION S SINK SCH SCHEDULE SS STAINLESS STEEL TP TRAP PRIMER QTY QUANTI1Y V VENT VTR VENT THRU ROOF WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER CONDENSATE INDIRECT WASTE PIPE SCHEDULE SERVICE LOCATION DESCRIPTION TYPE 'L' COPPER TYPE 'M' COPPER SCH. 40 ABS-DWV SCH. 40 - PVC WATER INSIDE OUTSIDE WASTE ABV. FLR. BEL. GRADE VENT ABV. FLR. BEL. GRADE.0 CONDENSATE INDIRECT WASTE INSIDE OUTSIDE VACCUM BEL. GRADE i DRILL 112' HOLE 4' DEEP 1'-0" 4" 143 BAR DOWEL (ALTERNATING) @,24' 4' O.C. 24' LONO AT MID SLAB COLD WATER COLD WATER TRAP PRIMER VALVE FLOOR FLOOR DRAIN FLOOR DRAIN/TRAP PRIMER VALVE SLAB POUR BACK DETAIL 3 FLOOR DRAIN/ TRAP PRIMER 2 Z., ..! ID I RECEPTION 2" DIA. VENT TO ROOF DIRECT CONNECT FRESH AIR TO COMPRESSOR MIN. 10'-0" FROM ANY EXHAUST VENT CLOSET CONSULT STORAGE EXISTING??? 4 TON EXISTING 4 - WAITING PROVIDE CLEAN N OUT AT FLOOR SINK @ 48" A.F.F. 0 In 2" DIA, VENT TO ROOF FOR VACUUM EXHAUST @ +48" 10'-0" FROM ANY AIR INTAKE SEE P-2 FOR -CONTINUATION OF VACUUM UNE 4" S • • - 1 117 SPO ,v r--1. I 1 C L_J -TOILET 112 FLEX -4 FLEX -5 FLEX -6 FIRE IS X-RAY RM -2 PLUMBING NOTES: 1. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL. 2. ALL PLUMBING WORK SHALL BE INSTALLED AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL FRAMING. 3. ALL CLEAN OUTS SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. PROVIDE ALL CLEAN OUTS PER IPC. 4. ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED ON PLANS. 5. ALL SEWER CONNECTIONS OR CHANGES IN DIRECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS 6. ALL PLUMBING FIXTUER VENT S TO TEMINATE A M IN. OF 12" FROM ANY VERTICAL SURFACE AND 10'-0" FROM ANY OUTSIDE AIR INTAKE AND UP TO TOP OF PARAPET WALL. SEPARATE PERMIT REQUIRED FOR: ealebhanical C iectrical ❑ Plumbing Inas Piping _y of Tukwila ''fT'"r^ DIVISION REVISIONS IN!o changes shall bo made to the scope of "fork without prior approval of vo^:;iia Building Division. ,,':3;;)ns will require a new plan submittal r+� y i ;,'ude additional plan review face. PLUMBING PLAN WASTE AND VENT: SCALE: 1/4" = 1'-0" FILE C PY Permit No. 70 Plan review approval is subject to errors and omissions. of construction documents does not authorize wtiol� of any adopted code or ordinance. Receipt Epproved Field Copy and weans is acknowledged: By Date: City Of "lbkwita SYMBOL LEGEND: MELDING DIVISION S V CD S= SEWER (IN GROUND) V= VENT THRU ROOF (ABOVE) CD= CONDENSATE TO FS; SIZE ON PLAN *SIZES AS INDICATED ON PLUMBING PLAN THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. REVIEWED FOR 'CODE COMPLIANCE APPROVED FEB 07 2014 City of Tukwila BUILDING DIVISION vQ NORTH RECEIVE 'JAN 28 2014 TUKvismx, PUBLIC WORKS RECEIVED CITY OF TUKWILA JAN 222014 PERMIT CENTER bit 14RECiN 4" P&lr 011.0 The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and are the propertycread devveloped wkly SERVICES, on, INC, In and were connection with this speck project, and shall not be used, In whole or N part, for any purpose for MI6 they were not originally intended wy bout wrflten permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BIDE S TISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION LU LL1 H LL O[ 0 c 1-11 W LU O i— CI) rLLI V LEL{.L W 0 CO CNI O)) coN 0 Q M n J LL U J = o 0 wLo WLo gzcoo, o>v N. ix SHEET TITLE WASTE & VENT PLUMBING PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. 2' 0' X 3/4° PLYWOOD PLATFORM CDX 48/24 SPAN RATING 2x4° WD STUD ACROSS 3 STUDS NO.10X4' SCREWS TO EA. STUD WATER HEATER PLATFORM APPLICABLE MODELS: CLINIC 1 AND CLINIC 4 OPERATORY PACKAGES CHAIR AMERICA 1 AND CHAIR AMERICA 4 OPERTORY PACKAGES UNIVERSAL 1 AND UNIVERSAL 4 OPERATORY PACKAGES UMBILICAL ENTRANCE 110W AC DUPLEX OUTLET OUTSIDE OF ]UNCTION BOX r 3/4" PVC SC1.4 VACUUM UN o ALL CHAIR HOOK UPS TO BE WITHIN DASHED LINE _0 Q ---DATA TOE OF CHAIR • COLD WATER 1/2" MALE PIPE THREAD IF APPLICABLE, SEE PLAN AIR 1/2" MALE PIPE THREAD CL UMBILICAL ENTRANCE 3/4" PVC SCH. 40 VACUUM UNE 110W AC DUPLEX OUTLET i FACESFWALV�������������� OUTSIDE OF JUNCTION BOX 110V AC DUPLEX OUTLET FACE TO INSIDE OF J -BOX FINISH FLOG 1" PVC CONDUIT TO CEILING FOR FUTURE 1/2" PI x 3/8" COMP ANGLE STOP 3/4" FITTINGS PROVIDED BY DHP R\ (` (-1 l_) l_ J INSIDE OF JUN • r -I ON BOX 111 AIR l DENTAL CHAIR NOTE: SEE PLAN FOR DENTAL CHAIRS WATER TIE IN. WHEN THERE IS NO WATER HOOK UP TO CHAIRS, CHAIRS TO HAVE BOTTLE WATER SYSTEM AND ARE NOT HOOKED TO DOMESTIC WATER. • • • PLUMBING ABBREVIATIONS ABV. ABOVE A. S. ANGLE STOP BEL. BELOW BP BACKFLOW PREVENTOR B.V. BACK VALVE CO CLEANOUT CW COLD WATER DCW DENTIST CHAIR WATER F.U. FIXTURE UNIT FLR. FLOOR HW HOT WATER IW INDIRECT WASTE LA LAVATORY NO. NUMBER POC POINT OF CONNECTION S SINK SCH SCHEDULE SS STAINLESS STEEL TP TRAP PRIMER QTY QUANTITY V VENT VTR VENT THRU ROOF WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER INDIRECT WASTE FIXTURE COUNT FIXTURE QTY F. U. TOTAL BAR SINK 4 2 8 DBL. SINK 1 2 2 WASHER 1 4 4 FLR. SINK 1 2 2 LAV. SINK 2 1 2 TOILET • 2 2.5 5 TOTAL FIXTURE UNITS = 23 PIPE SCHEDULE SERVICE LOCATION DESCRIPTION TYPE 'L' COPPER TYPE 'M' COPPER SCH. 40 ABS-DWV U a s 0 •:1- ±' x cu n WATER INSIDE OUTSIDE WASTE ABV. FLR. BEL. GRADE VENT ABV. FLR. BEL. GRADE INDIRECT WASTE INSIDE OUTSIDE VACCUM BEL. GRADE WATER INLET BV BACKFLOW PREVENTER BV- BALL VALVE WATER SOLENDID WATER FILTER (ONLY WHEN CHAIRS HOOKED TO WATER SYSTEM) V BV TO CHAIRS OR TO VACUUM DENTAL DELIVERY SYSTEM W/O CUSPIDOR 5 BACKFLOW SYSTEM 4 3/4" X 150 R.S.I. RMT RELIEF VALVE W/ DRAIN TO FLOOR SINK CW APPROVED BALL VALVE (TYPICAL) ANCHOR TO STUDS W/ 1/4" DIA. X 2" BOLTS (TYR. OF 4) SPACEQv1AKER NO. &50 WATER HEATER SEISMIC RESTRAINT OF 2) MIN. 2/3 HEIGHT OF HEATER TO F.S. OR APPROVED DRAIN VACUUM RELIEF VALVE SECURE WATER HEATER TO WALL W/ SEISMIC RESTRAINTS APRROVED BY THE STATE SMITTY RAN W/ DRAIN CONNECT TO FLOOR SINK BELOW PLATFORM HOT WATER INLET COLD WATER INLET. FLOOR SIN WATER HEATER_ WATER FILTE' WATER SOLENOID 1(22N Eut°i# F`F 1/2" AIR INLET na 3' 72" HIGH SHELF, BACK FLOW PREVENTER S V 11 11 1-1/4" WATER 1/2" VACUUM INLET @2' A WATER HEATER 3 ENLARGED UTLITY ROOM 2 • mo i ' . ' ` ;n7;.� „„a���`,7;,"a• •• • f • • RECEPTION CONSULT STORAGE LOUNGE LOCKE WAITING CHAIR UTILITY BOX ON SLAB., SEE DETAIL 5/P-2, TYPICAL DCV=1-1/4" LINE W/ 3/4" OUTLETS EACH CHAIR, TYPICAL ILIZ a TION UIP DCA— DCA— DCA DCA-- '-8" DCW-1/2" _INE W/ 1/8" OUTLETS EACH CHAIR, TYPICAL DCA DCA --I I---1 I I I I 11 L__1 L__1 DGg 1/2" GW'> 1/2" 1/2"q 3/ 3/4" HW'1 DCV DCV --- DCV -seO- IW DCV 1 /2" I DCV=1-1/4" UNE W/ 3/4" OUTL Op -9 AT EACH CHAIR, TYPICAL 116 DCW-1/2—LIVE W/ 1/8" OU L OP -2 nry DCV - DCV DCV I— DCA— DCA AT EAC -I CHA[R, TYPICAL x-1/2" TYPE 'L' COPPER, TYPICAL OP -3 1/2" TYPE 'L' COPPER, TYPICAL FLEX -4 FLEX -5 FLEX -6 X-RAY RM -2 DCV DCA DCV— DCV A DCA DISDCA— DCA DCV DC\di-- A DCA— DK_ :�iLk"yGCi$ , %` r , asrur .sss., yL3� F. u,�• ¢i'f�4r,�::'.,*�.r.�'%i::kt;.t'f:#'• . �:. �� a �,.,,. x� s :.. `�?%' ., ,. ....• MI NOTE TO GC: MULTIPLE VACUUM LINES - VACUUM LINES TO MANIFOLD TOGETHER WITH 1-1/2" PVC IN EQUIPMENT ROOM OUTSIDE OF WALL. NO MORE THAN SIX (6) CHAIRS TO ONE VACUUM LINE. fVAc: .V.00 stea 1-604 DCV ISOMETRIC: SCALE: NTS WATER PLUMBING PLAN: 4< SCALE: 1/4" = 1'-0" SYMBOL LEGEND: NOTE: PLUMBING FIXTURE SCHEDULE- SEE SHEET P-1 - _ CW _ _ _ CW= COLD WATER UNE (IN GROUND) ---HW — — HW= HOT WATER LINE (IN GROUND) DCV — — ----DCA— NORTH = DENTAL ; R VACUUM (IN GROUND) DCA= DENTAL CHAIR AIR (IN GROUND) © EXISTING REMOTE READ WATER READER *SIZES AS INDICATED ON PLUMBING PLAN I, REVIEWED FOR ;CODE COMPLIANCE APPROVED FEB 0 7 2014 City of Tukwila Ui .i G ! ISI RECEIVED CITY OF TUKWILA JAN 2 2 2014 PERMIT CENTER CITY NOTE: WATER, AIR, AND VACUUM SYSTEM WILL NEED TO BE VERIFIED BY AN APPROVED THIRD PARTY MEDICAL GAS FIRM PER CHAPTER 13 OF THE UNIFORM PLUMBING CODE. THE REQUIRED REPORT SHALL BE SUBMITTED TO THIS JURISDICTION PRIOR TO FINAL APPROVAL BY THE CITY PLUMBING INSPECTOR. THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. ►70 The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and ere the property of PACIFIC DENTAL SERVICES, INC, and were created and developed wkly for use on, and In connection with this specific project, and s roll not be used, In whole a In part kr any purpose for which they were not orkInalN Intended without written permission from PACIFIC DENTAL SERVICES, INC 0 7013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 1-17-14 ® CITY COMMENTS 6 04 \. W 11 U- 0 z O W a 0 TENANT IMPROVEMENT 00 00 CO Z 0 J n. a 0 co O �ryO ¢mow cZ 52 / o ti LLW O Z W O Lo coo < w , _1 - SHEET TITLE WATER PLUMBING PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO.