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APPROVED BLD2022-0289+Plumbing_Plan+3.7.2022_3.43.27_PM+27224159 10 11 12 15'-6 7/16" 24'-8 1 /2" �, 12'-0" FOLDING WINDOW PANEL SYSTEM FOR UNINTERRUPTED OPENING ALTERNATE OPTION: THREE PAIRS OF OPERABLE CASEMENT WINDOWS W/ TWO FIXED MUNTINS ---r- - - , , - Trr- --CC r\- � i III i III � V V V 5'-2 15/16" N T 00 LO EXPOSED MERCH T DISPLAY / SIGNAGE / OPEN SHELVING BELOW 42" HIGH DECORATIVE PANEL W/ TEXTURED WOOD OR SIMILAR MERCH WALL AREA F_ —� r I L _--- 42" HIGH FLOATING BAR - CONE DISPLAY BASKET LINE OF DROPPED - CLEANABLE CEILING ABOVE SERVING AREA DIPPING CABINET nn II II II II II II nn ] H JI I-�- jI H ] (III I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I _ I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII IIII I I I I I I I I I I I I IIII II II II i ] - - C I WALL MOUNTE D D II I WAFFLE CONE PREP I I L —1 I MAINTAIN 1.5" CLEARANCE AT ALL ROLL -OUT EQUIPMENT SIDES, TYP. I F_ ] FUDGE 12'-0" City Of Edmonds Building Department ------------- Work PLUMBING FOR FUTURE T/I ---------------------- Address ------------------- 558 MAIN ST --------------------------------------- Owner MOLLY MOONS Approved Date ,------ 03/25/2G2 ---------------------------- Building Official Erg Ca4-tt r Permit Number BLD2022-0289 I u 10" 00 DIPPING CABINET WELLS W/ FLOOR - ---- DRAIN BELOW WATER AND TRASH STEEL WORK STATION 30 PINT I I FREEZER SURFACE W/ MOP AND - STORAGE BELOW BROOM DECORATIVE - — — — — HANGING GRAPHICS WRAP OPEN STORA�E SHELVES ABOVE LOWER 34" POS = LARGER THREE COUNTER �� o II T DOOR FRIDGE WINDOW INTO o 42 COUNTER PREP AREA M 2'-7 7/16" - PULL-OUT STORAGE BINS 42" HIGH ] — HANDHELD ICM END PANEL CLEANING SHOD POS POS I� I JI I HEAD ON HOSE 3'-0" ] — FRONT OF ICE CREAM MAKER \ 4'-9" WALL Li0" 2'-6" \ - i FF _ co __. T ,Q - 24" DEEP METRO WALL -MOUNTED II M co SHELVING UNITS HAND SINK II / SOLID (UPPER � STORAGE CABINETS _ _ LINEN II 1 / II ----------- II MILKSK I REF II REF 1 1­I7----rt--- — ---- II III II g'LliLLL I I I I I I TT JL 1 MENU BOARDS 'APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE DROPPED CLEANABLE CEILING THROUGHOUT KITCHEN AREA OPTIONAL 12" DEEP SHELVES GI ELECTRICAL FLOOR PANEL -- DRAIN 2'-0" 1'-5" z 6'-7" I DRY O FS an WATER HEATER ABOVE FREEZER / I / WALK-IN / FREEZER I I � II II STACKED PERSONAL ® LOCKERS MAIN LEVEL FLOOR PLAN Scale: 1 /2" = 1 '-O" 0 STAMP: RECEIVED Mar 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLOT DATE: 11 /19/21 DRAWN BY: CHECKED BY: FILE NAME: 558 MAIN ST MAIN LEVEL FLOOR PLAN 0 1' 2' 4' ISSUED FOR: SHEET: A201 A General Notes GENERAL NOTES - MECHANICAL PLUMBING NOTES NON-STRUCTURAL MECHANICAL COMPONENT NOTES I. THESE NOTES APPLY TO ALL PLUMBING DRAWINGS. I. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF I. THE COMPONENT IMPORTANCE FACTOR OP) FOR ALL HOT AND COLD WATER LINES SERVING TWO OR MORE NON-STRUCTURAL COMPONENTS SHALL BE: 2. REFER TO ARCHITECTURAL AND STRUCTURAL FIXTURES. SIZE IN ACCORDANCE WITH PLUMBING AND IP = 1.0 DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC DRAINAGE INSTITUTE (PDI) REQUIREMENTS. 2. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE JOINTS. PROVIDE EXPANSION/SEISMIC JOINTS FOR 2018 UNIFORM PLUMBING CODE AND FROM THE AMERICAN PIPING AND DUCTWORK CROSSING EXPANSION/SEISMIC 2. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP): SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-05. THE JOINTS WHERE NOTED ON THE DRAWINGS. PROVIDE INDIRECT DRAIN PIPING FROM RPBP TO CONTRACTOR SHALL REFER TO THE ABOVE FOR NEAREST DRAIN. INSTALL FUNNEL AT RPBP IF REQUIRED. ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER 3. UNLESS OTHERWISE SPECIFIED, THE GENERAL DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR 3. ACCESS PANELS: PROVIDE IN NON ACCESSIBLE REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN PAINTING, CUTTING, AND PATCHING OF EXISTING CEILINGS AND WALLS FOR VALVES, WATER HAMMER BID. FLOORS, WALLS, AND PARTITIONS IN THE EXISTING ARRESTERS, CLEANOUTS, AND OTHER ITEMS THAT BUILDING. REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE 3. 2018 BUILDING CODE, SCOPE: ARCHITECTURAL, THE BUILDING. MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL 4. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE COMPONENTS THAT ARE PERMANENTLY ATTACHED TO METHODS/LOADS FOR HANGING PIPING/DUCTS FROM 4. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS STRUCTURAL MEMBERS. VERIFY WITH THE LANDLORD DRAINAGE, PROCESS WASTE, AND RAINLEADER SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE REGARDING APPROVED METHODS OF ATTACHMENT. CONDUCTORS. EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05, EXCLUDING CHAPTER 14 AND APPENDIX IIA. 5. DO NOT RUN ANY PIPES OVER ANY ELECTRICAL PANEL 5. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR OR SWITCHGEAR. COORDINATE PIPE LOCATIONS TO FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, 4. 2018 BUILDING CODE, CONTRACTOR RESPONSIBILITY: THE AVOID ELECTRICAL PANELS. COILS, TRAPS, CONTROL VALVES, AND OTHER CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPONENTS TO ALLOW DISASSEMBLY FOR CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, 6. PROVIDE MANUFACTURER'S RECOMMENDED AND CODE MAINTENANCE. DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING - REQUIRED CLEARANCES AROUND PIECES OF COMPONENT LISTED IN THE STATEMENT OF SPECIAL EQUIPMENT. PIPING AND CONDUIT SHALL NOT 6. PROVIDE PIPING MATERIALS PER SPECIFICATION PRIOR INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT INTERFERE WITH REQUIRED ACCESS. TO ORDERING AND INSTALLING. OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE 7. EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN 7. PROVIDE AN INSULATED COPPER TRACER WIRE OR SYSTEM OR COMPONENT. THE CONTRACTOR'S EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED OTHER APPROVED CONDUCTOR ADJACENT TO STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE IS SUBJECT TO MEETING PERFORMANCE UNDERGROUND NONMETALLIC (PLASTIC) PIPING. FOLLOWING: REQUIREMENTS OF LISTED EQUIPMENT. MAKE ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR NECESSARY ADJUSTMENTS TO ASSURE OTHER THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL EQUIPMENT WILL FIT IN AVAILABLE SPACE AND WILL NOT EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT REQUIREMENTS CONTAINED IN THE STATEMENT OF EXCEED WEIGHT AND ELECTRICAL REQUIREMENTS. BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE SPECIAL INSPECTIONS; SHALL BE SUITABLE FOR BURIAL. 8. ALL PIPING SHALL BE PROVIDED WITH SEISMIC B. ACKNOWLEDGEMENT THAT CONTROL WILL BE RESTRAINTS IN ACCORDANCE WITH IBC SEISMIC DESIGN 8. PROVIDE 12" LONG 1/2" WIDE FLUORESCENT ORNGE EXERCISED TO OBTAIN CONFORMANCE WITH THE CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED TAPE AT CONCEALED VALVE LOCATIONS. CONSTRUCTION DOCUMENTS APPROVED BY THE PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN BUILDING OFFICIAL; CATEGORY D. CONTRACTOR SHALL HIRE A LICENSED 9. UNLESS OTHERWISE NOTED, ALL WASTE PIPING TO BE PROFESSIONAL ENGINEER IN THIS STATE TO DESIGN SLOPED AT 1/4 ' - 1'-0" - 2% MIN C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE ANY NECESSARY ANCHORAGE, BRACING, ETC. FOR CONTRACTOR'S ORGANIZATION, THE METHOD AND MECHANICAL COMPONENTS TO COMPLY WITH IBC FREQUENCY OF REPORTING AND THE DISTRIBUTION OF SECTION 1621 AND ASCE 7-02 SECTION 9.6.3. THE REPORTS; 9. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN D. IDENTIFICATION AND QUALIFICATIONS OF THE DESIGNED TO COMPLY WITH STATE ENERGY CODE. PERSON(S) EXERCISING SUCH CONTROL AND THEIR RECEIVED DIVISION 22 AND/OR 23 IS RESPONSIBLE FOR CORRECT ENERGY CODE NOTES POSITION(S) IN THE ORGANIZATION. Ma 07 20 2 INSTALLATION OF ENERGY CONSERVATION MEASURES. FOR CORRECT INSTALLATION OF ENERGY I. MOTORS: COMPLY WITH MINIMUM FULL LOAD 4 RESPONSIBILITIES: CITY DEVELO D FE MEN PART -SE ENT S ICES CONSERVATION MEASURES. EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY . AHJ. A. HANGERS AND SEISMIC BRACING FOR MECHANICAL 10. PLUMBING VTR'S SHALL BE A MINIMUM OF 5 FEET FROM SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY FIRE RATED WALLS AND 15 FEET AWAY FROM OUTSIDE 2. PIPING INSULATION: COMPLY WITH THICKNESSES AND CONTRACTOR. REFER TO THE MECHANICAL DRAWINGS AIR INTAKES. TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ FOR LOCATIONS OF EQUIPMENT AND HUNG UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO II. COORDINATE ROOF PENETRATIONS WITH STRUCTURAL NOT SHOW THE LOCATIONS OF MECHANICAL BEAMS. 3. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER EQUIPMENT, DUCTWORK, PIPING, AND OTHER 12. PROVIDE COPPER CONDENSATE DRAINAGE PIPING PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. COMPONENTS. FROM MECHANICAL EQUIPMENT WITH INSULATED PIPING B. COORDINATE THE SUPPORT SYSTEMS AND DESIGN AND WITH RUNNING TRAP. ROUTE CONDENSATE PIPING 4. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO LOADS FOR HUNG PIPING AND OTHER MECHANICAL TO CODE ALLOWED RECEPTOR. THE BUILDING OWNER PER ENERGY CODE ENFORCED BY SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS) THE LOCAL AHJ. 13. PENETRATIONS SHALL BE PROPERLY SEALED WITH 5. MECHANICAL SYSTEMS COMMISSIONING AND WITH THE GENERAL CONTRACTOR AND THE STEEL AND No. Revision/Issue Date EXPANDING FOAM AND FILLED WITH CONCRETE FILL, OR COMPLETION REQUIREMENTS: TEST SYSTEMS TO WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER AS APPLICABLE PER BUILDING CODE(S). ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED, TRADES THAT MAY BE IMPACTED. Firm Name and Address INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY, STATE MECHANICAL 14. COORDINATE UTILITIES WITH FINAL FIELD CONDITIONS. AND CAN BE MAINTAINED IN ACCORDANCE WITH THE 8706 S 222ND ST CONTRACT DOCUMENTS IN ORDER TO SATISFY THE KENT, WA 98031 15. CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL AND LOCATED WHERE SHOWN ON THE PLANS. REQUIREMENTS PER ENERGY CODE ENFORCED BY THE ALTERNATE FLOOR CLEANOUT LOCATIONS PROPOSED LOCAL AHJ. SHALL BE APPROVED BY THE ARCHITECT PRIOR TO REVISING 6. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN 558 MAIN S DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR Project Name and Address CORRECT INSTALLATION OF ENERGY CONSERVATION MOLLY MOON'S ICE CREAM @ MEASURES MAIN STREET COMMONS EAST BUILDING 550 MAIN ST EDMONDS WA 98020 MECHANICAL EQUIPMENT INSTALLATION NOTES I. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. Project MOLLY MOON'S Sheet EAST BUILDING P005 Date MARCH 4, 2022 Scale NONE DIPPING CAE FLOOR SI SPECI FICATION AN D SU BM ITTAL GB2 35/50 GPM Grease Interceptor for Indoor Use mt OThis unit is certified to ASME A112.14.3 (Type C) and CSA B481.1 at two different flow rates and includes the internal flow controls for both. External flow with t t wired. conernaow convent norequired. SUBMITTAL Standard Location: indoor Installation: above/below grade Flow Rates / Grease Capacities: 35 GPM (2.2 L/s) / 130.5 lbs. (59.2 kg) 50 GPM (3.2 L/s) / 127.6 lbs. (57.9 kg) Solids Capacity:1.8 gal. (6.8 L) Liquid Capacity: 20 gal. (75.7 L) Weight: 49 lbs. (22.2 kg) Connections: 3" (75 mm) and 4" (100 mm) plain end Cover: bolted gas/water tight polypropylene with 1,000 lb. load rating when unit is buried with FCRI riser Approval 13-3/4" (35 cm) Satisfies Miami DERM 99 % efficiency requirements when at least 2 units are installed in series Options ❑ -FO: fixed outlet diffuser ❑ FCRI (xl): > 2-1/8" - 12" field cut riser ❑ FCRI (x2): > 12" - 24" field cut risers ❑ CCI: membrane clamping collar kit (requires FCRI riser) ❑ PPI: pumpout port kit ❑ SGK2: support gusset kit ❑ PLAIN-EA-24: 2" (50 mm) plain end fitting ❑ FPT-EA-34: 4" x 3" (100 mm x 75 mm) FPT fitting ❑ FPT-EA-23: 3" x 2" (75 mm x 50 mm) FPT fitting Signature: Date: Company: Specifying Engineer: Engineering Firm: Page 1 of 4 SPECIFICATIONS Notes 1. 4" FPT inlet/outlet with 3" and 4" plain end fittings. 2. Unit weight - 49 lbs. (wet weight 216 lbs.) 3. Capacities - Liquid: 20 gal. @35 GPM- Grease: 130 lbs. (17.8 gal.) @50 GPM- Grease: 127 lbs. (17.3 gal.) Solids: 1.8 gal. 4. Built-in flow control. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper maintenance. 8. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 10. Integral air relief / anti -siphon. Engineer Specification Guide Schier Great Basin'" grease interceptor model #GB2 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field cut riser system, built-in flow control and three outlet options. Interceptor flow rate shall be 35 or 50 GPM. Interceptor grease capacity shall be 130 lbs. @ 35 GPM or 127 lbs. @ 50 GPM. Cover shall provide water/gas-tight seal and have minimum 450 lbs. load capacity. Certified Performance Great Basin- hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code, the National Standard Plumbing Code, the National Plumbing Code of Canada, and the International Plumbing Code. TOP VIEW 35" Outlet "A" (Optional) 00000o a00000 000000 000000 A o 0 O°O° 0000 0 o A *1 00 0000 0000 00 /T L 000000 _ �000 O _I 23" _ Inlet O°po4 c oo�o� Outlet "B" O°O°o°o 000°O°O (Standard) O°O°o°o o°O°O°O Outlet foot 0 0 0 0 0 0 0 o must face this 00000000 0 ® ® o o�o�o�°� direction in all OOo00s o00000 % o a o 0 0 0 o configurations 000000e o000000 Outlet "C" (Optional)--12-7/16" SECTION A -A (i of 4" FPT See Note #10 inlet & outlet e 21-1/2" Cover 5" 13-3/4" 1 - 8-3/4" 6-3/4" invert Engineered inlet Static water line and outlet diffuser OUTLET END VIEW Rated Grease Capacites for Units Piped in Series No. of Units Removal Efficiency in Series 97.8% 99%* 2 274lbs. 180lbs. NOTE: Flow rate for 2 GB2 units piped in series is 35 GPM only * Satisfies Miami DERM 99% efficiency requirements Page 4 of 4 / n� 3 COMP SINK \ \ I\ I FD T RAP PRIMER n `VYI \ WASHOUT 1 I SINK I I A PRIMER / I_ T \ � �I HAND SINK I� T I I HANDD] SINK MOLLY MOON'S ICE CREAM FIXTURE SCHEDULE FIXTURE QTY DESCRIPTION PIPE SIZES FIXTURE UNITS COLD HOT WASTE VENT WATER VAULE WATER TOTAL WASTE VALUE WASTE TOTAL Hand Sinks 2 SS Sink FBO 1/2" 1/2" 2" 1-1/2" 1.5 3 2 4 Washout Sink 1 SS Free Standing Sink FBO Drain Into Floor Sink 1/2" 1/2" * * 1.5 1 1.5 2 1 2 3CompSink 1 SS Free Standing 3 Comp Sink FBO Drain Into Floor Sink 1/2" 1/2" * * 1.5 1.5 2 2 Floor Sink 4 12xl2x6 ProFlo Floor Sink * * 2" 1-1/2" 0 0 0 0 Floor Drain 2 Sioux Chief Finish Line 832-2PNR Floor Drain 1/2" * 2" 1-1/2" 0 0 0 0 Hot Water Tank 1 AO Smith ENT-50 50gal 4.5kw 240v Water Heater W/ Circ Pump 3/4" 3/4" * * 0 0 0 0 Grease Interceptor 1 Schier G132 35/50 GPM Grease Interceptor for Indoor Use * * 3" 2" 0 0 0 0 6 8 WATER PIPE SIZE ( SIZED PER UPC 2018 TABLE 610.4) 3/4" WATER @ 40-60 PSI = 20 W FU WASTE & VENTING PIPING SHALL BE: ABS OR PVC PIPE AND DOMESTIC WATER PIPING SHALL BE: COPPER OR PEX PIPE ALL DOMESTIC WATER PIPING WILL BE INSULATED IN ACCORDANCE WITH WASHINGTON STATE 2018 ENERGY CODE WASTE PIPE SIZE ( SIZED PER UPC 2018 TABLE 702.1) 2" VERTICAL 3" HORIZONTAL VTR 3/4" RELIEF LINE T FULL SIZE DRAI TO FLOOR SIN R-10 RIDGID FO INSULATING F WATER HEATER DETAIL SCALE: NONE WING VALVE SEISMIC RESTRAINTS PER U.P.0 General Notes RE Ma CITY DEVELO D No. Revision/Issue Date Firm Name and Address STATE MECHANICAL 8706 S 222ND ST KENT, WA 98031 558 MAIN S Project Name and Address MOLLY MOON'S ICE CREAM @ MAIN STREET COMMONS EAST BUILDING 550 MAIN ST EDMONDS WA 98020 Project MOLLY MOON'S Sheet EAST BUILDING P 1 0 Date MARCH 4, 2022 • Scale NONE 0 F ME