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Home My WebLink About2313 STATE ROUTE 530 NE_BLD1763_2026 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 WHEN Is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1 . New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT TWO (2) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ❑ Plumbing plans or drawings. (Minimum plan size is 18" X 24" scale, 1/4" scale for details.) ❑ Provide one set of plumbing drawings maximum size 11" X 17" ❑ Size of sanitary and potable water systems. ❑ Location, type and specifications (cut sheets) of proposed fixtures and equipment. ❑ Riser diagram of waste and vent, potable water and rain water systems, including sizes. ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. I hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. 6/16LP Page 1 of 3 COMMERCIAL PLUMBING PERMIT APPLICATION IN Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS, AND TWO (2) SETS OF FIXTURE SPECIFICATIONS (CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ❑ New Installation Addition/Alteration ® Industrial Project Address: 2313 SR 530 Parcel ID #: Lot#: Subdivision: Project Description: Union Pacific Service Station #5470 Valuation:10,000 Owner:KDC COnstruction _ Phone Number:7146326717 Address: 1442 E Lincoln Ave #334 City:Orange _State:CA Zip Code92865 Contact Person:Jeff Stevens Phone Number9168896966 Cell Phone: 9168896966 E-mail: jeff.stevens@kdcconstruction.com Address:1442 E Lincoln Ave #334 CityOrange State CA Zip Code92865 Contractor:Stollwerck Plumbing Phone Number:4253743909 Cell Phone:2063028382 Email: jd@stollwerckplumbing.com Address:3409 McDougall Ave City:Everett State:WA Zip Code:98201 Contractor License Number:STOLLPL880MC Expiration Date:05/2018 Please Indicate number of fixtures: Water Closet Floor Sink 1 Su1111) Hose Bibb Miscellaneous Lavatory Laundry Tub Washer ..�_ Water Heater Grease Trap Urinal Interceptor Sink - Med Gas Drinking Fountain Floor Drain Dishwasher Backflow _ - Shower Other 6/16LP Page 2 of 3 4�7�Z.4 COMMERCIAL PLUMBING PERMIT APPLICATION �, Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 PROPOSED BUILDING USE -- ❑ New Commercial ❑ Restaurant ❑ Automotive Based L✓_1 Commercial Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip, ❑ Air washers ❑ Swimming ❑ Fire Sprinkler Pools Coffee Steam Sprinkler ❑ ❑ Hydrotherapy Equip. ❑ ❑ Hot Tub/Spa ❑ Urn/Espresso Generators w/chemicals ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Aquarium ❑ Lawn Irrigation ❑ Fume Hoods ® Laboratory Equip. ❑ Pressure ❑ Decorative ❑ Well on Washers Fountain property ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Other:_ WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ® Don't Know Date grease trap/interceptor was last cleaned (provide service record): 2. Does the plumbing system currently have an oil/water separator? ❑ Yes ❑ No 2 Don't Know 3. Date oil/water separator was last cleaned(provide service record): 4. Is water used in the business process(washing, rinsing, cooling)? ❑ Yes ❑✓ No ❑ Don't Know 5. Does your sioes require a NPDES permit? ❑ Yes 0 No ❑ Don't Know I h y cer I t the above ' ormati correct and that the construction on, an the o upancy and the use of the above-described ropert M e i ord .wiN,r e laws, rules and regulation of the State /hingt n its Signature Da Print Applicants Name FOR STAFF USE ONLY Received DEC 01 7017 Permit# Accepted By Amount Received Receipt# Date Received 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:2313 SR 530 Permit#:1763 Parcel#:3 1050800201100 Valuation: 10000.00 OWNER APPLICANT CONTRACTOR Name:GTY-PACIFIC LEASING LLC Name:Stollwerk Plumbing Name:Stollwerck Plumbing Address:TWO JERICHO PLAZA UNIT 110 Address:3409 McDougall Ave Address:3409 McDougall Ave WING C City,State Zip:JERICHO,NY 11753 City,State Zip:Everett,WA 98201 City,State Zip:Everett,WA 98201 Phone: Phone:425-374-3909;206.302.8382 Phone:425-374-3909 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name:Stollwerck Plumbing Address: Address:3409 McDougall Ave City,State,Zip: City,State,Zip:Everett,WA 98201 Phone: Phone:425-374-3909 LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFIC CUPANCY HAS BEEN GRANTED. IBC1I0/IRC110. 0,0 7 7 SAL TA OTIC :S81es tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form a od ity of tngto 01. Ll gnature Print Name Date Released By Da CONDITIONS Adhere to approved plans. A RPBA will be required on the main water supply line. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/12/2017 Plumbing Permit Fee(Enter Fixture Fee) $12.00 12/12/2017 Plumbing Plan Review Fees $250.00 12/12/2017 Processing/Technology Fee $25.00 Total Due: $287.00 Total Payment: $0.00 Balance Due: $287.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: PIPING SYMBOLS(—.D1s APPLY ora wXEA Osm W oR.NwNcs PLUMBING ABBREVIATIONS GENERAL DEMOLRIOk NOTES GENERAL NOTES T %vwc ERANCx M w ARWnScruwL oCwsrory auwlEws Foa eu WINcs Burvc MOICi AR OrOONsimam.SxYOIO M iOIOYE.LDgaf01L TIT'G tnOR. M LOaOR101�4 LBS IN TKE ENOU ON FUR oEA1WTlox UOEAs ANo IXlmrvc wAuS Mi1FBl;a0 CSIIRI•p0 f1S1. M 11RII1 CNN MA MY!1OM[D Wit AFE OWV A fi IRy(0 ROLR LF unGR FEET pOF TIIE OMOUDW wW ALL TABOR w.TERulS, CRACI•faWftIIT.4w 10/IOSIR1IMIl ORrFFKS I011 OIOaO14K R[IBR M KmS RVO Sw1-1 - SI III FOR n(WOEI-11-11 1-TO RE UIRS.—OIY ws'#Ulgw•d1YR A Ib CUrt. 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J 1 � 5 %VWA7WTag: FS-730 12" Square x 6" Deep Sanitary Floor Sink SPECIFICATION: Watts Drainage FS-730 12"(305) square x 6"(152) deep sanitary floor sink with white porcelain enamel coated interior, loose set porcelain enamel coated cast iron grate, aluminum dome bottom strainer, and no hub (standard) outlet. 14-7/16" (367) SO - Pipe Sizing (Select One) Su 12" (305) SO K 2 2"(511 Pipo Size 3 3"(76)Pipe Size ❑ 9" (229) SO� 4 4"(102)Pipe Size ❑ Outlet Type(Select One) Suffix Description 2-1/4" (57) NH No Hub(W) ❑ 1 I P Push On ❑ (159)* I Options(Select One or More) Suffix Descri Lion 8-3/8" -F Flange with Weepholes ❑ t (21 3)* -FC Flange w/Weepholes& ❑ Flashing Clamp -F OPTIONAL -1 Nickel Bronze Top ❑ FLANGE W/WEEPHOLES I -3 Stainless Steel Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof(-1,-3 Only) ❑ I -7 Trap Primer Tapping ❑ -9 Hinged Grate(-1 Only) ❑ I-- PIPE SIZE -21 Secondary Strainer ❑ -33 Less Grate ❑ -128 Grate with 2-1/2"(64) ❑ Center Opening 'Add 5/8"(16)For-1 Nickel Bronze Top or-3 Stainless Steel Top -150 1/2 Grate ❑ -175 3/4 Grate ❑ -F4-1 4"Round Nickel Bronze Funnel ❑ -F6-1 6"Round Nickel Bronze Funnel ❑ -G-1 4x9"Oval Nickel Bronze Funnel❑ Free Area Free Areo -us Buy American Compliant ❑ Sq.In. Sq.In. available with-1 Only) 31 47 w/-1 or-3 Top Assy. The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer,You are required to thoroughly read all installation instructions and prod uct safety information before beginning the installation of this product, Job Name Contractor Job Location Contractor's P.O. No. Engineer Representative Watts product specifications in U.S.customary units and metric are approximate and are provided for reference only.For 9 precise measurements,please contact Watts Technical Service.Watts reserves the right to change or modify product design, INWATIM 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. USA: Tel:(800)338-2581 •Fax:(828)248-3929•Watts.corn A Watts Water Technologies Company Canada: Tel:(905)332-4090•Fax:(905)332-7068•Watts.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •Watts.com ES-WD-FS-730-USA 1623 ©2016 Watts ES-009 For • Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 009 Reduced Pressure Zone Assemblies Sizes: '/4" - 2" _ Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national 009QT-S plumbing codes and water authority requirements.This series is designed to protect drinking water supplies from dangerous n cross-connections in accordance with national plumbing codes { and water authority requirements for non-potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in-line, independent check valves, cap- o tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes'/a"—1" shutoffs have tee 009M2QT handles. Features Test Cock No.3 •Single access cover and modular check construction Ball Tye Test Cock No.4 for ease of maintenance Test Cocks •Top entry-all internals immediately accessible Test Cock •Captured springs for safe maintenance No.2 � , 00 •Internal relief valve for reduced installation clearances Second •Replaceable seats for economical repair First Check U '� % Check Module Module •Bronze body construction for durability 1/4"—2" Assembly Assembly •Ball valve test cocks — screwdriver slotted'/4"—2" : •Large body passages provides low pressure drop •Compact, space saving design t� R.P.Zone •No special tools required for servicing Water Outlet Relief Valve Assembly 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 Now Available consist of an internal pressure differential relief valve located WattsBox Insulated Enclosures. in a zone between two positive seating check modules with For more information, send for literature ES-WB. captured springs and silicone seat discs.Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through Inquire with governing authorities for local installation a single access bronze cover secured with stainless steel bolts. requirements The assembly shall also include two resilient seated isolation valves,four resilient seated test cocks and an air gap drain fit- ting.The assembly shall meet the requirements of: USC; ASSE Std. 1013;AWWA Std. C511-92;CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes&models. 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 with- VNWATW out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models: '/4" - 2" Pressure/Temperature Suffix: Series 009'/4"—2" Suitable for supply pressure up to 175psi QT — quarter-turn ball valves (12.1 bar). Water temperature: 33°F— 180°F S — bronze strainer (0.5°C—75°C). LF — without shutoff valves Standards AQT — elbow fittings for 360' rotation USC 3/4"—2" only ASSE No. 1013 PC — internal Polymer Coating AWWA C511-92 SH — stainless steel ball valve handles CSA B64.4 HC — 21/2" inlet/outlet fire hydrant fitting(2"valve) IAPMO File No. 1563. Prefix: tDoes not indicate approval status, See below for approved C — clean and check strainer models. 3/4"—1"only U — union connections (see ES-U009) O O Cip u PC O H55E U Materials: '/4" -2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- Approvals mer check seats for first and second checks. Removable stain- ASSE, AWWA, CSA, IAPMO less steel relief valve seat. Stainless steel cover bolts. Approved by the Foundation for Cross-Connection Control and Standardly furnished with NPT body connections. For optional Hydraulic Research at the University of Southern California. bronze union inlet and outlet connections, specify prefix U UL Classified 3/4"—2" (1/2" —2") Series 009QT furnished with quarter turn, full port, (LF models only except 009M3LF) resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows MODELDRAIN OUTLET DIMENSIONS for 909,009 and 993 sizes A B in. mm in, mm in. mm Ibs, k9& 909AGA /a"—'/z"009, /2 13 2% 60 3'/a 79 0.625 0.28 '/4"009W/W - AT 909AGC '/a"-1"009/909, 1 25 3'/4 83 4'/a 124 1.5 0.68 B 1"-1'/2"009M2 909AGF 1'/4"-2"009M1, 2 51 4% 111 6'/4 171 3.25 1.47 1 11/"-3"009/909, 2"009M2 4"_6"993 909AGK 4"-6"909, 3 76 6% 162 9% 244 6.25 2.83 8"-10"909M1 909AGM 8"-10"909 4 102 7% 187 11A 286 15.5 7.03 A -- 909ELA '/4"—%2"009 3/4"009M2/M3 — — — — — — — — 909ELC '/"-1"009/909 — — 2% 60 2% 60 0.38 0.17 ' 909ELF 1'/4"-2"009M1, — — 35/a 92 35/a 92 2 0.91 1'/4"-2"009/909, g 2"009M2 4"-6"993 909ELH 2W-3"009/909 — — — — — — — — Vertical "Epoxy coated Dimensions and Weight: '/4" —2" 009 c c B ,j -D N c � � .� ...— M ........ 0091/411 —2" SIZE DIMENSIONS DIMENSIONS mmmm q g G D L M N in. in On in, mm in. mm in mm in. min in. mm I in. mm lbs. kgs. 1/410 250 4% 117 3% 86 1'A 32 51/2 140 2% 60 21/2 64 5 2 % 10 250 41/8 117 3% 86 1'/4 32 5'/2 140 2% 60 21/2 64 5 2 ih 10 250 4% 117 3% 86 1'/4 32 51/2 140 23/4 70 2'/4 57 5 2 10% 273 5 127 3'/2 89 1'/2 38 63/4 171 Vi6 81 2% 70 6 3 1 141/2 368 5'/2 140 3 76 21/2 64 9'/2 241 33/4 95 3 76 12 5 11/4 17% 441 6 150 3'/2 89 2'/2 64 113/8 289 47/is 113 1 31/2 89 15 6 1�lh 171/8 454 6 150 3'/2 89 2'/2 64 111/8 283 41/8 124 1 4 102 16 7 2 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 511A6 151 1 5 127 30 13 Suffix HC—Fire Hydrant Fittings dimension`A' =25" Capacity Performance as established by an independent testing laboratory.*Typical maximum system flow rate(7.5 feet/sec., 2.3 meters/sec.) kPa psi '/a"009QT kPa psi 1��'*009M2QT 138 20 172 25 117 17 138 20 96 14 103 15 76 1 55 8 69 10 35 5 35 5 pp 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm AP 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 318"0090T kPa psi 1�*"009M2QT 138 20 207 30 117 17 172 25 96 14 138 20 76 11 103 15 55 8 - - 69 10 35 5 35 5 Ap 0 .25 50 .75 1 1.25 1.50 2.5 3.1 gpm 0 0 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm pp 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 112"009QT psi 2"009M2QT p 172 25 207 30 172 25 138 20 138 20 - 103 15 - 103 15 69 10 - 69 10 35 5 35 5 All,0 1 2.5 5 7.5 10 12.5 15 gpm 0 0 0 20 40 60 80 100 120 140 160 180 200 gpm 0 3.8 9.5 19 28.5 38 47.5 57 Ipm �P 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 15 fps 5 7.5 10 15 fps 1.5 2.3 4.6 mps 1.5 2.3 3.0 4.6 mps kPa psi * 3/a"009M3QT 207 30 165 24 - - " 124 18 -- 83 12 41 6 - 0 0[ �� - #1 1 1 1 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm Ap07.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi * I"009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 gpm Op 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps ® • soot-2ooa � @. r ERTIFIBD A Watts Water Technologies Company USA:Tel:(978)688-1811 -Fax:(978)794-1848-www.watts.com Canada:Tel:(905)332-4090-Fax:(905)332-7068-www.watts.ca ES-009 1318 ©2013 Watts CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:2313 SR 530 Permit#:1763 Parcel#:31050800201100 Valuation:10000.00 OWNER APPLICANT CONTRACTOR Name:GTY-PACIFIC LEASING LLC Name:Stollwerk Plumbing Name:Stollwerck Plumbing Address:TWO JERICHO PLAZA UNIT 110 Address:3409 McDougall Ave Address:3409 McDougall Ave WING C City,State Zip:JERICHO,NY 11753 City,State Zip:Everett,WA 98201 City,State Zip:Everett,WA 98201 Phone: Phone:425-374-3909;206.302.8382 Phone:425-374-3909 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name:Stollwerck Plumbing Address: Address:3409 McDougall Ave City,State,Zip: City,State,Zip:Everett,WA 98201 Phone: Phone:425-374-3909 LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CE�� TAX �QTIC CUPANCY HAS BEEN GRANTED. IBC110/IRC110. SAL. Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form a •od ity of mgton 01. gnalure Print Name Datc Released By f Dad CONDITIONS Adhere to approved plans. A RPBA will be required on the main water supply line. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/12/2017 Plumbing Permit Fee(Enter Fixture Fee) $12.00 12/12/2017 Plumbing Plan Review Fees $250.00 12/12/2017 Processing/Technology Fee $25.00 Total Due: $287.00 Total Payment: $0.00 Balance Due: $287.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon WILc_ NGL- b I Ure' Permit Information Date 12/4/2017 Permit Number 1763 Project Name My Goods Market Applicant Name Stollwerk Plumbing Applicant Address 3409 McDougall Ave City,State,Zip Everett,WA 98201 Contact Jeff Stevens Phone 425-374-3909 Email jeff.stevens@kdcconstruction.com Permit Type Commercial Plumbing Site Address 2313 SR 530 Valuation 10000.00 status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Install New Floor Sink Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 31050800201100 2313 STATE ROUTE 530 NE GTY-PACIFIC LEASING LLC 553 Gasoline Service Stations Review Date Type Description Target Date Completed Date Assigned To Status 12/4/2017 Commercial Plumbing 12/11/2017 (Kevin Olander In Review 12/4/2017 Commercial Plumbing 12/11/2017 PWAdmin Rev In Review 12/4/2017 Commercial Plumbing 12/11/2017 PW-Sew-Rev In Review 12/4/2017 Commercial Plumbing 12/11/2017 PW-Wat-Rev In Review Fees Fee Description Notes Amount Plumbing Permit Fee(Enter Fixture Fee) 322.10.00.00 $12.0 Plumbing Plan Review Fees 322.10.00.00 $250.00 Processing/Technology Fee 341.43.00.02 $25.00 Total $287.0 Uploaded Files Upload File Date File Uploaded B 12/4/2017 9:41:14 AM 1763_Appiication.pdf Foster,Kristin }( 12/4/2017 9:41:14 AM 1763 Plans&Specs.pdf Foster, Kristin X COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone (360) 403-3551 WHEN Is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT TWO (2) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ❑ Plumbing plans or drawings. (Minimum plan size is 18" X 24" scale, '/4" scale for details.) ❑ Provide one set of plumbing drawings maximum size 11" X 17" ❑ Size of sanitary and potable water systems. ❑ Location, type and specifications (cut sheets) of proposed fixtures and equipment. ❑ Riser diagram of waste and vent, potable water and rain water systems, including sizes. ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. I hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. 6f 1 6LP Page 1 of 3 i - i COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS, AND TWO (2) SETS OF FIXTURE SPECIFICATIONS (CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: [] New Installation Addition/Alteration ! I; Industrial Project Address: 2313 SR 530 Parcel ID #: - - Lot#: _ -----Subdivision: Project Description: Union Pacific Service Station #5470 Valuation:10,000 Owner:KDC COnstruction Phone Number:7146326717 Address: 1442 E Lincoln Ave #334 City:Orange State: Zip Code.92865 Contact Person:Jeff Stevens Phone Number9168896966 Cell Phone: 9168896966 E-mail: jeff.stevens@kdcconstruction.com Address:1442 E Lincoln Ave #334 CityOrange StateCA Zip Code92865 Contractor:Stollwerck Plumbing Phone Number:4253743909 Cell Phone-.2063028382 Email: jd@stollwerckplumbing.com Address:3409 McDougall Ave City:Everett _State:WA Zip Code:98201 Contractor License Number:STOLLPL880MC Expiration Date:05/2018 Please indicate number of fixtures: Water Closet Floor Sink 1 Sump Hose Bibb Miscellaneous Lavatory Laundry Tub Washer Water Heater Grease Trap Urinal _ _ Interceptor Sink Med Gas Drinking Fountain _ _ Floor Drain Dishwasher Backflow Shower Other 6/16LP Page 2 of 3 i 'Y COMMERCIAL PLUMBING PERMIT APPLICATION INC; Department of Community& Economic Development City of Arlington• 18204 591h Ave NE •Arlington, WA 98223 • Phone (360) 403-3551 PROPOSED BUILDING USE ❑ New Commercial ❑ Restaurant LJ Automotive Based Commercial Addition/Alteration ❑ Office LJ Machine Shop ❑ Industrial ❑ Medical Other: CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ® Swimming ❑ Fire Sprinkler Pools ❑ Coffee ❑ [3Steam Sprinkler Hydrotherapy Equip. ❑ Hot Tub/Spa ❑ Urn/Espresso Generators w/chemicals ® Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Aquarium ❑ Lawn Irrigation ❑ Fume Hoods ® Laboratory Equip. ® Pressure Decorative Well on Washers �—) Fountain ❑ property ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Other:_ WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ® Don't Know Date grease trap/interceptor was last cleaned (provide service record): 2. Does the plumbing system currently have an oil/water separator? ❑ Yes ❑ No Don't Know 3. Date oil/water separator was last cleaned (provide service record): 4. Is water used in the business process (washing, rinsing,cooling)? ❑ Yes ❑✓ No ❑ Don't Know 5. Does you equire a NPDES permit? ❑ Yes 0 No ❑ Don't Know I hPW y ce t the above' ormati ' correct and that the construction on,an he ocAupancy and the use of the above-described opert e i ord a laws, rules and regulation of the Statt pf�N I}ingt n Is Signature Print Applicants Name FOR STAFF USE ONLY Received DEC 0 .1 ?01� Permit# Wdy Amount Received Receipt# Dale Received 6/16LP Page 3 of 3 �. �� 1 .. . � 12/4/2017 Stollwerck Plumbing LLC 1 I To r�. �Search L&I .%Indr'� Ilrlp ,Vly I Cel Saieh� ! ail}; Claims&Insurance Workplace Rights Trarjes&Licensing Washington State Department of Labor & Industries Stollwerck Plumbing LLC Owner or tradesperson 3906 68th Dr NE MARYSVILLE,WA 98270 Principals 206-302-8382 Stollwerck,Peter Donoho,PARTNER/MEMBER SNOHOMISH County Stollwerck,Jeff Donoho,PARTNER/MEMBER Stollwerck,Peter Donoho,AGENT Doing business as Stollwerck Plumbing LLC WA UBI No. Business type 603 209104 Limited Liability Company Governing persons JEFF STOLLWERCK PETER STOLLWERCK; License 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. STOLLPL880MC Effective—expiration 07/03/2012—08/05/2018 Bond Ironshore Indemnity Inc $6,000.00 Bond account no. SUR40014542 Received by L&I Effective date 06/29/2017 06/19/2017 Expiration date Until Canceled Bond history Insurance Liberty Mutual Ins Co $1,000,000.00 Policy no. BKS 56666767 Received by L&I Effective date 04/03/2017 06/10/2015 Expiration date O6110/2018 Insurance history Help us https://secure.Ini.wa.gov/verify/Detaii.aspx?UBI=603209104&LIC=STOLLPL880MC&SAW= 1/2 12/4/2017 Stollwerck Plumbing LLC Savings No savings accounts during the previous.,ear period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 249,497-00 Doing business as STOLLWERCK PLUMBING Estimated workers reported Quarter 3 of Year 2017"1 to 3 Workers" L&I account contact T2/SUSAN BETTS(360)902-4828-Email:BETT235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us Impra, https://secure.ini.wa.gov/verify/Detail.aspx?UBI=603209104&LIC=STOLLPL880MC&SAW= 2/2 } ES-009 For • Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 009 Reduced Pressure Zone Assemblies Sizes: '/a" -T 11 Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national 009QT-S plumbing codes and water authority requirements.This series Is designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service appli- cations such as irrigation,fireline, or industrial processing. +' 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 main- tenance and assembly access. Sizes'/a"—1" shutoffs have tee handles. oo9M2QT Features Test Cock No. 3 •Single access cover and modular check construction Ball Type Test Cock No.4 for ease of maintenance Test Cocks •Top entry-all internals immediately accessible Test Cock •Captured springs for safe maintenance No.2 d� - , (o; •Internal relief valve for reduced installation clearances r Second •Replaceable seats for economical repair First Check Check Module Module •Bronze body construction for durability '/n"—2" Assembly :;:;-< Assembly •Ball valve test cocks — screwdriver slotted'/4"—2" ' •Large body passages provides low pressure drop •Compact, space saving design L R.P.Zone •No special tools required for servicing Water Outlet Relief Valve Assembly 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 Now Available consist of an internal pressure differential relief valve located WattsBox Insulated Enclosures. in a zone between two positive seating check modules with For more information, send for literature ES-WB. captured springs and silicone seat discs, Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through Inquire with governing authorities for local installation a single access bronze cover secured with stainless steel bolts. requirements The assembly shall also include two resilient seated isolation valves,four resilient seated test cocks and an air gap drain fit- Roceived ting.The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts [IF C5 Q 1 7f Series 009. tDoes not indicate approval status. Refer to Page 2 for Mn I { approved sizes&models. 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 with- IVWAWS' out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. �.��,' .� f �L �� .d: ;�t Available Models: '/4" - 2" r Pressure/Temperature Suffix: Series 009 1/4" -2" Suitable for supply pressure up to 175psi QT - quarter-turn ball valves (12.1 bar). Water temperature: 33°F- 180T S - bronze strainer (0.5°C-75°C). LF - without shutoff valves Standards AQT - elbow fittings for 360' rotation USC 3/4"-2" only ASSE No. 1013 PC - internal Polymer Coating AWWA C511-92 SH - stainless steel ball valve handles CSA B64.4 HC - 2'/2" inlet/outlet fire hydrant fitting (2"valve) IAPMO File No. 1563. Prefix: tDoes not indicate approval status. See below for approved C - clean and check strainer models. 3/4"- 1"only U - union connections (see ES-0009) O ca � NO Materials: '/4" -2" flSSE Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- Approvals mer check seats for first and second checks. Removable stain- ASSE, AWWA, CSA, IAPMO less steel relief valve seat. Stainless steel cover bolts. Approved by the Foundation for Cross-Connection Control and Standardly furnished with NPT body connections. For optional Hydraulic Research at the University of Southern California. bronze union inlet and outlet connections, specify prefix U UL Classified 3/4"-2" (1/2"-2") Series 009QT furnished with quarter turn, full port, (LF models only except 009M3LF) resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows MODELDRAIN OUTLET DIMENSIONS for 909,009 and 993 sizes A B in. Min in. mm in mm lHs. k9s. _T 909AGA Ya"-'/,"009, /z 13 2% 60 3'/8 79 0.625 0.28 '/4"0091M2/M3 909AGC %---1"009/909, 1 25 3'/4 83 4% 124 1.5 0.68 B 1"-1'/z'009M2 909AGF 1'/4"-2"009M1, 2 51 4% 111 6% 171 3.25 1.47 1'/4"-3"009/909, 2"009M2 4"-6"993 909AGK 4"-6"909, 3 76 63% 162 9% 244 6.25 2.83 8"-10"909M1 909AGM 8"-10"909 4 102 7% 187 11'/4 286 15.5 7.03 909ELA 14"-Y2"009 3/4"009M2/M3 - - - - - - - - 909ELC 3/a"-1"009/909 - - 2% 60 2% 60 0.38 0.17 • 909ELF 1Y4"-2"009M1, - - 35/e 92 3% 92 2 0.91 1'/4"-2"009/909, B 2"009M2 4"-6"993 • 909ELH 2%"-3"009/909 - - - - - - - - Vertical "Epoxy coated �� I L 1 I ' Dimensions and Weight: '/4" —2" 009 c B U i N L M ................._.................._. A ..........—..................... 0091/411 —211 SIZE DIMENSIONS "1STRAINER DIMENSIONS p 6 C D L M N is in nNn in. mm in. mm in. nlm in. mm in. mm in. mm Ibs. kgs. 'A 10 250 4% 117 3% 86 1'/4 32 51/2 140 2% 60 2'/2 64 5 2 % 10 250 45/e 117 3% 86 1'/4 32 5'/2 140 2% 60 21/2 64 5 2 /2 10 250 41/e 117 3% 86 11/4 32 51/2 140 23/4 70 21/4 57 5 2 'A 10% 273 5 127 3Y2 89 11/2 38 63/4 171 3e/6 81 23/4 70 6 3 1 141/2 368 5'/2 140 3 76 21/2 64 9'/2 241 33/4 95 3 76 12 5 11/4 17% 441 6 150 31/2 89 21/2 64 113/e 289 47/16 113 3'/2 89 15 6 11'A 171/4 454 1 6 150 3'/2 89 21/2 64 111/e 283 47/e 124 4 102 16 7 2 1 21% 543 1 73/4 197 41/2 114 31/4 83 131/2 343 515/6 151 5 127 30 13 Suffix HC—Fire Hydrant Fittings dimension 'A' =25" i I Capacity Performance as established by an independent testing laboratory.*Typical maximum system flow rate(7.5 feet/sec., 2.3 meters/sec.) kPa psi !14 0090T kPa psi 1t/a'*009M2QT 138 20 172 25 117 17 138 20 -- 96 14 103 15 - 76 1 69 10 55 8 3 35 5 5 5 pp 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm Ap 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 3/"0090T kPa psi 1'*"009M2QT 138 20 207 30 117 17 172 25 96 14 138 20 76 11 103 15 55 8 69 10 35 5 35 5 ap 0 .25 50 .75 1 1.25 1.50 2.5 3.1 gpm 0 0 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm pp 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi '/"0090T psi *"009M2QT 172 25 207 30 172 25 138 20 138 20 103 15 103 15 69 10 69 10 3 35 5 5 5 AP 0 1 2.5 5 7.5 10 12.5 15 gpm 0 0 0 20 40 60 80 100 120 140 160 180 200 gpm 0 3.8 9.5 19 28.5 38 47.5 57 Ipm AP 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 15 fps 5 7.5 10 15 fps 1.5 2.3 4.6 mps 1.5 2.3 3.0 4.6 mps kPa psi * 3/a"009M3QT 207 30 165 24 --- 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 0 7.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi * 1"009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 �P 0 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps L ® ��' • 001-2008 IWWA� CERTIF ED A Watts Water Technologies Company USA:Tel:(978)688-1811 -Fax:(978)794-1848-www.watts.coin Canada:Tel:(905)332-4090-Fax:(905)332-7068-www.watts.ca ES-009 1318 ©2013 Watts r: I FS-730 12" Square x 6" Deep XNWATTSTag: Sanitary Floor Sink SPECIFICATION: Watts Drainage FS-730 12"(305) square x 6"(152) deep sanitary floor sink with white porcelain enamel coated interior, loose set porcelain enamel coated cast iron grate, aluminum dome bottom strainer, and no hub (standard) outlet. 14-7/16" (367) SQ Pipe Sizing(Select One) Su ' 1 2" (305) SQ 2 2'(51)Pipe Size 3 3"(76)Pipe Size ❑ )+--- 9" (229) SQ � 4 4"(102)Pipe Size El Outlet Type(Select One) Suffix cn fion 2-1/4" (57) I NH No Hub(W) Cl ITP Push On ID6-1/4" t (159)* I Options.(Select One or More) Suffix Description 8 3/Bn -F Flange with Weepholes ❑ (213)* -FC Flange w/Weepholes& ❑ I Flashing Clamp -F OPTIONAL -1 Nickel Bronze Top ❑ FLANGE W/WEEPHOLES t -3 Stainless Steel Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof(-1,-3 Only) ❑ I -7 Trap Primer Tapping ❑ -9 Hinged Grate(-1 Only) ❑ L PIPE SIZE -21 Secondary Strainer ❑ -33 Less Grate ❑ -128 Grate with 2-1/2"(64) ❑ Center Opening `Add 5/8"(16)For-1 Nickel Bronze Top or-3 Stainless Steel Top -150 1/2 Grate ❑ -175 3/4 Grate ❑ -F4-1 4"Round Nickel Bronze Funnel ❑ -F6-1 6"Round Nickel Bronze Funnel ❑ -G-1 4x9"Oval Nickel Bronze Funnel❑ Free Area Freo Area -us Buy American Compliant ❑ (Available with-1 Only) 31 47 w/-1 or-3 Top Assy. Received The information contained herein Is not intended to replace the full product instal- laticxr and safety Information available or the experience of a trained product n � installer.You are required to thoroughly read all installation instructions and prod- I uct safety information before beginning the installation of this product, Job Name Contractor Job Location Contractor's P.O. No. Engineer Representative Watts product specifications in U.S.customary units and metric are approximate and are provided for reference only.For ANWAM 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. USA: Tel:(800)338-2581 •Fax:(828)248-3929•Watts.corn A Watts Water Technologies Company Canada: Tel:(905)332-4090•Fax:(905)332-7068•Watts.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •Watts.com ES-WD-FS-730-USA 1623 ©2016 Watts i,� 4 •� ('�r A; i a ,�a i �. � 1 1 41C r C) 0-0 LA j -�6 V �l l CL. i}O Z a �°°U I a � I�N W Q O Z �, p �a 3 i C7 V w z =�o L � � uw� L.l._ N m 00 �A �_ a _ l :� 'i 1 ;j _. ,;,. �, A � PIPING SYMBOLS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) PLUMBING ABBREVIATIONS (USED ON APPLY ONLY WHEN DRAWINGS) GENERAL DEMOLITION NOTES GENERAL NOTES PIPING BRANCH ABV ABOVE LAV LAVATORY 1. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR BUILDINGS BEING 1- DRAWINGS ARE DIAGRAMMATIC,SHOWING THE GENERAL LOCATION,TYPE, LAYOUT, AC AIR CONDITIONING LES POUNDS MODERNIZED IN THIS PHASE AND FOR DEMOLITION AREAS AND EXISTING WALLS. FIXTURES,AND EQUIPMENT REQUIRED.THE DRAWINGS SHALL NOT BE SCALED FOR PIPE DROP AFT ABOVE FINISHED FLOOR LF LINEAR FEET THE SCOPE OF THE DEMOLITION WORK SHALL INCLUDE ALL LABOR, MATERIALS, EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS.REFER \ AP ACCESS PANEL SERVICES AND EQUIPMENT REQUIRED FOR THE REMOVAL OF EXISTING PLUMBING TO MANUFACTURER'S INSTALLATION INSTRUCTION FOR CONNECTIONS AND INSTALLATION -Q PIPE RISE ARCH ARCHITECTURAL MAX MAXIMUM EQUIPMENT AND SYSTEMS.VERIFY ALL SPECIFIC DEMOLITION WORK PRIOR TO REQUIREMENTS. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL BEL BELOW MOH THOUSAND BTU PER HOUR COMMENCING. RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND 1 BRANCH-TOP CONNECTION MH MANHOLE 2. REMOVE ALL PIPING,ACCESSORIES, FIXTURES, PLUMBING SYSTEM INSULATION LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. C}- BFP BACK FLOW PREVENTOR MIN MINIMUM AND SUPPORTS,CONTROL DEVICES,PLUMBING EQUIPMENT AND SPECIALTIES. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS BV BALANCING VALVE MPG MEDIUM PRESSURE GAS(BRANCH - BOTTOM CONNECTION BWV BACKWATER VALVE 3. PERFORM CUTTING AND PATCHING OF THE CONSTRUCTION WORK WHICH MAY BE APPROVED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION.PURCHASE ALL MS MOP SINK REQUIRED FOR THE PROPER INSTALLATION OF PLUMBING WORK OR REMOVAL OF PERMITS ASSOCIATED WITH THE WORK.OBTAIN ALL INSPECTIONS REQUIRED BY CODE R PIPE SLOPE UP CD CONDENSATE EXISTING PLUMBING EQUIPMENT AND SYSTEMS. PATCHING SHALL BE OF THE 3, CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS NIC NOT CFH CUBIC FEET PER HOUR SAME MATERIALS,WORKMANSHIP AND FINISH AS AND ACCURATELY MATCH AND SPECIFICATIONS AS THEY RELATE TO THIS WORK.NO ADDITIONAL COMPENSATION R L•+ PIPE SLOPE DOWN CFM CUBIC FEET PER MINUTE NO NUMBIN CONTRACT ER SURROUNDING WORK TO THE SATISFACTION OF THE ARCHITECT. SHALL BE ALLOWED DUE TO LICK OF THIS KNOWLEDGE CI CAST IRON NPSH NET POSITIVE SUCTION HEAD 4, ALL REMOVED MATERIALS AND EQUIPMENT WHICH, IN THE OPINION OF THE 4. FOR BUILDING LOCATIONS, FINISH FLOOR,AND GRADE ELEVATIONS,SEE ►F 2% MINIMUM SLOPE DOWN TO DIRECTION OF FLOW CLG CEILING NITS NOT TO SCALE ARCHITECT,ARE SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER. ARCHITECTURAL AND CIVIL DRAWINGS CO CLEANOUT OD OVERFLOW DRAIN DEUVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS 5. FOR PIPING RUNNING THROUGH AND PARALLEL TO FOOTING,SEE STRUCTURAL FLOW IN DIRECTION OF ARROW CONC CONCRETE OPWf OPERATING WEIGHT DIRECTED,AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DRAWINGS. CONN CONNECT OR CONNECTION WHERE MATERIALS AND EQUIPMENT HAVE BEEN REMOVED AND NOT REPLACED 6. FOR EXACT LOCATION OF ROOF DRAINS, SEE ARCHITECTURAL DRAWINGS. UNION CENT CONTINUE OR CONTINUATION PG PRESSURE GAUGE THE EXPOSED SURFACE BEHIND MATERIAL OR EQUIPMENT SHALL BE PAINTED TO T EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE COTG CLEANOUT TO GRADE POD POINT OF CONNECTION MATCH SURROUNDING SURFACES.DO NOT REUSE MATERIALS AND EQUIPMENT, OBTAINED FROM THE ARCHITECTURAL DRAWINGS. ------ CONCENTRIC REDUCER CW COLD WATER POR POINT OF REMOVAL UNLESS SPECIFICALLY SPECIFIED ON PLANS.REMOVE FROM PREMISES AND B. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS AND MOUNTING DISPOSE OF ALL MATERIALS CONSIDERED BY OWNER ARCHITECT TO BE SCRAP. HEIGHTS, INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW ACCESSIBLE CD OF DRINKING FOUNTAIN PSI PRESSURE REDUCING VALVE / I ECCENTRIC REDUCER, FLAT TOP 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND BECOME LAVATORIES AND SINKS WITH PRE-FORMED INSULTED FITTING COVERS AND OFFSET A ONDIA DIAMETER PSI POUNDS PER SQUARE INCH THOROUGHLY FAMILIAR WITH ALL FEATURES OF THE BUILDING AND SITE,WHICH P-TRAP AGAINST WALL FLUSH VALVES SHALL BE TOWARD THE WIDE SIDE OF STALL 1_ ON DOWN PT PLUGGED TEE T PLUGGED TEE MAY AFFECT THE PROPER PERFORMANCE OF THIS WORK. 9. BEFORE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY THE EXACT DR DRAIN PTRV VALVE RE/TEMPERATURE BELIE � (•/� 6. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING TO AVOID EXISTING LOCATIONS, ELEVATIONS/WTI CHARACTERISTICS OF ALL UTILITIES AND PIPING,PRIOR �/•� (� CIS DOWNSPOUT VALVE y FLANGED CONNECTION PW PLUGGED WYE UNDERGROUND UTILITIES,AND TO PREVENT HAZARD TO PERSONNEL AND/OR 70 START OF ANY TRENCHING,AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF U- yL L('� N (E) EXISTING DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES.THESE ANY DISCREPANCIES * IN C END CAP,SCREWED OR WELDED EL ELEVATION RD ROOF DRAIN DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR 10.ALL HOSE BIBBS SHALL BE INSTALLED 18"ABOVE FINISH FLOOR OR GRADE,UNLESS r, �L 00 (EXPANSION LOOP ELEC ELECTRICAL RP REDUCED PRESSURE CONSTRUCTION SAFETY,WHICH IS THE RESPONSIBILITY OF THE CONTRACTOR. OTHERWISE NOTED. V 11 ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS OTHERWISE a O O Q 'F DEGREE FAHRENHEIT S SINK NOTED. FC FLEXIBLE CONNECTION SO STORM DRAIN PIPE SLEEVE,ALIGNMENT GUIDE 12 INSTALL FROM MINIMUM O 12"FROM ANY VERTICAL SURFACE,MINIMUM IN 10 FIT FCO FLOOR CLEANOUT SEC SHUT OFF COCK SELECTIVE DEMOLITION NOTES AWAY FROM OR 3 FT ABOVE FROM ANY FRESH AIR INTAKE,OPERABLE WINDOWS, `V FD FLOOR DRAIN SOV SHUT OFF VALVE - 4_A - - PIPE ANCHOR DOORS. Q FLR FLOOR SOFT SQUARE FEET 1. COORDINATE SEQUENCING AND OWNER OCCUPANCY.COORDINATE THE SHUT-OFF Y. 13 PROVIDE WEATHER PROOFING FOR PLUMBING WORK EXPOSED TO WEATHER. FPM FEET PER MINUTE SS SERVICE SINK DISCONNECTION OF UTILITY SERVICES WITH THE OWNER AND THE UTILITY COMPANY. W co cc BALL VALVE PERFORM DEMOUTION IN PHASES AS INDICATED. 14 FORSE DRAWINGS CONSTRUCTIONNSAFETY SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS cm FPS FEET PER SECOND ST STORAGE TANK FS FLOOR SINK STIR STRAINER 2. EXAMINE AREAS WHERE SELECTIVE DEMOLITION IS TO OCCUR.DETERMINE EXTENT OF BUTTERFLY VALVE FI FEET 15.THIS CONTRACT DOES NOT ANTICIPATE THE HANDLING OF ASBESTOS OR ANY /1 (� C_ WORK AND AFFECT ON EXISTING CONDITIONS LT REMAIN.ADVISE ARCHITECT OF ANY HAZARDOUS WASTE MATERIAL IF ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS V r FU FIXTURE UNITS TDH TOTAL DYNAMIC HEAD CONDITIONS THAT MIGHT CREATE EXTENSIVE ALTERATIONS BEYOND INDICATED SCOPE. Z "� M GATE VALVE ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. DO NOT DISTURB,HANDLE OR r� G GAS TEMP TEMPERATURE 3. PROTECT ADJACENT MATERIALS INDICATED To REMAIN.INSTALL AND MAINTAIN DUST AND ATTEMPT TO REMOVE. --DBI GLOBE VALVE CA GAUGE TH THERMOMETER IN BARRIERS TO KEEP DIRT,DUST,AND NOISE FROM BEING TRANSMITTED TO 16.PROVIDE ACCESS DOORS AND/OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO N TP TRAP PRIMER ADJACENT AREAS.REMOVE PROTECTION AND BARRIERS AFTER DEMOUTION OPERATIONS GAL GALLON PROVIDE ACCESSIBILITY FOR SERVICE/MAINTENANCE OF VALVES,PLUMBING I_ fC I NP TYPICAL ARE COMPLETE. V, CHECK VALVE GA GALVANIZED EQUIPMENT AND DEVICES.ALL ACCESS DOORS AND PANEL LOCATIONS PRIOR SIZES 4. LOCATE,IDENTIFY,AND PROTECT PLUMBING SERVICES PASSING THROUGH DEMOLITION GC GAS COCK SHALL BE PROVIDED BY CONTRACTOR AND SUBMITTED TO ARCHITECT PRIOR TO U URINAL AREA AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS.MAINTAIN INTERRUPTED SERVICES PRESSURE REDUCING VALVE GPH GALLONS PER HOUR INSTALLATION. UN UNION TO AREAS OUTSIDE DEMOLITION LIMITS.WHEN SERVICES MUST BE INTERRUPTED,INSTALL GPM GALLONS PER MINUTE 17,ALL NOTES ON THIS SHEET RETRAIN PART OF THE CONTRACT DOCUMENTS. $ UTR UP THRU ROOF TEMPORARY SERVICES FOR AFFECTED AREAS.PROVIDE MINIMUM OF 72-HOUR NOTICE RELIEF VALVE GPR GAS PRESSURE REGULATOR 1B,TAKE ALL PRECAUTIONS NECESSARY 70 PROTECT THE MATERIALS BEFORE,DURING TO OWNER PRIOR TO INTERRUPTION. GR GRADE VB VACUUM BREAKER AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE,IMMEDIATELY REPAIR ALL (MOTORIZED CONTROL VALVE VBF VENT BELOW FLOOR 5. DEMOLISH,REMOVE,DEMOUNT,AND DISCONNECT ABANDONED PLUMBING MATERIALS AND DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO c ARCHITECT/ENGINEER OF RECORD HE HOSE BIBS EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED.REMOVE ADDITIONAL COST. n J1 VTR VENT THRU ROOF sg ,w HP HORSEPOWER FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT 'Y STRAINER 19.PLUMBING EQUIPMENT SHALL BE CERTIFIED BY MANUFACTURER TO COMPLY WITH ALL HW HOT WATER / INDICATED TO BE SALVAGED. W WITH O APPLICABLE REQUIREMENTS OF FEDERAL STATE,AND LOCAL ENERGY EFFICIENCY ��' W o PLUG WYE ID INSIDE DIAMETER WE WATER HEATER 6. REMOVE,DEMOUNT,AND DISCONNECT EXISTING PLUMBING MATERIALS AND EQUIPMENT O$ � O $ I� INDICATED TO BE REMOVED AND SALVAGED,AND DELIVER MATERW.S AND EQUIPMENT TO STANDARDS- Ss N IE INVERT ELEVATION WHA WATER HAMMER ARRESTER 20.CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING . _a urn W 0 WITHOUT THE LOCATION DESIGNATED FOR STORAGE. ,AUTOMATIC AIR VENT ID INDIRECT WASTE / SHALL BE MADE WITH TWO(2) DIELECTRIC UNIONS SEPARATED BY A 12"SECTION OF "E m y WCO WALL CLEANOUT 7. DEMOUSH,REMOVE,DEMOUNT,AND DISCONNECT,FIXTURES, INACTIVE AND OBSOLETE PIPING, RED BRASS PIPE. ' t o ..r .�� KW KILOWATT WC WATER CLOSET FITTINGS AND SPECIALTIES,EQUIPMENT,CONTROLS,FIXTURES,AND INSULATION-PIPING u _ �)V-I GAS COCK 21.PIPING IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES EMBEDDED IN FLOORS,WALLS,AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT 22 PATCH AND REPAIR AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY PLUMBING m YB YARDBOX INTERFERE WITH NEW INSTALLATIONS REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. WORK W NGS. MANUAL AIR VENT „o- . t m DRAIN AND CAP PIPING ALLOWED TO REMAIN. 23.CONNECTIONS TO EXISTING SERVICES SHALL BE MADE WITH MINIMUM INTERRUPTION 0 3 nt T-DO VALVE IN RISER TIME. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE FOR SUCH 1R 9 Q PLUMBING LINES (APPLY ONLY WHEN USED ON DRAWINGS) INTERRUPTION AND OBTAIN APPROVAL FOR INTERRUPTION SCHEDULE PN y PRESSURE GAGE WITH COCK STRUCTURAL AND SEISMIC RESTRAINT 24.DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN -2'DCW--- DOMESTIC COLD WATER ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS.THE RECORD WATER HAMMER ARRESTER 1. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL DRAWING SHALL SHOW CHANGES IN MANUFACTURER AND MODEL.MATERIALS,SIZES, o BE CUT,NEITHER DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN LOCATIONS AND HOOK-UP POINTS.AS-BUILTS SHALL BE GIVEN TO THE OWNER AT SEAL TRAP PRIMER ----1"DHW---- (DOMESTIC HOT WATER AUTHORIZATION FROM THE STRUCTURAL ENGINEER. COMPLETION OF JOB. VIE Z. ALL WELDING SHALL BE SPECIALLY INSPECTED BY AN AWS-CWI QUALIFIED 25.INSTALL PLUMBING 1"DHC (DOMESTIC HOT WATER CIRCULATION/RETURN LL INTERFERENCE WITH ELECTRICAL AND MECHANICAL NG WORK TO AVOID INTERFE o C O AQUASTA7 INSPECTOR APPROVED BY AHJ. EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN PIPING PERMITTED OVER �o•' o!ti 3. ALL BRACING OF PIPING SHALL BE INSTALLED IN ACCORDANCE WITH LATEST OR UNDER ELECTRICAL PANELS. E C 4"G NATURAL GAS A,{� (GAS PRESSURE REGULATOR EDITION OF SMACNA SEISMIC RESTRAINT MANUAL. 26.CONDENSATE DRAIN PIPING SHALL BE TYPE'M'COPPER.INSULATE CONDENSATE ¢ o 4 WHERE BRACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE PIPING WITHIN BUILDING TO PREVENT CONDENSATION.3 4'MICRO TYP. 2"MPG NATURAL GAS- MEDIUM PRESSURE / FLOOR CLEANOUT SMACNA SEISMIC MANUAL,THE INSTALLATION SHALL BE ANCHORED OR BRACED 27.CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE, CONTRACTOR SHALL g$$ p4 o s o u 4"S SANITARY DRAIN TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE COORDINATE CLEANOUT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. y p4 --- CLEANOUT IN TRAFFIC RATED YARD BOX 2015 IBC. 28.VALVES,UNIONS, ETC.TO BE SAME SIZE AS PIPE UNLESS OTHERWISE NOTED. & 29.UNIONS SHALL BE PROVIDED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO §y 1 -----4"V------ SANITARY VENT 1 1 WALL CLEANOUT EQUIPMENT CONNECTIONS. u -----4"GIN------ MWASE WASTE BMW 30.PLUMBING CONNECTION TO EQUIPMENT PROVIDED BY OTHER TRADES SHALL BE 5 HOSE BIBB WITH VACUUM BREAKER SCOPE OF WORK COORDINATED BEFORE FABRICATION OR INSTALLATION.EXACT ROUGH-IN LOCATIONS 8 ISSUE DATE DESCRIPTION 2"CD CONDENSATE DRAIN 1. EXISTING: AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. W-12-2DUF FIRST SUBMITTAL POINT OF CONNECTION/REMOVAL • FLOOR SINKS TO BE REMOVED. 31.ALL WASTE AND VENT PIPING SHALL SLOPE AT 2X;MIN.UNLESS OTHERWISE NOTED. g 2"D INDIRECT DRAIN LAVATORY TO BE REPLACED AND RELOCATED. 32.VALVES,TRAP PRIMER,WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN • FILTERED WATER TO BE RELOCATED AND RECONNECTED TO NEW EQUIPMENT. WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN 4-NPW NON PORTABLE WATER 2. CONTRACTOR SHALL PROVIDE: ACCESS PANEL gg • NEW FLOOR SINKS AND ACCESSORIES. 33.LAVATORIES SHALL BE EQUIPPED WITH PRESSURE COMPENSATING FLAW CONTROL n4 4'SD STORM DRAIN NEW LAVATORY AND ACCESSORIES. DEVICES RESTRICTING WATER FLOW TO 0.5 GPM. FAUCET TEMPERATURE SHALL BE • NEW FILTERED WATER CONNECTION TO EQUIPMENT. LIMITED TO NO MORE THAN IOSF. 4"OD STORM OVERFLOW 34.BEFORE ANY USE OF WATER SYSTEM IS MADE FOR DOMESTIC PURPOSES, IT SHALL BE STERILIZED BY SLOWLY FILLING THE SYSTEM WITH A WATER-CHLORINE SOLUTION fi 9ee CONTAINING AT LEAST FIFTY(50)PPM OF CHLORINE,AND THE SYSTEM OR PART J'-5 CITYOF THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR TWENTY FOUR(24) cf PROJECT INFORMATION BLOCK 1 ju-' a /{T TTT��ON HOURS;OR,THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A }g DATE, oUI*Z 3 ilL4Lllr i WATER-CHLORINE SOLUTION CONTAINING AT LEASE TWO HUNDRED(200)PPM OF 5 AWNAY� Cm BUILDING DEPARTMENT CHLORINE AND ALLOWED TO STAND FOR THREE(3)HOURS.FOLLOWING THE ALLOWED E-SCALE -NOTm THE CSTANDING TIME.HLORINE RESIDVATHE�LTIN THE WATER COMING FROMBE FLUSH WITH LLTHE SYSTEM DOES NOT UNTILAN POTABLE WATER s GNKKEO BY: JONA7IU@5 APPROVED EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER.THIS PROCEDURE OF E; FLUSHING THE SYSTEM SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL a o MODEL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSIST IN THE DA Z 4` M DV O 35.SCHEDULE TESTING WITH THE OWNER LANDLORD'S FIELD REPRESENTATIVE. PROVIDE A44 S= COPY OF THE APPROVED TEST REPORT TO THE OWNER/LANDLORD. E SHEET TrttE 36.THE FORCE REQUIRED TO ACTIVE FIXTURE CONTROLS(LE FLUSH VALVES FAUCET NO CHANGES AUTHORIZED etc.)SHALL BE NO GREATER THAN S B. 37.UPON COMPLETION OF JOB,INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING PISPLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS,SDLL.MARKINGS, j t RA GENEL NOTES& Y THE AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW. h B LEGENDS UNLESS APPROVED, BUILDING INSPIV@d Ea NUMBER I/ $/�� SHEEP NU ICE COPY 5 P001 1 LINGTON# 470 _ EQUIPMENT PLUMBING ELECTRICAL CORE UP DIM.NOMINAL WATE IN. W TE IN. G N AREA NO DESCRIPTION W X D X H IN. E M F MODEL N . HOT C LD DIRECT' IND. ONNE M TPS PH 6VATTE NP7 UT REMARKS GILARCO VEEDER ROOT PASSPORT -POM OF SALES 15x 11 x 14 2 POS 115 SIED DATA}OWTILTS BELOW QC.ARETJE_R1SM'KffAI.91ASI� DR FLEX FRAM H T W102.2 CIGARETTERACK-M AL BLACK 36 x 17 X ab 2 HARBOR FLEX fPkMf STD HEIGHT r•I _ 14?-3. G RETIE RACK-M�fA4 BLACK —4�. 1.7 X�i I�1Ai3$QA FI,E.K FRAMED HE T y — ,. 4u 403-1 SAFE _ _ TInE1 _PROVIDE DATA CONNECTION 103.2 SAFLCONNECT] 104 PHONE Y WNER need info) DATA+OUT T O NIGHT TRANSACTION DRAWER O (h LV ENTERCo. 4 x .7 I V OS 625 106 IN COUNTER TER LCITTO 24" 1 BY STATE U.) � N cc ZQL_ gMINI.44 COFFEE BREWER 19 K.;Q _] RTIS G4GEMTIFl0A1 W-q_ 7 i.4A"._ — (V f 2w,1 0 SATEL_LITE 12 x 14 f E Ili GI[E - 1 ) co Z R <.J u 3(13•NJ BREWER.R$LT-MY 18.2° 1 CURTIS <^ w 0 0 a W I..L �� (g I TRAYS 4 T M it Q~ T CAPPUCCINO SYSTEM 6 HEAD �X 24 x 35 = 2Q3 _ 4- O W 2 4 ICED FF 1 x x INTERNATIONAL DELIGHT 225 - Cm m T A _ s-isp V lye 7 1 TTC-H]LLEDS24IRY -�a�12 x 9 SI$SHOT AC _0 0. z M Q (4T - 12 TpW_E$]CED GOFFEE GUPS ,_ 4 x 7 INTERNATIONAL DELIGHT (D C'V W v' t9 w 302 A6.1 ICE MAKER TOP LOAD _ 22 x x 9 RNCLIUS NORD]C 53D GUBER F SNK 208-23 MO WWIN O 303 DD 4 BARRE VIPER PUB _ 29 x 3-4x 4 1 CORNELIUS 621460042 Z U. .04 U _FREAL-BLENDING-RAR — 46 x 31 x S 'REAL BIFNDIN_G GAR 1 4 FLR SNK" _ 120 6S 5-15P CIRCUITS 10 W 305 A2 DOUBLE DISPENSER ICED 7EA NIT 15 x 12 x 24 1 REVOLUTION TFA-IN 501001 MP ARCHITECT/ENGINEER OF RECORD fp V O n6 E DRINKDISPENSER HEAD fl 3 x4 55 106 L ♦w LLJO Y� 22 H2 2 4"HEATED MERCHANDISER x O 00282- 4-SR-1 _ 120 6 y t m fn 4 A4 D BLE EN ER HI H E x 17 x H7 E u ° ~ 40 HOT DOG ROLLER GRILL 3S x 19 x 12 W WY TT XPER HRS- D g m m"' Z 4-- T-5 - ! - o W 405.2 P THQQU APW IVY TT CCE_ RY W °a f 4 5 3 L GRILL DIVIDERS APW WY TT ACCESSORY fY o s C s v ly z o Z 4 N HEATED N DRAWERW x x APW WY TT SC-50 u 407 CHILLED 4 COMPARTMENT CENTER 17x 26 x 12 1 APW WYOTT RTR-4 120 — -- 360 t SEAL O Z Q LACK _ CUP_ ID N 2 D1SPEN" T - 1 .* c 4 7 P ayyy� Ho .a.tio N STLEL FOUNTAIN CUP HOLDER L 13 x 23 x U_ 1 w5p-ENSE RITE 4 16 x 12 x 24+ T iFl o Ov 41LID AND STRAW 6.5 x 16 x GS AND PRO 7 ¢ + 411 1 A I MICROWAVE OVEN 22 x 19 x 14 A AMANA 1QQSE 412 NDE�UNTER A A REFRIG 37 x 31 x 30 1 TR E TR ADA 115 So__ 6 - N PROFILE J3.1 7/8"HIGH) E TY W fA-12- SMART CONTROLLER ISSUE DATE DESCRIPTION C - 2017 FIRST SUBMITTAL 5U1.2 ANTHONY CONTROLLER 1 N ANTHONY HT i Iti 502 IMPERIAL WALK-IN COOLER CUSTOM COMPRESSORLL i 6 VAP T H*1 FL_R NK _ _ "- 1EVAPORATOR 42smx E 4 �60 Tr MACHINL 16 x 23 X 57 SEIFNCtEyA G:2SQ.Q _ 4� QYJDEQAT,A.. W PROJECT INFORMATION BLOCK G 5DD�p� A �tGNCWPrsERSHLY]CLG� — — 9�9x x»e orn»sal m 605.1 MERCHANDISER ISLAND SELF-CONTAINED, 74 x 50 x 50 1 HUSSMAN TY3-4X6I-S 5�DATE: AS -40 BI Q 608 10E MAKER CUBE _ 3Q.x 24- §8 1 CO_R_NFLIU$ 3 C 3 'FLR SNK 19.1 _ E DRAW AS-NOtaI fA 608 ICE BIN STORAGE 30 x 24.68 1 m DRAWN SY: tl6 cHFC"ITT' JONATHA41m1 U. 701.1 2-QQMPARTMENT SINK SMALL 58 x 20 x 37 'EXISTING g O 7 2 4 4 N $ MODEL 7 K- PA SAVER W FAUCET EXISTING _� Wj._SDAPlfOWEL DISPENSER $E U �yyy,- 708 WATER FILTER 1 PENTAIR EVERPURE FV9328-74 V4 _ SHEEN TITLE m O 709 CO2 TANKSY OTHE IS { G= 7 REFRI A TOR_Q{ $T NAl QWN_ - Li t8s PLUMBING n 712 H T WATER HEATER EXISTING E 1 RHEEM ELECTRIC > EQUIPMENT SCHEDULE S S SHEET NUMBER sa P002 PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT DESCRIPDON/ACCESSORIES MANUFACTURER/ CW HW VENT WASTE NOTES MODEL 1 PLI� 1. CFNFRQI. PROVIDE 1 1/4"X 1 1/2" AMERICAN LAVATORY TRAP;WALL-HUNG SINK w/ STANDARD __ __ 1-1/2' 1-1/2" 1.3.6 1.1. ALL PLUMBING WORK INCLUDING INSTALLATION, EQUIPMENT, FIXTURES AND OVERFLOW;WHIT:;ADA 0321.026LAV-1 COMPLIANT PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND ADOPTED ORDNANCES,AND REGULATIONS SET FORTH BY THE AHJ (AUTHORITY SINGLE HANDLE MIXING FAUCET AMERICAN HAVING JURISDICTION). FAUCET w/MAX.FLOW RATE OF 0.5 STANDARD 1/2_ 1/2_ -- — 1.2.5 1.2. ROUTING OF ALL SANITARY PLUMBING, DOMESTIC WATER PIPING AND GAS PIPING GPM;ADA COMPLIANT 1480.150 SANI-FLOOR RECEPTOR;CAST AS SHOWN ON THE PLANS IS SHOWN WITH THE INTENTION OF THE APPROXIMATE LOCATION OF EXISTING CONDITIONS,AND NEW ITEMS,MS. PLUMBING MBING FS-1 FLOOR SINK IRON BODY W/6"SUMP ZURN __ __ 2• 0'-3' 6 CONTRACTORS SHALL VISIT THE JOB SITE CONDITIONS PRIOR TO SUBMITTING DEPTH;BOTTOMOM DOME STRAINER; Z-1910-2 BIDS OR STARTING WORK.THIS CONTRACTOR SHALL COORDINATE THE HALF GRAZE INSTALLATION OF HIS WORK WITH THE WORK OF ALL OTHER TRADES TO AVOID FLOOR ADJUSTABLE COATED CAST IRON ZURN INTERFERENCE, CONTRACTORS MAY DEVIATE FROM THE LOCATION OF PIPING FCO CLEANOUT W/ABS TAPERED -- -- 3 4 -- 1 SHOWN IF INSTALLATION COMPLIES WITH LOCAL CODES AND INDUSTRY CLEANOUT THREADED PLUG ZN-1400-VP PRACTICES,AND IF THE AHJ AND OWNERS REPRESENTATIVE APPROVE. ITEMS [T01', NOT SHOWN ON THE PLANS OR SHOWN IN CONFLICT WITH ANY CODE, WCO WALL CLEANOl1T GAS AND WATER TIGHT DURA COATED,CAST IRON B0 ZURN Z1441-VP — -- -- 3" 1 REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF PLUG,BRONZE ACCESS COVER. ABS THE ENGINEER IMMEDIATELY.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL WORK IN ACCORDANCE WITH LOCAL CODES. NOTES 1.3. PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK PLUMBING FIXTURE AND ASSOCIATED EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR. INCLUDED UNDER THIS PROJECT,THE CONTRACTOR SHALL VISIT THE JOB SITE 1 SUBSTITUTIONS OF AN APPROVED EQUAL IS ALLOWED UPON APPROVAL OF UNITED PACIFIC. TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK,AND UPON 2 INSTALL SHUT-OFF(ISOLATION)VALVES IN ACCESSIBLE LOCATION FOR HW k CW LINES. O FINAL EXAMINATIONS OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE F� THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND INSULATE WATER SUPPLY AND WASTE PIPING UNDER HANDICAPPED LAVATORIES WITH "HANDI LAV'GUARD 1_ PROJECT CONDITIONS.CLAMS OF ADDITIONAL WORK OR ADD-ONS DUE TO 3 JACKET BY TRUEBRO OR APPROVED EQUAL, NON-VERIFICATIONS OF EXISTING CONDITIONS WILL NOT BE CONSIDERED BY THE 4 INSTALL WATTS)LMMv-MI MIXING VALVE. /� ((O M OWNER.ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO 1 L V/ � N PERFORMANCE OR SUCH WORK WILL BE CHARGED TO THE CONTRACTOR,AND IF 5 PROVIDE 1/2" 110'WATER. LL y; N NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. 6 FIXTURE PROVIDED WITH SELF CONTAINED TRAP, \ T �7• 0) � 2. UAMRMI c; `J c y, 2.1, DOMESTIC WATER PIPING: O_ NN0 I..L WATER PIPING SHALL BE TYPE-L COPPER WITH WROUGHT FITTINGS,LEAD-FREE /R Of SOLDER OR SILVER SOLDER SHALL BE USED AT ALL POINTS OF CONNECTION. \V HANGERS SHALL BE EQUAL TO CLEVIS TYPE HANGERS AND SHALL BE USED ON A PIPING AT INTERVALS AS REQUIRED BY CODE.THE CONTRACTOR SHALL 0 ALLOW ADDITIONAL CLEARANCE FOR EXPANSION AND CONTRACTION FORui INSULATED AND NON-INSULATED PIPING.AT THE CONTRACTOR'S OPTION CROSS ^' V) LINKED POLYETHYLENE(PER) PIPING MAY BE UTILIZED WHERE ALLOWED BY Y/ AUTHORITY HAVING JURISDICTION. U (M 2.2. DRAIN,WASTE,AND WENT PIPING: DRAIN,WASTE,AND VENT PIPING SHALL BE SCHEDULE 40 PVC OR SERVICE N WEIGHT CAST IRON,AS REQUIRED BY CODE. PVC SHALL NOT BE USED IN RETURN AIR PLENUMS WEHRE PROHIBITED BY CODE,WHERE FLOOR OR HUB '^ DRAINS ARE SHOWN AS CAST IRON,THE CONTRACTOR SHALL PROVIDED A vJ SUITABLE COUPLING WHICH IS APPROVED BY CODE. CONDENSATE DRAIN LINES SHALL BE COPPER. k. 3. VALVES: 8 SHUT OFF VALVES SHALL BE EITHER GATE-TYPE OR BALL VALVES BY"CRANE', ARCHRECT7 ENGINEER OF RECORD 'STOCKHAM'OR 'P DRAIN PIPE SHALL BE CUT AT AN OWELL'MIXING VALVES SHALL BE BY"LAWLLR"OR APPROVED RAISE RIM OF FLo0R5INN ANGLE AS SHOWN TYPICAL EQUAL. BACKWATER VALVES SHALL BE BY'ZURN'OR APPROVED EQUAL. ABOVE TILE PER LOCAL INDIRECT DRAIN FROM EQUIPMENT �p N CODE REQUIREMENTS.G.0 S W 0 4. PL NtlMNI:COE AI TIES• TO CHECK LOCAL CODE PIPE SUPPORT 1/1• $ II• O n 2 E REOUIREMENTS. ZF FINISHED TILE FLOOR 01 a o 4 4.1. AIR CHAMBERS: SHALL BE CONSTRUCTED OF TYPE-L COPPER,AIR CHAMBERS 9 -6 SHALL BE ONE SIZE LARGER THAN THE SUPPLY PIPING,AND SHALL BE 18 WATTS MIXINGS INSTALL MIXING VALVE tz' E -aa`o VALVE MODEL• ` ABOVE LAY-IN CEILING U . INCHES LONG, PROPERLY CAPPED AND SUPPORTED.FACTORY MANUFACTURED SETUSG_B0 'w zi i�e ITEMS CAN BE SUBSTITUTED AT THE CONTRACTORS OPTION BY'NIBCO', 'WADE" SET O ttaT YI o OR EQUAL. AIM CAP LAY-IN CEILING 12 .c As c 4.2. CLEAN OUTS: WALL CLEANOUTS SHALL HAVE STAINLESS STEEL COVERS AS • • €� •;nr MANUFACTURED BY"WADE"OR APPROVED EQUAL, FLOOR CLEAN OUTS SHALL IEi HAVE SATIN FINISH NICKEL TOP, IN FINISHED AREAS,AND SATIN BRONZE CAP ••� • • • • • • • C W.SUPPLY IN AREAS WHICH ARE NOT FINISHED.CLEANOUTS SHALL BE MANUFACTURED BY 'WADE"OR APPROVED EQUAL. L ca 4.3. FIXTURES: PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THESE PLANS OR ON THE ARCHITECTURAL PLANS.ALL FIXTURES SHALL MEET ADA REQUIREMENT — — — NAND SRF[ SEAL WHERE APPLICABLE, FIXTURES SHALL BE OF THE HIGHEST QUALITY BY PER P22 KEY NOTE►5 "AMERICAN STANDARD', "KOHLLR'OR APPROVED EQUAL _ _ I I _ , �[ IXTm SEIKD. HAND SINK ••T Oh 4.4. WATER HEATERS: IF NEW WATER HEATER(S)ARE TO BE INSTALLED THEY SHALL _ I _ BE AS SPECIFIED ON THE PLANS,AND SHALL BE OF COMMERCIAL GRACE,AND — — o AGA APPROVED IF GAS FIRED AND UL APPROVED IF ELECTRIC. HEATERS SHALL �I s1oP VALVE { HAVE A 150 PSI WORKING PRESSURE RATING.WATER HEATER INSTALLATION H W.SUPPLY 23. STOP VALVE MANUALS SHALL BE GIVEN TO THE OWNER.SEE PLUMBING FIXTURE SCHEDULE. ttDs ps FINISHED FLOOR $8 O♦ S O �, 4.5. GAS ED.AND LABELED FIN ACCORDANCE G: ALL GAS IPWITH LOCAL CODE.SIZED,ING SHALL BE INSTALLED. PIPING SHALL NTBE SCHEDULE ` •` 40 BLACK IRON OR TYPE-L OR K COPPER WITH BRAZED FITTINGS. BUSHINGS FLOOR SINK DETAIL MV-1 HAND SINK DETAIL L-3 ARE PROHIBITED. BELL REDUCERS SHALL BE INSTALLED AT REDUCTION IN PIPE OY scat NONc O? SCALE:NONE 3 C SIZE.GROUND JOINT UNIONS AND SHUTOFF VALVES SHALL BE INSTALLED AT 5 ALL GAS APPLICATIONS. FLEXIBLE GAS LINES ARE PROHIBITED ON STATIONARY APPLIANCES AND SHALL ONLY BE INSTALLED ON FULL PORTABLE EQUIPMENT. A u ISSUE DATE DESCRIPTION RESTRAINT CABLE SHALL BE ATTACHED TO ANY FLEXIBLE CONNECTOR AND THE € Dv-tz-2017 FIRST SUBMITTAL FLOOR SUCH THAT THE FLEXIBLE CONNECTOR CANNOT BE OVER EXTENDED. X g 5. EXECUTION: g 1= 5.1. ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL BE INSTALLED PER PROMOS Cirmo lts M DISCHARGE INTO CENTER .' LOCAL CODE AND ESTABLISHED INDUSTRY PRACTICES. LOCATE ALL PIPING,AS TVRNS,/ENOS Of Pam[ uSL i HOLE of GRATT of WASTE SHOWN ON THE PLANS. oWv nnM01.IF SIZE jl RECEPTICALE WITH AIR GAP y IS LARGER MAN I' SUFFICIENT TO REMOVE GRATE 5.2. COORDINATE WITH ALL OTHER TRADES TO AVOID INTERFERENCE,AND ADHERE SLOP(PIPE AND STRAINER MINIMUM VENT UP VUCH pGAP=TWO PIPE DIAMETERS IN WALL TO ALL SPECIFICATIONS AND MANUFACTURER GUIDELINES. POSABCI j6\C J�sj S e lowMD 5.3. RUN ALL DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. INSTALL HANGERS DISCHARGE FINISH J' AND STRAPPING, ALLOWING FOR EXPANSION AND CONTRACTION OF PIPING. DO MAKE CONMETgy FLOOR c� PROJECT INFORMATION BLOCK NOT HANG OR SUPPORT OTHER EQUIPMENT OR PIPING FROM WATER LINES. TO EOUIPMETTT «JOI• UNN129P3 SEPARATE HOT AND COLD WATER LINES MINIMUM OF SIX(6) INCHES. INSULATE AS REOIARED ALL PIPING WITH INSULATION WHICH MEETS OR EXCEEDS 25/50 SMOKE/FIRE MAKE PIPE MINIMUM ONE SI2E VERFY 01H WEAL . �DACE: O l-INN 7 RATINGS. IARGER THAN TOMPMENi CoN CODES K N iR,l ALAIOF$I NECTION.MRAMUM D•' USE'M' AND/OR yLNI ARE RE- INSTALL IN-LINE y OR'l'HARD COPPER ZIP 10 1' dNMW FOR INL ILMGM BACNFLOW WASIL PIPING : URAWNDY: CiLO 5.4. INSTALL SOIL.WASTE AND VENT PIPING WITH MINIMUM SLOPE OF 1/4"PER AW IYPE 0"FOR LARGER OF DRAM PVE MTALLED CLI" PREVENTION SEE PLANS FOR �CBM"DY: X*MIW.BL FOOT IN THE DIRECTION OF FLOW FOR DRAINS AND AGAINST THE FLOW OF ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG MAIN SIZE VENT GASES. NO FIXTURE SHALL HAVE AN S-TRAP OR BE DOUBLE TRAPPED. PIPE AS REQUIRED DO NOT INSULATE INDIRECT DRAIN PIPE g WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY- OIdRCEI MAN OPEN $MODEL GONMCT 1O CUKII t TO ATMOSMIE01 AT REFER TO LOCAL CODES FOR FURTHER INFORMATION. ` u 6. VALVES,' dtNN OUAEIS AS ��L ) UPPER ENO IRIDLR FLOOR LOCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN KfOLAIIW II VENT PIPING • BE PROVIDED WHEN NECESSARY. INSTALL ALL STEMS UPRIGHT. DO NOT INSTALL TYPICAL INDIRECT DRAIN FROM EQUIPMENT. FLOOR VALVES TO OF DISSIMILAR COMPOSITIONS WITHOUT AN APPROVED DIELECTRIC ALL INDIRECT WASTE DRAIN PIPING SHALL / OR t B G SHEET TJLE FITTING. TERMINATE WITH A 45' ANGLE CUT, TYPICAL. eE�ND B e REMOVE ALL BURS AND FILE DOWN FLOOR SINK PROVIDE AIR GAP OF TWICE 19 7. TEST AND 51TiIILfJATKIN PIPE DIAMETER 19 PLUMBING SHARP EDGES. PROVIDE FLOOR SINK AS SHOWN ON FLOM PLANS TEST AND STERILIZE ALL PLUMBING PIPING INCLUDING DRAINS,WASTE VENTS AND PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE ARRANGEMENT 11 DETAILS WATER PIPING PER LOCAL CODES AND REGULATIONS. SHOWN IS SCHEMATIC ADJUST AS REOUIRED TO SUIT CONDITIONS VERIFY 98 CONNECTIONS NTH MANUFACTURER e 05 INDIRECT DRAIN DETAIL SCALE:NONE 03 IBGGE ACHINE DETAIL 01 UN ER FLOOR V NT DETAIL ! SHEE NUMBO2 �e P003 8� ) (E) LANDSCAPE (E) LANDSCAPE 1 � (E) PARKING EXISTING (E) MECH. YARD U o cf) M couNr: a CONVENIENCE u7 N STORE (E) LANDSCAPE U C (N) ADA Q O_ o wa PARKING ® a--1 a (E) PARKING COUNT: 4 Q C U a COUNT: 10 U) O (E) CONC. SIDEWALK (E) NATURAL GAS w AND PROPANE (n r. w (PROTECTED BY \ 1—(E) CANOPY BO LARD POSTS) M Q N �17��y I oOo O^—° I U) a` o� y� I Jw I (E) FUEL PUMPS ARCHITECT/ENGINEER OF RECORD I I Bfs H • (E) PARKING fi o p COUNT: 3 'J d °oo (E) AIR/WATER H m m NII :k Cc o3a p (E) LANDSCAPE (E) LANDSCAPE ss 53 fi (E) LANDSCAPE (E) LANDSCAPE SEAL geC��ffff� = •n f3 (E) LANDSCAPE ISSUE DATE DESCRIPTION $„ D9-12-2017 FIRSTSUBMITTAL G 2313 STATE ROUTE 530 D ff PROJECT INFORMATION BLOCK Y>i JO60 UW27081 _ _ 5 DATE OV-12-mI7I - - - - B SCALE AS-AIOi U, A DRAWN SY- GAG -- - - - - - 6 C,*CRE71 BY JONAII.O= t MODEL +B` SHEET TITLE g5 PLUMBING m KEY NOTES e PLAN oc U ' SHEET NUMBER 1. EXISTING SANITARY SEWER. y 2. EXISTING DOMESTIC COLD WATER. s; P 1 01 PLUMBING SITE PLAN 1177 1 SHEET NOTES 1. KEYNOTED ITEMS ARE INTENDED TO SNOW THE OENCRAL EXTENT OF DEMOUTION.HOWVER.SOME ITEMS MAY BE COVERED OR OTHERWISE ARE NOT INDICATEO.THE CONTRACTOR LA RESPONSIBLE FOR CONDUCTING ANY REQUIRED SITE INVESTIGATION PRIOR TO BID.REMOVE ALL ITEMS.WHETHER SHOWN OR NOT,AS NECESSARY TO ACCOWMOOATE WYALLATION OF NEW CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING,PATCHING,AND DEMOLITION REQUIRED TO FACIUTATE THE PROPER INSTALLATION OF ALL NEW CONSTRUCTION.COORDINATE WITH ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,STRUCTURAL,MECHANICAL, ELECTRICAL,PLUMBING DRAWINGS AND PROVIDE ALL DEMOLITION NECESSARY TO INSTALL NEW WORK. 2 THIS DRAWING HAS BEEN OPERATED BASED ON THE EXISTING RECORD E DRAWINGS ANO IT IS FOR REFERENCE ONLY,IT IS NOT NECESSARILY INDICATING THE EXACT LAYOUT,SIZES AND DIMENSIONS OF THE EXISTING SYSTEMS. S. PLUMBING SCOPE OF WORK SHALL COMPLY TO LOCAL JURISDICTION CRITERIA AND DETAILS. -- f•u 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPING AND FITTINGS -- • }.V IU..---- - - _-_- - - - - .S��Il FOR A PROPER INSTALL PER MANUFACTUER RECOMMENDATIONS. �I C) r O II I IIII 1 �_ In N / ca yam+ LAJ CD M ¢ N n / poll i1 it J I ARCHITECT/ENGINEER OF RECORD � rl UA Sao = oI:ia= 0 1 1 I I Ta I � � I I I SEAL t `I I 1 i Ali ttry I I I � III JE� .'Ypa I I I I I l l o,•' .• ,�pro r i p I ♦ V 1 J O• 5 AO�A• - f ---------------------- -- -- _____-----_.----------- (/ ISSUE DATE DESCRIPTION 04-12-2017 FIRSTSUBMWTAL FE qF� P* p PROJECT INFORMATION BLOCK L yy JOB B uw2lm B DATE 01•T2•P17 E j SCALE R j$fy TWAriNBY, u0 CIECICED BY: JONATMIAEri MODEL 19 SHEET TITLE DEMO KEY NOTES ❑� PLUMBING 13Ej ggg FLOOR PLAN 1. DEMO ETOSRNG FLOOR SINK AND CAP IN PLACE- 2 4 SHEEP NUMBER . DEMO EXISTING LAVATORY AND CAP IN PLACE. B. WATER FILTER TO BE RELOCATED.PROTECT DURING CONSTRUCTION p 101 Y� PLUMBING DEMOLITION PLAN SHEET NOTES 1. KEYNOTED ITEMS ARE INTENDED TO SHOW THE GENERAL EXTENT OF CONSTRUCTION.HOWEVER,SOME ITEMS MAY BE COVERED OR OTHERWISE ARE NOT INDICATED,THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING ANY REWIRED SITE INVESTIGATION PRIOR TO BID,REMOVE ALL ITEMS,WHETHER SHOWN OR NOT,AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING,PATCHING,AND DEMOLITION REOUIRED TO FACIUTATE THE PROPER INSTALLATION OF ALL NEW CONSTRUCTION,COORDINATE WITH ALL OTHER TRADES INCLUDING BUT NOT UMITED TO ARCHITECTURAL,STRUCTURAL,MECHANICAL, ELECTRICAL,PLUMBING DRAWINGS AND PROVIDE ALL DEMOLITION NECESSARY TO INSTALL NEW WORK. 2, THIS DRAWING HAS BEEN GENERATED BASED ON THE EXISTING RECORD � DRAWINGS AND IT IS FOR REFERENCE ONLY.IT IS NOT NECESSARILY INDICATING THE EXACT LAYOUT,SIZES AND DIMENSIONS OF THE EXISTING SYSTEMS. 3, PLUMBING SCOPE OF WORK SHALL COMPLY TO LOCAL JURISDICTION CRITERIA AND DETAILS. -- 4. PROVIDE MIXING VALVES IN WALL ABOVE EVERY LAVATORY WITH -- ACCESS PANELS FOR MAINTENANCE 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPING AND FITTINGS O FOR A PROPER INSTALL PER MANUFACTURER RECOMMENDATIONS. UTILITY AREA i WALK-IN 6, REFER TO PLUMBING SHEET P002 FOR EQUIPMENT SCHEDULE p- COOLER V mt M M a LLB N Q 00 11 0 9 u < O O y cu e 4_0 B Co 2 O 3 5 yr J i 1 � 7 LV CD LJ_I I a I U Z M C 5 M Q 1 R ROOM I I z % $8 I a S{ COFFEE BAR � ��.� I WR ARCHITECT/ENGINEER OF RECORD ail a �2 E I j 2Inc $ o M o € ma FJ I agar U e CD R� I III se v o 1 2 r QI -1 I I t SEAL U LU i I BEER CAVE SALES AREA L j UlY Q5Q O pP! 40 i' Q ISSUE DATE DESCRIPTION Se 09-12-2D77 FIRST SUBMITTAL zz 6~ ,Q B o KEY NOTES yo JC4 0 Ci INFORMATION BLOCK 5�DATE- 014MIF $b SCALC Apim 9 DRAWN IT: Cl0 1. POC NEW Y WASTE TO EXISTING WASTE LINE.FIELD VERIFY SIZE AND m c CHECREDM JONATHABY. LOCATION. I? 2. POO NEW 2'WASTE TO EXISTING WASTE LINE.FIELD VERIFY SIZE AND a 0 MODEL LOCATION. 'q 3. POC NEW 2'VENT TO EXISTING VENT ABOVE CEILING.FIELD VERIFY a SIZE AND LOCATION. 1 SHEET TITLE 4. RECONNECT WATER FILTER TO EXISTING CONNECTIONS. 9 0 _O S. CONNECT NEW 1/4-FILTERED WATER LINE TO EXISTING FILTERED pg-6 PLUMBING WATER LINE FIELD VERIFY SIZE AND LOCATION. b 0 FLOOR PLAN 6 CONNECT NEW 3/0'FILTERED WATER LINE TO EXISTING FILTERED E 8 WATER LINE.FIELD VERIFY SIZE AND LOCATION. 7. POC NEW 1/2'DOMESTIC COLD WATER LINE TO EXISTING DOMESTIC r SHEET NUMBER COLD WATER LINE FIELD VERIFY SIZE AND LOCATION. B. POC NEW 1/2-DOMESTIC HOT WATER LINE TO EXISTING DOMESTIC HOT Pi 01 WATER LINE. FIELD VERIFY SIZE AND LOCATION. SCALE ~' PLUMBING CONSTRUCTION PLAN Date: 03/19/2026 Permit#: 1763 Permit Date: 12/04/2017 Review Date: 12/04/2017 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 12/11/2017 Scheduled 00:00 Time: Completed 12/04/2017 Date: Description: 1. Side Sewer Repair/Alteration Permit required prior to any connection to the exterior sewer line. 2. Plumber has made initial contact with Wastewater Department for construction requirements. 3.All standards for construction must be adhered to. FR Review Status: Assigned To: PW-SEW-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050800201100 GTY-PACIFIC LEASING LLC GTY-PACIFIC LEASING LLC TWO JERICHO PLAZA UNIT 110 WING C 2313 STATE ROUTE 530 NE JERICHO,NY 11753 Zoning: 553 Gasoline Service StationsLot: Block: Permit#: 1763 Permit Date: 12/04/17 Permit Type: COMMERCIAL PLUMBING Project Name: My Goods Market Applicant Name: Stollwerk Plumbing Applicant Address: 3409 McDougall Ave Applicant, City, State, Zip: Everett,WA 98201 Contact: Jeff Stevens Phone: 425-374-3909; 206.302.8382 Email:jeff.stevens@kdcconstruction.com Scope of Work: Install New Floor Sink Valuation: 10000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 12/12/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31050800201100 2313 STATE ROUTE 530 GTY-PACIFIC 553 Gasoline Service NE LEASING LLC Stations Contractors Contractor Primary Contact Phone Address Contractor Type License License# Stollwerck Plumbing Jeff Stevens 425-374-3909 3409 McDougall CONSTRUCTION Labor Ave CONTRACTOR Industri and es STOLLPL880MC Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 12/18/2017 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/04/2017 COMMERCIAL Will require RPBA for main water supply line.Will need BUILDING PLUMBING specs for RPBA 12/04/2017 COMMERCIAL Side sewer repair permit required,LT PW-ADMIN-GIS PLUMBING 1.Side Sewer Repair/Alteration Permit required prior to COMMERCIAL any connection to the exterior sewer line.2.Plumber has 12/04/2017 made initial contact with Wastewater Department for PW-SEW-REV PLUMBING construction requirements.3.All standards for construction must be adhered to.FR 12/04/2017 COMMERCIAL PW-WAT-REV PLUMBING Fees Fee Description Notes Amount Mechanical Commercial Permit Table 4-7;Per Unit $12.00 Plumbing Plan Review Fees $250.00 Processing/Technology $25.00 Total $287.00 Attached Letters Date Letter Description 12/12/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/12/2017 Stollwerck Plumbing Check#2698 Kristin Foster $287.00 Outstanding Balance $0.00 Uploaded Files Date File Name 12/12/2017 2847133-1763 Issued Permit.pdf 12/04/2017 2814466-1763 Plans&Specs.pdf 12/04/2017 2814467-1763 Apnlication.pdf Date: 03/19/2026 Permit#: 1763 Permit Date: 12/04/2017 Review Date: 12/04/2017 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 12/11/2017 Scheduled Time: 00:00 Completed Date: 12/04/2017 Description: Will require RPBA for main water supply line. Will need specs for RPBA Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050800201100 GTY-PACIFIC LEASING LLC GTY-PACIFIC LEASING LLC TWO JERICHO PLAZA UNIT 110 WING C 2313 STATE ROUTE 530 NE JERICHO,NY 11753 Zoning: 553 Gasoline Service StationsLot: Block: Date: 03/19/2026 Permit#: 1763 Permit Date: 12/04/2017 Review Date: 12/04/2017 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 12/11/2017 Scheduled Time: 00:00 Completed Date: 12/06/2017 Description: Side sewer repair permit required, LT Review Status: Assigned To: PW-ADMIN-GIS Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050800201100 GTY-PACIFIC LEASING LLC GTY-PACIFIC LEASING LLC TWO JERICHO PLAZA UNIT 110 WING C 2313 STATE ROUTE 530 NE JERICHO,NY 11753 Zoning: 553 Gasoline Service StationsLot: Block: