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Home My WebLink About19405 68th Dr Ne_P25-0066_2026 COMMERCIAL PLUMBING APPLICATION For Instruction/Checklist,please click here Project Valuation: 59,000 Preferred Contact: O Owner OO Contractor Project Description: i Owner Details Owner Name: Weiss LLC/Coast Constr Office No.: 360-474-0600 Email Address: mikel@coast-group.com Cell No.: 425-220-0823 Mailing Address: 1328 N Olympic Ave City: Arlington State: WA Zip: 98223 Contractor Details Contractor Name: I Bond Plumbing LLC Office No.: 425-672-8281 Email Address: OFFICE@BONDPLUMBING Cell No.: Mailing Address: 19023 36th Ave W STE G City: Lynnwood State: I WA Zip: 98036 L&I Contractor License Number: BONDPPL794MO Expiration Date: e7/29/2027 i PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture INo. of Units Additional Plan Review fees I1 1 Alteration/repair piping Backflow Assembly Base Plumbing Fee 1 Bath/Shower Combo Building Main Waste Clothes Washer Dishwasher Drinking Fountain 2 Floor Drains 112 Grease Interceptor Grease Trap Hose Bibb Icemaker/Refrig erator Irrigation—per meter Kitchen Sink& Disposal Laundry Tray Lavatory 113 Medical Gas Piping< 5 Inlets/Outlets Medical Gas Piping for each additional Inlet/Outlet> 5 Miscellaneous—regulated by plumbing code (not otherwise specified) 2 Pretreatment Interceptor Re-inspection Fee (all) Roof Drains Shower(only) Sink(bar, service, etc.) 112 Toilets 113 Urinal Vacuum Breakers Water Heater Water Heater- Tankless PROPOSED BUILDING USE New Addition/Alteration Medical O Automotive Based Industrial Office Restaurant Machine Shop Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. Ice Machine Dialysis Equip. Air washers Coffee Urn/Espresso Hydrotherapy Equip. Steam Generators Carbonated Bev. Dental Equip. Dye Vats Fume Hoods Laboratory Equip. Pressure Washers Degreasers Autoclave/Sterilizers Cooling Towers Hot Tub/Spa Decorative Fountain Fire Sprinkler Aquarium Swimming Pools Sprinkler w/chemicals Lawn Irrigation Well on property Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? Yes No Don't Know Does the plumbing system currently have an oil/water separator? Yes No Don't Know Is water used in the business process (washing, rinsing, cooling)? Yes No Don't Know Does your business require a NPDES permit? Yes No Don't Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Print Name: Dale Menzies Date: 11/18/2025 GENERAL NOTES ABBREVIATIONS PLUMBING LEGEND PIPING SPECIALTIES PIPING SYSTEMS REFERENCE CODES AAV AIRADM1 TANCE VALVE MA MEDICAL GAS IBC INTERNATIONAL BUILDING CODE-2021 AC AIR CONDITIONING MIXEDAIR DOMESTIC WATER 1. THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS.ADDITIONAL PLUMBING NOTES !BC INTERNATIONAL MECHANICAL CODE-2021 ABV ABOVE MAT MIXED AIR TEMPERATURE PRESSURE GAGE MAY BE INDICATED ON EACH PLUMBING DRAWING.SEE SPECIFICATIONS FOR ADDITIONAL AD ACCESS DOOR MATL MATERIAL N NORTH ARROW wis WATER SERVICE UPC UNIFORM PLUMBING CODE-2021 REQUIREMENTS. F IFGC INTERNATIONAL FUEL GAS CODE-2021 2. REQUIREMENTS. NSHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS(LOCAL AND AFC ABOVE FINISHED CEILING MAX MAXIMUM COLD WATER(FILTERED) AFF ABOVE FINISHED FLOOR MBH THOUSAND BRITISH THERMAL THERMOMETER WSEC WASHINGTON STATE ENERGY CODE-2021 O STATE).NOTHING ON THE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED AS AFG ABOVE FINISHED GRADE UNITS PER HOUR O SHEET NOTES - COLD WATER(CW) ALLOWING DEVIATION FROM THIS REQUIREMENT.IF CONFLICT SHOULD OCCUR BETWEEN O AS ADOPTED WITH WASHINGTON STATE AMENDMENTS ARCH ARCHITECTURAL MCA MOTORCCIRCUIT AMPS MANUAL AIR VENT(MAV) -- HOT WATER(HW)[120°] DRAWINGS AND REGULATIONS,THE REGULATIONS SHALL TAKE PRECEDENT AND ATMOS ATMOSPHERE MCC MOTOR CONTROL CENTER ® WASTE RISER CALLOUT CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF SUCH CONFLICT PRIOR TO MECH MECHANICAL �AV AUTOMATIC AIR VENT 140- HIGH TEMP HOT WATER(140°) PROCEEDING WITH INSTALLATION. BATT BATTERY MED MEDIUM 3. INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE BF BLIND FLANGE MFR MANUFACTURER 101 DOMESTIC WATER RISER CALLOUT --- HOT WATER CIRCULATE(HWC) UNIFORM PLUMBING CODE: BFC BELOW FINISHED CEILING MH MANHOLE g GAS PRESSURE REGULATOR Na NON POTABLE WATER(NP) SCOPE NARRATIVE A. 3'WASTE PIPE-T CLEANOUT WITH 2.5"PLUG BHP BRAKE HORSE POWER MIN MINIMUM,MINUTE WC-1 PLUMBING FIXTURE TAG B. 4'WASTE PIPE-4'CLEANOUT WITH 3.5"PLUG BLDG BUILDING MISC MISCELLANEOUS /. HOT WATER SUPPLY C. 6"WASTE PIPE-4'CLEANOUT WITH 3.5"PLUG BOD BOTTOM OF DUCT MPG MEDIUM PRESSURE GAS WATER METER BTU BRITISH THERMAL UNIT MV MEDICAL VACUUM EWH-1 PLUMBING EQUIPMENT TAG HOT WATER RETURN BUILDING NARRATIVE: 4. WASTE,VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS BTUH BRITISH THERMAL UNIT � WYE STRAINER TENANT IMPROVEMENT OF TWO EXISTING SPACES(OFFICE& Q WASTE AND VENT SHOWN ON PLUMBING FIXTURE SCHEDULES.BELOW GRADE SANITARY WASTE PIPING SIZES PER HOUR N NORTH,NEUTRAL 1 REVISION CALLOUT WAREHOUSE). HV Engineering, InC. SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" NA NOT APPLICABLE x FLANGE WASTE(W)[ABOVE FLOOR] DIAMETER. CFM CUBIC FEET PER MINUTE NC NORMALLY CLOSED J/ �) SCOPE NARRATIVE: 5. ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1l4'PER FT NG NATURAL GAS / REVISION BUBBLE ------- WASTE(W)[BELOW FLOOR] PLUMBING DESIGN CONSISTS OF WASTE,VENT AND WATER FOR(3) Consulting Engineers OT IN CONTRACT �N UNION NEW TOILET ROOMS,(2)NEW BREAK ROOM SINKS,(2)NEW DRINKING Hall Creek ORCe Pads CHEM CHEMICAL INJECTION NIC N SLOPE UNLESS APPROVAL IS PROVIDED BY THE'ADMINISTRATIVE AUTHORITY"IN WRITING FOR DETAIL NUMBER WASTE-SUDS RELIEF CHWS CHILLED WATER SUPPLY NO NUMBER OR NORMALLY OPEN FOUNTAINS AND(2)NEW MOP SINKS.UP TO,(2)NEW WATER 6912 2201h St.SW,Suite 303 ASHALLOWER IN NO CASES SHALL SEWER PIPING BE INSTALLED AT LESS THAN 118'PER FT X CHWR CHILLED WATER RETURN NITS NOT TO SCALE --------------- VENT(V)[ABOVE FLOOR] HEATERS WILL BE USED TO PROVIDE HOT WATER IF EXISTING HOT Mountlake Terrace,WA 98043 SLOPE.IN NO CASES WILL PIPING SMALLER THAN 4"BE INSTALLED AT SLOPES SHALLOWER PXXX HOSE BIB THAN 1l4"PER FOOT.PIPING INSTALLED AT 118'1FT SHALL BE RESIZED PER CHAPTER 7OF THE CO CEILING WATER HEATER IS NOT ADEQUATE FOR THE INCREASED LOAD. CO CLEAN OUT 02 OXYGEN SHEET NUMBER ------------------- VENT(V)[BELOW FLOOR] Phone: (206)706-9669 UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR CONIC CONCRETE OAT OUTSIDE AIR TEMPERATURE WALL HYDRANT INCLUDED SYSTEMS: REVIEW. GREASE WASTE(GW� -.hvengineedng.biz CONN CONNECT OR CONNECTION CA OUTSIDE AIR DOMESTIC WATER 6. PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT.THIS SHALL ALSO INCLUDE PROVIDING CPLG COUPLING OC ON CENTER POINT OF CONNECTION * GARAGE DRAIN(GD) WASTE&VENT INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES(WHETHER SPECIFIED OR NOT). CRL COMBINED RAIN LEADER OD OUTSIDE DIMENSION PIPE ANCHOR PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE CW COLD WATER OPP OPPOSITE CONDENSATE GRAIN(C) Project AND THE SPECIFICATIONS. GRID REFERENCE DATUM ALIGNMENT GUIDE 7. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE.PROVIDE UNION DET DETAIL P PUMP PUMPED WASTE(P) Sheet List Table WEISS ARLINGTON ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS.TRAP PRIMER BRANCH DFU DRAINAGE FIXTURE UNITS PD PRESSURE DROP tTS STORM DRAIN Sheet Number Sheet Title TEMPERATUREIPRESSURE TEST PORT TAKEOFF SHALL BE FROM TOP OF MAIN DISTRIBUTION PIPE. DIM DIAMETER PERF PERFORATED 01PLUMBINUABBIHIEVIAll SUITES F & H 8. INSULATE P-TRAPS EXPOSED IN UNHEATED SPACES. DIM DIMENSION PF PRE FILTER RAIN LEADER(RL) 10.02 PLUMBIN CALCULATIONS N SCHEDULES 9. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE ROUGH-IN DIMENSIONS AND OTHER DISCH DISCHARGE PH PHASE ® FLEXIBLE CONNECTION IN PIPING P1.00 1 UNGERGROUND PLUMBING PLAN DETAILS.ALSO SEE ARCHITECTURAL DRAWINGS FOR FINISH REQUIREMENTS OF ALL ON DOWN Pi PUSH ON JOINTS a OVERFLOW LEADER(OL) P2.011 LEVEL 1 PLUMBING PLAN PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA DR DRAIN PLCS PLACES PIPING COMBINED RAIN LEADER(CRL) REMODEL COMPLIANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS,REPORT ALL DISCREPANCIES DWG DRAWING PNL PANEL FUNNEL Y TO ENGINEER PRIOR TO ANY WORK. POC POINT OF CONNECTION ST STORM(BELOW FLOOR) 10. REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS.LOCATE PLUMBING FIXTURES EA EACH PRV PRESSURE REDUCING VALVE FLOW ARROW a EXPANSION JOINT GAS PIPING SYSTEMS Location AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS. ECC ECCENTRIC PS PIPE SUPPORT 11. PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES.REFER TO EER ENERGY EFFICIENCY RATIO PSV PRESSURE SAFETY(RELIEF) [ CAP LOW PRESSURE GAS ARCHITECTURAL PLANS FOR EXACT LOCATIONS.COORDINATE FLOOR DRAINS FOR EF EXHAUSTFAN VALVE PIPE SLEEVE 19405 68TH DR NE MECHANICAL SPACES WITH MECHANICAL EQUIPMENT BEING SERVED. EFF EFFICIENT,EFFICIENCY II WALL CLEANOUT MEDIUM PRESSURE GAS 12. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION EL ELEVATION OTY QUANTITY PIPE UP OR UP AND DOWN m FLOOR DRAIN Lac PROPANE ARLINGTON,WA 98223 ELEC ELECTRICAL INCLUDING CONCRETE EQUIPMENT PADS,FLASHING DETAILS,ETC. EQUIP EQUIPMENT R RELIEF 13. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF ET ELECTRIC TRACED RED REDUCER - PIPE DOWN ❑o FLOOR SINK PLUMBING EQUIPMENT(VOLTAGES,ETC.). EXIST(E)EXISTING RET RETURN - PIPE TEE DOWN 14. ELECTRICAL CHARACTERISTICS OFLISTED EQUIPMENT SHALL BE VERIFIED BYCONTRACTOR EXH EXHAUST READ REQUIRED IS CIRCULATING PUMP Prepared For DURING SUBMITTAL PROCESS.ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE FROM EXT EXTERIOR RPM REVOLUTIONS PER MINUTE PIPE BREAK p THOSE LISTED SHALL BE IDENTIFIED BY THE CONTRACTOR,SUBMITTED TO THE ENGINEER FOR SCHED SCHEDULE APPROVAL AND COORDINATED WITH DIVISION 26 ELECTRICAL PRIOR TO INSTALLATION OF F FAHRENHEIT SD SMOKE DETECTOR BOND PLUMBING EQUIPMENT AS REQUIRED TO PROPERLY SERVE EQUIPMENT. FCO FLOOR CLEAN OUT 15, SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING EQUIPMENT TO STRUCTURE FF FINISHED FLOOR SECT SECTION AS REQUIRED BY CODE.REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL SPECIAL FLGD FLANGED SEER SEASONAL ENERGY EFF.RATIO 19023 36TH AVE.W STE.G REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION. FLR FLOOR SF SUPPLY FAN VALVES COMMERCIAL ENERGY EFFICIENCY LYNWOOD,WA 98036 16. PROVIDE PLUMBING ANCHORAGE AND EXPANSION EVERY 100'PIPE LENGTH PER CODE. FLTR FILTER SF SHEET TABLE C403.10.3 17. ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT.COORDINATE FPM FEET PER MINUTE S.I.O. SUPPLIED&INSTALLED BY MINIMUM PIPE INSULATION THICKNESS(in.)[a] LOCATION AND SIZE WITH ARCHITECT. OWNER/OTHER .�� AUTOMATIC BALANCING VALVE ASSEMBLY 16. STUB OUT TO SITE SERVICES 5'OUTSIDE BUILDING FOUNDATION.PIPE SIZE,FIXTURE UNITS, FT FEET,FOOT SPEC SPECIFICATION FLUID OPERATING INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE(in.) AREA DRAINED INVERT ELEVATION,SIZES,AND SQUARE FOOTAGES AS INDICATED.NOTIFY FU FIXTURE UNITS SO SQUARE 8 PRESSURE REGULATING VALVE TEMPERATURE ENGINEEROFANY DISCREPANCIES PRIOR TO COMMENCING WORK. FW FEED WATER SS STAINLESS STEEL RANGE AND CONDUCTIVITY MEAN RATING <1 1TO<1Ys 1YTO<4 4TO<8 >=8 19. INSULATE HORIZONTAL RAIN WATER LEADER PIPING FROM ROOF DRAIN TO VERTICAL RISER. STA STATION USAGE(°F) BtU'In/(h'fl"2'°F)[b] TEMPERATURE,°F G GAS STAT THERMOSTAT PRESSURE REDUCING VALVE(PRV) 20. INSULATE PIPING PER WSEC 0404.6 AND PER DIVISION 22 SPECIFICATIONS IS GALV GALVANIZED STD STANDARD >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 GREATER). GEN GENERATOR SV SOLENOID VALVE BALL VALVE 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 21. GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW GFI GROUND FAULT SVC SERVICE DUCTWORK AND BETWEEN LIGHT FIXTURES.ADJUST AS NECESSARY. CIRCUIT INTERRUPTER SW SOCKET WELD 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 22. PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS GPM GALLONS PER MINUTE SYS SYSTEM GATE VALVE 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 OF6"IF RUNNING PARALLEL AND ABOVE CABLE TRAYS,ALLOW I8"TO THE SIDE OF CABLE GV GATE VALVE TRAYS. TO TEMPERATURE DIFFERENTIAL 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 23. COORDINATE LOCATIONS OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES OVER GW GRAY WATER(NON POTABLE) TDH TOTAL DYNAMIC HEAD BUTTERFLY VALVE 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 GAR GLYCOL WATER RETURN LIGHTING FIXTURESDIAGRAMS RMSANDREMOVAL AND SERVICE ACCESS DUE TO INGS,VLVE,ETC. FLOOR MAINTENANCE. GAS GLYCOL WATER SUPPLY TEMP TEMPERATURE 24. REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS,VALVES,ETC.FLOOR TEMPORARY iV CHECK VALVE <40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. HP HORSE POWER THRU THROUGH [a] FOR PIPING SMALLER THAN 1-1/2 INCHES AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, THESE DRAWINGS WERE DEVELOPED FOR 25. PROVIDE FABRICATED STEEL MEMBER SUPPORTS AS REQUIRED BY MANUFACTURER'S HR HOUR TI TENANT IMPROVEMENT ANGLE VALVE REDUCTION OF THESE THICKNESSES SHALL BE PERMITTED(BEFORE THICKNESS ADJUSTMENT REQUIRED IN EXCLUSIVE USE BY BOND PLUMBING ON A DESIGN INSTALLATION INSTRUCTIONS,AS INDICATED ON DRAWINGS,OR IN SPECIFICATIONS FOR HTG HEATING TSTAT THERMOSTAT FOOTNOTE[b]BUT NOT TO A THICKNESS LESS THAN I INCH, BUILD CONCEPT.THEY ARE TO BE USED ONLY INSTALLATION OF EQUIPMENT.REQUIRED STRUCTURAL MEMBERS,BOLTS,AND WELDS SHALL HT HEIGHT TYP TYPICAL WITH WRITTEN PERMISSION OF BOND PLUMBING. BE IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)MANUAL. HVAC HEATING,VENTILATION [b] FOR INSULATION OUTSIDE THE SLATED CONDUCTIVITY RANGE,THE MINIMUM THICKNESS(T)SHALL BE FOR INFORMATION CONTACT:CURTIS BOND. 26, IF REQUIRED FOR INSTALLATION OF PIPES AND EQUIPMENT,PROVIDE ADDITIONAL AND AIR CONDITIONING UBC UNIFORM BUILDING CODE RELIEF VALVE DETERMINED AS FOLLOWS: STRUCTURAL MEMBERS BETWEEN COLUMNS,JOISTS,AND STRUCTURAL FRAME TO MEET HW HOT WATER UG UNDERGROUND SUPPORT REACTIONS(FORCES,MOMENTS,DEFLECTIONS),STRUCTURAL MEMBERS SHALL BE HWC HOT WATER CIRCULATING UL UNDERWRITER'S LABORATORY GAS COCK T=r[(1+t/r)^(K/k}lJ DESIGNED BY REGISTERED PROFESSIONAL ENGINEER. HW$ HOT WATER HEATING SUPPLY UMC UNIFORM MECHANICAL CODE 27. DO NOT CORE DRILL OR DRILL THROUGH BEAMS,COLUMNS,AND SHEAR WALLS,UNLESS HWR HOT WATER HEATING RETURN UNO UNLESS NOTED OTHERWISE UPC UNIFORM PLUMBING CODE GAS REGULATOR WHERE: WHERE:MUM INSULATION THICKNESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. IA INSTRUMENT AIR UV UNIT VENTILATOR 28. PIPES INDICATED WITHOUT DIMENSIONS$HALL BE SIZED PER PRECEDING UPSTREAM PIPE r=ACTUAL OUTSIDE RADIUS OF PIPE SECTIONS. ID INSIDE DIMENSION V VOLT GASSOLENOID VALVE I=INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE 29. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS WHICH MAY IE INCH,INCHES VIPH/HZ VOLTSIPHASEIHERTZ K=CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE - IN INCH,INCHES DOUBLE CHECK BE REQUIRED. INFO INFORMATION VAC VOLTSAC BACKFLOW ASSEMBLY APPLICABLE FLUID TEMPERATURE ITr' - _ 30. WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS,SIZE PIPING PER THE UNIFORM PLUMBING INSUL INSULATE,INSULATION VACUUM k=THE UPPER VALUE OF THE CONDUCTIVITY RANG)TY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID CODE. VEL VELOCITY TEMPERATURE. INV INVERT ExwcxexcE 31. PRIOR TI SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL VERIFY IRR IRRIGATION(NON POTABLE) VFD VARIABLE FREQUENCY DRIVE REDUCED PRESSURE Di COMPATIBILITY OF THE SPECIFIED FIXTURE WITH THE SIZES OF FINISH CABINETRY AS VOL VOLUME BACKFLOW ASSEMBLY ]c] FOR DIRECT-BURIED HEATING AND HOT WATER SYSTEM PIPING,REDUCTION OF THESE THICKNESSES BY 1.112 D� IDENTIFIED IN GENERAL CONTRACTOR'S SHOP DRAWINGS.ANY DISCREPANCIES BETWEEN JAN JANITOR VTR VENT THROUGH ROOF INCHES(38mm)SHALL BE PERMITTED(BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE[b]BUT THE SIZE OF THE FIXTURES SPECIFIED AND THE FINISH CABINETRY SIZES SHALL BE BROUGHT KW KILOWATT NOT TO THICKNESSES LESS THAN 1 INCH(25mm)). -ECT.-SER TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE SUBMITTAL KWH KILOWATT HOUR Wl WITH D� 32. PLUMBING VENTS SHALL TERMINATE MINIMUM 10'FROM FRESH AIR INTAKES PER CODE. 10 WITHOUT NOTE:PER WSEC 404.7.3.1,PIPE INSULATION FOR HEATED WATER CIRCULATION SYSTEMS,BOTH SUPPLY AND axwecTwcweeN 33. LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. LAT LEAVING AIR TEMPERATURE WB WET BULB RETURN PIPE INSULATION SHALL BEAT MINIMUM 1.0 INCHES THICKER THAN THAT REQUIRED BY TABLE 34. SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC AND AS REQUIRED IN THE LBS POUND WCO WALL CLEAN OUT C403.10.3 BWR SPECIFICATIONS. LC LOCKED CLOSED WG WATER GAUGE maEcrTEan NENEEu 35. ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BE COMPATIBLE FOR USE WITH AND LF LINEAL FEET WHA WATER HAMMER ARRESTER FOR CONTACT WITH THE PIPING MATERIAL.CONTRACTORS AND TRADES$HALL VERIFY LOC LOCATION WT WEIGHT PMB COMPATIBILITY OF THEIR PRODUCTS WITH THE PIPING SYSTEMS.THIS INCLUDES,BUT IS NOT LVG LEAVING ONE. LIMITED TO,FIRE STOPPING SEALANTS,FIRE STOPPING COLLARS,VIBRATION ISOLATION BWR ELEMENTS,THERMAL INSULATION,EXPANSION JOINTS AND ANY MATERIAL IN CONTACT WITH PIPES. 36. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE ENGNEENSSM TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE(CISPI)AND BE LISTED BY NSF INTERNATIONAL. 37. ROOF MOUNTED PIPING SHALL BE INSTALLED ON FREE FLOATING,PREFABRICATED SUPPORTS gOET t SIMILAR TO MIRO MODEL 24-R OR ROOF TOP BLOX ON WALKWAY TREAD PADS.THE USE OF 1TASN�sO WOOD FOR SUPPORTS IS PROHIBITED. 38. ALL ITEMS IN CONTACT WITH POTABLE WATER SHALL COMPLY WITH THE NATIONAL "REDUCTION OF LEAD IN DRINKING WATER ACT'S.3874. 39. WHERE MANUFACTURERS HAVE RECOMMENDED OR REQUIRED TRAINING PROGRAMS FOR THE INSTALLATION OF THEIR PRODUCT,THEN ALL CONTRACTOR EMPLOYEES INSTALLING THATQ 30321� PRODUCT SHALL BE TRAINED AND HAVE WRITTEN DOCUMENTATION CONFIRMING THAT TRAINING,AND$HALL FURNISH ACOPY OF THE TRAINING DOCUMENTATION WITHIN THE i+rCNAL PROJECT SUBMITTAL FOR EACH INSTALLING INDIVIDUAL SHOWING CURRENT INSTALLATION City of Arlington TRAINING WITHIN TWO(2)YEARS OF START OF THIS PROJECT. Building Department 11-17-2025 APPROVED Kevin Olander-01/06/2026 PLUMBING ABBREVIATIONS,NOTES& No changes authorized unless approved by LEGENDS the Building Official HFaaECTTNN. LU 2025.114 -1 NOVEMBER 17,2025 -INNER REUSE OF DOCUMENTS VERIFY SCALE O■0 EE,I-E o oesiexsiNeoxMPE-OFENNINEoxG,INC ua lISSNOTTOB nes NEasuoNE INCH ON A/ OF uED NiunorvorNv-FIR-ERING, HEII-ECTIN17H.TxE vmnTEx TTo rcc r Ll.l COPYRIGHT,HV ENGINEERING,INC. on 0- 2021 UPC APPENDIX A WATER SERVICE CALCULATIONS PLUMBING FIXTURE SCHEDULE Cold Water Piping to be Sized Based on a FT System(FV=Flush Valve,FT=Flush Tank) Q� Hot Water Piping to be Sized Based on a FT System(FV=Flush Valve,FT Flush Tank) SYMBOL ITEM WASTE VENT CW HW SPECIFICATION REMARKS PIPE MAINS FIX UNIT GPM !3/41 L-IA LAVATORY(ADA) 1-12 1-1/2 112 1/2 SEE CONTRACTOR SUBMITTAL 0.5 GPM AERATOR O BUILDING SUPPLY 20 14 PROVIDE WITH ASSE 1070 MIXING VALVE COLD WATER 20 14 WC-lA WATER CLOSET(ADA) 3 2 1Q - SEE CONTRACTOR SUBMITTAL 1.28 GPF MAX HOT WATER 12 8 FLUSH TANK WATER SENSE STATIC WATER PRESSURE(PSI) F--48.07 PER SITE PHOTO DF-1 DRINKING FOUNTAIN 1-1/2 1-112 112 - SEE CONTRACTOR SUBMITTAL COLD WATER PRESSURE LOSS: SK-1 SINK 2 1-112 112 112 SEE CONTRACTOR SUBMITTAL 1.8 GPM MAX ELEVATION CHANGE(PSI) 4.3 10 FEET AT 0.433 PSI/FT MIN.RESIDUAL PRESS.AT REMOTE FIXT.(PSI) 30.0 (TYPICALLY PROVIDE 25 PSIG+5 PSIG FOR T)M TOTAL PRESSURE LOSS: 34.3 MS-1 MOP SINK 2 1-1/2 1Q 112 SEE CONTRACTOR SUBMITTAL PROVIDE CHECK VALVES ON 490 HW/CW CONNECTION IF NOT INTEGRAL TO FAUCET HV Engineering, Inc. _ 34.3 NOTE:FIXTURES LISTED HERE ARE FOR BASIS OF DESIGN ONLY AVAILABLE PRESSURE(PSI) 14.7 THESE FIXTURES HAVE NOT BEEN APPROVED BY OWNERIARCH Consulting Engineers VERIFY ALL FIXTURES TO OWNER/ARCH PRIOR TO PROCUREMENT Hall Creek O1tice Park LONGEST PIPE RUN(FT) 130.0 14.66 X 100 FT 6912 2201h t. W Suite 303 Mountlake Terrace,,WA 98043 X 1.25(FITTINGS) 1.25 162.5 163 FT Phone: (206)706-9669 Faction Loan NotExceed 9.0 PSI/10DFT LOSS MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE www.nvengineeang.biz Size All Piping Based on a Factionon loss of: PSI/100FT LOSS and max velocity based on installation standard. SYMBOL ITEM I MAKEIMODEL REMARKS Project TMV-1 THERMOSTATIC TEMPERING VALVE-POINT OF USE SEE CONTRACTOR SUBMITTAL 111,ASSE 1070 CERTIFIED WEISS ARLINGTON SUITES F & H ELECTRIC WATER HEATER SCHEDULE STORAGE,BUFFER&EXPANSION TANKS REMODEL EQUIPMENT NUMBER ET-1 Locat i o n EQUIPMENT NUMBER EWH-1 SERVICE SERVICE LOCATION H106 19405 68TH DR NE LOCATION H106 SYSTEM DOMESTIC WATER ARLINGTON,WA 98223 SYSTEM DOMESTIC HOT WATER TYPE FUNCTION DOMESTIC WATER HEATING ORIENTATION VERTICAL SCOPE COMMERCIAL LINING YES PLUMBING CALCULATIONS CAPACITY ASME No Prepared For 2021 UPC PLUMBING CODE PER TABLE 702.1 AND TABLE A403.1 GALLONS 10 SERVICE CONDITIONS BOND PLUMBING RECOVERY(GPH(0)100 DEG RISE) 12 CAPACITY-GALLONS 2 BUILDING SUMMARY MIN.SIZE DOMESTIC WATER WSFU SEWER DFU SERVICE CONDITIONS __ ACCEPTANCE-GALLONS EXP TANKS 0.9 19023 36TH AVE.W STE.G TRAPIARM PER HW PER TOTALPER INSULATION FIXTURE TYPE IN. QTY FIXTURE TOTAL FIXTURE HW FIXTURE TOTAL LVG WATER TEMP-DEG F 120 FLUID WATER LYNWOOD,WA 98036 TI AREA ELECTRICAL PRESSURE-PSI 150 LAVATORY,SINGLE 1.25 3 1 3 1 3 1 3 NUMBER OF STAGES 1 TEMPERATURE-DEGF 120 WATER CLOSET 1.28 GPF GRAVITY&FLUSH TANK,PUBLIC 3 3 2.5 7.5 - 4 12 KW INPUT/STAGE 3 UNIT CONDITIONS DRINKING FOUNTAIN,WATER COOLER(ASSEMBLY) 1.25 1 0.75 0.75 -- - 1 1 MOP BASIN-PUBLIC 2OR3 2 3 6 3 6 3 6 TOTAL KW 3 INLET&OUTLETTAPSIZE 3/4' KITCHEN,DOMESTIC(2"DRAIN) 1.5 2 1.5 3 1.5 3 2 4 VOLTS/PHASE/HERTZ PER DIV.26 WEIGHT(FULL) 17.50 11/1712025 TOTALS 11 20,25 12 26 MANUFACTURER DESIGN BASIS DIMENSIONS INCHES 8'D X 14'H MAKE ELECTRIFLEX LD MANUFACTURER-DESIGN BASIS AMTROL ST-5C-DD MODEL LE110U3.1 NOTES 1,2 SHIPPING WEIGHT(LES) 48 1 NSF IANSI 61&372 COMPLIANT DOMESTIC WATER PIPE SIZING TABLE OPERATING WEIGHT(LBS) 131 2 INSULATE PER WSEC WSFU BASED ON 2021 UPC CHART A103.1(1) INLETIOUTLET(INCHES) 14" PIPE MATERIAL DIMENSIONS(INCHES) 14'DIAx 16-10 TALL THESE DRAWINGS WERE DEVELOPED FOR TYPE L COPPER NOTE 1 EXCLUSIVE USE BY BOND PLUMBING ON A DESIGN FLUSH TANK 1 PROVIDE SEISMIC STRAPS. BUILD CONCEPT.THEY ARE TO BE USED ONLY WITH WRITTEN PERMISSION OF BOND PLUMBING. VELOCITY<=8 FPS FOR INFORMATION CONTACT:CURTIS BOND. PS11100 FT 8 HEAT TRACE AND INSULATE HW DEAD LEG TO WITHIN 8' WSFU RANGE MIN MAX OF PUBLIC LAVS PER WSEC PIPE SIZE I') C404.3.1. 312 5 a 1/Z'HIM PIPING SYSTEM AND SPECIFICATION SCHEDULE - - 314 4.5 11 PEX MANIFOLD TO LAVATOR SINKS TO LIMIT 1 12 22 112'HW HW LENGTH PER WSEC FOR LAVATORY 11/4 23 50 KEEPING DISTANCE AS SHORT AS POSSIBLE SYSTEM LOCATION MATERIAL JOINT METHOD REMARKS I PIPE INSULATION - - 11/2 51 100 WASTE&VENT BELOW GROUND I ABS/PVC SOLVENT WELD 12] - - 2 101 265 WASTE&VENT ABOVEGROUND ABS/PVC SOLVENT WELD 12][41 COPYRIGHT HV ENGINEERING FARTHER IN CHARGE NOTE: EXPANSION DOMESTIC WATER ABOVEGROUND COPPER TYPE L SOLDER OR PRO PRESS I3][4I DJ PIPE MATERIAL LOCAT1070 ED VALVE TANK LOCATED AT ET.1 NOTES: maEcrMARACER TYPE L COPPER LAVATORIES I 11]NOT USED DJ FLUSH TANK VELOCITY�=5 FPS I FOR SOLVENT CEMENTS. BR ITENINeER 1/2^CW 121 SOLVENT CEMENT JOINTS IN ACCRODANCE WITH 2O21 SPC SECTION 705.6.2,ASTM F656 FOR PRIMER AND ASTM D2846 BWR PSY100 FT 8 - FOR SOLVENT CEMENTS. FnaECTTEANMEMeERE WSFU RANGE MIN MAX 131 COMPONENTS USED IN THE POTABLE WATER SYSTEM SHALL COMPLY WITH NSF 61 B PIPE SIZE 1-) [4]PROVIDE PLENUM RATED PIPING MATERIAL IF REQUIRED. PM PM 1/2 0 4 314 4.5 9 BWR 1 10 16 STRAP WATER HEATER TO RELIEF VALVE,PRESSURE AND TEMATURE.PIPE DRAIN FULL 1114 17 28 WALL FOR SEISMIC SIZE TOPER HUB DR AIN AT SINK ENGNEERSSM 112 29 45 RESTRAINT.TWO PLACES. 2 46 120 COVER COPYRIGHT HV ENGINEERING EWH-1 gOETCI LOCKING SCREW X HOLDRITE 60-SWHP-W FINISH FLOOR RIM QUICKSTAND WALL MOUNTED DRAIN VALVE,TYP. WATER HEATER PLATFORM, FRAME ASSEMBLY COORDINATE STRUCTURAL REQUIREMENTS. ROUTE TO ADJACENT SREAKROOM SINK INDIRECT 0321 DRAIN ]S3'ER PIPE DRAIN PAN TO HUB rCNAL l DRAIN AT SINK City of Arlington MOUNT WH ABOVE CEILING. 11-17-2025 COORDINATE MAINTENANCE Building Department AND ACCESS REQUIREMENTS CLAMPING FLANGE& APPROVED PLUMBING CALCULATIONS RING(WHERE REQUIRED) Kevin Olander-01/06/2026 &SCHEDULES GASKET CO.PLUG No changes authorized unless approved by f FLOOR ALL INSIDE FLUSH CLEANOUTS SHALL BE INSTALLED IN SUCH A the Building Official RRaECTNG. MANNER THAT THE TOP COVER SHALL BE FLUSH WITH THE W 2025.114 SURFACE OF THE FINISHED FLOOR. (n -1 NOVEMBER 17,2025 WATER HEATER DETAIL(HANGING LOW BOY) INTERIOR CLEANOUT DETAIL H -INNER ' f SCALE:NONE l L l SCALE:NONE REUSE OF DOCUMENTS VERIFY SCALETIIIMIIIINT,MDTI O■0 EE,IS THE OPERNS OF HV ENGINEERING,IC. D DHEMN N IISSNOTTOB MEASUR-ING ES INCH ONOF PROFESSIONAL SERSIC A/ USEDIM DR N*H LE'R V-FIRMc HERPa01ECTa-THE NRnEN TTG �G AUTH COPYRIGHT,HV ENGINEERING,INC. on 0- GENERAL NOTES: 5 1. PROVIDE CLEANOUTS PER PLUMBING CODE 707.0. O 2. ALL WASTE PIPE 3'AND SMALLER IS TO BE SLOPED AT MINIMUM 114'PER FOOT. N ALL WASTE PIPE 4'AND LARGER TO BE SLOPED AT 1/4"PER FOOT AND SIZED AT 0.8 DFU UNLESS OTHERWISE NOTED.WHERE FIELD CONDITIONS REQUIRE 1/8" PER FOOT ON 4'WASTE LARGER,AS ALLOWED PER PLUMBING CODE 708.1. IDENTIFY ANY DISCREPANCIES TO ENGINEER BEFORE COMMENCING WORK. 3. MAX 5 WATER CLOSETS ON 3"WASTE PER PLUMBING CODE 703.4 NOTE 4. 4. ASSUMPTION IS THAT GROUND FLOOR IS ABOVE EXISTING NEXT UPSTREAM MANHOLE RIM ELEVATION.EXISTING PIPING IS NOT FLOWING THROUGH A BACKWATER VALVE.CONTRACTOR TO FIELD VERIFY PRIOR TO START OF BREAKCONSTRUCTION AND PROVIDE BACKWATER VALVEPROTECTION PER SPC IF HV Engineering, Inc. REQUIRED.IF UPSTREAM MANHOLE RIM ELEVATION IS ABOVE L1 FFE,L1 C 1 O F FIXTURES TO BE ROUTED THROUGH A BACKWATER VALVE. Consulting Engineers J Holl Creek Office Park 6912 2201h St.SW,Suite 303 Mountlake Terrace,WA 98043 Phone: (206)706-9669 2'W(5 DFU) —.hvengineering.biz 2'W UP TO SK-I Project COORDINATE ALL SAW CUTTING TRENCHING TRENCH FILLING AND SLAB REPAIR UCTURMEANS PRIOR MO STAR WITH WEISS ARLINGTON ARCHITECTURAL/STRUCTURAL.PRIOR TO START OF WORK,VERIFY WITH STRUCTURAL THAT THIS IS NOT A STRUCTURAL SLAB.TYP. SUITES F & H REMODEL D 2'W UP TO MS-1 1 DFU) Location �2'V UP P SLOPE 3"W(10FT,TYP 2'W UP TO MS-1 19405 68TH DR NE ARLINGTON,WA 98223 0 SUITE E SUITE H Prepared For EXISTING TOILET 2"W UP 2'V UP TVUP 2"W UP ROOM TO REMAIN 1 TO L-1 TO L-1 3'W(26 DFU) BOND PLUMBING EXISTING DRINKING TO I ET SLOPE y"IFT,TYP 19023 36TH AVE.W STE.G FOUNTAIN TO REMAIN CONNECT 3'W � F1 03 INTO EX'w LYNWOOD,WA 98036 TO WC- FIELD VERIFY EXACT STORAGE � Oe —POINT OF CONNECTION. STORAGE ��U I I F 1 0 1 EXISTING 4"W CONTINUES 1 0 3"W(1 U) 2'W(3 DFU) H 101 CONTRACTOR TO VERIFY 3" 4 FU) EXISTING LOADING AND ENSURE PPROXIMATE LOCATION NEW FIXTURES DO NOT EXCEED OF EXISTING 4'W UPC ALLOWANCES 3"W(13 DFU)) TO SK-1 2'W UP TO OF BREAK i THESE DRAWINGS WERE DEVELOPED FOR H 10 4 EXCLUSIVE USE BY BOND PLUMBING ON A DESIGN BUILD CONCEPT.THEY ARE TO BE USED ONLY WITH WRITTEN PERMISSION OF BOND PLUMBING. FOR INFORMATION CONTACT:CURTIS BOND. No' —EICN P OFFICE OFFICE H103 F102 PARTNER iNCN<RGE DJ DJ GTMANAGER BWRwG1NeER EXISTING 4"W CONTINUES PaaEcrTEan uENEERs CONTRACTOR TO VERIFY EXISTING LOADING AND ENSURE PMB NEW FIXTURES DOES NOT ONE. EXCEED UPC ALLOWANCES BWR OPEN OFFICE ENGNEENESM U H1 OW 02 R I City of Arlington Building Department 3032111 APPROVED s,ONAL Kevin Olander- 01/06/2026 11-17-2025 Q No changes authorized unless approved by nE ^ the Building Official UNGERGROUND PLUMBING PLAN FECuECTNO L U 2025.114 "TE NOVEMBER 17,2025 �_ sxEErxuNeeR SCALE:114"=1'A" U ORAT NGERGROUND PLUMBING PLAN REUSE OF DOCUMENTS VERIFY SCALE ■00 NEIDMMDDEIGNsiNWRPEDNEwN .,. 'NSTRuuENT as NEASNW ONE INCHON A/ uTH.—Tory 1—NGwEEwnG. "ERrsasc.wmHouTTNE wamEx TTO rcc r LU COPYRIGHT,HV ENGINEERING,INC. on 0- GENERAL NOTES: 5 1. PROVIDE CLEANOUTS PER PLUMBING CODE 707.0. O 2. ALL WASTE PIPE 3'AND SMALLER IS TO BE SLOPED AT MINIMUM 114'PER FOOT. N ALL WASTE PIPE 4'AND LARGER TO BE SLOPED AT 1/4"PER FOOT AND SIZED AT 0.8 DFU UNLESS OTHERWISE NOTED.WHERE FIELD CONDITIONS REQUIRE 1/8" PER FOOT ON 4'WASTE LARGER,AS ALLOWED PER PLUMBING CODE 708.1. IDENTIFY ANY DISCREPANCIES TO ENGINEER BEFORE COMMENCING WORK. 3. MAX 5 WATER CLOSETS ON 3"WASTE PER PLUMBING CODE 703.4 NOTE 4. BREAK HV Engineering, Inc. F 1 0 5 Consulting Engineers 1"CW POC TO(E)2"CW CONTRACTOR TO VERIFY Hall Creek Office Palk EXISTING LOADING AND ENSURE NEW FIXTURES 6912 2201h St.SW,Suite 303 DO NOT EXCEED UPC ALLOWANCES. Mountlake Terrace,WA 98043 FIELD VERIFY EXACT LOCATION. Phone: (206)706-9669 w hvengineenng.biz il"CW POC TO(E)2"CW CONTRACTOR TO VERIFY EXISTING LOADING AND ENSURE NEW FIXTURES / DO NOT EXCEED UPC ALLOWANCES. Project SK-1 FIELD VERIFY EXACT LOCATION. ,"QW(7 WSFU) - � WEISS ARLINGTON 12"CW/HW 3/4"CW(4 WSFU) SUITES F & H 1-12"V I 3/4"CW(3 WSFU) 1/2'C MS-' o WC-1 ,-,2°Wv REMODEL Location 2"V(6 DFU) LE 1/2„DW1„W NEW 150OW 10GALLON WATER HEATER MOUNTED ON 2'V(9 DFU) I HEAT TRACE AND INSULATE 1-12"V STAND ON WALL.INSTALL PER MFR INSTRUCTIONS Po.6, 19405 68TH DR NE 2"V(10 DFU) I HW DEAD LEG TO WITHIN B' I 1"CW(9 WSFU) ZC.NTRACTO11OWNERUNDERSTANDS LIMITED HOT O ---- — OF PUBLICLAVSPERWSEC WATER CAPACITY AND IS DIRECTINGHVENGINEERING ARLINGTON,WA 98223 EXISAN6 TBI "CWPROCEED WITH 10 GAI I IN 3000W WATER HEATER ROOM TO REMAIN 1-1/2"V WSFU) STE 3"V(26 DFU)POC TO EXIST li(E) MS-1 112"4 CW 12"CW 1-1/2"V W �� T� Prepared For VENT(VERIFY SIZE AND LOAD I I�i 0 1-1/2"V 1-1/2"V EWH-1 1-12"V COMPLIES WITH UPC)FIELD I ET-1 BOND PLUMBING VERIFY EXACT LOCATION EXISTING DRINKING — -- __ 19023 36TH AVE.W STE.G FOUNTAIN TO REMAIN I WC- 1 LYNWOOD,WA 98036 j L WS U) I 2"V(5 DFU)) STORAGE �__ ___ _ _ _ _ _ __ _ ttf TCRN,._'F (E)= (E) A �"CW —I PEX MANIFOLD WITH 1/2"HW PTO EACH FIXTURE F1 01 (7c1A) 10 i 2"VISDFu) H 101 ( DFU) I 12.CW PEX MANIFOLD WITH 1/2"HW PEX TO EACH FIXTURE 2 V(8 DFU) SKA I 11 1-12"V HEAT TRACE AND INSULATE DF-1 EXISTING 1500W 6 GALLON WATER HEAT R TO REMAIN EXTEND OF PUB l�L L* R EXISTING HOT WATER AND COLD WA ER TO NEW FIXTURES C404.3.1. THESE DRAWINGS WERE DEVELOPED FOR CONTRACTOR/OWNER UNDERSTAND LIMITED HOT WATER H 1 O 4 EXCLUSIVE USE BY BOND PLUMBING A DESIGN BUILD CONCEPT.THEY ARE TO BE USEE D ONLY CAPACITY FOR ADDITIONAL HOT W TER FIXTURES AND IS WITH WRITTEN PERMISSION OF BOND PLUMBING. DIRECTING HV ENGINEER!N TO RE-USE EXISTING FOR INFORMATION CONTACT:CURTIS BOND. P OFFICE OEFI CE H103 F102 PARTNER IN OMRGE DJ DJEr.,MANAGER BWRENGINEER PROJECT IE E... PMB BWR OPEN OFFICE ENGNEERBBEAU U H1 OW 02 R I Q'y M zd City of Arlington 30321 Building Department APPROVED Kevin Olander-01/06/2026 11-17-2025 TRUE Q No changes authorized unless approved by LEVEL 1 PLUMBING PLAN the Building Official II � II LLI M o E ND 2025.114 C0 RATE NOVEMBER 17,2025 SHEETNUMBER SCALE: THIS M11—T,AND LEVEL 1 PLAN REUSE OF DOCUMENTS VERIFY SCALE P2.01 �■0 114"=1'A"PLUMBING HE REAS AND DESIGNS INCORPORATED HEMN AN,AS INSTRUMENT as MEASURES ONE INCH ON A/ —FRAT.N. vENGINEERNS, "ERraaec.wm�ouTTHE waRTEx NOT TO rcc r LU COPYRIGHT,HV ENGINEERING,INC. on 0- 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 25-0066 Parcel # 31051400302400 Building ID BLDG-2592 Location 19405 68TH DR NE Permit Type Commercial Permit Use Plumbing Zone Permit # Subdivision Applicant Name Bond Plumbing, LLC Address 19023 36th Ave W, STE G, Lynnwood, WA 98036 Applicant Email office@bondplumbing.net Phone 3604033437 Cell Owner Name Weiss LLC/Coast Constr Address 3023 80TH AVE SE STE 201 MERCER ISLAND, WA, 98040 Owner Email Phone Cell Contractor Bond Plumbing, LLC Address Contractor Email office@bondplumbing.co Phone 425-672-8281 Cell m Property Inrormation Type/Improveme Alteration Accessory/Struct nt ure Current Use Proposed Use Current Zoning 3 Proposed Zoning Project Cost 59,000 Project Value 59,000 Current Use And Plumbing Alteration Proposed Changes Lot Width Lot Depth Map Number Total Area of Building & Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 5 August 3, 2026 04:43PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& 0 0 Setbacks Right & 0 0 Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 5 August 3, 2026 04:43PM WASHINGTON Contractors License# Business Name Type Contact 604 207 260 Bond Plumbing, LLC Plumbing Dale Menzies ©Community Development Online Portal Page 3 of 5 August 3,2026 04:43PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Weiss LLC/Coast Constr Owner 3023 80TH AVE SE STE 201 MERCER ISLAND, WA, 98040 WEISS COMPANY XI LLC Occupant 3023 80TH AVE SE STE 201 MERCER ISLAND WA 98040 Bond Plumbing, LLC Others 19023 36th Ave W, STE G, 360-403-3437 Lynnwood, WA 98036 Bond Plumbing, LLC Applicant 19023 36th Ave W, STE G, 360-403-3437 Lynnwood, WA 98036 Bond Plumbing, LLC Contractor 19023 36th Ave W STE G, 425-672-8281 Lynnwood, WA 98036 ©Community Development Online Portal Page 4 of 5 August 3, 2026 04:43PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees November 18, 2025 $0.00 $0.00 $690.77 $-690.77 T O T A L $0.00 $690.77 $-690.77 ©Community Development Online Portal Page 5 of 5 August 3,2026 04:43PM WASHINGTON Permit #25-0066 Location:19405 68TH DR NE Routing Details X Department: Permit Tech Intake Review - Deadline: November 25, 2025 - Approved:June 30, 2026 - Status: In Progress Permit Application #A25-0066 Location:19405 68TH DR NE - by Admin - Kristin Foster- Permit Technician II at November 18, 2025 03:47PM Status: Approved Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Admin - Kristin Foster City of Arlington Permit Technician II kfoster@arlingtonwa.gov 360-403-3545 Permit Application #A25-0066 Location:19405 68TH DR NE - by Admin - Kristin Foster- Permit Technician II at November 20, 2025 10:44AM Status: Approved Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Admin - Kristin Foster City of Arlington Permit Technician II kfoster@arlingtonwa.gov 360-403-3545 Permit #25-0066 Location:19405 68TH DR NE - by LaNay Hendrick- Permit Technician at June 24, 2026 04:1OPM Status: In Progress Activity Type: Application Sent @ Community Development Online Portal Page 1 of 5 August 3, 2026 04:44PM 4rtk( tot( WASHINGTON EXPIRATION NOTICE SENT LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0066 Location:19405 68TH DR NE- by Admin - Hannah Hardwick- Fire Permit Technician II at June 30, 2026 11:28AM Status: Approved Activity Type: Application Sent Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit #25-0066 Location:19405 68TH DR NE - by LaNay Hendrick- Permit Technician at July 13, 2026 10:12AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment and I'll provide a copy of your issued permit and approved documents. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0066 Location:19405 68TH DR NE - by LaNay Hendrick- Permit Technician at July 20, 2026 11:05AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. ©Community Development Online Portal Page 2 of 5 August 3, 2026 04:44PM WASHINGTON Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment and I'll provide a copy of your issued permit with extended date of expiration. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #25-0066 Location:19405 68TH DR NE - by LaNay Hendrick- Permit Technician at July 22, 2026 11:57AM Status: In Progress Activity Type: Application Sent Applicant did not pay extension fee. Permit has expired. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 ✓ Department: Building - Approved: January 6, 2026 - Status: Approved Permit Application #A25-0066 Location:19405 68TH DR NE - by Kevin Olander- Building Official at January 6, 2026 11:07AM Status: Approved Activity Type: Application Sent Kevin Olander City of Arlington Building Official kolander@arlingtonwa.gov 3604033433 Department: Permit Tech Final Approval - Deadline: December 29, 2025 - Approved: June 30, 2026 - Status: Expired Permit Application #A25-0066 Location:19405 68TH DR NE - by Admin - Kristin Foster- Permit Technician II at January 14, 2026 11:57AM Status: Approved Activity Type: Conditions @ Community Development Online Portal Page 3 of 5 August 3, 2026 04:44PM 4rtk( tot( WASHINGTON Admin - Kristin Foster City of Arlington Permit Technician II kfoster@arlingtonwa.gov 360-403-3545 Permit #25-0066 Location:19405 68TH DR NE- by Admin - Kristin Foster- Permit Technician II at January 14, 2026 11:58AM Status: Approved Activity Type: Conditions Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. Admin - Kristin Foster City of Arlington Permit Technician II kfoster@arlingtonwa.gov 360-403-3545 Permit #25-0066 Location:19405 68TH DR NE - by Admin - Hannah Hardwick- Fire Permit Technician II at June 30, 2026 11:29AM Status: Approved Activity Type: Expiration Notice Hello, This email is to inform you of the upcoming expiration date for this permit. Please ensure that an inspection has been requested and approved prior to the expiration date. If you are not ready an inspection prior to the expiration date, please email ced@arlingtonwa.gov requesting an extension.The request needs to state cause for the extension and requires approval by the Building Official once received. Additional fees may be required upon extension approval. Please log on to your account to request an inspection, or you can also call in an inspection request at 360-403-3417. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Manual Expired - Permit#25-0066 Location:19405 68TH DR NE- by LaNay Hendrick- Permit Technician at July 22, 2026 11:56AM Status: Expired Activity Type: Documents Review The following permit has been Expired manually. Permit#25-0066 Location:19405 68TH DR NE @ Community Development Online Portal Page 4 of 5 August 3, 2026 04:44PM WASHINGTON Record Actions New Permit Application #A25-0066 Location: 19405 68TH DR NE By Admin - Kristin Foster- Permit Technician II at November 18, 2025 03:09PM Hello, A new permit application has been submitted for review. Please login to your CIVICGov Web Application account and visit the link below to view the permit details. https://www.civicgov4.com/wa_arlington/permits/details/67 If you cannot click on the link above, please copy and paste the entire link in the browser address bar. Sincerely, CIVICGov Team. Condition #1 Added By Admin - Kristin Foster- Permit Technician II at January 14, 2026 11:57AM Condition: Inspections are required. Manual Expired - Permit #25-0066 Location:19405 68TH DR NE By LaNay Hendrick- Permit Technician at July 22, 2026 11:56AM The following permit has been Expired manually. Permit#25-0066 Location:19405 68TH DR NE ©Community Development Online Portal Page 5 of 5 August 3, 2026 04:44PM City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 26-0680 INVOICE Invoice Date:July 13, 2026 Account Number: 1907498473 Bill To: Bond Plumbing, LLC Invoice Questions? 19023 36th Ave W Phone: 360-403-3551 STE G Email: ced@arlingtonwa.gov Lynnwood, WA 98036 Invoice Due Date:July 13, 2026 Record Number: Permit 25-0066 Parcel Number: 31051400302400 Location: 19405 68TH DR NE Date Description Paid Date Amount Paid Balance July 13, 2026 Permit Extension Fee (006.322.10.00.01) $110.00 TOTAL: Permit Fees $110.00 $110.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by July 13, 2026 Number Number This Invoice 26-0680 1907498473 1$110.00 Bond Plumbing, LLC 19023 36th Ave W STE G Lynnwood, WA 98036 18204 59th Avenue NE • ' • 14 op Arlington, Washington 98223 to tt Phone: 360-403-3551 jNG� WASHINGTON C Commercial - Plumbing Permit Parcel:31051400302400 Permit#:25-0066 Permit Address:19405 68TH DR NE Date Issued:January 14,2026 Description of Work:Plumbing Alteration PERMIT EXPIRES 180 DAYS Valuation:$59,000 AFTER DATE OF ISSUANCE. Code Year:2021 OWNER APPLICANT CONTRACTOR Weiss LLC/Coast Constr Bond Plumbing,LLC Bond Plumbing,LLC 3023 80TH AVE SE STE 201 MERCER ISLAND,WA, 19023 36th Ave W,STE G,Lynnwood,WA 98036 425-672-8281 98040 office@bondplumbing.net office@bondplumbing.com registration_number:604 207 260 PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. It is unlawful to use or occupy a building or structure until a final inspection has been made and approval or a Certificate of Occupancy has been granted. This permit authorizes only the work noted and covers work to be done on private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a separate permit. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. CONDITIONS 1.) Inspections are required. INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. 010� 0000, Kevin Olander Building Official ASSOCIATED FEES Date Description Paid Date Amount Paid Balance November 18, Processing/Technology(320.341.43.00.02) $0.00 2025 November 18, Floor Drain(006.322.10.00.01) $0.00 2025 November 18, Plumbing Base Fee (006.322.10.00.01) $0.00 2025 November 18, Drinking Fountain (006.322.10.00.01) $0.00 2025 November 18, Lavatory(006.322.10.00.01) $0.00 2025 November 18, Plumbing Commercial Plan Review(006.345.83.00.02) $690.77 2025 November 18, Toilets (006.322.10.00.01) $0.00 2025 November 18, Sink(bar, service, etc.) (006.322.10.00.01) $0.00 2025 November 18, Plumbing Misc. (006.322.10.00.01) $0.00 2025 TOTAL: Permit Fees $690.77 $690.77 Credit/Debit Card 53 Payment Successful December 3, 2025 $690.77 $0.00 City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 25-0053 INVOICE Invoice Date: November 18, 2025 Account Number: 3900954260 Bill To: Invoice Questions? Bond Plumbing, LLC Phone: 360-403-3551 19023 36th Ave W STE G Lynnwood, WA 98036 Email: ced@arlingtonwa.gov Invoice Due Date: November 18, 2023 Record Number: Permit A25-0066 Parcel Number: 31051400302400 Location: 19405 68TH DR NE Date Description Paid Date Amount Paid Balance November 18, Plumbing Commercial Plan Review(006.345.83.00.02) $690.77 2025 TOTAL: Permit Fees $690.77 $690.77 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by November 18, 2025 Number Number This Invoice 25-0053 3900954260 1$690.77 Bond Plumbing, LLC 19023 36th Ave W STE G Lynnwood, WA 98036