Loading...
HomeMy WebLinkAboutPermit PG16-0055 - HEALTHPOINT - RESTROOM, SINKS, AIR AND VACUUM OUTLETS, RPAHEALTHPOINT 13030 MILITARY RDS 210 PG16-0055 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: 1623049171 Address: 13030 MILITARY RD S 210 Project Name: HEALTHPOINT Owner: Name: AGM INC Address: PO BOX 2039, KIRKLAND, WA, 98083 Contact Person: Name: MARK YURCZYK Address: 36217 SE ISLEY ST, SNOQUALMIE, WA, 98065 Contractor: Name: NORTH COAST PLUMBING INC Address: 36217 SE ISLEY ST, SNOQUALIMIE, WA, 98065 License No: NORTHCP930KA Lender: Name: Address: DESCRIPTION OF WORK: Permit Number: PG16-0055 Issue Date: 6/10/2016 Permit Expires On: 12/7/2016 Phone: (206) 931-6171 Phone: (206) 420-4600 Expiration Date: 5/1/2017 PLUMBING FOR 1 RESTROOM, 5 SINKS, 15 AIR OUTLETS, 7 VACUUM OUTLETS, 2 RPPA'S PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. Valuation of Work: $57,392.00 Fees Collected: $1,220.84 Water District: 20,125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: baja gqt Date: bj (p k 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 perP4-a4yd agree to the conditions attached to this permit. Signaturf: (/ Print Name: Date: � beol&, 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 2: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 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: MEDICAL GAS SPECIAL INSPECTION Contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the Building Division approved plan. Contractor is responsible for providing the medical gas verifier access to the plans at the job site. Each medical gas verifier shall complete and sign special inspection record and a copy shall remain at the job site with the contractor for review by the Building Inspector. Contractor is responsible for retaining at the job site all special inspections records submitted by the medical gas verifier, and for providing these records for review by the Building Division Inspector upon request. Medical gas verifier shall provide his/her qualification and agency information upon request by the Building inspector. IBC 110.1, Section UPC 103.5.6, 1327.0, 1327.3 & 1327.4 18: The two Reduced Pressure Principle Assemblies (RPPAs) shall be installed per manufacturer's specifications and tested by a certified backflow tester. Passing backflow test report shall be submitted to Public Works Inspector, who shall forward them to Water District #125. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWI- Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 " littp://www.Tukwi]aWA.gov Plumbing/Gas ermit No. Pro�ectNo. i Date Application Accepted: Date: Application Expires:� 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.: 6z30 4� k7l � Site Address:lY�� \► r� Suite Number: Floor: 2 Tenant Name: ✓l, New Tenant: �..... Yes El.. No CONTACT., PERSON,',- person receiving all project comtnpmcation - Name: K&k l`G L Address:36.n S –xslryS City�(w� State: WA- Zip:�dG j— S Phone: , b' ' Fax: Email- c Sf lu b t,N �1 U PLUMBING CONTRACTOR INFORMATION,' Company Name: ��`t/ Address: :567-17 City.? . l .44 Jr_ State: W� ZiP:e��� J. Phone: ,fm V20 W;ioo Fax - M6 yzd Co O e o.: Exp DCate / 7 7 Tukwila Business License No.: o o c)G a Valuation of Project (contractor's bid price): $ S :1 3 01 2 Scope of Work (please provide detailed information): QDw X1-0. l AR / 5 n- Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:\Applications\Foms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: Page I of 2 Indicate type of plumbing fixtures and/o. s piping outlets being installed and the quanti,- ;low: Fixture Type Qty Bathtub or combination bath/shower / Dishwasher, domestic with independent drain Shower, single head trap Sinks 5 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in . lawn sprinkler backflow protections (1-5 Fixture Type Qty Bidet Drinking fountain or water / cooler (per head) Lavatoryl Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic / Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease inter ce tors 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 as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: V -27•l6 Print Name: t✓ ✓�► r c L it L L Day Telephone: 406 131 61 7 I Mailing Address: �3a% j $'t- S'k2v - ST �V�fYi�la,t v,-,e(,�/� 9 65" City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9.11.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS • QUANTITY PAID PermitTRAK $1,220.84 PG16-0055 Address: 13030 MILITARY RD 5 210 Apn: 1623049171 $1,220.84 PLUMBING $1,173.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $906.60 PLAN CHECK FEE R000.322.103.00.00 0.00 $234.78 TECHNOLOGY FEE $46.96 TECHNOLOGY FEE TOTAL$1,220.84 R000.322.900.04.00 0.00 $46.96 Date Paid: Wednesday, April 27, 2016 Paid By: MARK YURCZYK Pay Method: CREDIT CARD 083788 Printed: Wednesday, April 27, 2016 1:29 PM 1 of 1 1.7�fsrsrEMs 2 INSPECTION RECORD ;y Retain a copy with permit Y�46 1 INSPCCTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'e t: /�J'T" Tyne -of Inspection: Lvwl iar' .JGifi�. L Address: o M10 1 -7119Y as Date Called: Special Instructions:210 Date Wanted: if 7 a:m: Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: AtDate: )C- F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o Ko INSPECTION RECORD nt Retain a copy with permit -tNSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 431-3670 Permit Inspection Request Line (206) 438-9350 PrI j ct: f4 ((k Type gf lnsp tion Address. Da Called: Special Instructions: Date Want% a.m. l P.M. Requester: ywue- 7-a� " q W - q 2-Z nspector. Date:/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPECIFICATION SUBMITTAL SHEET APPLICATION Ideal for use where lead free valves are required. Designed WILKINS LOW -LEAD for installation on potable water lines to protect against both backsiphonage and backpressure of contaminated water LEAD FREE P C into the potable water supply. Assembly shall provide pro- tection where a potential health hazard G-EIVED PftoouC ® STANDARDS COMPLIANCE CITY OF TUKWIL • ASSE® Listed 1013 FEATURES IAPMO� Listed MAY 2 6 2016 Sizes: ❑ 3/4" LJ 1" Ll1 1/4" LJ1 1/2" El 2" • CSAS Certified Maximum working water pressure 175 PSI 0AWWA Compliant C511 PERMIT CENTER Maximum working water temperature 180°F 0 Approved by the Foundation for Cross Connection Hydrostatic test pressure 350 PSI Control and Hydraulic Research at the University of End connections Threaded ANSI 61.20.1 Southern California LEAD PLUMBING LAW COMPLIANCE OPTIONS (0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) (Suffixes can be combined) 0 Lead Plumbing Law Certified by IAPMO R&T WITHBALL VALVES lbs. kg MATERIALS ❑ - with full port QT ball valves (standard) Main valve body Cast Bronze ASTM B 584 ❑ MS - with integral relief valve monitor switch Access covers Cast Bronze ASTM B 584 ❑ S - with Model SXL lead-free bronze "Y" Fasteners Stainless Steel, 300 Series type strainer Elastomers Silicone (FDAApproved) ❑ BMS - with battery operated monitor switch ❑ FT - with integral male 450 flare SAE test fitting Polymers REVIEWED FOR prings ACCESSORIES CODE COMPLIANCE ❑ Air gap (Model AG) APPROVEDI ❑ Repair kit (rubber only ❑ Thermal expansion to (Modf)0 7 2016 C ❑ Soft seated check val (Model 40XL) 0 0 ❑ Shock arrester (Model 1250XQ F o Q o ❑ QT -SET Quick Test Fit ing Stitt' of Tukwila o 0 ❑ Ball valve handle lock 15A DING DIVISION D Ll Test Cock Lock (Mode _ C jL;Uhh . a I ION l �+ 00st LTR# 04 DIMENSIONS & WEIGHTS (do not include pkq.) Buna Nitrile (FDAApproved) NoryITM, NSF Listed Stainless steel, 300 series Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1 19 sn in Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com MODEL SIZE in. mm DIMENSIONS (approxiiimate A B C in. mm in. mm in. mm D in. mm E in. mm F G in. I mm in. mm WITHBALL VALVES lbs. kg 3/4 20 12 305 73/4 197 21/8 54 3 76 31/2 89 5 127 161/8 410 12 5.5 1 25 13 330 1 73/4 197 21/8 54 3 76 31/2 89 5 127 173/8 441 14 6.4 1 1/4 32 17 432 1015/16 278 23/4 70 31/2 89 5 127 63/4 171 229/16 573 28 12.7 1 1/2 40 173/8 441 1015/16, 278 23/4 70 31/2 89 5 127 63/4 171 241/16 611 28 12.7 2 50 181/2 470 1015/161 278 23/4 70 31/2 89 5 127 63/4 171 261/2 673 34 15.4 .•REVISION: 0/0 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com C7 a 20 Cn 0 15 J w X 10 w a 5 FLOW CHARACTERISTICS MODEL 975XL2 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (1/s) 1.26 2.52 3.8 5.0 3.2 6.3 9.5 12.6 15.8 TYPICAL INSTALLATION �/c�rcym�i�► �� FLOW RATES (GPM) O Rated Flow (Established by approval agencies) Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. c CENTRAL STATION ALARM PANEL BATTERY MONITOR 12" MIN. 30" MAX. AIR GAP FITTING � g e _ c FLOOR DRAIN J .. , DIRECTION OF FLOW INDOOR INSTALLATION (Shown w/optional BMS) n OPTIONAL WATER METER PROTECTIVE ENCLOSURE Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 1 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 1 167 OPTIONAL WATER METER PROTECTIVE ENCLOSURE INLET SHUT-OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ANSI 3rd party certified to comply with states' lead plumbing law 0.25% maximum weighted average lead content requirement, shall be ASSE@ Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be low lead bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL2. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone: 905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 OPTIONAL LEAD-FREE STRAINER (MODEL SXL) da e 12" MIN 30" MAX AIR GAP DRAIN DIRECTION OF FLOW INLET SHUT-OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ANSI 3rd party certified to comply with states' lead plumbing law 0.25% maximum weighted average lead content requirement, shall be ASSE@ Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be low lead bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL2. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone: 905/405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2 of 2 '�r 4-•�•�����.�I G.,��, SE-�rvlr:t-��,, LLQ RECEIVED c;ll Y U UKWILA AUG 0 4 2016 Level 3 Verification Check List PERMIT CENTER Reference NFPA 99(2012ed) Job #: 561633 Facility: HealthPoint Tukwila Tested By: HP Test Date: 7/27/16 Facility: (] New ❑ Existing Type of Facility: ® Dental ❑ Medical ❑ Veterinary ❑ Lab ❑ Other: Medical Gases IRI NOW Oxygen Line: ❑ New ❑ Existing Nitrous Oxide Line: [] New ❑ Existing ❑ NONE Line Pressure: psi Concentration: % Line Pressure: psi Concentration: % Flow Test: SCFH (4.5 scfm) ❑ Pass ❑ Fail Flow Test: SCFH ( >_3.5 scfm) ❑ Pass []Fail Particulate Test: ❑ Pass ❑ Fail Particulate Test: ❑ Pass ❑ Fail Odor: ❑ Pass (None) ❑ Fail, Odor: ❑ Pass (None) ❑ Fail, Crossed Lines: ❑ Yes ❑ No Outlet Brand: Quick Connect Style: Location of Outlets: Cylinder Storage IRI NONE Tank Room: ❑ New ❑ Existing Location: ❑ Inside ❑ Remote Door Labeled: ❑ Yes ❑ No Individually Secured: ❑ Yes ❑ No Cooling Sprinkler: ❑ Yes ❑ No 1 Hour Rated: ❑ Yes ❑ No Separate from Mechanical Equipment: ❑ Yes ❑ No Electrical Switches/Outlets 5' above floor: ❑ Yes ❑ No Volume Connected or Stored: ❑ <3000 ft' ❑ >3000 W Number of Cylinders Connected: OX x N20 Ventilation: ❑ Natural ❑ N/A Ventilation: ❑ Mechanical ❑ N/A 2 Openings V of Floor & Ceiling: ❑ Yes ❑ No ❑ N/A Exhaust Fan Runs Continuously: ❑ Yes ❑ No ❑ N/A Minimum 72 int Free Area: ❑ Yes ❑ No ❑ N/A Draws Air from within V of Floor: ❑ Yes ❑ No ❑ N/A Vented to Exit Access Corridor: ❑ Yes ❑ No ❑ N/A Fan Connected to Essential Power: ❑ Yes ❑ No ❑ N/A Manifold IRI NONE Manifold: ❑ New ❑ Existing Piping Labeled: ❑ Yes ❑ No Brand: Flex Hoses < 51: ❑ Yes ❑ No I Rigid Copper ❑ Yes ❑ NIA Model #: Check Valve DL of Regulator: ❑ Yes ❑ No Serial #: Relief Valve 50% Above Norman Line Pres: ❑ Yes ❑ No Alarm / Warnina Svstem IRI NONE Alarm: ❑ New ❑ Existing ❑ None — Not Required Non -Cancellable Visual Alarm: ❑ Yes ❑ No Brand: Cancellable Audible Alarm: ❑ Yes ❑ No Model #: HI / LO Line Pressure Alarm: ❑ Yes ❑ No Serial #: Reserve In Use Alarm I Change Over: ❑ Yes ❑ No HealthPoint-Tukwila-7.27.16-Chklst-Level 3 Verification (2012ed) Pg 1 of 2 MedOc ag Gas Serv8c es, LLC Shutoff /Zone Valve I I NONE Valve: [] New ❑ Existing ❑ None — Not Required Brand: 3 Part Valve: ❑ Yes ❑ No I With Down Line Gauges: ❑ Yes ❑ No Sensor Location: ❑ UL ❑ DL Labeled: Dental Equipment ❑ Not Tested Dental Air System: ® New ❑ Existing ❑ NONE Dental Vacuum System: ® New ❑ Existing [] NONE Brand: Air Techniques Brand: RamVac Model #: All Star 50 Model #: 1050.1 Serial #: AS500-15110006 Serial #: QT1601165 Conf: [] Simplex Z Duplex ❑ Triplex ❑ Quad Conf: ® Simplex ❑ Duplex ❑ Triplex ❑ Quad Compressor Type: Oil less Pump Type: Rotary Compressor On: 80 psi Compressor Off: 110 psi Vac Level: 8 "HgV Horse Power: 1 hp. Line Pressure:110 psi Particulate: ® Pass ❑ Fail Drain: ® Sealed ❑ Open ❑ Floor Z Wall Concentration: 21% Horse Power: 1.5 hp. Flexible Connectors: ® Yes ❑ No Receiver: ® Yes ❑ No Drain: ® Manual ❑ Auto Air / Water Separator: ® Yes [I No Moisture Indicator: ® Yes ❑ No Exhausted to Outside: ® Yes E] No Dryer: ® Yes ❑ No Location of Discharge: Wall Intake: ❑ Outside ❑ Inside (other) ® Inside (same) Piping: ® Hard Copper ❑ Schedule 40 PVC Amalgam Separator ® New ❑ Existing ❑ Not Required ❑ None Brand: Rebec Model #: Catch 2000 Serial #: J404143 Comments: HealthPoint-Tukwila-7,27.16-Chklst-Level 3 Verification (2012ed) Pg 2 of 2 tali edlc aB (has Sevvoc es, LLCM 6355 NE 151x` Street Kenmore, WA 98028 425-877-9623 Dental Air and Vacuum Verification Report Date: July 29, 2016 Job Number: 561633 Contractor: North Coast Plumbing Date(s) / Time(s) of Testing: July 27, 2016 / 1300 hrs. Facility: HealthPoint Tukwila 13030 Military Road S Tukwila, WA 98169 Scope of Work: New dental air and dental vacuum systems. Our firm certifies that the verifier(s) named in this report are properly trained and certified to perform the activities required. All test and measurement equipment is properly calibrated and maintained. As representatives of Medical Gas Services, LLC the verifier(s) named in this report have conducted testing and verification of medical gas piping systems and related equipment to certify the following on the above date. General Findings: A. Dental air and vacuum are in compliance with NFPA 99(2012ed): Category 3 Dental. B. No crossed line were found in dental air and vacuum in the area tested on the day of testing. C. Dental air meets oxygen concentration, D. Dental air meets pressure requirements. E. Dental vacuum meets vacuum level requirements. F. Dental air and vacuum system components in area tested are in compliance with NFPA 99(2012ed): Category 3 Dental. G. Initial Line Pressure Test: PASS H. Permit #: PE 16-0055 / City of Tukwila HealthPoint-Tukwila-7.27.16-VR-Dental Air & Vac (2012ed) Pg. 1 of 2 - k K C"'4"Ec�(�. E Rio o�F�V"Uc"Cm9 FLI'(T� 6355 NE 151" Street Kenmore, WA 98028 425-877-9623 11. Dental Air: A. Static Line Pressure: 110 psig B. Concentration of Oxygen: 20.8% 111. Dental Vacuum: A. Static Line Vacuum: 8" HgV IV. Particulate Line Testing: PASS V. Odor: None — PASS VI. Dental Equipment: A. Dental Air: 1. System air components are in compliance with NFPA 99(2012ed) 2. Brand Name: Air Techniques 3. Model Number: All Star 50 4. Serial Number: 15110006 5. Configuration: Duplex 6. Horse Power: 1.5 7. Air Intake: Inside 8. Pump: Oil Less B. Dental Vacuum: 1. System vacuum components are in compliance with NFPA 99(2012ed) 2. Brand Name: RamVac 3. Model Number: 1050.1 4. Serial Number: QT1601165 5. Configuration: Simplex 6. Horse Power: 1 hp 7. Exhaust Vented Outside: Wall C. Amalgam Separator: 1. Brand Name: Rebec 2. Model Number: Catch 2000 3. Serial Number: J404143 VII. Brazier: David Toler A. Brazier Number: TOLERDR051 KT B. Plumbing Contractor: North Coast Plumbing VIII. Witness: Scott Miller — Abbott Construction. Tested By: Harry Pomeranz — ASSE 6030 Verifier �F Health Point -Tukwila -7.27.16 -VR -Dental Air & Vac (2012ed) Pg. 2 of 2 POPS BACKFLOW TESTING INC. BACKFLOW PREVENTION ASSEMBLY TEST REPORT (206)551.5174 WATER PURVEYOR KCWD #20 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY DEVICE # Meter # NAME OF PREMISE Tukwila Dental Commercial W Residential ❑ SERVICE ADDRESS 13030 Military Rd S #210 Tukwila ZIP 98168 CONTACT PERSON Mark Yurczyk PHONE (206) 931-6171 LOCATION OF ASSEMBLY_ 2 — Mechanical Room - Right Assembly DOWNSTREAM PROCESS Domestic Water DCVA ❑ RPBA W PVBA ❑ OTHER NEW INSTALL W EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES Cl NO ❑ PROPER INSTALLATION? YES W NO ❑ MAKE OF ASSEMBLY Wilkins MODEL 975XL2 SERIAL NO. 4231055 SIZE 1" INITIAL DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA TEST CHECK VALVE NOA CHECK VALVE NO.2 AIR INLET OPENED AT 3.4 PSID CLOSED TIGHT W CLOSED TIGHT W OPENED AT PSID PASSED #1 CHECK 1.0.2 PSID LEAKED ❑ LEAKED ❑ FAILED ❑ TIGHT PSID TIGHTPSID AIR GAP OK? YES DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID PARTS ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ ❑ ❑ ❑ ❑ ❑ ❑ AND F1 F1 El 1:1 ElCLEANED ❑ REPAIRS REPAIRED ❑ TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ RV EXERCISED ❑ REPAIRS AIR INLET PSID LEAKED ❑ LEAKED ❑ OPENED AT PSID PASSED ❑ FAILED ❑ PSID PSID #1 CHECK PSID CHK VALVE PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER SEPARATION PASS ❑ FAIL[] DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open W Closed ❑ SOV#1• Open 0 Closed ❑ SOV#2: Open F%*] Closed ❑ REMARKS: LINE PRESSURE 60 PSI CONFINED SPACE? No TESTERS SIGNATURE: IJ- CERT. NO. B6696 DATE 7/20/2016 TESTERS NAME PRINTED James W Salter TESTERS PHONE # (206)551-5174 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 11-15-201.5 GAUGE # 08102007 MODEL Midwest 835 SERVICE RESTORED YES W NO ❑ I certify that this report is accurate, and I have used WAC 246-290.490 approved test methods and test equipment. f� do S� POPS BACKFLOW TESTING INC. BACKFLOW PREVENTION ASSEMBLY TEST REPORT (206)551-5174 WATER PURVEYOR KCWD #20 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY DEVICE # Meter # NAME OF PREMISE Tukwila Dental Commercial W Residential ❑ SERVICE ADDRESS 13030 Military Rd S #210 Tukwila Zip 98168 CONTACT PERSON Mark Yurczyk PHONE (206) 931-6171 LOCATION OF ASSEMBLY 1 — Mechanical Room - Left Assembly DOWNSTREAM PROCESS Domestic Water DCVA ❑ RPBA W PVBA ❑ OTHER NEW INSTALL W EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES W NO ❑ PROPER INSTALLATION? YES W NO ❑ MAKE OF ASSEMBLY Wilkins MODEL 975XL2 SERIAL NO. _ 4226874 SIZE - INITIAL DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 AIR INLET TEST OPENED AT 3.4 ASID CLOSED TIGHT © CLOSED TIGHT W OPENED AT PSID PASSED LEAKED ❑ LEAKED ❑ #1 CHECK_ 9.2 PSID FAILED ❑ TIGHT PSID TIGHT PSID AIR GAP OK? YES DID NOT OPEN ❑ CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID PARTS ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ ❑ ❑ ❑ ❑ ❑ ❑ AND El El El El E] El CLEANED ElREPAIRS REPAIRED ❑ TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ RV EXERCISED ❑ REPAIRS AIR INLET PSID LEAKED El LEAKED 1:1 OPENED AT PSID PASSED ❑ FAILED ❑ PSID PSID #I CHECK PSID CHK VALVE PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER SEPARATION PASS ❑ FAIL ❑ DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open W Closed ❑ SOV#I: Open © Closed ❑ SOV#2• Open [*-*] Closed ❑ REMARKS: LINE PRESSURE 50 PSI CONFINED SPACE? No TESTERS SIGNATURE: �• 1499IS2 CERT. NO. 86696 DATE 7/20/2016 TESTERS NAME PRINTED James W Salter TESTERS PHONE # _(206)551-5174 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 11-15-2015 GAUGE # 08102007 MODEL Midwest 835 SERVICE RESTORED YES W NO ❑ I certify that this report is accurate, and I have used WAC 246-290490 approved test methods and test equipment. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director May 19, 2016 MARK YURCZYK 36217 SE ISLEY ST SNOQUALMIE, WA 98065 RE: Correction Letter # PLUMBING/GAS PIPING Permit Application Number PG16-0055 HEALTHPOINT - 13030 MILITARY RD S Dear MARK YURCZYK, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall fill out and sign the attached King County Non -Residential Sewer Use Certification form and list all the new plumbing fixture units to be installed. Please don't list any fixtures replaced in kind. 2) Plumbing permit submittal included drawings A2.1, P0.01, P0.02, P1.00, P2.01 and M2.00, however none of these sheets were stamped by a WA State Licensed Professional Engineer. 3) Submit backflow cut sheets for proposed Reduced Pressure Principle Assemblies (RPPAs) shown on Detail 3/P0.02. 4) Sheet A2.1 approved with the building permit D16-0044 shows 16 RPPAs on the Second Floor Alteration Plan, however the same drawing submitted with the Plumbing Permit application PG 16-0055 shows none. 5) Second Floor Alteration Plan on sheet A2.1 submitted under PG16-0055 refers to details 1-7/A5.0 and A5.1, however sheets A5.0 and A5.1 were never submitted under the Building nor Plumbing Permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG16-0055 6300 Southcenter Boulevard Suite #100 0 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431- 3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0055 DATE: 05/26/16 PROJECT NAME: HEALTHPOINT SITE ADDRESS: 13030 MILITARY RD S Original Plan Submittal Revision # before :Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ W5 fff-. Public Works' PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator 0 DATE: 05/31/16 Structural Review Required ❑ DATE: DUE DATE: 06/28/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) 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: PG16-0055 PROJECT NAME: HEALTH POINT SITE ADDRESS: 13030 MILITARY RD S DATE: 04/27/16 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ A�ic Works Structural ❑ Permit Coordinator ❑ PRELINIINARY REVIEW: DATE: 05/03/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) R.EVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/31/16 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered (i�nReviews) Notation: ��� C1tM/� iYAr, REVIEWE.R'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only E-614 CORRECTION LETTER MAILED: JA Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW� Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 ° Z% l� Plan Check/Permit Number:t� 16® -06-— Date: ■ ■ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑' ' Deferred Submittal # Project Name: \Aek\-inn IL=.k.A -,-oe� Project Address: 3 C)3 C7 1A `s i -QA S Contact Person: Y\O.rk e Phone Numbe 20 6! 7 1 Summary of Revision: l �J� w•s �i� �\A��_�d , Z e�n4 �,te-e r C 2 Sc w c r a b G ee cA� �l'"kt o 1-1 RECEIV.D ,, , CITIr OF I unvriLA— MAY 2 6 2016 Sheet Number(s): V 0.01 , h11 bt O Z E l •yb , Q 2.0 1 , p•�\ ? ,a C)1. �� lc/ -z "Cloud" or highlight all areas of revision including of revision „ Received at the City of Tukwila Permit Center by: Entered in TRAKiT on `( W:\Permit Center\Iemplates\Forms\Revision Submittal Form.doc Revised: August 2015 P6 16 -o055 CORRECTION ITR#� P(91 ,- 00or!; CITY OF TUKWILA MAY 2 6 2016 PERMIT CENTER 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 e City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Public Private Public Private Fixture Un'tEi Bathtub and Shower 4 1 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 1 3 NV Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF Urinal, waterless 6 0 2 7 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units P Residential Customer Equivalent (RCE) �y, }, 20 fixture units equal 1.0 RCE }` Total No. of Fixture Units= RCE 20 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # ii623 Party to be Billed (if different from owner) City or Sewer District ` JI 1 Date of Connection 1-i Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No 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 ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: LTR#'T -- Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) RCE 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED: A 0 CITY OF TUKVILA, B Q MAY 2 6 2016 _ RCE PERMIT" CENTER 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. 1 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. gg Signature of Owner/Representative �� Date Z.� 6 Print Name of Owner/Representative 1058 (Rev. 9/07) White — Kino Countv Yellow — Local Sewer Aaencv Pink — Sewer Customer NORTH COAST PLUMBING INC Home Espanol Contact Safety & Health Claims & Insurance inWashington State Department of Labor & Industries NORTH COAST PLUMBING INC Owner or tradesperson 36217 SE Isley St SNOQUALMIE, WA 98065 Principals 206-420-4600 YURCZYK, MARK KING County CHRISTOPHER, PRESIDENT YURCZYK, FARNAZ D, SECRETARY Doing business as NORTH COAST PLUMBING INC Page 1 of 2 Search L&I s A -Z Index Help Aty L&I Workplace Rights Trades & Licensing WA UBI No. Business type 602 708 839 Corporation Policy no. Governing persons 01CI13370180 FARNAZ Received by L&I DANESH 01/13/2016 YURCZYK MARK C YURCZYK; License 02/19/2017 Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor .......................................................... Active. Meets current requirements. License specialties PLUMBING License no. NORTHCP930KA Effective — expiration 05/01/2007— 05/01/2017 Bond AMERICAN CONTRACTORS INDEM CO $6,000.00 Bond account no. 100022456 Received by L&I Effective date 05/01/2007 04/23/2007 Expiration date Until Canceled Insurance ....................... American States Insurance Cc $1,000,000.00 Policy no. 01CI13370180 Received by L&I Effective date 01/13/2016 02/19/2016 Expiration date 02/19/2017 ....... ....... American States Insurance Co $1,000,000.00 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602708839&LIC=NORTHCP93OKA&SAW= 6/9/2016 Floor Plan General Notes: 1. SEE 3/A7.1 FOR TYPICAL FLOORING TRANSITION 2. REPLACEMENT FIRE EXTINGUISHERS AS FOLLOWS: FIRE EXTINGUISHERS TO BE MULTI-PURPOSE DRY CHEMICAL TYPE: HEAVY DUTY DOT STEEL TANK; UL RATING 2A -10B: C, 5LB CAPACITY, WITH PRESSURE GAGE, RED ENAMEL FINISH; METAL VALVES AND SIPHON TUBES. 3. PROVIDE SEMI -RECESSED FIRE CABINETS IN ALL LOCATIONS NOTED ON FLOOR PLAN; SIZE AS NECESSARY TO ACCOMMODATE FE, TRIM TO BE FORMED SHEET STL, MIN 20 GAGE, SQUARE EDGE. DOOR TO BE FORMED SHEET STL, MIN 20 GAGE; REINFORCED FOR FLATNESS AND RIGIDITY; SATIN ZINC OR AL PULL, ROLLER CATCH, CONTINUOUS HINGE AND CLEAR GLASS VISION PANEL; BRUSHED SSTL FINISH; SIGNAGE ON CABINET TO BE RED PRESSURE SENSITIVE LETTERS "FIRE EXTINGUISHER". 4. PROVIDE 3/8" CONTINUOUS CDX PLYWOOD UNDERLAYMENT AT FLOORS THROUGHOUT CLINIC SPACE, TYPICAL Floor Plan Legend FIRE EXTINGUISHER IN RECESSED CABINET LOCATION, CONTRACTOR TO VERIFY IF EXISTING FE CAN BE REUSED; ® PROVIDE REPLACEMENT EXTINGUISHERS AS NEEDED AND RECESSED CABINETS PER FLOOR PLAN NOTES EXISTING PARTITION PARTITION, REFER TO 13/A7.1 FOR PARTITION TYPES EXISTING FlRE WALL - 1 HOUR RATED CG r CORNER GUARD PER DTL 2/A7.1 Materials & Finishes Legend ML RB -1 4-1/2" RUBBER BASE MANUFACTURER: BURKE-MERCER COLOR: 523 'BLACK/BROWN' FLOOR FINISHES: LN LINOLEUM FLOORING MANUFACTURER: FORBID SERIES: 'MARMOLEUM-REAL' LN -1 COLOR: CARIBBEAN 3038 LN -2 COLOR: CPT CARPET TILE MANUFACTURER: SHAW COLOR: MOVEMENT 75481 STYLE: DIFFUSE 59575 LAYOUT: RANDOM BACKING: ECOLOGIX CEILING FINISHES ACT ACOUSTIC CEILING TILE - USG HALCYON CUMAPLUS 2'X4' W/ FL EDGE OR OPTIMA TEGULAR WITH NRC ACOUSTICAL RATING OF .95 OR BETTER GWB PAINTED GWB WALL FINISHES: (5/8' TYPE 'X' GWB SUBSTRATE, BENJAMIN MOORE PAINT) PT -1 (PRIMARY WALLS) COLOR PREVIEW 'NATURAL WICKER' OC -1 PT -2 COLOR PREVIEW 'CINNAMON' 2174-20 PT -3 COLOR PREVIEW 'SUNTAN YELLOW' 2155-50 PT -4 CLASSIC COLORS 'FRASER FIR' 503 PT -5 COLOR PREVIEW 'CLARKSVILLE GRAY' HC -102 PLAM PLASTIC LAMINATE WALL PROTECTION, PROVIDE PLAM-1 PLAM TRIM: SCHLUTER JOLLY '45' TRIM BRUSHED STAINLESS STEEL WITH INSIDE CORNER TRIM TO MATCH PAINT SHEEN: WALLS: SATIN WITH LEVEL 5 FINISH CEILING: FLAT WITH LEVEL 5 FINISH H.M. FRAMES: SEMI -GLOSS STL EXPOSED STRUCTURAL STEEL COLUMN, PAINT FINISH BENJAMIN MOORE, 'IRON MOUNTAIN' 2134-30 AND EXPOSED CEILING ELEMENTS CR: CHAIR RAIL: 5 1/2' X 3/4" MEDITE W/ CHERRY VENEER - TOP EDGE AT 3e AFF WPP WALL PROTECTION PANEL ACROVYN 4000 BEVELED EDGE PANELS COLOR: ALMOND >#920 CASEWORK FINISHES: C -PVC COUNTERTOP: PLASTIC LAMINATE (PLAM-3) PVC W/ 3MM PVC EDGEBAND (2416 -BLACK) LNC LINOLEUM COUNTERTOP (W/ 3MM PVC EDGEBAND) FORBID MARMOLEUM 'REAL' - COLOR: LAVA 3MM PVC EDGEBAND - DOELLKEN WOODTAPE PVC -1: 2431 SLATE PVC -2: 3922 FUSION MAPLE 3MM PVC EDGEBAND - COLOR: 2416 BLACK PRIVACY PANEL PLAM-1 PLASTIC LAMINATE (TYPICAL CABINETS) MANUFACTURER: FORMICA COLOR: 7813-58 'CARDBOARD SOLIDZ' PLAM-2 NOT USED PLAM-3 PLASTIC LAMINATE (COUNTERTOPS) RESIN PANEL GLAZING MANF. 3 FORM VARIA ECO RESIN COLOR/PATTERN: 'TING -TING' GAGE: 3/8"/9.5MM FINISH: PATINA MANUFACTURER: NEVAMAR SPECIALTY WOOD PANEL: COLOR: VE6001T 'VETA SHADOWS' 'KIREI BOARD' MANUFACTURED BY KIREI ML THERMO-FUSED MELAMINE - KML OR EQUIVALENT 3/4' THICK PANELS WITH W PRE -FINISH ML -1 KMD730 'ALMOND' 3MM PVC EDGE -BAND AT EXPOSED EDGES ML -2 NOT USED CASEWORK NOTES: 1. 3MM BLACK PVC EDGING AS NOTED IN CASEWORK SECTIONS, A8.0 AND ABA 2. ALL OPEN SHELVES AND INTERIORS NOT CONCEALED BY DOORS TO BE PLAM-1 3. TACK BOARD WALL COVERING - 1/4' THICK FORBID BULLETIN BOARD; COLOR: '2067 DESERT SAND'; PROVIDE MLT TRIM AT EXPOSED EDGES - MANF: PBS SUPPLY CO. INC. 'E-704' CAP TRIM 4. ALL SHELVES AND INTERIORS CONCEALED BY DOORS TO BE ML -1. Finish Schedule General Notes: 1. WHERE MORE THAN ONE FINISH IS INDICATED, REFER TO FINISH PLANS, CEILING PLANS, & INTERIOR ELEVATIONS FOR MORE DETAIL 2. ALL INTERIOR WALL TO BE PT -1 UNLESS NOTED OTHERWISE ON PLANS 3. ALL INTERIOR HM DOOR AND RELITE FRAMES TO BE PAINTED PT -5, U.O.N. 4. WALLCOVERING SEAMS AND/OR TERMINATIONS ARE NOT PERMITTED ON OUTSIDE CORNERS. 5. BACKSPLASHES TO MATCH COUNTER UNLESS OTHERWISE NOTED 6. ALL CABINETS TO HAVE 3MM PVC EDGEBANDS ON DRAWERS AND DOORS. 7. MATCH EXISTING ADJACENT FINISHES WHERE PATCH AND REPAIR IS REQUIRED 8. SEE 3/A3.3 FOR TYPICAL FLOORING TRANSITION 9. RE -USE (E) MINI -BLINDS (OR ALTERNATE ROLLER SHADES) AT ALL EXTERIOR WINDOWS PER DETAIL 1/A7.0; 10. REPLACEMENT FIRE EXTINGUISHERS AS FOLLOWS: FIRE EXTINGUISHERS TO BE MULTI-PURPOSE DRY CHEMICAL TYPE: HEAVY DUTY DOT STEEL TANK; UL RATING 2A -10B: C, 5LB CAPACITY, WITH PRESSURE GAGE; RED ENAMEL FINISH; METAL VALVES AND SIPHON TUBES. c� T- 0 N M O N." 0 a SCOPE OF WORK ,. Second Floor Alteration Plan 1/8"=1'-0" Finish Schedule RM # RM NAME FLOOR BASE WALLS CEILING KEYNOTES NORTH EAST SOUTH WEST 105 (E) BREAK ROOM (E) (E) PATCH/PAINT PATCH/PAINT PATCH/PAINT PATCH/PAINT (E) 105B BREAK ROOM EXP MATCH (E) MATCH (E) PT -1 N/A PT -1 PT -2 MATCH (E) 200 WAITING CPT -1 RB PT -1 PT -1 PT -1 PT -4 ACT 201 RECEPTION CPT -1 RB PT -1 PT -1 PT -1 PT -4 ACT 202 PROVIDER OFF CPT -1 RB PT -2 PT-2/PT-1 PT -1 PT -1 ACT 203 MANAGER CPT -1 RB PT -3 PT -1 PT -1 PT -1 ACT 204 OFFICE CPT -1 RB PT -4 PT -1 PT -1 PT -1 ACT 205 HALL CPT -1 RB PT -1 PT -4 PT -1 PT -1 SACT 206 XRAY LN -1 RB PT -1 PT -1 PT -1 PT -1 ACT/GWB 207 HALL CPT -1 RB PT -4 PT -4 PT -4 N/A ACT 208 RECOVER CPT -1 RB PT -1 PT -1 PT -3 N/A ACT/GWB 209 STERILIZATION LN -1 RB PT -1 PT -1 PT -1 PT -1 ACT 210 STAFF RR LN -1 RB PT -1 PT-1/PLAM PT-1/PLAM PT-1/PLAM GWB 211 NORTH OPERATORIES LN -1 RB PT -1 PT -4 PT -1 PT -1 ,ACT 212 QUIET OPERATORY LN -1 RB PT -1 PT -4 PT -1 PT -2 ACT 213 SOUTH OPERATORIES LN -1 RB PT -1 PT -4 PT -1 PT -1 ACT 214 HALLWAY CPT -1 RB PT -1 PT -1 PT -1 PT -1 ACT Project Alternates ALTERNATE 1 BASE: INCLUDE OPERABLE PARTITION IN EXP BREAK RM 105B AND DOOR TO WAITING 200 AS INDICATED IN DRAWINGS ALTERNATE: REMOVE OPERABLE PARTITION AND DOOR TO WAITING 200 FROM SCOPE ALTERNATE 2 BASE: RE -USE EXISTING 2X4 LIGHT FIXTURES WHERE POSSIBLE ALTERNATE: A. REPLACE ALL 2X4 LIGHT FIXTURES WITH NEW LED 2X4 LIGHT FIXTURES B. REPLACE ALL 2X4 LIGHT FIXTURES WITH NEW FLUORESCENT 20 LIGHT FIXTURES ALTERNATE 3 BASE: RE -USE ALL EXISTING MINI -BUNDS ALTERNATE: PROVIDE NEW MANUALLY OPERATED ROLLER WINDOW SHADES AT ALL WINDOWS THROUGHOUT TENANT SPACE (2 Alternate 1 1/8"-1'-0" °v ee a,pprovEl is subject to errors and orris ,ions. f O r .l of constru _ tion docur coos Pot alaehoriza I3 viok-:'ion 01 any t,)do tad cc --,.'J or ordinance. Raccipt a-p7miod Fiold Copy And c>>::: 0 -Es is adknowladged• By: Date: / -- / In City of `e uicvdla BUILDING DIVISION REVt��ri�,iS REGISTERED ARCHITECT r to the scope work %irithc ,.�rovat of u',tvifa 8= f °. - ;ion. Isv;slcn3 will i; ...,pian may ind;udgcc_ submittal :;;: pian review fees. PLERIMIT �Ma�har? ❑ Plumb;, ❑ Gas pip; --i City of TL,' .'a &U—ILPIyG r 'i!-IOLV i REVIEWED OF R BODE COMPLIANCE APPROVED JUN 0 7 2016 V City Of Tukwila BUILDING DIVISION RECEIVED APR 2 9 2016 TUKWILA PUBLIC WORKS 69 HealthPoint Your Community Health Center Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP 5222 REGISTERED ARCHITECT BRUCE N. HAYASHI STATE OF WASHINGTON CONSULTANT CONSULTANT'S STAMP PHASE Permit Set DATE 02/09/2016 REVISIONS RECEIVED CITY O TUKWILA APR 2*7 2016 PERMIT CENTER SHEET TITLE Second Floor Alteration Plan & f=inish Schedule SHEET NO. A2m t '0, 00/x s t �,y QMILLER HAYASHI ARCHITECTS 1508 1 THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING 36 TEST HYDRONIC PIPING PER IMC 1208. NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR 37 ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND ADDITIONAL REQUIREMENTS. PIPE DOWN FOR CONTACT WITH THE PIPING MATERIAL CONTRACTORS AND TRADES SHALL VERIFY COMPATIBILITY 2 INSTALLATION SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS (LOCAL AND STATE). NOTHING v OF THEIR PRODUCTS WITH THE PIPING SYSTEMS. THIS INCLUDES, BUT IS NOT LIMITED TO, FIRE ON THE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED AS ALLOWING DEVIATION FROM THIS REQUIREMENT. 45' DEGREE ELBOW STOPPING SEALANTS, FIRE STOPPING COLLARS, VIBRATION ISOLATION ELEMENTS, THERMAL IF A CONFLICT SHOULD OCCUR BETWEEN DRAWINGS AND REGULATIONS, THE REGULATIONS SHALL TAKE PRECEDENT MPC INSULATION, EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF SUCH CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION' 38 ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF 3 INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE SHEE? INDEX THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL UNIFORM PLUMBING CODE: 39 PIPE BURIAL METHODS FOR BELOW GRADE PIPING SHALL COMPLY WITH MFR INSTALLATION A. 3" WASTE PIPE - 3" CLEANOUT WITH 2.5" PLUG -----� I--- INSTRUCTIONS, ASTM D 2321 AND ASTM F1668. FAILURE TO FOLLOW THESE REQUIREMENTS B. 4" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG UNION CAN LEAD TO PIPE FAILURE. C. 6" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG STEAM TRAP 40 ROOF MOUNTED PIPING SHALL BE INSTALLED ON FREE FLOATING, PREFABRICATED SUPPORTS 4 WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE SIMILAR TO MIRO MODEL 24-R OR ROOF TOP BLOX ON WALKWAY TREAD PADS. THE USE OF WOOD AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE PIPING AWGNMENT GUIDE FOR SUPPORTS IS PROHIBITED. SIZES SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT 41 ALL ITEMS IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH THE NATIONAL "REDUCTION BE LESS THAN 2" DIAMETER. TEST PORT OF LEAD IN DRINKING WATER ACT" S.3874. 5 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4" FUNNEL PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1/8"/FT SHALL BE RESIZED PER CHAPTER 7 OF THE UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. 6 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS. 7 PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE. PROVIDE UNION ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. TRAP PRIMER BRANCH TAKEOFF SHALL BE FROM TOP OF MAIN DISTRIBUTION PIPE. 8 INSULATE P -TRAPS EXPOSED IN UNHEATED SPACES. 9 SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH -IN DIMENSIONS AND OTHER DETAILS. ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. 10 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS. 11 PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. COORDINATE FLOOR DRAINS FOR MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. 12 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 13 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC.). 14 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR, SUBMITTED TO THE ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRICAL PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. 15 SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE AS REQUIRED BY CODE. REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION. 16 PROVIDE PLUMBING ANCHORAGE AND EXPANSION EVERY 100' PIPE LENGTH PER CODE. 17 ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT COORDINATE LOCATION AND SIZE WITH ARCHITECT. 18 INSULATE PIPING PER SEC AND PER DIVISION 22 SPECIFICATIONS (WHICHEVER IS GREATER). 19 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 20 COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND SERVICE ACCESS DUE TO EQUIPMENT MAINTENANCE. 21 REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS, VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. 22 PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED ON DRAWINGS, OR IN SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL 23 IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 24 DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. 25 PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM PIPE SECTIONS. 26 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY BE REQUIRED. 27 COORDINATE ALL PLUMBING WORK WITH ARCHITECTURAL PHASING DRAWINGS. 28 COORDINATE DEMOLITION WORK WITH ARCHITECTURAL DEMOU11ON AND PHASING DRAWINGS. 29 PATCH ALL FLOOR, WALL, CEILING AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOLITION OF EXISTING PIPES, FIXTURES, ETC. IN ACCORDANCE WITH DIVISION 1 OF THE SPECIFICATIONS 30 ALL WATER PIPING IN UNHEATED SPACES EXCEPT CIRCULATED HOT WATER SHALL BE HEAT TRACED AND INSULATED. 31 WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. 32 PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL 33 PLUMBING VENTS SHALL TERMINATE MINIMUM 10' FROM FRESH AIR INTAKES PER CODE. 34 LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. 35 SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND AS REQUIRED IN THE SPECIFICATIONS. BEFORE CLOSING OF THE WALLS, EACH SECTION OF THE PIPING SYSTEM SHALL BE SUBJECTED TO A MINIMUM TEST PRESSURE OF 150 P.S.I,G. WITH OIL -FREE, DRY AIR OR NITROGEN. THIS TEST PRESSURE SHALL BE MAINTAINED UNTIL EACH JOINT HAS BEEN EXAMINED FOR LEAKAGE, AND ANY LEAKS LOCATED SHALL BE REPAIRED AND RETESTED AS ABOVE. AFTER TESTING AS ABOVE, THE SOURCE SHUTOFF VALVE SHALL THEN BE CLOSED. THE TEST SHALL REMAIN STATIC FOR A PERIOD OF 24 HOURS WITH A MAXIMUM ALLOWABLE PRESSURE LOSS OF 5 PSIG. ALL BRAZED JOINTS IN THE PIPING SHALL BE MADE UP USING BRAZING FILLER ALLOYS THAT BOND WITH THE BASE METALS BEING BRAZED AND THAT COMPLY WITH 'SPECIFICATIONS FOR BRAZING FILLER METAL,' ANSI,/AWS A5,8. (a) COPPER -TO -COPPER JOINTS SHALL BE MADE USING A COPPER -PHOSPHOROUS BRAZING FILLER ALLOY (BCuP SERIES) WITHOUT FLUX (b) DISSIMILAR METAL SUCH AS COPPER AND BRASS SHALL BE JOINED USING AN APPROPRIATE FLUX WITH EITHER A COPPER -PHOSPHOROUS (BCuP SERIES) OR A SILVER (BAg SERIES) BRAZING FILLER ALLOY. APPLY FLUX SPARINGLY AND IN A MANNER TO AVOID LEAKING ANY EXCESS INSIDE OF COMPLETED JOINTS. USE OF PREFLUXED ROD IS ACCEPTABLE. OUTLET STATIONS SHALL BE DESIGNED SO THAT PARTS OR COMPONENTS THAT ARE REQUIRED TO BE GAS SPECIFIC CANNOT BE INTERCHANGED BETWEEN STATION OUTLETS FOR DIFFERENT GASES. LABELING SHALL APPEAR ON THE PIPING AT INTERVALS OF NOT MORE THAN 20 FT. AND AT LEAST ONCE IN EACH ROOM AND EACH STORY TRAVERSED BY THE PIPING SYSTEMS, PIPING SHALL BE SEAMLESS TYPE K OR L (ASTM B88) COPPER TUBING.., SHALL BE THOROUGHLY CLEANED OF OIL, GREASE...AND BE CAPPED OR PLUGGED TO PREVENT RECONTAMINATION... INSTALLATION OF ALL DENTAL EQUIPMENT AND PIPING SYSTEM SHALL COMPLY WITH LOCAL CODE REQUIREMENTS (I.E., UPC, AHJ, NFPA 99 -2005 -LEVEL 3, ETC). INSTALLATION OF ALL DENTAL PIPING SYSTEMS SHALL BE DONE BY QUALIFIED, COMPETENT TECHNICIANS MEETING THE REQUIREMENTS OF ASSE STANDARD 6010 (SEE UPC 1302.2). INFORMATION SHOWN ON DRAWINGS IS SCHEMATIC. CONTRACTOR TO PROVIDE ADDITIONAL EQUIPMENT, VALVES, ETC AS REQUIRED TO PROVIDE A CODE COMPUANT INSTALLATION. VACUUM SYSTEM SHALL COMPLY WITH LEVEL 3 REQUIREMENTS AS DEFINED IN NFPA99-2005, SECTION 5.3.3.6. GDental unit utility center location. Provide compressed air for instrumentation devices with shut-off valves, (3/8" angle stop valves or 3 -piece ball valves as required by local codes.) Provide vacuum. ❑ Provide cold water. 61 See manufacturer's templates provided by equipment supplier. QDental unit utility center location. Provide compressed air for instrumentation devices with shut-off valves, (3/8" angle stop valves or 3 -piece ball valves as required by local codes.) ❑ Provide vacuum. ❑ Provide cold water. See manufacturer's templates provided by equipment supplier. PLUMBING TERMINATIONS FOR EQUIPMENT REQUIRED BY SERVICE DEPARTMENT Vacuum Systems: Operatory - 1-1/2" stub up in each operatory terminating in 3/4" female pipe thread Pump - 1-1/2" - 2" (VERIFY) female pipe thread Water - 3/8" compression fitting (angle stop) Compressed air for Gas -Powered Devices Systems: At compressor - 1/2" female pipe thread In operatory - 3/8" 3 -piece ball valves as required by local codes SUGGESTED PIPING LAYOUT, SEE MFG SPECIFICATIONS, TYPICAL. Run 1/2" I.D. copper air line. Terminate all locations with AIR LINES 3 -piece ball valves as required by local codes. local codes. Terminate 1" above finished floor unless otherwise specified. Provide 24 hour leak test at 100 PSI with oilless dean air. Where Indicated rough -in, cap lines for future use. Dental vacuum lines. Use only copper pipe per 2012 upc 1315. Slope l/4" for every 10 feet of run toward pump location. Avoid 90 degree angles when possible. See termination schedule. Final hook up by plumber. Vacuum lines to run sub grade and to follow trench layout. Indicates termination point. PIPING1 FLOW ARROW II--- CAP OR CLEANOUT C- PIPE UP OR TEE UP AND DOWN C PIPE DOWN ---0 PIPE TEE UP v PIPE TEE DOWN �---- 45' DEGREE ELBOW HE 90' DEGREE ELBOW MPC 4 WAY TEE M TEE j---- PIPE BREAK PIPING1 I RL RAIN LEADER I PRESSURE GAGE ---� THERMOMETER ---0 SIGHT GLASS v VENTURI FLOW METER 25— FLOW METER HE MANUAL AIR VENT (MAV) MPC GAS PRESSURE REGULATOR M WATER METER �c�---- i WYE STAINER SHEE? INDEX WYE STAINER WITH CAPPED HOSE LPC END BLOWDOWN VALVE PO.01 NOTES & LEGEND CONDENSATE RETURN -----� I--- FLANGE -III- UNION ^' ECCENTRIC REDUCER STEAM TRAP HOSE BIBBS 11 HOSE BIBB/WALL HYDRANT PIPE ANCHOR AWGNMENT GUIDE `I"� TEMPERATURE/PRESSURE TEST PORT '—' FLEXIBLE CONNECTION IN PIPING FUNNEL BALANCING VALVE -- PRESSURE REGULATING VALVE PRESSURE REDUCING VALVE (PRV) _ AUTOMATIC CONTROL VALVE - TWO WAY (ELECTRIC OPERATOR SHOWN) AUTOMATIC CONTROL VALVE - THREE WAY (ELECTRIC OPERATOR SHOWN) BALL VALVE GATE VALVE --- GAS COCl( RELIEF VALVE y-- CHECK VALVE -� F�BUTTERFLY VALVE REDUCED PRESSURE BACKFIAW ASSEMBLY F*4_ BALANCING//h�IIEASURING VALVE FIRE PROTECTION SYSTEMS FDC FIRE DEPARTMENT CONNECTION FS FIRE SERVICE WF WET FIRE PIPING DF DRY FIRE PIPING ST--- STORM WASTE (BELOW FLOOR) RL RAIN LEADER DF OVERFLOW LEADER ---� ROOF DRAIN ---0 OVERFLOW DRAIN N2 OVERFLOW SCUPPER HYDRONIC HVAC PIPING SYSTEMS CHS CHILLED WATER SUPPLY CHR CHILLED WATER RETURN CWS CONDENSOR WATER SUPPLY CWR CONDENSOR WATER RETURN HWS--- HEATING WATER SUPPLY HWR— HEATING WATER RETURN GAS IPING SYSTEMS G LOW PRESSURE GAS MPG MEDIUM PRESSURE GAS LPG PROPANE } ` kip.?V Pry r STEAM PIPING PR CONDENSATE PUMP RETURN HPS HIGH PRESSURE STEAM OX (ABOVE 75 PSIG) HPC HIGH PRESSURE STEAM N2 CONDENSATE RETURN MPS MEDIUM PRESSURE STEAM HE (15-75 PSIG) MPC MEDIUM PRESSURE STEAM V CONDENSATE RETURN LPS LOW PRESSURE STEAM SHEE? INDEX (0-15 PSIG) LPC LOW PRESSURE STEAM PO.01 NOTES & LEGEND CONDENSATE RETURN BFW BOIL FEED WATER BDN BLOW DOWN MED GAS PIPING ISYSTEMS MA MEDICAL AIR MV MEDICAL VACUUM OX OXYGEN N20 NITROUS OXIDE N2 NITROGEN MWG--- MEDICAL WASTE GAS LABORATORY PIPING SYSTEMS DI DEIONIZED WATER DW DISTILLED WATER LCW LABORATORY COLD WATER LHW LABORATORY HOT WATER LHC LABORATORY HOT WATER CIRCULATION AR ARGON HE HELIUM AIR AIR V VACUUM 160 HIGH TEMP HOT WATER 160' SHEE? INDEX OR AS INDICATED T TEMPERED WATER PO.01 NOTES & LEGEND TEMPERED WATER CIRCULATING PO.02 ABBREVIATIONS & DETAI S P1 OO LEVEL 1 & 2 PLUMBING DEMO PLAN P2.01 LEVEL 1 & 2 PLUMBING PLAN ■ ay, NORTH NORTH ARROW A SECTION IDENTIFICATION M201 SHEET IDENTIFICATION OSHEET NOTES ORISER CALLOUT, RISER -1 ePLUMBINGnXTURE TAG, W 1 REVISION CALLOUT, REV -1 REVISION BUBBLE 1 DETAIL CALLOUT P2.05 COLUMN GRID SYMBOLS -- +- — - — - — - O GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION EXISTING WORK OR BACKGROUND INFORMATION (LIGHT LINE) NEW WORK (HEAVY LINE) RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED EXISTING EQUIPMENT OR PIPING TO BE SELECTIVELY DEMOLISHED TYPICAL EQUIPMENT DESIGNATION (PUMP SHOWN) PONT OF CONNECTION TO EXISTING WATER PIPING SYSTEMS WS WATER SERVICE CWF COLD WATER FILTERED - COLD WATER (ABOVE FLOOR/GRADE) P HOT WATER (ABOVE _ _ FLOOR/GRADE) (120' F COPYRIGHT, HV ENGINEERING, INC. TEMPERED WATER IF NOT INDICATED OTHERWISE) 140 HIGH TEMP HOT WATER 140' OR AS INDICATED 160 HIGH TEMP HOT WATER 160' OR AS INDICATED T TEMPERED WATER TWC TEMPERED WATER CIRCULATING - - - HOT WATER CIRCULATING NP NON POTABLE WATER -Q-- WATER METER t WASTE (ABOVE FLOOR) PIPING --- — --- -- WASTE (BELOW FLOOR) PIPING ---------------- VENT ----AW--- ACID WASTE —GW — GREASE WASTE ---GD GARAGE DRAIN C CONDENSATE DRAIN P PUMPED PIPING FCO FLOOR CLEANOUT (FCO) --■--'I WCO WALL CLEANOUT (WCO) O VTR VENT THRU ROOF CORRETION 4ID FLOOR DRAIN LTR# __..i._ D FLOOR SINK wU / HealthPoint You Commun y H al h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Seattle, Washington, 98105 Phone: (208) 700-9869 Fax: (200) 708-1830 WW hvenghwaing. b1a CONSULTANT 5/25/16 CONSULTANTS STAMP PHASE 1 :14 META 1111*1—:41 RECEIVED CITY OF TUKWILA MAY 2 6 2016 DATE 05/25/2016 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2016 i PERMIT CENTERgU Ld �0 DlkWlls �.__ ISION FIEtAIE OF M VEFFY SCALE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED BAR MEASURES ONE INCH ON ORIGINAL. DRAWING HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE O" USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON THIS WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. SHEET TITLE NOTES & LEGEND SHEET NO. © MILLER HAYASHI ARCHITECTS 9508 AC AIR CONDITIONING FD FIRE DAMPER OR FLOOR DRAIN MCA MAXIMUM CIRCUIT AMPS SOIL/WASTE/VENT BY OWNER/ (OTHER) ABV ABOVE FF FINISHED FLOOR MAT MIXED AIR TEMPERATURE SHT SHEET AD ACCESS DOOR FLGD FLANGED MAX MAXIMUM SP STATIC PRESSURE AV ACID VENT FLR FLOOR MECH MECHANICAL SPEC SPECIFICATION AW ACID WASTE FCO FLOOR CLEAN OUT MFR MANUFACTURER SR SUPPLY REGISTER AFC ABOVE FINISHED CEILING FPM FEET PER MINUTE MED MEDIUM SS STAINLESS STEEL AFF ABOVE FINISHED FLOOR FLTR FILTER MH MANHOLE SYS SYSTEM AFG ABOVE FINISHED GRADE FOF FACE OF FLANGE MIN MINIMUM, MINUTE STAT THERMOSTAT AFUE ANNUALIZED FUEL EFFICIENCY FPI FINS PER INCH MISC MISCELLANEOUS TANK ASSEMBLY BY THE DENTAL EQUIPMENT SUPPLIER AHU AIR HANDLING UNIT FSK FOIL SKRIM KRAFT LINED MV MED VACUM TEMP TEMPERATURE AL ALUMINUM DUCT (SPUNSTRAND) TD TEMPERATURE DIFFERENTIAL APPROX APPROXIMATELY FT FEET, FOOT N NORTH, NEUTRAL TDH TOTAL DYNAMIC HEAD ARCH ARCHITECTURAL FU FIXTURE UNITS NA NOT APPLICABLE TEMP TEMPORARY ATMOS ATMOSPHERE FV FACE VELOCITY NC NORMALLY CLOSED THRU THROUGH FW FEED WATER NIC NOT IN CONTRACT TI TENANT IMPROVEMENT BATT BATTERY FPTU FAN POWERED TERMINAL UNIT NO NUMBER OR NORMALLY OPEN TSTAT THERMOSTAT BDD BACK DRAFT DAMPER NG NATURAL GAS TYP TYPICAL BF BLIND FLANGE G GAS NTS NOT TO SCALE TRU TERMINAL REHEAT UNIT BFC BELOW FINISHED CEILING GALV GALVANIZED BHP BRAKE HORSE POWER GEN GENERATOR 02 OXYGEN UL UNDERWRITER'S LABORATORY BI BACKWARD INCLINED GFI GROUND FAULT CIRCUIT INTERRUPTER OC ON CENTER UNO UNLESS NOTED OTHERWISE BLDG BUILDING GR GRILLE OSA OUTSIDE AIR UV UNIT VENTILATOR BOD BOTTOM OF DUCT GPM GALLONS PER MINUTE OAT OUTSIDE AIR TEMPERATURE UMC UNIFORM MECHANICAL CODE BTU BRITISH THERMAL UNIT GV GATE VALVE OA OUTSIDE AIR UP UNIFORM PLUMBING CODE BTUH BRITISH THERMAL UNIT PER HOUR GW GRAY WATER (NON POTABLE) OD OUTSIDE DIMENSION UBC UNIFORM BUILDING CODE GWR GLYCOL WATER RETURN OPP OPPOSITE UPC UNIFORM PLUMBING CODE CFM CUBIC FEET PER MINUTE GWS GLYCOL WATER SUPPLY OV OUTLET VELOCITY UG UNDERGROUND CHAR CHARACTERISTICS OCP OVER CURRENT PROTECTION CHEM CHEMICAL INJECTION HP HORSE POWER V VOLT CHWS CHILLED WATER SUPPLY HPFS HIGH POINT FINISHED SURFACE P PUMP VAC VOLTS AC CHWR CHILLED WATER RETURN HR HOUR PD PRESSURE DROP VDC VOLTS DC CLG CEILING HTG HEATING PERF PERFORATED VD VOLUME DAMPER CO CLEAN OUT HT HEIGHT PF PRE FILTER VAC VACUUM CONC CONCRETE HVAC HEATING, VENTILATION AND PH PHASE VAV VARIABLE AIR VOLUME CONN CONNECT OR CONNECTION AIR CONDITIONING PJ PUSH ON JOINTS VEL VELOCITY CPLG COUPLING HW HOT WATER PLCS PLACES VF VENTILATION FAN CS CARBON STEEL HWC HOT WATER CIRCULATING PNL PANEL VTR VENT THROUGH ROOF CSC CARSEALED CLOSED HWS HOT WATER HEATING SUPPLY POC POINT OF CONNECTION VOL VOLUME CSO CARSEALED OPEN HWR HOT WATER HEATING RETURN PRV PRESSURE REDUCING VALVE V/PH/HZ VOLTS/PHASE/HERTZ CV CONSTANT VOLUME PS PIPE SUPPORT CW COLD WATER IA INSTRUMENT AIR PSV PRESSURE SAFETY (RELIEF) VALVE W/ WITH CRD CEILING RADIATION DAMPER ID INSIDE DIMENSION W/O WITHOUT IE INVERT ELEVATION QTY QUANTITY W WASTE DET DETAIL IH INSULATION HOT WB WET BULB DFU DRAINAGE FIXTURE UNITS IN INCH, INCHES R RELIEF WC WATER CLOSET DIA DIAMETER INFO INFORMATION RA RETURN AIR WCO WALL CLEAN OUT DIM DIMENSION INST INSTRUMENT RED REDUCER WG WATER GAUGE DISCH DISCHARGE INSUL INSULATE, INSULATION REQD REQUIRED WHA WATER HAMMER ARRESTOR DI DUCTILE IRON INV INVERT RR REMOVE AND RELOCATE WT WATER TANK DMPR DAMPER IRR IRRIGATION (NON POTABLE) RJ RESTRAINED JOINTS WT WEIGHT DN DOWN IW INDIRECT WASTE RET RETURN WTR, W WATER DP DIFFERENTIAL PRESSURE RG RETURN GRILLE DR DRAIN JAN JANITOR RPM REVOLUTIONS PER MINUTE DWG DRAWING RWL RAINWATER LEADER KW KILOWATT EA EACH KWH KILOWATT HOUR SS SANITARY SEWER OR STAINLESS STEEL EAT ENTERING AIR TEMPERATURE SA SUPPLY AIR ECC ECCENTRIC LAT LEAVING AIR TEMPERATURE SCHED SCHEDULE ECON ECONOMIZER LB POUND SECT SECTION EER ENERGY EFFICIENCY RATIO LC LOCKED CLOSED SEER SEASONAL ENERGY EFF. RATIO EF EXHAUST FAN LF LINEAL FEET SVC SERVICE EFF EFFICIENT, EFFICIENCY LL LANDLORD SHT SHEET EG EXHAUST GRILLE LOC LOCATION SD SMOKE DETECTOR EL ELEVATION LVG LEAVING SL SOUND LINING ELEC ELECTRICAL SV SOLENOID VALVE EQUIP EQUIPMENT MA MED GAS SW SOCKET WELD ET ELECTRIC TRACED MAIL MATERIAL STA STATION EXIST, (E) EXISTING MAX MAXIMUM STD STANDARD EXH EXHAUST MPG MEDIUM PRESSURE GAS SF SUPPLY FAN EXT EXTERIOR MA MIXED AIR SFD SMOKE/FIRE DAMPER MBH THOUSAND BRITISH THERMAL UNITS PER HOUR PRELIMINARY EQUIPMENT LAYOUT SHOWN. VERIFY FINAL REQUIREMENTS WITH DENTAL EQUIPMENT SUPPLIER AND THEIR DRAWINGS. SEPARATE EXHAUST & INTAKE OPENINGS, 16-0 SEE PLANS 2" DENTAL VACUUM - TO DENTAL /-CHAIR SYSTEM, SEE PLANS BUG SCREEN COVER ONJ EXHAUST VENT eO INTAKE HOOD NTH SYSTEM ABOVE GROUND 8&2W GROUND JOINT METHOD REMARKS IPE INSULATION SOIL/WASTE/VENT SCREENED OPENING. PVC (SOLID CORE) SOLVENT WELD LOCATE 10' CLEAR OF WATER CLOSET (ADA) ABS EXHAUST VENT OPENING COUPLER BETWEEN DISSIMILAR PLASTIC PIPE < COLD WATER & TYPE L COPPER MALGAM SEPARATOR SOLDER INSULATE PER WSEC 2"SCH 40 PVC INTAKE PIPE T " TO VTR 2" TYPE L COPPER INTAKE HOOD AT WALL EXHAUST TO OUTSIDE 1-1/2" AND SMALLER VENT AT WALL. LAVATORY (ADA) 1-1/2 CONNECT TO VACUO TYPE L COPPER 1j§" HOSE IN AND OUT OF AMALG, PUMP PER MANUFACTURER INSULATE PER WSEC UNIT INSTALLATION EF S RONLY) BY OTHER ( Y) INSTRUCTIONS 2" AND LARGER ROUTE SEPARATOR TANK { REMOTE AIR INTAKE KIT CONDENSATE DRAIN VIA GATE I MANIFOLD KIT - CONNECT TO AIR AND CHECK VALVE 11GHT--UNE TO j COMPRESSOR PER WASTE SYSTEM VIA. 4" DEEP i MANUFACTURER TRAP WITH VENT BOTH AHEAD --\, BY OTHERS (REF ONLY) AND BEHIND TRAP - IN i REMOTE AIR INTAKE DRIP LEG ACCORDANCE WITH NFPA 99 L I -� AND VALVE FIGURE A.5.3.3.6.3(A) I 2 MEDICAL VACUUM PUMP AND 1-1/2 I TANK ASSEMBLY BY THE DENTAL EQUIPMENT SUPPLIER DIV. 22 TO PROVIDE FINAL UTILITY CONNECTIONS TO 4" DEEP, 2"0 "P -TRAP! DENTAL AIR COMPRESSOR WITH 3" FLOOR SINK-,,,,, MEMBRANE DRYER (BY OTHERS, ONLY) PIPING SYSTEM SCHEDULE CIRC TI® SYSTEM ABOVE GROUND 8&2W GROUND JOINT METHOD REMARKS IPE INSULATION SOIL/WASTE/VENT PVC PVC (SOLID CORE) SOLVENT WELD WC -1H WATER CLOSET (ADA) ABS - COUPLER BETWEEN DISSIMILAR PLASTIC PIPE 1/2 COLD WATER & TYPE L COPPER TYPE L COPPER SOLDER INSULATE PER WSEC HOT WATER 1-1/2" AND SMALLER L -1H LAVATORY (ADA) 1-1/2 COLD WATER & TYPE L COPPER TYPE L COPPER SOLDER INSULATE PER WSEC HOT WATER 2" AND LARGER 1.0 GPM AERATOR 2/11/2016 PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL ITEM WASTE IW VENT CW HW SPECIFICATION REMARKS WC -1H WATER CLOSET (ADA) 3 - 2 1/2 - KOHLER K-3519 FLOOR MOUNT W/ LUSTRA ELONGATED OPEN FRONT TOILET SEAT L -1H LAVATORY (ADA) 1-1/2 - 1-1/2 1/2 1/2 KOHLER K-2005. FAUCET: GROHE EUROSMART 32 643 CENTERSET LESS DRAIN WITH 1.0 GPM AERATOR SK -1 STERILIZATION SINK 2 - 1-1/2 1/2 1/2 ELKAY DCR252210 SINGLE DEEP BOWL Faucet Cicago Faucet 2304-ABCP WITH HAND SPRAYER DS -1 DENTAL SINK 2 - 1-1/2 1/2 1/2 BY THE DENTAL EQUIPMENT SUPPLIER DIV. 22 TO PROVIDE FINAL UTILITY CONNECTIONS TO ALL EQUIPMENT (IE., AIR, VAC, CW, HW, WASTE AND VENT). COORDINATE REQUIREMENTS WITH DENTAL EQUIP. SUPPLIER z/1 W/1016 CONTRACTOR TO COORDINATE AND VERIFY ALL FINAL FIXTURE SELECTIONS WITH OWNER/GC/ARCHITECT MISCELLANEOUS SCHEDULE SYMBOL ITEM MAKE MODEL REMARKS FS -1 FLOOR SINK JONESPEC -2375 BFP-1 1" REDUCED PRESSURE BACKFLOW PREVENTER WILKINS 975XL BFP-2 1-1/4- REDUCED PRESSURE BACKFLOW PREVENTER WILKINS 9759. i I *," DENTAL AIR - SEE PLANS FOR CONTINUATION. > CONNECT TO AIR /-COMPRESSOR PER MANUFACTURE'S INSTALLATION INSTRUCTIONS MEMBRANE DRYER DRAIN VALVE CONDENSATE DRAINS TO APPROVED RECEPTOR WITH AIR GAP PLUMBING JT CW & HW UP TO FAUCET }" CW & HW BELOW FLOOR, OVER AND UP IN WALL 2" INA C.O. COUNTER TOP RUN LOOP AS HIGH AS POSSIBLE 45' 1 )" 1)T 2" WYE CONNECTIONS LONG TURN 34 BEND 1W VENT (SLOPE TO DRAIN -MINIMUM 27.), X20' PROVIDE WCO ON VERTICAL MEDICAL GAS SPECIAL INSPECTION Contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the Building Division approved plan. Contractor is responsible for providing the medical gas verifier access to the plans at the job site. Each medical gas verifier shall complete and sign special inspection record and a copy shall remain at the job site with the contractor for review by the Building Inspector. Contractor is responsible for retaining at the job site all special inspections records submitted by the medical gas verifier, and for providing these records for review by the Building Division Inspector upon request. Medical gas verifier shall provide his/her qualification and agency information upon request by the Building inspector. IBC 110.1, Section UPC 103.5.6,1327.0, 1327.3 & 1327.4 fll HealthPoint You Commun y H al h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel., 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP HV Engineering, Inc. Cons sting Engineers 7100 Linden Ave. N. Seattle, Washington, 98103 Phone: (208) 706-9889 Fauc: (208) 708-1830 W". hven8ineerin8. b1z CONSULTANT 5/25/16 CONSULTANT'S STAMP PHASE DATE 05/25/2016 SCOPE OF OR 3 TO PREVENT DEAD LEGS IN SYSTEM. I I III I I I (E)HW, CW, & V TO (E)LAV & (E)WATER 1 I I �� CAP END ® MAINS TO PREVENT DEAD I 1 1 1 Ili �I1 I I SYSTEM. (E)HW, CW, & V TO SINGLE (E)SINK, CAP MAINS TO PREVENT DEAD LEGS IN I I R-- \ OI -n I 11 II � I I � II II (E)W TO (E)SINKS. CAP END ® MAINS TO T DEAD LEGS IN SYSTEM. L - - - _ - - - _ _ _ _ (E)W TO (E)LAV & (E)WATER CLOSET. -1-F- - - - - - - - - T = _ _� - D ® MAINS TO PREVENT DEAD LEGS IN - n I I (E)W TO SINGLE (E)SINK. CAP END ® ` / ]UI I 2 170 PREVENT DEAD LEGS IN SYSTEM. F===�-' ------ LL_ J, L71 E L-----t1l IF- -1 1 _ 11 I (E)2"V I I I ----------- --- J I I 1----- �1 _ n I �F_ I �nl--———— — — — —-, I I Ir— 1 3J —I — I I ------ ° III I I I(E)1�"HW / I, III �— ° � — -� � i , IL L-n��------ 1I II III / n _ - J 1 L J , � I� , �(E)1 J�."HW � - - - (E)4 VTR - - F-- \ , II \ (E)l%7HW i I I (E)3 -RL " -----------] (E)2V - - - (E)1 "CW I - - ----------------------- - - - - - - - - - - - - - - - - II O2 Iii (E)3 -RL II II �� R RL RL —1 R1 0 {FAL RL I I �1 1 -1 I I I I --(E)1 WHW- I I I E— ---- �� / Imo— I -- ------ �I 0 G G i —�-G F=== j a: I II ry I L�_-- F- - I II I L Fr R L111--- L R L'R L - - RLT4- - i ----------J Q�IL� JI1O II I I II 1 C = J LY J tY I1 nlI — — — — — — — \ 11 I I \ 11 I I ° II °III I I r 0 z LEVEL I SCALE: %" = 1'0" SCALE: A" = 1'0" CITY OF TUKWILA MAY 2 6 2016 PERMIT CENTER THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED. BAR MEASURES ONE INCH ON ORIGINAL DRAWING HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS O" �„ THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON THIS WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. DRAWING, ADJUST SCALES COPYRIGHT, HV ENGINEERING, INC. ACCORDINGLY. 3R HealthPoint You Commun y H at h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tel: 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP HV Engineering, Inc. -' Consulting Engineers 7100 Linden Ave. N. Seattle. Washington, 98103 Phone: (206) 708-9889 Fax: (206) 706-1630 hvenglneering. bis CONSULTANT �v 5/25/16 CONSULTANT'S STAMP PHASE DATE 05/25/2016 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVE JUN 0 7 2016 City of Tukwila BUILDING DIVISION SHEET TITLI LEVEL 1 & 2 PLUMBING DEMO PLAN W41 CO MILLER HAYASHI ARCHITECTS 1508 2"W&WH 2 P0.02 2"W & )THI C FLAG NOTES 1` ROUTE jT AIR AND 2" VACUUM UP TO OPERATORY STATIONS. COORDINATE EXACT POINT OF CONNECTION AND PIPE SIZE NTH DENTAL EQUIPMENT SUPPLIER. PROVIDE INSULATION & 1207 ELECTRIC HEAT TRACE ONE HW MAIN ® LOCATIONS INDICATED ALL CW/HW FIXTURE/DEVICE CONNECTIONS IN THIS TI PROJECT SHALL BE MADE DOWNSTREAM OF BFP-1,-2. NO CONNECTIONS SHALL BE MADE UPSTREAM OF THEM. GENERAL NOTES:_ 1. FIELD VERIFY ALL EXISTIN CONDITIONS AND POINTS OF CONNECTION. 50' BREAK *"AIR DN 2" VAC DN SEE M2.00 FOR CONTINUA11ON SCOPE OF WORK u STA FSR 1H I CW LEXP _j U-1 1)TV' 6'qW & 1 - - - 1WV ON 1 "H DN 2"V & )TCW D I O5B I I Q 2 20V—.�.rI—r_ _ �—_j P0.0 DS--,�-1-}---1—I--I---, 2"VI NORTH 0 P E RATO RIS ` ' �w p I J"A ABO_l- Pou R FO ASSITINA, SEE _ F211 1K " i ARCH. DI I FOR CATION U- 2"V J I ----- - -- - - 1 "CW CU- 1C�I I N �J Q� J ITER[ZION �1 I O (E)2"V i I 1 WV DN I U9- HALLFri i " WAITING 214 I E)1 Y HVI+� 20 I E)4!VTR - u-1 I I I (E)3 -RL QUIET OPERATORY (E) " F2-1-21 (E)%"G I R E C ER --2 ---- ---- ---------------T---------------- C, ' I (E)3 -RL 1 J 1 r I RL RL L RL � H LL --(- - 0 I � - ---.— - � IU -1 2w v 1 I 1E11/4HW 3 - X .RA SOUT Io2 Q_ 1--RATORIES 1)TV DN-,,- -- ; 'i--- a_ �S 1y4 -HW G I G - 1 W"HW & 1 "CW DN I i 1 "VON E)1 "CW 3 LIJ 3 u- -�`- Po.o .2 -��- RE I- I N l-+ �� RL RL RL R RL L- 1 J WALLS [205 -------=- 1 L U- OFFIC _j CU -1)2041 —-- 1 I 1 I I 1 1 2 I)TV DN 0.02 --' - ------ DS i PROVIDER 0 MANAGER ► OFF 1 202 E03 I I U-2 I I + , � HealthPoint You Commun y H of h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 f Tel. • 206 634 0177 Fax: 206 634 0167 0 �0 CITY OF TUKWILA MAY 2 6 2016 PERMIT CENTER ARCHITECT'S STAMP HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Seattle, Washington, 98103 Phone: (208) 708-9889 Fa= (208) 708-1830 mVT►. hvengineering. bix CONSULTANT - j v1vAL v 5/25/16 CONSULTANT'S STAMP PHASE PERMIT SET DATE 05/25/2016 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2016 C4 Of Tukwila BUILDING DIVISION SHEET TITLE w w � NO. © MILLER HAYASHI ARCHITECTS 1508 "HW Li UP 2"W UP U-1 i )"CW UP 3"W UP o U- � " wW "CW 2"V & )TCW UP CW ---1 - - - UP2" VAC 3"W 3" 1 AV UP 4,1 -UPM ------ 7— l 4\-24, I Cr > U &Wr - � DID Q r(E)4*W "CW 2" ' I CW U'[ - - � "w - o r l i U-1 > i 8------------------- -------------- 2 -------- ------- (E)4"W 1 "CW ¢/ > > I =O Q _r"AIR _ 2" VAC I "AIRAIR AIR 2"w&WHw" " AIR CW W V AIR „ 21WV _._ V CO�ORDINAT( V AIR WITH (E� V AIR 2 T-LMNT ROi�w OF NEW 2 "AIR P0.02 - ----- --- -- UP P W I W- ATW If) TY P 1 �4HW U 2 2"W UP TENANT ROUTING OF NEW - 1"cw up PIPING ANL CONDUIT, TYP ==" W 1)TV UP (E)2)TW � 1pw i U-1 W (E 4"W 2"W UP TO FFD -1 NORTH S AIRWE ' Q )�"HW "CW C:�U_ � I 1 }2V UP -� WAIR Q 2" Q 2"W & )THW & CW UP )TAIR -2" VAC Lo/ >nu-, i u -z 0 FLAG NOTES 1` ROUTE jT AIR AND 2" VACUUM UP TO OPERATORY STATIONS. COORDINATE EXACT POINT OF CONNECTION AND PIPE SIZE NTH DENTAL EQUIPMENT SUPPLIER. PROVIDE INSULATION & 1207 ELECTRIC HEAT TRACE ONE HW MAIN ® LOCATIONS INDICATED ALL CW/HW FIXTURE/DEVICE CONNECTIONS IN THIS TI PROJECT SHALL BE MADE DOWNSTREAM OF BFP-1,-2. NO CONNECTIONS SHALL BE MADE UPSTREAM OF THEM. GENERAL NOTES:_ 1. FIELD VERIFY ALL EXISTIN CONDITIONS AND POINTS OF CONNECTION. 50' BREAK *"AIR DN 2" VAC DN SEE M2.00 FOR CONTINUA11ON SCOPE OF WORK u STA FSR 1H I CW LEXP _j U-1 1)TV' 6'qW & 1 - - - 1WV ON 1 "H DN 2"V & )TCW D I O5B I I Q 2 20V—.�.rI—r_ _ �—_j P0.0 DS--,�-1-}---1—I--I---, 2"VI NORTH 0 P E RATO RIS ` ' �w p I J"A ABO_l- Pou R FO ASSITINA, SEE _ F211 1K " i ARCH. DI I FOR CATION U- 2"V J I ----- - -- - - 1 "CW CU- 1C�I I N �J Q� J ITER[ZION �1 I O (E)2"V i I 1 WV DN I U9- HALLFri i " WAITING 214 I E)1 Y HVI+� 20 I E)4!VTR - u-1 I I I (E)3 -RL QUIET OPERATORY (E) " F2-1-21 (E)%"G I R E C ER --2 ---- ---- ---------------T---------------- C, ' I (E)3 -RL 1 J 1 r I RL RL L RL � H LL --(- - 0 I � - ---.— - � IU -1 2w v 1 I 1E11/4HW 3 - X .RA SOUT Io2 Q_ 1--RATORIES 1)TV DN-,,- -- ; 'i--- a_ �S 1y4 -HW G I G - 1 W"HW & 1 "CW DN I i 1 "VON E)1 "CW 3 LIJ 3 u- -�`- Po.o .2 -��- RE I- I N l-+ �� RL RL RL R RL L- 1 J WALLS [205 -------=- 1 L U- OFFIC _j CU -1)2041 —-- 1 I 1 I I 1 1 2 I)TV DN 0.02 --' - ------ DS i PROVIDER 0 MANAGER ► OFF 1 202 E03 I I U-2 I I + , � HealthPoint You Commun y H of h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 f Tel. • 206 634 0177 Fax: 206 634 0167 0 �0 CITY OF TUKWILA MAY 2 6 2016 PERMIT CENTER ARCHITECT'S STAMP HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Seattle, Washington, 98103 Phone: (208) 708-9889 Fa= (208) 708-1830 mVT►. hvengineering. bix CONSULTANT - j v1vAL v 5/25/16 CONSULTANT'S STAMP PHASE PERMIT SET DATE 05/25/2016 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2016 C4 Of Tukwila BUILDING DIVISION SHEET TITLE w w � NO. © MILLER HAYASHI ARCHITECTS 1508 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT. HV ENGINEERING, INC. • .. .. f.I V vv •v PERMIT CENTER PAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. HealthPoint You Commun y H a/ h C n Healthpoint Temporary Tukwila Dental Clinic 13030 Miltary Rd S Tukwila, WA 98168 Miller Hayashi Architects 118 North 35th St. Suite 200 Seattle, Washington 98103 Tek 206 634 0177 Fax: 206 634 0167 ARCHITECT'S STAMP HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Seattle, Washington, 98103 Phone: (208) 708-9089 Pea: (208) 708-1890 WWW. hvengineaftg. bis CONSULTANT 5/16 CONSULTANT'S STAMP PHASE PERMIT SET DATE 05/25/2016 REVISIONS REVIEWED FOR •CODE COMPLIANCE APPROVED JUN 0 7 2016 City of Tukwila 13UILDING DIVISION SHEET TITLE BASEMENT LEVEL MECHANICAL PLAN NO. © MILLER HAYASHI ARCHITECTS 1508