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APPROVED BLD BLD2021-0033+Plumbing_Plan+1.8.2021_3.06.42_PM+1981497r— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -I PlumbingOnly ; ----------------------------------------------------- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SD— I I I I I I I I I I I I I I I I -------- --- I I I I I I I I I I I I I I Davton Street APPROVED PLANS MUST BE ON JOB SITE FTTrff[1111� Ila ))))))I Wit . I 550 MAIN STREET EDMONDS, WASHINGTON 98020 City Of Edmonds Building Department Work PLUMBING Address 550 MAIN ST -------------------- Owner MANI STREET COMMONS LLC Approved Dater 1-26-2021 Building Official Eric, Carfer Permit Number BLD2021 ❑0033 ----------------------------- I I I 0 � I I 0 I I I N 20 0 10 20 40 Scale 1"=20' w —SD_ w PROJECT INFORMATION SITE ADDRESS: 550 MAIN STREET EDMONDS, WASHINGTON 98020 PARCEL NUMBER: 004342-120-015-00 AND 004342-120-017-00 (BEING COMBINED UNDER SEPARATE APPLICATION) LEGAL DESCRIPTION: LOTS 15 AND 16, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AN D; LOTS 17, 18, 19 AND 20, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. COMBINED LOT SIZE: 19,791 SF BLDG SQ FT PER FLR: WEST BUILDING: LOWER FLR 874 SF, MAIN LEVEL 6,573 SF, UPPER LEVEL 2,060 SF = 9,507 SF TOTAL EAST BUILDING: MAIN LEVEL 3,173 SF, UPPER LEVEL 2,523 SF = 5,660 SF TOTAL BUILDING LOT COVERAGE: WEST BUILDING: 7,464 SF EAST BUILDING: 3,668 SF TOTAL: 11,132 SF OR 56.25% OF 19,791 SF LOT SCOPE OF WORK: PHASE 1 INCLUDES WEST BUILDING: RENOVATION OF (E) STRUCTURE, CHANGE OF USE FROM RETAIL (M) TO ASSEMBLY (A-2). (E) BASEMENT STORAGE AREA (S-1) TO REMAIN. EXTERIOR ALTERATIONS TO EXISTING BUILDING TO DEMOLISH (E) ENTRY & ROOFTOP PARAPETS, ADD 2 NEW ENTRIES. INTERIOR ALTERATIONS INCLUDE DEMOLISHING (E) MEZZANINE LEVEL & MOST INTERIOR PARTITIONS, ADD NEW 2ND LEVEL FLOOR & DORMER. ALL EXTERIOR DOORS & WINDOWS ARE TO BE REPLACED. A NEW PEDESTRIAN PLAZA IS CREATED WITH LANDSCAPING & ART PANEL WITH STAGE. PHASE 2 INCLUDES NEW 2—STORY EAST BUILDING, COMPLETION OF PEDESTRIAN ART ALLEY & ART PANELS. DEFERRED SUBMITTALS NOT INCLUDED IN THIS APPLICATION: FINAL TENANT IMPROVEMENTS, PLUMBING, HVAC, ELECTRICAL, COMMERCIAL HOOD/HOOD FIRE SUPPRESSION, FIRE ALARM SYSTEM, AUTOMATIC SPRINKLER SYSTEM DESCRIPTION OF PROPOSED BUSINESS: TO BE DEFERRED UNTIL APPLICATION FOR FINAL TENANT IMPROVEMENT ZONING: BD1 UTILITY PROVIDERS SNOHOMISH COUNTY PUD COMCAST: PUBLIC UTILITY DSITRICT ##1 CONTACT: JOHN WARRICK CONTACT: MARY McALLISTER (425) 263-5328 1# CONFIRMATION #: 91462 CO2NFIRMATION 550 MAIN ST ED CITY OF EDMONDS PUGET SOUND ENERGY: (WATER, SEWER AND STORMWATER): CONTACT: KEVIN WILLIAMS CONTACT: (425) 771-0220 1-888-321-7779 CONFIRMATION #: NOT APPLICABLE CONFIRMATION #:508639968 FRONTIER: CONTACT: JEREMY FALLT (425) 263-4024 CONFIRMATION #: NOT APPLICABLE PROJECT TEAM OWNER: MIKE MCMURRAY, SEATTLE—SNOHOMISH MILL COMPANY, INC. 533 5TH AVE S EDMONDS, WA 98020 GECK08080@GMAIL.COM (425) 263-2474 ARCHITECT & CONTACT PERSON: DAVID DIMARCO, DIMARCO ARCHITECTURE 1319 E HOWELL STREET SEATTLE, WA 98122 ARCHITECT@ICLOUD.COM (206) 355-6795 BUILDING ENVELOPE ENGINEER: TELMAN GASANOV, BUILDING ENVELOPE ENGINEERING 170 W DAYTON STREET, SUITE 206 EDMONDS, WA 98020 TELMAN©BEE—ENGINEERS.COM (425) 672-3900 CIVIL ENGINEER: LAURIE PFARR, LPD ENGINEERING LLC 1932 FIRST AVE, SUITE 201 SEATTLE, WA 98101 LAURIEP@LPDENGINEERING.COM (206) 725-1211 GEOTECHNICAL ENGINEER: SIEW TAN, PAN GEO INCORPORATED 3213 EASTLAKE AVE E, SUITE B SEATTLE, WA 98102 STAN@PANGEOINC.COM (206) 262-0370 LANDSCAPE ARCHITECT: KAREN KIEST, KAREN KIEST LANDSCAPE ARCHITECTS 111 WEST JOHN ST, SUITE 306 SEATTLE, WA 98119 KKIEST@KK—LA.COM (206) 323-6032 MECHANICAL ENGINEER: NATHAN BYERS, SIDER + BYERS 192 NICKERSON ST, SUITE 300 SEATTLE, WA 98109 NATHAN@SIDERBYERS.COM (206) 285-2966 STRUCTURAL ENGINEER: DAN FENTON, QUANTUM CONSULTING ENGINEERS 1511 3RD AVENUE #323 SEATTLE, WA 98101 DFENTON@QUANTUMCE.COM (206) 957-3903 CONTRACTOR: SEAN GIUDICE, BUILD LOVE GLOBAL LLC 6502 26TH AVENUE NW SEATTLE, WA 98177 SEANGIUDICE©GMAIL.COM (206) 579-1575 WA STATE LICENSE #BUILDLG684KO SURVEYOR: BRENT EBLE EMERALD LAND SURVEYING INC 14407 63RD DRIVE SE SNOHOMISH WA 98296 425-359-7198 VICINITY MAP NOT TO SCALE mapleWoptt Park' a a �4 199Lr5i rn Fdiiwond ,- � � Cacr,mslaol r-qlrissr CAV0165 r M3 lewovd Parent :4gh3, a1V C4Elege :su PROJECT SITE W nadlUt CnUroh p �aza,t3w N o Cooperative a V ILLy N r w fira�kett'S THE BOWL y g :1 a g Cily of Lynnwood g SS L9ndin OF EDMONDS '� .o:nesrsw r Auflkci al GoiiCourse 5 7o7nd Pl :lt K hereine C4hlwo _ `+ # m x r K iF-,I LISOf - Fdm Otis �ill�'r � S n !41rJ Si Syr' dt� t,ds KIngstonF,r F4rtl1 rlS r�ti'S• ass CIb51 s' IRMOfudge i 1 1h575;4 '..,Pkik -aa1 BracKe�l's u i .rrr i Phan St Landing North � ; GIvIC Cetlrer 'dl�:rt R-vlrrs>a D�Ins:t Gvsa1 �y Rnryr'S of F43mnnos Rtayfield 21MMP1SIN Col leige Place !r Svulh DLWiwi 7 a P,u?GI9eR Middle School Edmand's Kingston Pr ferry Z1: Baoth g x [JnrtedtCte ; Q Pastal Service Edmonds 55a M8I11. street E? 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Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISI❑N DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icioud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirmingg and correlating dimensions at the job sife. The Architecf will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave Suite 201 Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 ngineering pile www.lpdengineering.c RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 2020.07.17 COVER col ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE PLUMBING SYMBOLS LEGEND LINETYPE LEGEND PIPE VALVES AND SPECIALTIES EXISTING P-1 PLUMBING EQUIPMENT NEW WORK DARK/HEAVY PIPING SYSTEM LABELS O MEDICAL TAG --- CW--- COLD WATER ----HW---- HOT WATER DETAIL NUMBER (140) ---- HOT WATER (TEMPERATURE) M-1 SHEET HWC HOT WATER CIRCULATING O FLAG NOTE SD STORM DRAIN PUMPED WASTE 10 REVISION TAG WASTE (BURIED) W WASTE (ABOVE GRADE) GW GREASE WASTE 1 PLUMBING RISER NO. P-1 SHEET --- V --- VENT RL RAINLEADER 1 SECTION NUMBER OD OVERFLOW DRAIN SHEET NUMBER --- NPW --- NON -POTABLE COLD WATER G OR P NATURAL GAS OR PROPANE F FIRE SERVICE PIPE VALVES AND SPECIALTIES — DIRECTION OF FLOW GATE VALVE CA COMPRESSED AIR GLOBE VALVE DI DIONIZED WATER NON RISING STEM VALVE V VACUUM RISING STEM GATE VALVE C CONDENSATE BALANCING VALVE (CIRCUIT SETTER) PC PUMPED CONDENSATE '1L' AUTOFLOW VALVE II SLOPE SYMBOL CHECK VALVE (X' PER FOOT) ��� BALL VALVE PIPE FITTINGS PRESSURE REDUCING VALVE PIPE DOWN SOLENOID VALVE PIPE UP / TEE UP PRESSURE GAUGE v TEE DOWN THERMOMETER UNION STRAINER PIPE ANCHOR POINT SAFETY VALVE PIPE GUIDE PIPING FLEXIBLE CONNECTIONS FLANGE N BUTTERFLY VALVE ] CAP OR ] CAP DRAINS AND CLEANOUTS HOSE BIBB DOUBLE CHECK VALVE FLOOR SINK lzN ® FLOOR DRAIN\� RPBA ® HIDDEN FLOOR DRAIN TRIPLE DUTY VALVE ROOF DRAIN rr BALL VALVE MANUAL LEVER OVERFLOW DRAIN O FLOOR CLEANOUT "L' GLOBE VALVE MANUAL LEVER IrQ GRADE CLEANOUT � BALANCE VALVE TRENCH DRAIN (PRESSURE INDEPENDENT) PUMP I WALL CLEANOUT UP TO CLEANOUT �M METER FUNNEL DRAIN O METER STANDPIPE FUNNEL DRAIN PLUMBING NOTES 1. PLUMBING FIXTURES SHALL BE DESIGNED OR EQUIPPED TO MEET FOLLOWING MAXIMUM WATER USE EFFICIENCY STANDARDS: A. WATER CLOSETS (TANK STYLE OR FLUSH VALVE). 1.28 GPF B. SHOWER HEADS 1.5 GPM C. RESIDENTIAL LAVATORY FAUCETS. 1.5 GPM D. PUBLIC LAVATORY FAUCETS. 0.5 GPM E. KITCHEN SINK FAUCETS 1.5 GPM SINK AND LAVATORY DRAINS SHALL BE CHROME PLATED 17 GA. BRASS TUBING BY ENGINEERED BRASS, DEARBORN BRASS OR BRASSCRAFT. PROVIDE INSULATED P-TRAP AND SUPPLY COVERS (TRUEBRO OR EQUAL) AT ALL EXPOSED P-TRAPS AND SUPPLIES PER A.D.A. STANDARDS. 2. PLUMBING FIXTURE MOUNTING SHALL COMPLY WITH CONTRACT DOCUMENTS, ADA, AND WASHINGTON STATE ACCESSIBILITY CODE. 3. INSTALL WATER HAMMER ARRESTORS ON HOT & COLD WATER PIPING OF EACH FIXTURE GROUP AND AT ALL FIXTURES W/QUICK ACTING VALVES. UNITS SHALL BE ZURN "SHOKTROLL" OR EQUAL. SELECT UNIT SIZE AND LOCATION PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORD WITH PDI STANDARD WH-201. PROVIDE ACCESS PANELS AT ARRESTORS ABOVE GWB CEILINGS. ALL ACCESS PANELS AND DOORS SHALL BE ELMDOR FAB. STEEL SLK SERIES OR EQUAL WITH 14 GAUGE DOOR AND FRAME. PROVIDE WITH CYLINDER LOCK, CONTINUOUS PIANO HINGE AND PRIME COATED READY FOR PAINTING. 4. COLD WATER AND HOT WATER PIPING SHALL BE INSULATED AND ROUTED FULL SIZE WITH APPROPRIATE SIZE REDUCTION AT POINT OF CONNECTION TO FIXTURE. 1/2" WATER LINE LIMITED TO 10'-0" DISTANCE FROM FIXTURE. "DEAD -LEGS" OR "FUTURE" STUBS ON ACTIVE POTABLE WATER LINES SHALL BE LIMITED TO 4" TO PREVENT STAGNANT WATER CONDITIONS. 5. INSTALL WATER PIPING ON WARM SIDE OF BUILDING INSULATION. SEE SPEC. FOR INSULATION SYSTEMS. SEE DWGS. FOR ELEC. HEAT TRACE REQUIREMENTS. SEE PLUMBING DETAILS FOR PIPE HANGER STYLE. SEE SPEC. FOR HANGER SPACING. 6. WHEN CONNECTING TO EXISTING BURIED WASTE PIPING VERIFY PROPER FLOW CONDITIONS BEFORE COVERING. BURIED WASTE & VENT PIPING SHALL BE MIN. 2" DIA. & SLOPED 1/4"/FT., UNLESS OTHERWISE NOTED. PVC OR ABS PIPING SHALL BE USED ONLY IF APPROVED BY ADMINISTRATIVE AUTHORITY, SEE SPECIFICATIONS FOR FURTHER INFO. IF 7. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS EXCEPT IN SHOWER STALLS OR OTHERWISE NOTED ON DWGS. CONTRACTOR SHALL INSTALL ACCESS PANELS WHERE PRIMERS ARE CONCEALED IN WALLS. 8. COORDINATE VENT THROUGH ROOF (VTR) LOCATIONS WITH HVAC UNITS. MAINTAIN MIN. 10'-0" CLEARANCE. OFFSET VTR AS NECESSARY. COORDINATE PIPE ROUTING WITH HVAC AND SPRINKLER CONTRACTORS. 9. SITE WATER PRESSURE IS AVAILABLE ON CIVIL PLANS. 10. RISER DIAGRAMS & PLANS DO NOT SHOW SOME PIPING OFFSETS REQUIRED FOR STRUCTURAL CLEARANCES. EXACT ROUTING MAY VARY FROM THAT INDICATED. ALL WASTE PIPING INCLUDING RISERS ON RESIDENTIAL LEVELS TO BE CAST IRON. 11. PROVIDE ELECTRIC HEAT TRACE UNDER PIPING INSULATION FOR ALL WATER PIPING INSTALLED IN UNHEATED GARAGE SPACES. 12. ALL LEVER CONTROLLED WATER CLOSETS TO BE INSTALLED WITH THE LEVER ON THE OPEN SIDE OF THE BATHROOM. ENERGY CODE NOTES 1. SEE SCHEDULE FOR WATER HEATER EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. MINIMUM EFFICIENCY SHALL MEET TABLE C404.2 2. PUBLIC LAVATORIES SHALL BE EQUIPPED WITH AN ASSE 1070 MIXING VALVE SET TO DELIVERY 110 F HOT WATER. 3. NONCIRCULATING HOT WATER SYSTEMS WITHOUT AN INTEGRAL HEAT TRAP SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING. 4. ELECTRIC WATER HEATERS IN UNCONDITIONED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON INCOMPRESSIBLE R-10 INSULATION. 5. PROVIDE PIPE INSULATION PER ENERGY CODE SECTION C403.2.9 AND SPECIFICATION. 6. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, SUNLIGHT, MOISTURE AND WIND. PROVIDE JACKET AND ALUMINUM COVERS. ADHESIVE TAPE IS NOT PERMITTED. 7. ALL PIPE AND WRAP INSULATION SHALL BE LABELED WITH ITS THICKNESS AND INSULATING VALUE (R OR K). 8. - - - - - _ _..__ 'T 9. CIRCULATING HOT WATER PUMPS OR HEAT TRACE SHALL BE EQUIPPED WITH AUTOMATIC TIMERS. ABBREVIATIONS ACT ACOUSTICAL CEILING TILE MBH 1000 BRITISH THERMAL UNITS PER HOUR ADA AMERICANS WITH DISABILITIES ACT MED MEDIUM ADJ ADJUSTABLE MEP MECHANICAL, ELECTRICAL, PLUMBING AFF ABOVE FINISHED FLOOR MEZZ MEZZANINE AFG ABOVE FINISHED GRADE MIN MINIMUM ALT ALTERNATE MISC MISCELLANEOUS AP ACCESS PANEL APPROX APPROXIMATE N/A NOT APPLICABLE ARCH ARCHITECTURAL/ARCHITECT NC NORMALLY CLOSED AS AIR SEPARATOR NEG NEGATIVE AUX AUXILIARY NIC NOT IN CONTRACT NOM NOMINAL BFF BELOW FINISHED FLOOR NPC NON -POTABLE COLD WATER BFG BELOW FINISHED GRADE NPCW NON POTABLE COLD WATER BHP BRAKE HORSE POWER NPH NON -POTABLE HOT WATER BLDG BUILDING NPHR NON -POTABLE HOT WATER RETURN BOP BOTTOM OF PIPE NPT NATIONAL PIPE THREAD BTU BRITISH THERMAL UNIT NTS NOT TO SCALE BTUH BRITISH THERMAL UNIT PER HOUR OD OUTSIDE DIAMTER/OVERLOW DRAIN CA COMBUSTION AIR OFCI OWNER FURNISHED CONTRACTOR INSTALLED CLG CEILING OFOI OWNER FURNISHED OWNER INSTALLED CMU CONCRETE MASONRY UNIT ORD OVERFLOW ROOF DRAIN CO CLEANOUT ORL OVERFLOW RAINWATER LEADER COND CONDENSATE CW COLD WATER AP PRESSURE DIFFERENTIAL CX CONNECT TO EXISTING PD PLANTER DRAIN; PRESSURE DROP dB DECIBEL PERF PERFORATED DCVA DOUBLE CHECK VALVE ASSEMBLY PH PHASE DDCV DOUBLE DETECTOR CHECK VALVE PIV POST INDICATOR VALVE DDCVA DOUBLE DETECTOR CHECK VAVLE ASSEMBLY PLBG PLUMBING DF DRINKING FOUNTAIN PRESS PRESSURE DFU DRAINAGE FIXTURE UNIT PRV PRESSURE REDUCING VALVE DHW DOMESTIC HOT WATER PSF POUNDS PER SQUARE FOOT DHWC DOMESTIC HOT WATER RECIRCULATION PSI POUNDS PER SQUARE INCH 0 OR DIA DIAMETER PSIG POUNDS PER INCH GAUGE DN DOWN DWG(S) DRAWING(S) QTY QUANTITY DWV DRAIN, WASTE, VENT RD ROOF DRAIN EA EACH READ REQUIRED EEW EMERGENCY EYEWASH RL RAIN WATER LEADER EFF EFFICIENCY RIM ROOM ELEV ELEVATION RPBP REDUCED PRESSURE BACKFLOW PREVENTER EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE ES EMERGENCY SHOWER RLX RELOCATE EXISTING ET EXPANSION TANK RV RELIEF VALVE EX EXISTING/EXISTING TO REMAIN RX REMOVE EXISTING EXP EXPANSION S SINK FC FAIL CLOSED S STORM FCO FLOOR CLEANOUT SCFM STANDARD CUBIC FEET PER MINUT FD FLOOR DRAIN SD STORM DRAIN FDC FIRE DEPARTMENT CONNECTION SF SQUARE FOOT FF FINISHED FLOOR SFU SUPPLY FIXTURE UNIT FLA FULL LOAD AMPS SH SHOWER FM FORCE MAIN S.O.V. SHUTOFF VALVE FO FAIL OPEN SPEC SPECIFICATION FP FIRE PROTECTION S/S, OR SS STAINLESS STEEL FPM FEET PER MINUTE STD STANDARD FPS FEET PER SECOND SYM SYMBOL FS FLOOR SINK FSZV FIRE SPRINKLER ZONE VALVE ASSEMBLY T&P TEMPERATURE AND PRESSURE RELIEF VALVE FT FEET/FOOT TBD TO BE DETERMINED FTG FOOTING TD TRENCH DRAIN FV FLUSH VALVE TEMP TEMPERATURE TOB TOP OF BEAM G NATURAL GAS TOC TOP OF CONCRETE GA GAUGE TOD TOP OF DECK GAL GALLON TOJ TOP OF JOIST G.C. GENERAL CONTRACTOR TOS TOP OF SLAB/TOP OF STEEL GCO GRADE CLEANOUT TP TRAP PRIMER GD GARAGE DRAIN T&P TEMPERATURE & PRESSURE GPF GALLONS PER FLUSH TYP TYPICAL GPH GALLONS PER HOUR GPM GALLONS PER MINUTE UL UNDERWRITERS LABORATORY GW GREASE WASTE LINO UNLESS NOTED OTHERWISE UR URINAL H HEIGHT HB HOSE BIBB V VENT(S) HBVB HOSE BIBB VACUUM BREAKER V VOLT HD HEAD VERT VERTICAL HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE HS HAND SINK VIB VALVE -IN -BOX HW HOT WATER VTR VENT THROUGH ROOF HX HEAT EXCHANGER W WASTE/WATER IE INVERT ELEVATION W/ WITH IN INCH/INCHES W/IN WITHIN W/O WITHOUT KW KILOWATT/KILOWATTS WC WATER CLOSET WCO WALL CLEANOUT LAV LAVATORY WH WATER HEATER LBS POUNDS WPD WATER PRESSURE DROP LF LINEAL FOOT WT WEIGHT LTG LIGHTING LWT LEAVING WATER TEMPERATURE YCO YARD CLEANOUT DESIGN -BUILD NOTES: THIS PROJECT IS DESIGN/BUILD. THESE PLANS ARE "DD" LEVEL IN NATURE. FINAL DESIGN, CALCULATIONS, AND CONSTRUCTION OF ALL DIVISION 21, 22, AND 23 SYSTEMS IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR. SEE DESIGN/BUILD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. i DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons East & West Buildings 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement In writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture N lk4z�y MECHANICAL+ ELECTRICAL ENGINEERS 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 J Q m C/) LU J 0- Z C) Ow L LJ U � Z LU L LJ LL 0� LU LU 0 LL LUQ U) Ow LL 75 RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 5/8/2019 PERMIT SET COVER SHEET MO.2 Printed: 2/1/19 PLUMBING FIXTURE SCHEDULE MARK ITEM WC-1 WATER CLOSET SEAT FLUSH VALVE WC-2 WATER CLOSET (ADA) SEAT FLUSH VALVE U R-1 WAT E R CLOSET (ADA) FLUSH VALVE LAV-1 LAVATORY (ADA) FAUCET LAV-2 LAVATORY (ADA) FAUCET S-1 SINK FAUCET DRAIN FD-1 FLOOR DRAIN HB-1 EXTERIOR HOSE BIBB RD-1 ROOF & OD-1 OVERFLOW DRAIN ASSEMBLY DD-1 DECK DRAIN MFR: MODEL DESCRIPTION KOHLER: FLOOR -MOUNT, ELONGATED BOWL, 15-1/4" HIGH BOWL, K-96053 1.28 GPF, TOP SPUD, WHITE. BEMIS WHITE PLASTIC, OPEN FRONT, W/O COVER. 1955 C SLOAN : 1.28 GPF. INSTALL WITH FLUSH LEVER ON THE OPEN SIDE ROYAL 111-1.28 OF THE RESTROOM. KOHLER: FLOOR -MOUNT, ELONGATED BOWL, 16-5/8" HIGH BOWL, K-96057 1.28 GPF, TOP SPUD, WHITE, ADA. BEMIS WHITE PLASTIC, OPEN FRONT, W/O COVER. 1955 C SLOAN : 1.28 GPF. INSTALL WITH FLUSH LEVER ON THE OPEN SIDE ROYAL 111-1.28 OF THE RESTROOM PER ADA REQUIREMENTS. TOTO WALL MOUNT, WIDTH 13", LENGTH 14", ADA COMPLIANT, VIT. CHINA, UT104E#01 SLOAN: 0.125 GPF FLUSH VALVE 186-0.125 KOHLER: 20-7/8" X 14-3/8" X 8-1/8", UNDERMOUNT SINK, K-2214-0 VIT. CHINA, ADA COMPLIANT DELTA SINGLE LEVER, METAL CONSTRUCTION, ADA COMPLIANT, 500-DST 0.5 GPM, WATERSENSE KOHLER: 21 1/4" X 18 1/8", WALL MOUNT, VIT. CHINA, 4' CTRS, 2005-0 WHITE. INSTALLED TO ADA COMPLIANT HEIGHTS AND WITH COMPLIANT INSULATION ON DRAIN AND WATER PIPING. DELTA SINGLE LEVER, METAL CONSTRUCTION, ADA COMPLIANT, 500-DST 0.5 GPM, WATERSENSE ELKAY: 25"X22"X6" DEEP, SINGLE COMPARTMENT, #18 GAUGE LR2522 STAINLESS STEEL, SELF -RIMMING SOUND DEADENED, CHICAGO: 9" HIGH X 5" SWINGING GOOSENECK, 2.0 GPM, 786-ABCP LEVER HANDLES. CRUMB CUP STRAINER JAY R. SMITH: 2" C.I. BODY, 5" SQ. ADJ. NICKEL BRONZE STRAINER, 2010-PO50-U PROVIDE TRAP PRIMER TAPPING TRAP PRIMER FOR ALL INSTALLATIONS EXCEPT SHOWERS AND DRAINS TO OWS. REFER TO FLOOR DRAIN DETAIL FOR DRAIN CONST. AND/OR COVERING. WOODFORD 19 FREEZE -PROOF, AUTOMATIC DRAINING. WHEEL HANDLE. JAY R. SMITH RD-1 AND OD-1 ARE A COMBINED ROOF AND OVERFLOW DRAIN ASSEMBLY FOR INSTALLATION AS A PAIR. ALUMINUM DOME AND UNDERDECK CLAMP. JAY R. SMITH DECK DRAIN ASSEMBLY, UNDER -DECK CLAMP, SQUARE BRONZE TOP. HEAT RECOVERY VENTILATOR SCHEDULE MARK MAKE MODEL SUPPLY EXHAUST HEAT EXCHANGER (WINTER) ELECTRICAL dB,A-"'rLBS IINT• NOTES EAT LAT CFM ESP HP CFM ESP HP MATERIAL (OSA /INDOOR) EFF. MCA VOLT / PH HRV GREENHECK MINICORE-5-VG 400 0.5 0.25 400 0.5 0.25 RESIN 24.5/70 62.9/31.6 77.8% 6.4 115 / 1 PH 60.1 230 ALL N SUPPLY AND EXHAUST MOTORS TERS A. PROVIDE WITH TIME CLOCK TO RUN DURING OCCUPIED HOURS B. HANGING NEOPRENE ISOLATION FAN SCHEDULE MARK SERVES FAN LIRCATED MAKE MODEL TYPE CFM ESP INCHPe RPM HP (WATTS) ELEC VOLT/PH WT. LBS MAX SONES (DBA) NOTES: EF-1 PUBLIC WASHROOMS ALL,PANASONIC FV-0511VK2 CEILING 110 0.25 1180 (15.4) 120 / 1 15 0.8 1,2 NOTES: 1. RUNS AT SCHEDULED CFM ON INTEGRAL MOTION SENSOR. 2. BACKDRAFT DAMPER ROOFTOP UNIT SCHEDULE FAN COOLING -DX HEATING (GAS) ELECTRICAL MARK MAKE MODEL SERVES SUPPLY AIR HP BHP TO MBH SENSIBL MBH EAT D B OAT DB SEER/ (IEER) EER INPUT MBH OUTPUT MBH AFUE VOLT. / PH MCA WT. LBS. NOTES: CFM ESP RTU-1 TRANE YHC092 WEST BLDG - T1 3000 0.75 3.0 .83 94.8 73.8 80 / 67 85 (12.7) 11.2 120 96 81 208 / 3 39.0 1200 1-10, 12,13 A, B RTU-2 TRANE YSC036 WEST BLDG - T3 1200 0.75 XO 0.55 37.1 29.9 80 / 67 85,, 14.0 12.0 80 64.8 81 208 / 3 20 700 1-10, 12, A, B RTU-3 TRANE YSC036 EAST BLDG SECOND FLOOR 1200 0.7 0.75 0.55 37.1 29.9 80 / 67 85 14.0 12.0 80 64.8 81 208 / 3 20 700 1-11, A, B RTU-3 TRANE YSC036 EAST BLDG SECOND FLOOR 1200 0.75 0.75 0.55 37.1 29.9 80 / 67 85 1 12.0 80 64.8 81 208 / 3 20 700 1-11, A, B NOTES: 1. SPRING ISOLATION CURB "MASON RSC" 2. NO OUTSIDE AIR 3. 2" FARR 30/30 FILTERS (MERV 8) 4. NOT USED 5. R-41 OA 6. POWERED CONVENI E OUTLET 7. ECM MOTOR 8. SCROLL CO ESSOR 9. SINGLE P NT ELECTRICAL CO CTION 10. SINGLE -STAGE HEAT 11. SIDE SUPPLY 12. DOWNFLOW SUPPLY AND RETURN 13. FACTORY SMOKE DETECTOR A. PROVIDE W/ CONTROL PACKAGE, 24 VOLT TRANSFORMER B. CYCLE FANS OFF WHEN THERE IS NO CALL FOR HEATING OR COOLING. SPLIT SYSTEM HEAT PUMP / VRF SCHEDULE DOOR UNIT OUTDOOR UNIT MARK MAKE MODEL SUPPLY COOLING ELECTRICAL SOUND LEVEL dBA OP. WT. LBS. MARK MAKE MODEL SEER (EER) HSPF AT 47 F (COP) ELECT h CAL dbA OP. WT. LBS. NOTES: TOTAL CFM ESP W.C. TOTAL BH SENS MBH EAT DB / WB OAT DB HEATING MBH OUTPUT @ 17 OAT VOLT / PH MCA VOLT / PH M HP-T2 MITSUBISHI PVA-A36AA7 1120 36.0 32.0 80 / 67 95 42.0 208/230 / 1 5.50 38 85 CU-T2 MITSUBISHI PUZ-A36NKA7 19.3 9.5 208/230 / 1 25 53 230 1, 3, 4, 5 BC-1 MITSUBISHI CMB-P108NU-HA1 - - - - - - - 208/230 / 1 1.45 - 140 CU-1 MITSUBISHI PURY-P120TLMU-A (14.7) (3.52) 208/230 / 1 42 60 750 1,2 HP-1A MITSUBISHI PKFY-P181\1H - 2 370 - 18.0 15.0 80 / 67 95 20.0 208/230 / 1 0.38 45 35 4, 5 HP-1 B MITSUBISHI PKFY-P NHMU-E2 370 - 18.0 15.0 80 / 67 95 20.0 208/230 / 1 0.38 45 35 4,5 HP-2A MITSUBISHI FY-P18NHMU-E2 370 - 18.0 15.0 80 / 67 95 20.0 208/230 / 1 0.38 45 35 4, HP-213 MITSUBISHI PKFY-P18NHMU-E2 370 - 18.0 15.0 80 / 67 95 20.0 208/230 / 1 0.38 45 35 4, 5 HP-3 MITS S H I PKFY-P24NKMU-E2 920 - 24.0 21.0 80 / 67 95 27.0 208/230 / 1 0.63 49 50 4, 5 HP-4 ITSUBISHI PKFY-P24NKMU-E2 920 - 24.0 21.0 80 / 67 95 27.0 208/230 / 1 0.63 49 50 4, 5 NOTES: 1. MANUFACTURER'S DIGITAL CONTROL SYSTEM WITH AE-200 CENTRAL CONTROLLER. 2. CONTROL POWER SUPPLY UNIT. 3. 1" PLEATED MERV 8 FILTER IN MITSUBISHI FILTER BOX. 4. PROVIDE SMART MA CONTROLLER FOR EACH INDOOR UNIT 5. PROVIDE WITH CONDENSATE PUMP. Mechanical equipment not part of this submittal DESIGN -BUILD NOTES: THIS PROJECT IS DESIGN/BUILD. THESE PLANS ARE "DD" LEVEL IN NATURE. FINAL DESIGN, CALCULATIONS, AND CONSTRUCTION OF ALL DIVISION 21, 22, AND 23 SYSTEMS IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR. SEE DESIGN/BUILD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. i DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons East & West Buildings 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement In writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture N lk4z�y MECHANICAL+ ELECTRICAL ENGINEERS 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 J Q m C/) >_ Lu J 0- Z C) Ow LLJ U � Z LU LLJ LL 0� LI LI 0 LL W Q U) Ow LL 2 RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 5/8/2019 PERMIT SET SCHEDULES M0.3 Printed: 2/1/19 M S R 0 ❑ 1�4-- A� 151 sq f't (:D-- - - - H R R 1111 H-- A 110 Sq ft (:D-- - - - - - (D-- - - - - - T� — ---- = ______---- I � / I IIIIIII ` / I IIIIIII \ X / I IIIIIII / \ I I I I I � IIIIIII I/ \ � IIIIIII / \ —— ----_ LL L 1 IIT / T I / L I EX 6" I I I II I IIII I � I I I II II I I F -1 I I I I I II I I Irl-71 II L-- J I�----- " I IIII II I � I ' LL L r= I �I I II I I I I II I OI ____________ II L =I_-J___L=1�--J_ II ����r_______rt______� ___ I II II I � ------ -- -------------------------- - -- _----_----__ � _ _-_--_-----__ _______ --_- ---- __ _=_____ ____=_ - 1 I I II III I � I II III I I I I I I II I III I I I I I I H ,3------- — — — —— --- — II 1 / RX FIRE RISER \ I � � I I I � L�II IIII I �ZTT TTTT �TTTTT�I--------------------------- ------ \ Itl — �T—_____________ 111-t— -T--I--_-----_--------------_- - - - - -- I%-� I I I I 11I1/RIISEC7 1 /�)+�_�++ 11 I I (IIIIIII 1 • • j I I I I 16 RIU NI C 1� / "j) I I I I I I II I 11�III IIII 1 I I � I III I I I I I I 11 1 I I I I I I I I � I III I I ��IIIIIII I -L3 LL����J 1 II I 111111111 ` - - - - - - 1 II I I 111111111 I� 1 I I� �� I II I I 1�III1111 I �FF +87,_1„1 1 111 II i 1�1111111 PIP C❑ C 1 11 111111111 I I I 1�1111111 1 I I ��❑❑R i II I I 111111111 1 � i\\ 1 I 1 11 I I 111111111 I I ► I I ----------- REMOVE ALL EXISTING HVAC EQUIPMENT AND CONTROLS COMPLETE x I x I I \ J I I I 1 I I I i I Ii� II I I I I 1 1 II II I I I 1 1 1� I I 1�III1111 I � � II � II ��IIIIIII I 1 1 I I I I � I I I I I I 11111 II II � � I I I I11 II II � I � 1 I IIIIII II � 1 I I III II � I 1 III II � I I i I I I I I -- III11 II I II I 1 IiJ I I � IIII I I I 1 1 fF1 --1 F­ - �r - 1 I� j I i II 1 I 1 111111 1___� 1 I IIIII-_ I7 I I 1 • r==_------r--------L--_------_---- -I 1 I11 I I/ I 1 i -lz_--- - - - - - - - - I -- - - - - - ----------------- ------ I I I -- - - - - - - - - - - - --- - - -� ________________ ---= = - 1 I - 1 I� - II \ \ - - - - - - - -• - - - -� - - �� I I - \ I I _1-1 I II 11 `� 11 1 L I 8 �1 �L =J� 1 I L _ Ir -11 _ II REMOVE ALL EXISTING PL MBING I I 1 FIXTURES AND PIPING ON 1 1 L I 1 ALL EXISTING FLOOR LEVELS 1 1 F- I III 1 L I II 1 F ra 1 1 I II 1 L 3 J j 1 L I j / \ I F Q -1 I X L --———————— —-------�--------- \1_ � o I-I ------ - - - - - - I F FF TTTTTTT_ Iq - I 1 I _ _ I � R7 SLS�-SL " L I j I-E I 13RttN001 3/1IS" 1) 1 I I I _1J \- ' - I I I I I IL EX 8" WATER FROM MAIN STREET i EX 1" WATER METER EX VAULT SEE CIVIL SEE CIVIL FOR P.O.C. SEE CIVIL FOR CONTINUATION DEMO PLAN: GROUND LEVEL SCALE:1/4"=1'-0" DESIGN -BUILD NOTES: THIS PROJECT IS DESIGN/BUILD. THESE PLANS ARE "DD" LEVEL IN NATURE. FINAL DESIGN, CALCULATIONS, AND CONSTRUCTION OF ALL DIVISION 21, 22, AND 23 SYSTEMS IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR. SEE DESIGN/BUILD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DIMARCo ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons East & West Buildings 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement In writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture N lk4z�y MECHANICAL+ ELECTRICAL ENGINEERS 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 J Q C� G m N� L.L JW 0- Z 0 OW LLJ U � Z W W LL 0� W W 0 LL W Q U) pW LL 2 RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 5/8/2019 PERMIT SET DEMO PLAN: GROUND LEVEL MP1.2 Printed: 2/1/19 f� _ _ _ a ZI A r a I I I I I I I I I I I Ia I I I I I I I ' I I I I I I I I I 2 CIN TO I WET I 4" BUI'L.D NG El I I I I I I I I I I I I I I I I I I I I I I I I I I I I D I I I I I I I I I I I I I I I I I I a I I I I I I I I I I �—� I I I I I I❑ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I D I 15 R u H - - - STEIRA -I I I I ® A� 873,02 Iq ft I CAP EX 4" W DEMO ALL EX PLUMBING PIPE I I I I I I I I I I CT I — — — — — — — — — — — - — — — — — — — — — — C NN E WORK 0-71 --J F DU NEW 4"W \ / EX 4" W COORDINATE W/ CIVIL I I I I I I I I -L .L I I I I I I I I LL �F L= LL --------- � 2" CW TO EAST BUILDING 2" METERS DOUBLE CHECK ASSEMBLY IN VAULT 4" F TO EAST BUILDING SEE CIVIL PLAN: LOWER LEVEL SCALE:1/4"=1'-0" DESIGN -BUILD NOTES: THIS PROJECT IS DESIGN/BUILD. THESE PLANS ARE "DD" LEVEL IN NATURE. FINAL DESIGN, CALCULATIONS, AND CONSTRUCTION OF ALL DIVISION 21, 22, AND 23 SYSTEMS IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR. SEE DESIGN/BUILD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DIMARCo ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons East & West Buildings 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects, except by agreement In writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture N F' lk4z�y MECHANICAL+ 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 J Q m >_ LU J 0- Z D Ow LLJ Z LU LLJ LL 0� LU LU 0 wa �U) Ow LL 2 RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 5/8/2019 PERMIT SET PLAN: LOWER LEVEL M2.1 Printed: 2/1/19 PHASE 1: PLAZA PEDES- A 3,13T65 sq f WEST BUILDING WATER % EAST METER BUILDING a ° WATER ° METER a a FIRE ° VAULT I ° 4 a a a < a ° I I I I I I WH-1 (TYPICAL THREE PLACES V I J I\❑❑ I V I I SERVING 2 LAVS EACH) HB-1 A 151,06 sq f I FD-1 WC-1 FLUSH VALVE —J �7 IX I 4" UP 0 I I I I R00 CAP F4 L N A: 109,93 sq -Ft WC-2 FLUSH VALVE ADA UR-1 STAIRWAY A: 75,28 sq f't (D-- - - - - - (D-- - - - - - HB-1 D D D p D I p ° D p D_ I D ° E° E V I N°G, °DHCKI ° 3p4 5 � �2 p s q° f t L INSULATE AND LABEL PIPING D p p D D D p D D D D , ° D ° D p D D E D D P--/� D EARBA-E i N GAS METERS. p tII I F F MAINTAIN °6610D� D �q° �DV ° " D ° MINIMUM ° F3A N. GROUND LEVEL 1`SCALE:1/4"=1'-0" �L T❑ �L❑ EEEC CE 2 s 231 sq A: 92,82 sq f t IRS AND F I DESIGN -BUILD NOTES: D D p p THIS PROJECT IS DESIGN/BUILD. THESE PLANS ARE "DD" LEVEL IN NATURE. FINAL All 2-7__ _ _ __ DES�N, AL ULATIIN�AND C��RUCTION OF ALL DIVISION 21, 22, AND 23 SYSTEMS IS THE RESPONSIBILITY OF THE DESIGN/BUILD CONTRACTOR. SEE DESIGN/BUILD FIRE RISER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. I I I I I I I I AN DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 USA architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons East & West Buildings 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or, other projects, except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture r � MECHANICAL+ ELECTRICAL ENGINEERS 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 J Q 75 m >- W J 0- Z p Ow w� () Z W W LL W W W 0 LL W Q () ow LL5 RECEIVED Jan 11 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Permit Set ISSUED: 5/8/2019 PERMIT SET PLAN: GROUND LEVEL M2.2 Printed: 2/1/19