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SEE REV APPROVED BLD FIR PLN ENG RESUB2 BLD2023-0227+Architectural_Plan+5.15.2023_11.44.10_AM+3544683
SHEETINDEX ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved DFM aknfs hurt South County Fire Date: 05/19/2023 05-19-2023 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: SEPARATE PERMITS REQUIRED FOR: 1. FIRE ALARM 2. SPRINKLER 3. SUPPRESSION HOOD. DFM BURT ENGINEERING DIVISION APPROVED AS NOTED APPROVED PLANS MUST BE ON JOB SITE Separate plumbing, mechanical, fires alarm, and fire sprinkler permits required. City Of Edmonds Building Department --------------------------------------------------------- Work ' TENANT IMPROVEMENT ---------------------------------------------- .-----------------------------------------------. Address 550 MAIN ST #100 ---------------- Owner VICTOR TAVERN --------------- Approved Date: 051272023 - Building Official 'Eric. ---------------------------------------------- Permit Number BLD2023-0227 ------------------------------------------ REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REW REV5 A000 GENERAL INFORMATION A001 BUILDING INFO & CODE SUMMARY A002 ADA CLEARANCE REQUIREMENTS A100 SITE PLAN A110 MAIN LEVEL DEMO PLAN A111 UPPER LEVEL DEMO PLAN A120 MAIN LEVEL FLOOR PLAN A121 UPPER LEVEL FLOOR PLAN A130 MAIN LEVEL RCP A131 UPPER LEVEL RCP A300 BUILDING SECTIONS A500 INTERIOR ELEVATIONS A501 INTERIOR ELEVATIONS A502 INTERIOR ELEVATIONS K-1 KITCHEN EQUIPMENT PLAN K-2 KITCHEN EQUIPMENT SCHEDULE K-3 KITCHEN ELECTRICAL ROUGH -IN PLAN K-4 KITCHEN MECHANICAL ROUGH -IN PLAN K-5 KITCHEN WALL BACKING PLAN VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 APPROVED BY PLANNING May 19 2023 PERMIT SET FEBRUARY 21, 2023 RESUB May 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OKANO PICARD STUDIO ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS GENERAL SYMBOLS LEGEND GENERAL NOTES @ AT GA GAUGE S SOUTH 0 DIAMETER GALV GALVANIZED SAF SELF -ADHERED FLASHING # POUND OR NUMBER GC GENERAL CONTRACTOR SAM SELF -ADHERED MEMBRANE 1. GRID LINE REFERENCE (E) EXISTING GL GLASS SC SOLID CORE (N) NEW GLAM GLUE -LAMINATED SCHED SCHEDULE GR GRADE SD SMOKE DETECTOR AB ANCHOR BOLT GWB GYPSUM WALL BOARD SECT SECTION 2. LEVEL / DATUM REFERENCE Q NAME ABV ABOVE GYP GYPSUM SG SAFETY GLAZING ELEVATION ACC ACCESS SHV SHELF; SHELVING ACOUS ACOUSTICAL HB HOSE BIB SHR SHOWER ACP ASPHALT CONCRETE PAVING HC HOLLOW CORE SHT SHEET DRAWING NUMBER ACT ACOUSTIAL CEILING TILE HDO HIGH DENSITY OVERLAY SHT MTL SHEET METAL 3. EXTERIOR ELEVATION REFERENCE X ACS PNL ACCESS PANEL HDR HEADER SHTG SHEATHING AXXX SHEET NUMBER AD AREA DRAIN HDWD HARDWOOD SIM SIMILAR ADA AMERICANS WITH DISABILITIES HDW HARDWARE SOG SLAB ON GRADE ADJ ADJUSTABLE HIM HOLLOW METAL SPEC SPECIFICATION # AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL SQ FT SQUARE FOOT (FEET) DRAWING NUMBER AGGR AGGREGATE HP HIGH POINT SQ IN SQUARE INCH(ES) 4. INTERIOR ELEVATION REFERENCE # AX.XX # AIB AIR INFILTRATION BARRIER HR HOUR SST STAINLESS STEEL SHEET NUMBER ALT ALTERNATE HR HOUR STD STANDARD ALUM ALUMINIUM HT HEIGHT STL STEEL # APPROX APPROXIMATE HVAC HEATING/VENTILATING/AIR CONDITIONING STOR STORAGE ARCH ARCHITECTURAL HW HOT WATER STRUCT STRUCTURAL X --- DRAWING NUMBER APSH ASPHALT HWT HOT WATER TANK SUSP SUSPENDED 5. BUILDING SECTION REFERENCE AX.XX SHEET NUMBER AUTO AUTOMATIC SYM SYMETRICAL ID INSIDE DIAMETER BD BOARD IN INCH T TREAD BITUM BITUMINOUS INCL INCLUDED T&G TONGUE AND GROOVE BLDG BUILDING INSUL INSULATION TEL TELEPHONE X DRAWING NUMBER BLKG BLOCKING INT INTERIOR TER TERRAZZO 6. WALL SECTION REFERENCE AXXX SHEET NUMBER BM BEAM INV INVERT TG TEMPERED GLASS BO BOTTOM OF THK THICK BOT BOTTOM JB JUNCTION BOX TO TOP OF ERG BEARING JF JOINT FILLER TOB TO OF BEAM BSMT BASEMENT JT JOINT TOC TOP OF CONCRETE; CURB X DRAWING NUMBER BUR BUILT UP ROOFING TOF TOP OF FLOOR; FOOTING; FRAME 7. DETAIL SECTION REFERENCE AXXX SHEET NUMBER KIT KITCHEN TOM TOP OF MASONRY CAB CABINET KO KNOCKOUT TOP TOP OF PARAPET; PAVEMENT CB CATCH BASIN TOPO TOPOGRAPHY CEM CEMENT LAM LAMINATE; LAMINATED TOS TOP OF SLAB; STEEL CER CERAMIC LAV LAVATORY TOW TOP OF WALL X DRAWING NUMBER CIP CAST -IN -PLACE LBS POUNDS TS TUBE STEEL 8. CALLOUT/DETAIL REFERENCE AX.XX SHEET NUMBER CJ CONTROL JOINT LF LINEAR FEET (FOOT) TSTAT THERMOSTAT _ _ _ CLG CEILING LH LEFT HAND TYP TYPICAL f CLK CAULKING ILL LIVE LOAD CLO CLOSET LOC LOCATION UNO UNLESS NOTED OTHERWISE CLR CLEAR LP LOW POINT CMU CONCRETE MASONRY UNIT LT LIGHT VB VINYL BASE CNTR COUNTER VEN VENEER COL COLUMN MAS MASONRY VERT VERTICAL CONC CONCRETE MATL MATERIAL VEST VESTIBULE # CONN CONNECTION MAX MAXIMUM VG VERTICAL GRAIN 9. REVISION REFERENCE CONSTR CONSTRUCTION MB MACHINE BOLT VIF VERIFY IN FIELD CONT CONTINUOUS MC MEDICINE CABINET VT VINYL TILE CONTR CONTRACTOR MDF MEDIUM DENSITY FIBERBOARD CORR CORRIDOR MDO MEDIUM DENSITY OVERLAY W WEST ROOM NAME CPT CARPET -,CARPETED MECH MECHANICAL W/ WITH 10. ROOM REFERENCE 100 CRS COLD ROLLED STEEL MEMB MEMBRANE W/0 WITHOUT CSK COUNTERSUNK MEZZ MEZZANINE WC WATER CLOSET CTR CENTER MFR MANUFACTURER WD WOOD CU FT CUBIC FEET MIN MINIMUM WDW WINDOW 11. ASSEMBLY REFERENCE W# CT CERAMIC TILE MIR MIRROR WF WIDE FLANGE MISC MISCELLANEOUS WF BM WIDE FLANGE BEAM DBL DOUBLE MO MASONRY OPENING WG WIRED GLASS DEMO DEMOLITION MTD MOUNTED WH WATER HEATER 12. WINDOW REFERENCE W# DET DETAIL MTL METAL WL WATER LINE DIA DIAMETER MUL MULLION WLD WELDED DIM DIMENSION WP WATERPROOF DL DEAD LOAD N NORTH WPM WATERPROOF MEMBRANE 13. DOOR REFERENCE D001 DN DOWN N/A NOT APPLICABLE WR WATER RESISTANT DR DOOR NO NUMBER WSCT WAINSCOT N DR OPNG DOOR OPENING NOM NOMINAL WSG WIRE SAFETY GLASS DS DOWNSPOUT NR NOISE REDUCTION WTR WATER 14. NORTH ARROW DSP DRY STANDPIPE NTS NOT TO SCALE WWF WELDED WIRE FABRIC DT DRAIN TILE NIC NOT IN CONTRACT WWM WELDED WIRE MESH DW DISHWASHER WT WEIGHT DWG DRAWING OA OVERALL OC ON CENTER E EAST OD OUTSIDE DIAMETER, OVERFLOW DRAIN EA EACH OFF OFFICE EJ EXPANSION JOINT OH OVERHEAD MATERIALS LEGEND EL ELEVATION OHWM ORDINARY HIGH WATER MARK ELEC ELECTRICAL OPNG OPENING ELEV ELEVATOR OPP OPPOSITE WOOD BLOCKING WOOD FRAMING ENCL ENCLOSURE OSB ORIENTED STRAND BOARD (SHIM) (CONTINUOUS) EQ EQUAL EQUIP EQUIPMENT PBD PARTICLE BOARD EST ESTIMATE PCC PRECAST CONCRETE FINISHED WOOD PLYWOOD EF EXHAUST FAN PCF POUNDS PER CUBIC FOOT EXIST EXISTING PERF PERFORATED EXP EXPANDED; EXPANSION PERP PERPENDICULAR BATT INSULATION RIGID INSULATION EXP BT EXPANSION BOLT PL PLATE EXPO EXPOSED PLAM PLASTIC LAMINATE EXT EXTERIOR PLAS PLASTER o GRAVEL EARTH EW EACH WAY PLWD PLYWOOD PNL PANEL FA FIRE ALARM PNT POINT FB FLAT BAR PR PAIR � ALUMINUM � STEEL FD FLOOR DRAIN PRCST PRECAST FE FIRE EXTINGUISHER PSF POUNDS PER CUBIC FOOT FEC FIRE EXTINGUISHER CABINET PSI POUNDS PER SQUARE INCH MASONRY (CMU) BRICK FF EL FINISH FLOOR ELEVATION PT PRESERVATIVE TREATED FH FIRE HYDRANT PTN PARTITION FHC FIRE HOSE CABINET PVC POLYVINYL CHLORIDE FIN FLR FINISH FLOOR FF FINISH TO FINISH R RISER FIN FINISH RA RETURN AIR FLASH FLASHING RAID RADIUS FLR FLOOR; FLOORING RD ROOF DRAIN FLUOR FLUORESCENT REF REFERENCE FOC FACE OF CONCRETE REFR REFRIGERATOR FOF FACE OF FINISH REG REGISTER FOIC FURNISHED BY OWNER -INSTALLED BY CONTRACTOR REINF REINFORCED FOM FACE OF MASONRY REM REMAINDER FOS FACE OF STUDS REQ REQUIRED FP FIREPROOF RESIL RESILIENT FPL FIREPLACE REV REVISION(S); REVISED FIR FRAME RH RIGHT HAND FT FOOT OR FEET RM ROOM FTG FOOTING RO ROUGH OPENING FURR FURRING RWL RAIN WATER LEADER FUT FUTURE FW FULL WIDTH 1. CODES: ALL WORK SHALL CONFORM APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICTION. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY ARCHITECT OF CONFLICTS. 2. PROVIDE SAFETY IN THE AREA OF WORK IN ACCORDANCE TO APPLICABLE SAFETY CODES 3. INDEMNIFY AND HOLD THE OWNER/ ARCHITECT HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, CONTRACTOR'S AGENT, EMPLOYEES OR SUBCONTRACTORS. 4. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND IS TO REPAIR SAID DAMAGE AT CONTRACTOR'S EXPENSE. 5. ELECTRICAL AND FIRE SPRINKLER ARE DESIGN BUILD UNDER SEPARATE PERMIT 6. DRAWINGS AND SPECIFICATIONS: MECH HOODS, MECHANICAL AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE CONSULTANT'S DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. 7. OBTAIN PERMITS AND APPROVALS AS REQUIRED AND COMPLY WITH RULES AND REGULATIONS OF JURISDICTION GOVERNING THE WORK. 8. DRAWINGS ARE DIAGRAMMATIC. THEY DO NOT REPRESENT EVERY CONDITION WITH -IN THE BUILDING DESIGN. FOR CLARIFICATION OR ADDITIONAL INFORMATION CONTACT THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTING AREAS IN QUESTION. 9. COORDINATION: VERIFY AND COORDINATE THE WORK OF TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATION. DIMENSIONS 1. INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS ARE BASED ON BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE / FRAMING UNLESS OTHERWISE NOTED 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 4. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK -OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. FIRE PROTECTION 1.PROVIDE FIRE PROTECTION AT PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. 2. PROVIDE CLASS B FIRE EXTINGUISHERS IN KITCHEN AREAS AND THROUGHOUT AS REQUIRED BY FIRE MARSHAL. 3. EXISTING RATED ASSEMBLIES - MAINTAIN FIRE RATING AT EXISTING RATED ASSEMBLIES. 4. MODIFICATIONS TO EXISTING SPRINKLER SYSTEM UNDER SEPARATE PERMIT. CONSTRUCTION 1. INVESTIGATE AND VERIFY UTILITY LOCATIONS AND SITE CONDITIONS PRIOR TO BEGINNING THE WORK. 2. PROVIDE FIREBLOCKING AT ALL THE FOLLOWING LOCATIONS: - IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS HORIZONTAL AND VERTICALS. - IN OPENINGS AROUND VENTS, PIPES, DUCTS, AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS. - ALL PLUMBING PENETRATIONS THROUGH RATED ASSEMBLIES. 3. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES ARE FLUSH. 4. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 5. PREFABRICATED FIREPLACES, HOOD & KITCHEN EQUIPMENT SHALL BEAR U.L. OR I.C.C. SEAL OF APPROVAL AND BE INSTALLED AND VENTED PER MANUFACTURER'S SPECIFICATION. INSTALLER SHALL LEAVE MFR'S INSTALLATION INSTRUCTIONS ATTACHED TO THE APPLIANCE. CLEARANCES OF LISTED APPLIANCES FROM COMBUSTIBLES SHALL BE AS SPECIFIED IN THE LISTING OR ON THE RATING PLATE. 6. PROVIDE OUTSIDE COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES PER RMC. 7. SUSPENDED CEILINGS AND LIGHT FIXTURES MUST BE SUPPORTED VERTICALLY AND BRACED LATERALLY ( INCLUDING VERTICAL STRUTS) PER CISCA GUIDELINES. PARTITIONS MUST ALSO BE BRACED LATERALLY OR EXTEND TO THE STRUCTURE ABOVE. CEILING 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM TOP TO SUBFLOOR TO BOTTOM OF ASSEMBLY ABOVE. FINISHES 1. ALL FINISHES SHALL MEET RATING IN SBC TABLE 803.11, EXIT ENCLOSURE = A, CORRIDORS = A, ROOMS & ENCLOSED SPACES = C. 2. PAINT, WALL COVERINGS AND WALL PANELS TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. SAMPLES OF FINISH COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO ARCHITECT OR OWNER PRIOR TO COMMENCEMENT OF WORK. MECHANICAL & ELECTRICAL 1. ELECTRICAL SYSTEMS ARE DESIGN -BUILD BY OTHERS. SPACE INDICATED ON PLANS FOR POSSIBLE LOCATIONS OF EQUIPMENT TO BE VERIFIED BY DESIGN BUILD ENGINEERS AND SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION. 2. ELECTRICAL CONTRACTORS ARE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. OBTAIN NECESSARY PERMITS AND APPROVALS. 3. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY ARCHITECT. 4. ELECTRICAL SWITCHES TO BE MOUNTED AT 42" A.F.F. U.N.O. 5. NON -APPLIANCE -SPECIFIC TELEPHONE/ ELECTRICAL OUTLETS ARE TO BE MOUNTED VERTICALLY AT +18" U.N.O. WALL MOUNTED RECEPTACLES LOCATED IN CASEWORK ARE TO BE MOUNTED HORIZONTALLY. 6. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET. 7. COORDINATE LOW VOLTAGE POWER REQUIREMENTS WITH OWNER. 8. PRIOR TO RUNNING WIRE, ROUGH -IN TEMP ROUGH -IN OR MARK ALL ELECTRICAL BOXES AND SWITCHES FOR WALK THROUGH WITH OWNER AND ARCHITECT FOR APPROVAL. ENERGY AND LIGHTING 1. LIGHTING COMPLIANCE AND CALCULATIONS PER CALCS ON SHEET A120. 2. EXTERIOR DOORS & WINDOWS : REFERENCE A010. HOODS 1. PER MECHANICAL DEFFERED SUBMITTAL PROJECT DIRECTORY OWNER MIKE MCMURRAY, SEATTLE-SNOHOMISH MILL COMPANY, INC. 533 5TH AVE S EDMONDS, WA 98020 TA25.263.2474 E:GECK08080@GMAT L.COM TENANT ETHAN STOWELL RESTAURANTS 2622 NW MARKET ST, SUITE A SEATTLE, WA 98107 T: 253.486.3500 E: KARA.SAMAC@ESRHOSPITALITY.COM ARCHITECT OKANO PICARD STUDIO 815 SEATTLE BLVD S., STE 108 SEATTLE, WASHINGTON 98134 T: 206.388.6962 E: info@OkanoPicardStudio.com CONTRACTOR TOM NESS WILCOX CONSTRUCTION INC. 234 5TH AVE S EDMONDS, WA 98020 T: 425.774.4185 E: tness@wilcoxconstruction.com KITCHEN DESIGN JEFF WINTER CMA RESTAURANT SUPPLY AND DESIGN INC. 12811 NE 126TH PLACE KIRKLAND, WA 98034 T: 206.356.8935 E: JEFFW@CMARESTAURANTSUPPLY.COM HOOD PAUL LAKEMAN CFM HEATING & COOLING, INC. 11447 120TH AVE NE #100 KIRKLAND, WA 98033 T: 206.391.1771 E: paul@cfm-hvacr.com LOCATION MAP NOT TO SCALE wlvlwl uv, Vr avv�v OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com D REGISTERED Aoruncnr L PICARp STATE OF VWISHMGTON PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 NO: DATE: DESCRIPTION BY: REVISIONS. SHEET TITLE: GENERAL INFORMATION RESUB May 152023 SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F_ COMMON PATH OF TRAVEL DISTANCE = 37'-6" LF < 75', OK BOOTH SEATI 126.69 SF PRIVATE DINING' 316.17 SF I �® ® EXIT 1 10.05" REQ- 67 OeC BANQUETTE SEATING 44" PROV 210.31 SF -♦ BOOTH SEATING 115.02 SF D ❑ WAITING BANQUETTE SEATING 181.68 SF 20 SF 4I �. � �9, � s 9-, ^� 15-2" �'�, `L� rA 9� BAR SEATING I = q1 220.62 SF Fq9 Olk 00 Z1a o �TO�O/s� O r-E&I -_-_� - - - CIRCULATII MAX TRAVEL ----fir'-' O SERVICE AREA ,� 219.09 SF DISTANCE A = 60 LF ----� 171.22 SF <250', OK ----y� _ --- --------------------------------- wo� CIRCULATION a 1,681.51 SF lJ, o ❑ KITCHEN 335.17 SF 0 ILL-LILL-L 0 KITCHEN B.O.H �J �IIIIIIIIIII P 646.93SF L1�-.1-i_LLiL_I COOLER 173.46 SF MAIN LEVEL AREA PLAN SCALE: 1" = 10'-0" PLUMBING FIXTURE CALCS Per 2018 Seattle Building Code Chapter 29 MAIN LEVEL OCCUPANCY TYPE OCC OCC BY GENDER M F A-2 219 110 110 EGRESS KEY )ETTE SEATING 130.82 SF UNCONCENTRATED TABLES 198.46 SF MAX TRAVEL DISTANCE A = 106 LF < 250', OK COMMON PATH OF TRAVEL DISTANCE = 40 LF < 75', OK - BANQUETTE SEATING 299.38 SF \ E - - _ _ \ UNCONCENTRATED TABLES \ 388.76 SF OFFICE 133.34 SF • OPEN ems, s7 LI [1u' , 66 ILI � � ok' ILI 11 CIRCULATION I 225.84 Sr- O� 38, L_ 9 1j8„ rSFPgh 0'o Lj ,gT/off1 7 � U-) = i El cwq �0 I GAMING TABLE AREA 5. jEXIT 4 0 GAMING FL00 CIRCULATIO 283.52 SF 681.47 SF UPPER LEVEL AREA PLAN SCALE: 1" = 10'-0" WC/OCC FIXTURES REQ'D M F 1:75 1.46 1.46 2 REQ'D 2 REQ'D 6 (INCLUDING 2 ADA BATHROOMS) PROVIDED ❑ COUNTER SEATING WITHOUT DIVIDERS (18 L.I./000) 0 BOOTH SEATING (24 L.I. / OCC) ASSEMBLY STANDING SPACE (5 SF / OCC NET) UNCONCENTRATED TABLES AND CHAIRS/ BANQUETTE SEATING (15 SF / OCC NET) ❑ EXTERIOR BANQUETTE SEATING (15 SF / OCC NET) GAME TABLE AREA (50 SF / OCC GROSS) GAMING FLOOR ( 11 SF / OCC GROSS) OFFICE (150 SF / OCC GROSS) KITCHEN/SERVICE (200 SF / OCC GROSS) COOLER(300 SF / OCC GROSS) RESTROOMS / CIRCULATION (NA) EXIT SIGN FACE ORIENTATION DIRECTION INDICATOR 0 FEC FIRE EXTINGUISHER CABINET 1-HOUR RATED WALL - - - - MAX PATH OF TRAVEL DISTANCE ------------ > COMMON PATH OF TRAVEL DISTANCE CLEARANCE REQ- X OCC CLEARANCE PROV EXIT WIDTH LAV/OCC LAV REQ'D M F 1:200 0.55 0.55 1 REQ'D 1 REQ'D 2 PROVIDED IN EACH BATHROOM OCCUPANT LOAD CALCULATION ROOM AREA/ L.I OCC ALLOWED OCCUPANTS BANQUETTE SEATING 522.8 SF 15 34.85 BAR SEATING 588 L.I. 18 L.I/OCC 33 L.I/OCC BOOTH SEATING 648 L.I. 24 L.I/OCC 27 L.I/OCC CIRCULATION 2,807.91 SF N/A N/A COOLER 173.46 SF 300 0.58 EXTERIOR BANQUETTE SEATING 299.38 SF 15 19.96 GAMING FLOOR 283.52 SF 11 25.77 GAMING TABLE AREA 315.79 SF 50 6.32 KITCHEN 335.17 SF 200 1.68 KITCHEN B.O.H 646.93 SF 200 3.23 OFFICE 133.34 SF 150 0.89 PRIVATE DINING 316.17 SF 15 21.08 SERVICE AREA 171.22 SF 200 0.86 UNCONCENTRATED TABLES 587.22 SF 15 39.15 WAITING 20 SF 5 4 7,075.23 SF 140 OCC MAIN LEVEL 59 OCC MEZZANINE 199 OCC TOTAL INTERIOR OCC 20 OCC EXTERIOR OCC TOTAL = 219 OCC / / BELOW \ \ O \ a a a NOT PART OF� THIS PERMIT BUILDING CODE INFORMATION BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE 2018 ICC PERFORMANCE CODE 2018 WASHINGTON STATE COMMERCIAL ENERGY CODE 2018 UNIFORM PLUMBING CODE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 WA STATE AMENDMENTS TO ICC CODES AS APPLICABLE CODE AUTHORITY CITY OF EDMONDS EXISTING STORIES: 3 STORY, NO CHANGES PROPOSED CONSTRUCTION TYPE TYPE V-B, SPRINKLED (PER IBC TABLE 601) EXISTING USE/OCCUPANCY (A-2) RESTAURANT PROPOSED USE/OCCUPANCY (A-2) RESTAURANT EVERY ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE OCCUPANT LOAD: REFER TO LIFE SAFETY PLAN, EGRESS KEY, AND OCCUPANCY COUNT (PER IBC TABLE 1004.5) SCHEDULE ON THIS SHEET: MAIN LEVEL OCCUPANTS: 140 MEZZANINE OCCUPANTS: 59 TOTAL OCCUPANTS: 199 NUMBER OF EXITS 1-500 = 2 EXITS REQUIRED (PER IBC TABLE 1006.3.2) BUILDING OCCUPANCY = 199 OCC = 2 EXITS REQUIRED EXITS PROVIDED = 4 EXIT SEPARATION REQUIRED/ DIAGONAL OF MAIN LEVEL SPACE: 89'-9" PROVIDED (IBC 1007.1.1 EX.2) 89'-9" / 3 = 32'-8" REQUIRED LENGTH BETWEEN EXITS: 55'-8" > 32'-8" OKAY DIAGONAL OF MEZZANINE SPACE: 76'-6 1/2" 76'-6 1/2 / 3 = 25-6 1/8" REQUIRED LENGTH BETWEEN EXITS: 38'-9 7/8" > 25'-6 1/8" OKAY EXIT WIDTHS REQUIRED/ EXIT 1: 67 OCC X 0.15 = 10.05 L.I. (PER IBC 1005.3.2 EXA) EXIT 2: 67 OCC X 0.15 = 10.05 L.I. EXIT 3: 6OCC X0.15= 0.9L.1. EXIT 4: 59OCC X0.15= 8.85L.I. EXIT WIDTHS PROVIDED EXIT 1: 44" L.I.OKAY EXIT 2: 44" L.I.OKAY EXIT 3: 36" L.I.OKAY EXIT 4: 36" L.I.OKAY TRAVEL DISTANCE: A OCCUPANCY, WITH SPRINKLER = 250' MAX ALLOWED (PER IBC TABLE 1017.2) MAIN LEVEL MAX TRAVEL SHOWN = 60' MEZZANINE MAX TRAVEL SHOWN =106' COMMON PATH OF TRAVEL A OCCUPANCY, WITH SPRINKLER = 75' MAX (PER IBC TABLE 1006.2.1) MAIN LEVEL COMMON PATH OF TRAVEL SHOWN = 37'-6" MEZZANINE COMMON PATH OF TRAVEL SHOWN = 40' PLUMBING CALCS 4 REQUIRED/ 6 PROVIDED, REFERENCE PLUMBING CALCULATIONS, THIS SHEET. SEPARATION REQUIRED: A/A: NO SEPARATION REQUIRED, A/S-1: 1-HOUR (PER IBC TABLE 508.4) SEPARATION BETWEEN MAIN & LOWER LEVEL EXISTING, NO CHANGES REQ'D. SPRINKLERS: EXISTING, NO MODIFICATION REQ'D. SHAFTS: EXISTING SHAFTS 1-HR RATED. NO CHANGES REQ'D. ACCESSBILITY: ALL ACCESSIBILITY DESIGN AND CONSTRUCTION SHALL COMPLY WITH SBC CHAPTE11 AND ICC/ANSI A 117.1-2009 ACCESSIBLE SEATING: ALL DINING / BAR ROOM IS ACCESSIBLE PER IBC 1108.2.9 ACCESSIBLE SEATS REQUIRED 219 X 0.05 = 11 SEATS ACCESSIBLE SEATS PROVIDED = 11 SEATS SEE FURNITURE PLAN. GENERAL INFORMATION ADDRESS OF PROPERTY: 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 TENANT: ETHAN STOWELL RESTAURANTS BUILDING OWNER: MIKE MCMURRAY, SEATTLE-SNOHOMISH MILL COMPANY, INC. 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. AND; 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. PARCEL NUMBER: 004342-120-015-00 AND 004342-120-017-00 (BEING COMBINED UNDER SEPARATE APPLICATION) JURISDICTION: EDMONDS PLANNING AND DEVELOPMENT DEPARTMENT ZONING: BD1 LOT SIZE: 19,791 SF (COMBINED) TENANT AREA: MAIN LEVEL: 4582 SQFT UPPER LEVEL: 1908 SQFT TOTAL: 6490 SQFT FIRE PROTECTION: EXISTING SPRINKLER AND FIRE ALARM THROUGHOUT CONSTRUCTION TYPE: V-B PROJECT DESCRIPTION INTERIOR TENANT IMNPROVEMENT FOR RESTAURANT USE IN EXISTING BUILDING. EXTERIOR WORK TO INCLUDE MINOR ALTERATION TO EXISTING PATIOS. DEFERRED PERMITS ELECTRICAL ENGINEERING MECHANICAL ENGINEERING PLUMBING ENGINEERING HOODS FIRE ALARM / SPRINKLER: MODIFICATIONS TO EXISTING SYSTEMS IF REQ'D. (E.G. WALK-IN IN COOLER LID) OWNER PROVIDED ITEMS THE FOLLOWING ARE PROVIDED BY OWNER. COORD WITH OWNER FOR OWNER SUPPLIED CONTRACTOR INSTALLED ITEMS. FREE STANDING FURNITURE RELATED BUILDING PERMITS (FOR REFERENCE / ESTABLISHING EXISTING USE) BLD2019-0529 HEALTH DEPARTMENT NOTES EQUIPMENT - ALL EQUIPMENT IN PLACE AND TURNED ON - ALL EQUIPMENT IS COMMERCIAL GRADE, LISTED BY NATIONAL SANITATION FOUNDATION (NSF) OR EQUIVALENT FOR ITSINTENDED USE ALL EQUIPMENT IN GOOD CONDITION ALL REFRIGERATION HOLDING AT 41 °F OR BELOW - IF PRESENT, AUTOMATIC DISHWASHER IS FUNCTIONAL AND DISPENSES SANITIZING RINSE WITH 50 200 PPM CHLORINECONCENTRATION, OR AT LEAST 180 °F FLOORS - ALL FLOORS IN THE KITCHEN, FOOD PREPARATION, FOOD SERVICE, FOOD STORAGE, AND DISHWASHING AREAS ARE SURFACEDWITH A DURABLE, NON -ABSORBENT, EASILY CLEANABLE MATERIAL IF FLOOR IS CONCRETE, ALL EXPANSION JOINTS, SEAMS, SAW CUTS, AND THE LIKE, INCLUDING IN CUSTOMER SEATING AREAS, ARE FILLED AND SEALED TO PROVIDE SMOOTH, CLEANABLE SURFACE - BASE COVING INSTALLED THROUGHOUT KITCHEN AND RESTROOMS WALLS - THE WALLS IN ALL AREAS OF FOOD PREPARATION, FOOD HANDLING, AND DISHWASHING AREAS ARE NON -ABSORBENT, SMOOTH, AND EASILY CLEANABLE - EXTRA WALL PROTECTION AT LEAST 16 INCHES TALL IS INSTALLED BEHIND ALL SINKS AND FOOD PREPARATION TABLES/COUNTERS. PLASTIC LAMINATE, FIBERGLASS REINFORCED PLASTIC (FRP), STAINLESS STEEL, OR EQUIVALENT IS ACCEPTABLE. NO PLASTIC -COATED HARDBOARD. MIRRORS WITH CLEANABLE FRAMES AT RESTROOM HANDWASH SINKS ARE ACCEPTABLE AS, OR PART OF, THE16 INCH BACKSPLASH. WALL PROTECTION HIGHER THAN 16 INCHES REQUIRED BEHIND COUNTERTOP EQUIPMENT TALLER THAN 161NCHES FLOOR TO CEILING WALL PROTECTION BEHIND DISHWASHERS WALL PROTECTION BEHIND MOP SINK COVERS ENTIRE SPLASH ZONE NO HOLES IN WALLS. ALL GAPS AROUND PLUMBING ENTERING WALLS MUST BE COVERED OR SEALED - CORNER GUARDS AND TRIM WORK INSTALLED WHERE NEEDED CEILINGS - THE CEILING ABOVE ALL AREAS OF FOOD PREPARATION, FOOD HANDLING, AND DISHWASHING AREAS ARE NON -PERFORATED, NON -ABSORBENT, SMOOTH, AND EASILY CLEANABLE. THIS INCLUDES SERVER STATIONS AND FRONT COUNTER AREAS WHEREOPEN FOODS ARE HANDLED. NO RAW WOOD BEAMS/RAFTERS - ALL LIGHT FIXTURES IN FOOD PREPARATION, FOOD HANDLING, FOOD STORAGE, AND DISHWASHING AREAS ARE PROVIDED WITHCOVERS OR ARE SHATTERPROOF - ALL LIGHTING IS FUNCTIONAL VENTILATION SYSTEM INSTALLED AND OPERATED TO MEET APPLICABLE BUILDING, MECHANICAL, AND FIRE CODES - NO HOLES OR GAPS IN CEILING PLUMBING ALL SINKS PROVIDE HOT AND COLD RUNNING WATER HANDWASH SINKS PROVIDE HOT WATER BETWEEN 100 °F -120 °F WITHIN 30 SECONDS ALL PLUMBING FIXTURES SECURELY MOUNTED TO WALL OR FLOOR ALL PLUMBING MEETS STATE AND LOCAL CODES. NO LEAKS INDIRECT PLUMBING (1 INCH MINIMUM AIR GAP) ON ALL FOOD PREP SINKS, MECHANICAL DISHWASHERS, ICE MACHINES,SODA DISPENSERS, ESPRESSO MACHINES, BEER TAP TRAYS, STEAM TABLES, DIPPER WELLS, AND WALK-IN REFRIGERATION - INDIRECT PLUMBING DOES NOT SPLASH WASTEWATER ONTO FLOOR WHEN DRAINING - IF SODA FOUNTAIN IS PRESENT, A REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) IS INSTALLED AT THE END OF THECOPPER WATER PIPE SERVICING THE SODA DISPENSING SYSTEM, PRIOR TO THE CARBONATION DEVICE. NO COPPER OF BRASSPIPES/FITTINGS DOWNSTREAM OF THE RPBA - ALL SINK BASINS HAVE ROUNDED CORNERS (NO 90° CORNERS) - WATER HEATER SUFFICIENTLY SIZED TO FILL 2 COMPARTMENTS OF THE 3- COMPARTMENT SINK WITH HOT WATER (100 °F)WITHOUT THE WATER DROPPING BELOW 100 °F - IF A CHEMICAL DISPENSING SYSTEM IS INSTALLED AT MOP SINK, IT IS CONNECTED TO A SEPARATE WATER SUPPLY, ORCONNECTED TO MOP SINK FAUCET VIA A 'SIDEKICK' ADAPTER OR WASTING -TEE. SCREW -ON TYPE 'WYEADAPTERS PROHIBITED - FAUCET ON 3-COMPARTMENT SINK REACHES ALL SINK BASINS. SPRAY HOSE OPTIONAL -DOES NOT REPLACE FAUCET ARM MISCELLANEOUS - A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES, OR A VERTICAL PARTITION 16 INCHES IN HEIGHT IS PROVIDED BETWEEN HANDWASH SINKS AND ALL FOOD PREPARATION AND STORAGE AREAS - A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES, OR A VERTICAL PARTITION 16 INCHES IN HEIGHT IS PROVIDED BETWEEN THE RAW MEAT/POULTRY/SEAFOOD PREPARATION SINK AND READY -TO -EAT FOOD PREPARATION AND STORAGE AREAS - ALL SPLASH GUARDS ARE SMOOTH, DURABLE, NON -ABSORBENT, EASILY CLEANABLE, AND SPAN ENTIRE WIDTH OF THE SINK - IF SPLASH GUARDS (EQUIPMENT, PARTITIONS, AND/OR WALLS) ARE PROVIDED ON BOTH SIDES OF A HANDWASH SINK, THE DISTANCE BETWEEN THE SPLASHGUARDS ARE AT LEAST 18 INCHES APART (SHOULDER -WIDTH) TO ALLOW PROPER ACCESS. - SOAP AND PAPER TOWEL DISPENSERS MOUNTED AT ALL HANDWASH SINKS, AND NOT IN AREAS WHERE POTENTIAL CONTAMINATION CAN OCCUR FROM DRIPPING CABINET SHELVING IS NON -ABSORBENT, SMOOTH, AND EASILY CLEANABLE. NO SELF - STICK VINYL OR SIMILAR TYPE SURFACES - ALL EXTERIOR ENTRANCE DOORS ARE TIGHT -FITTING WITH PROPER DOOR -SWEEPS AND/OR GASKETS. NO DAYLIGHT IS VISIBLE WHEN DOOR IS CLOSED - CONDENSATION LINES THAT DRAIN OUTSIDE ARE CAPPED WITH NON -CORRODIBLE, FINE -MESH SCREEN CAM -PLUGS IN WALK-IN COOLER WALLS INSTALLED - FLASHING INSTALLED WHERE SPACES 12 INCHES OR LESS ARE CREATED BETWEEN WALK-IN COOLER AND WALL ALL GAPS AND CREVICES IN FOOD PREPARATION AND FOOD HANDLING AREAS THAT CREATE AN UNCLEANABLE SPACE AREPROPERLY CAULKED/SEALED. EXAMPLES: GAPS BETWEEN WALLS AND SINKS/MOUNTED COUNTERTOPS; GAPS BETWEEN SPLASHGUARDS AND SINKS; GAPS BETWEEN DROP -IN SINK EDGES AND COUNTERTOP. - RESTROOM DOORS ARE TIGHT FITTING AND SELF -CLOSING Alto. 44 OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 9w REGISTERED MICHAEI PICARD STATE OF VN4SHNGTON PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: BUILDING INFO & CODE SUMMARY RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 1 /2" MAX CODE DOOR AND HARDWARE NOTES CODE TURNING SPACE NOTES CODE TURNING SPACE NOTES q�ao: 1. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS 1. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 1. ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 36" ON INTERIOR ROUTES AND 44" ' SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT ON EXTERIOR ROUTES AND BE FREE OF ALL OBJECTS THAT PROTRUDE MORE GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 12" 2. TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. THAN 4" INTO THE ROUTE BETWEEN 27" AFF AND 80" AFF, INCLUDING FIRE 0 K A N 0 P I C A R D STUDIO CURVED NOSING CODE HANDRAIL NOTES EXTINGUISHER CABINETS, MAILBOXES, WALL -MOUNTED TELEVISIONS, DRINKING 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA 2. OPERABLE PARTS OF SUCH HARWDARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE MIN 3. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITED TO SWING INTO THE TURNING SPACES. FOUNTAINS, ETC. X X T:206.856.9955 E:info@OkanoPicardStudio.com FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. Q 11" MIN 1. HANDRAILS SHALL EXTEND BEYOND & IN THE SAME DIRECTION OF STAIR 2. ALL PUBLIC EXTERIOR DOOR FORCES SHALL MEET 10 POUNDS OF FORCE OR \ TYP FLIGHTS & RAMP RUNS. LESS, INTERIOR DOORS MUST HAVE A 32" CLEAR OPENING WHEN OPEN AT 90 DEGREES. od 32" MIN 2. EXTENSIONS SHALL RETURN TO A WALL GUARD, OR THE LANDING 8384 SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT 3. SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, ARC111<C O STAIR FLIGHT OR RAMP RUN. L RAISED, AND BRAILLE CHARACTERS AND PICTOGRAMS. THESE SIGNS SHALL BE -I /- VERTICAL RISER BOTTOM HANDRAIL TOP HANDRAIL 60" MOUNTED 60" AFF TO THE BOTTOM OF THE TOP MOST LETTERS AND NOT LESS d EXTENSION AT STAIR EXTENSION AT STAIR FLOOR30"X40" CLEAR THE 12" 36" 12" ACCESSIBLE SINKS, URINALS AND SHALL BE LOC OBOTTOM ONTHE OOSIGN LATCH SIDE OF THE DOOR, APPROXIMATELY MATELY 9" !� CODE STAIR NOTES DRINKING FOUNTAINS. TYPICAL FROM THE JAMB ON CENTER. STATE OFVWaiNGTON SLIDING DOOR 32" MIN 1. ALL STEPS ON A FLIGHT SHALL HAVE UNIFORM RISER HEIGHT & TREAD - — — 4. TRANSITIONS BETWEEN FLOOR MATERIALS SHALL BE LEVEL VERTICAL UP TO �30 MAX DEPTH, TYP. i I 1/4" OR BEVELED 1:2 UP TO 1/2". HINGE DOOR �E-y(A ro / ANGLED RISER 2. OPEN RISER SHALL NOT BE PERMITTED. " eg0„ \ 5. TRASH DISPOSAL UNITS MUST BE ON AN ACCESSIBLE ROUTE, HAVE CONTROLS M/N WITHIN THE REACH RANGE, HAVE A CLEAR FLOOR SPACE OF 30" X 48" FOR 32" CLR 12 12 3. PROVIDE HANDRAILS BOTH SIDES. J EITHER A FORWARD OR SIDE APPROACH TO ALLOW USE OF THE DISPOSAL UNIT, MIN 11 1 1/2" MAX MIN MIN CENTERED ON THE CONROLS AND BE OPERABLE WITH ONE HAND AND SHALL 36" MIN 4. THE LEADING 2" OF EACH TREAD SHALL HAVE VISUAL CONTRAST FROM THE "' / NOT REQUIRE TIGHT PINCHING, GRASPING OR TWISTING. THE FORCE TO REMAINDER OF THE TREAD. L _ _ - OPERATE CONTROLS SHALL BE 5 POUNDS MINIMUM. T-SHAPED TURNING SPACE CIRCULAR TURNING SPACE 60" SQUARE CLEAR FLOOR SPACE 6. OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SHALL COMPLY 5. STAIR TREADS SHALL COMPLY WITH ALL FLOOR SURFACE REQUIREMENTS. AT WATER CLOSETS. TYPICAL WITH THE FOLLOWING: AT MAXIMUM REACH DEPTH 0.5": 48" MAX REACH HEIGHT DOORWAYS W/O DOORS FOLDING DOOR BEVELED NOSING TOP & BOTTOM OF HANDRAIL EXTENSIONS AT RAMPS 6. STAIR TREADS & LANDINGS SUBJECT TO WET CONDITIONS SHALL BE REQUIRED, AT MAXIMUM REACH DEPTH 2": 46" MAX REACH HEIGHT REQUIRED, DESIGNED TO PREVENT THE ACCUMULATION OF WATER. AT MAXIMUM REACH DEPTH 5": 42" MAX REACH HEIGHT REQUIRED, AT MAXIMUM CODE DETAILS DOORWAYS CODE DETAILS STAIRS PLAN ACESSIBILITY CLEARANCES & TURNING SPACES REACH DEPTH 6": R MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 9": 36" MAX REACH HEIGHT REQUIRED, AT MAXIMUM REACH DEPTH 11": 34" MAX REACH HEIGHT REQUIRED. SCALE: 1/2" = V-0" SCALE: 1/4" = l'-0" 0 w EXTENSION BEYOND HINGE 0 REQUIRED IF BOTH CLOSER LuAND LATCH ARE PROVIDED o F Lu Lu Q > > 1�cq z J J z_ z_ N 2-1 10 z 42" MIN 36"MIN w w 0 0 N 22" 12„ o� 24" o� 24" M M ao ao v O � V v o MIN MIN 0 MIN 0 MIN z z PROJECT: U z z Ill N Z N Z 0 0 30" MIN 30" MIN m VICTOR TAVERN EDMONDS - z / \ 550 MAIN STREET, SUITE#100 F I Fco I EDMONDS, WA 98020 30" MIN 30" MIN HINGE APPROACH: HINGE APPROACH: HINGE APPROACH: LATERAL APPROACH: LATERAL APPROACH: FRONT APPROACH SIDE APPROACH ` 1 PUSH SIDE PULL SIDE PULL SIDE PULL SIDE PUSH SIDE FORWARD APPROACH FORWARD APPROACH / PROJECT ARCHITECT: MP DRAWN BY: SZ o o JOB NUMBER: 2216 F- 7 o DOOR 48" 11 Z WIDTH PROJECT STATUS: �co 00 MIN � n %o MIN v v 24" � 22" MIN 60" MIN x x MIN MIN I I I I N� N I co )� / L--——— — — — — —-- L-------------J — — — 32" 32" 12"EXTENSION BEYOND LATCH REQUIRED IF EXTENSION BEYOND CLR MIN CLR MIN PERMIT SET 48" MIN 60" MIN CLOSER AND LATCH LATCH = 0" IF NO 32 0 0 I ARE PROVIDED CLOSER AND LATCH CLR MIN TOE CLEARANCE: KNEE CLEARANCE: V / FEBRUARY 21, 2023 DR R PARALLEL APPROACH MANUEVERING CLEARANCE IN AN ALCOVE PLAN PLAN FRONT APPROACH: FRONT APPROACH: FRONT APPROACH: FRONT APPROACH: STOP OR LATCH APPROACH S&F POCKET OR HINGE APPROACH S&F \ / PUSH SIDE W/ BOTH PUSH SIDE PULL SIDE SLIDING (S) & FOLDING (F) CODE DETAILS CLEAR FLOOR SPACE CLOSER & LATCH SCALE: 1/2" = V-0" CODE DETAILS DOOR AND DOORWAY APPROACH " MAX SCALE: 1/4" = 1'-0" 10" 10"-24" MAX 20" MAX 20"-25" MAX a MAX a a / d d MIN co z I co M I N OBJECTS WITH LEADING (A) (B) (A) a' EDGES MORE THAN 27" UP TO 80" A.F.F. SHALL NOT 10" PROTRUDE MORE THAN 4" MAX MIN MIN "' HORIZONTALLY INTO THE CIRCULATION PATH TOE / KNEE CLEARANCE UNOBSTRUCTED SIDE REACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED SIDE REACH OBSTRUCTED FORWARD REACH ELEVATION CODE DETAILS PROTRUDING OBJECTS CODE DETAILS REACHING RANGES SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" NOTE: THE REQUIREMENT FOR KNEE AND TOE CLEARANCES 54"MIN FORWARD OF REAR WALL SHALL NOT APPLY TO MORE THAN ONE BOWL OF A 6" 12" cn 39" - 41" MULTIBOWL SINK (UNLESS PROVIDE 48"X30" CLEAR RESIDENTIAL USE) MAX MIN 36" MIN FLOOR SPACE AT fn URINAL PER SECTION 11" MAX Ir 305 ICC/ANSI A117.1 PROVIDE ACCESSIBLE z 12" 42" MIN z CONTROLS TO WATER =,0 1 MAX AND 48"X30" CLEAR FLOOR vm o SPACE AT SINK PER SECTION 7„ g„ 305 ICC/ANSI Al17.1 _I_ Lu w o DIMENSIONS H w W = o TO J-BOX N0: DATE: DESCRIPTION: BY: — — — — Lu Z o _z H U � Z --n ILL U O O O ¢ ¢ Y REVISIONS: U - o¢ D- z D Z z 0 O O 2 0 - °o o � Z_ O X z o � X d LL. Of W W X =O Of SHEET TITLE: v cn O W o Of J m ¢¢ z U¢ O v w TP ROLL o w z z o ¢ - � LL' Z - v U z - o 0 co U) LL - - Z H O) m I W O co H J V W N (n co Z U i.r': M N coO Z J M - INSULATE EXPOSED D o O o w w o z o ADA CLEARANCE z_ r co w HOT WATER AND DRAIN I O z z o U '� ~ z U 18" N J i - ( " � x - ~ �' REQUIREMENTS O O v w PIPES, TYP F_-1 N~ o _ ¢ w L" `" N w ¢ 1 1 1 w 0 RESUB ACCESSIBLE URINAL MIRROR OVER 6" 11"MIN SOAP NAPKIN SEAT COVER SEAT COVER BABY CHANGING TOWEL HAND DRYER LIGHTING, ENVIRONMENTAL FIRE FIRE GARBAGE HOOK SHELF ELECTRICAL OUTLET SHEET NUMBER: CITY OF EDMONDS TP DISPENSER ONE MIN WHERE SINK DISPENSER DISPOSAL DISPENSER AT DISPENSER AT STATION DISPENSER &APPLIANCE CONTROLS, EXTINGUISHER EXTINGUISHER SLOT AND COMMUNICATION DEVELOPMENT SERVICES LOCATED TOE KNEE BACK WALL SIDE WALL AND FIRE ALARM PULL CABINET SYSTEM RECEPTACLES DEPARTMENT KICK CLEARANCE STATIONS CODE DETAILS MOUNTING HEIGHTS 0 2 SCALE: 1/2" = V-0" 0 MAIN ENTRANCE (E) TREE 1 SITE PLAN SCALE: 1" MAIN STREET ALLEY EXISTING SIDEWALK - PROPOSED FIRE ENCLOSURE, Z" 0 M \ / 1 0 ZONING CODE SUMMARY ► O K A N O P I C A R D STUDIO ZONING AND DISTRICT INFO: 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA (PER SNOHOMISH COUNTY ASSESOR) T:206.856.9955 E:info@OkanoPicardStudio.com • BASE ZONE: BD1- RETAIL CORE • QUARTER SECTION SW TOWNSHIP RANGE: 27 • ENVIRONMENTAL NO 9384 REGISTERED PERMITTED USES (TABLE 16.43.020) AR CT BD1 - RESTAURANTS ARE PERMITTED. aj SITE DEVELOPMENT STANDARDS (16.43.030) PIC D 1 VII�SFtMG PER TABLE 16.43-2 (BD1) STATE OF TON MINIMUM LOT AREA:O - EXISTING NO CHANGES PROPOSED MINIMUM LOT WIDTH:O - EXISTING NO CHANGES PROPOSED MINIMUM STREET SETBACK:O - EXISTING NO CHANGES PROPOSED MINIMUM SIDE SETBACK:O - EXISTING NO CHANGES PROPOSED MINIMUM REAR SETBACK:O - EXISTING NO CHANGES PROPOSED MAXIMUM HEIGHT: 30' - EXISTING NO CHANGES PROPOSED MINIMUM HEIGHT OF GROUND FLOOR WITHIN DESIGNATED STREET FRONT: 15, - EXISTING NO CHANGES PROPOSED PARKING ON SITE: 7 SPACES (SHARED) INCLUDING 1 ADA PARKING EXISTING PARKING EVALUATED FOR RESTAURANT USE. NO CHANGE REQUIRED FOR THIS PERMIT. PROJECT: = VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 0 EDMONDS, WA 98020 cn Z w PROJECT ARCHITECT: MP QDRAWN BY: SZ = JOB NUMBER: 2216 t— Lfl PROJECT STATUS: r0 E PERMIT SET FEBRUARY 21, 2023 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: SITE PLAN RESUB may I Fa -20-22- SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT u'llillu, DEMO DOOR AND WALL TO BE FILLED I ---- --------------- SCARIFY 1" RECESS IN SLAB FOR WOOD FLOOR TO SET FLUSH W/ SLAB - ------------------- ------------------- (E) KITCHEN PASS TO BE DEMO'D L- - - I L - �C----------------------�-------_--------_----- - MAIN LEVEL DEMO PLAN SCALE: 1/4" = 1'-0" DEMO FLOOR PLAN KEY FLOOR PLAN KEY EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION L - - - - - - - J OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 93U REGISTERED AR CT PICARD ` STATE OF VOSHiNGTOV PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: MAIN LEVEL DEMO PLAN RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I C D )-- 6 \ \ \ \ \ \ \ \ \ \ ------------------------------------------- --- I \ I I I \ \ DEMO FLOOR PLAN KEY FLOOR PLAN KEY EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION L------- J \ \ OPEN TC BELOW / / N I \ V� \ \ DEMO (E) DOOR AND �^ \ WALL I I I I I A I I i i------------------- \ II ►� II � i ` I t------J \ I I I I I I \ I NOT PART OF THIS PERMIT I I I I I N 1 UPPER LEVEL DEMO PLAN SCALE: 1/4" = V-0" lllllo44 Akio. OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 93U REGISTERED AR CT PICARD ` STATE OF VOSHiNGTOV PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: UPPER LEVEL DEMO PLAN RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I I I -- -----4 I I u KITCHEN STORAGE (E) MAKE UP AIR SHAFT MAIN LEVEL FLOOR PLAN SCALE: 1/4" = V-0" PART OF THIS PERMIT GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD OR EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 2. FURNITURE, CLEARANCE, AND DIMENSIONS NOTED F.O.F ARE TO FACE OF FINISH. 3. ALL EXISTING CONDITIONS TO BE VERIFIED BY G.C. 4. POST OCCUPANTS SIGN ABOVE ENTRY DOOR TO READ: " MAXIMUM OCCUPANT LOAD 199" 5. SEE KITCHEN SHEETS FOR EQUIPMENT PLANS AND SCHEDULES. 6. CONFIRM (E) GREASE TRAP/ INTERCEPTOR LOCATION FOR REQUIRED CONNECTIONS. 7. DEDICATED TRASH & RECYCLEING PROVIDED IN PARKING, SEE SITE PLAN. 8. EXIT DOORS TO REMAIN UNLOCKED DURING BUSSINESS HOURS W/ SIGN " THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 9. PARTITIONS GO FROM FLOOR TO STRUCTURE ABOVE, U.N.O 10. ALL PLUMBING/ GAS PIPING & ALL GAS & WATER FEATURES SUCH AS CONNECTOUS, VALVES, BACKFLOW PREVENTERS & SIMILAR SHALL BE ROUTED IN WALL, DIE WALLS OR CLEAR SPACES BEHIND EQUIPMENT SUCH THAT EQUIPMENT CAN BE PLACED TIGHT TO FACE OF WALL FINISH. LEAVE NICHES OPEN AS REQ'D FOR ACCESS. FLOOR PLAN KEY FLOOR PLAN KEY EXISTING CONSTRUCTION PROPOSED CONSTRUCTION 3'-0" CLEAR IQ AISLES ACCESSWAYS 19" AWAY FROM TABLE o EDGES WHERE CHAIRS ARE PLACED RECESS WOOD FLOOR DOOR SCHEDULE REF. LOCATION PANEL FINISH HARDWARE NOTE WIDTH I HEIGHT I THICKNESS FRAME MAIN LEVEL 01 CUSTOMER DINING 3' - 6" 7' -11" 1 3/4" ALUM. EXISTING DOOR W/(E) DOOR CLOSER & (E) PANIC HARDWARE 02 CUSTOMER DINING 3' - 6" 7' -11" 1 3/4" ALUM. EXISTING DOOR W/(E) DOOR CLOSER & (E) PANIC HARDWARE 03 KITCHEN STORAGE 3' - 0" 6'- 8" 1 3/4" WD. EXISTING DOOR W/(E) DOOR CLOSER & (E) PANIC HARDWARE 04 EXIT STAIRWELL 3' - 0" 7' - 0" 1 3/4" WD. EXISTING DOOR W/(E) DOOR CLOSER & (E) PANIC HARDWARE UPPER LEVEL 05 1 REC. ROOM 3' - 0" 16'- 8" 1 1 3/4" 1 WD. I EXISTING DOOR W/(E) DOOR CLOSER & (E) PANIC HARDWARE FAI A ACCESSIBLE ENTRANCE, REF. SITE PLAN FOR ACCESSIBLE OUTDOOR PATH " GLASS X w FLUSH CD Lu FLOOR ASSEMBLIES SCALE: 1" = V-0" P1 TYP GYP WALL PARTITION - FINISH PER INTERIOR ELEVATIONS OR SCH LE- 5/8" GWB - 3 5/8" MTL STUD @ 16" O.C. ACCOUSTIC BATT INSULLATION 5/8" GWB FINISH PER INTERIOR ELEVATIONS OR SCHE E P1-2 1 1/2" MTL STUD @ 16" O.C. 6" MTL STUD @ 16" O.C. P3 WOOD/ GLASS PARTITION 1X3 (ACTUAL) WOOD FRAMING W/ WOOD STOPPED IN WOOD PANELS OR GLASS. F1 TYP FLOOR LIGHT GRIND/ SEAL (E) CONC. SLAB F2 BAR FLOOR - 3/4" FLOORING GLUE TO (E) CONC. PER MFR. - (E) CONC. SLAB A P2 FURRING 1 SOFFIT 6" MTL STUD 5/8" GWB FINISH PER INTERIOR ELEVATIONS OR SCHEDULE OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 9384 REGISTERED AR CT PICARD STATE OF TON PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PRICING SET APRIL 21, 2023 2 05115/2023 PERMIT REVISION 2 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: MAIN LEVEL FLOOR PLAN RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PARTITION ASSEMBLIES D - I 3 A300 E -- Fl - \ I \ UNOCCUPIED y 1 A300 5 6 k* , OPEN TC BELOW I I I I v I / \ A I I I \ I / ELEVATOR HIGH TABLE I N I F_ -1I ----- _ADA------ \\ � ----- L -1 t-------tT \ 1' 8" \ \ REC. ROOM ENGINEERED WOOD /I \ /21"FLOORING, 34 1/2" / / \ POOL TABLE \ I I L - -1�� 7 Cn ' 10 A502 8 �I - is I 9 05 DN _ BUILT-IN BENCH I (E) AIR SHAFT I I I I --- L= ----- ----------------------J / \ HOST I I I I I A502 12 MINITURE BOWLING I I I \ � i BUILT-IN BENCH (E) AIR SHAFT SERVICE AREA NOT PART OF THIS PERMIT GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD OR EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 2. FURNITURE, CLEARANCE, AND DIMENSIONS NOTED F.O.F ARE TO FACE OF FINISH. G TING TION VER Y G.CCUPANTS SIGN ABOVE ENTRY DOOR TO READ: M OCCUPA T LOAD 199" 5. SEE KITCHEN SHEETS FOR EQUIPMENT PLANS AND SCHEDULES. 6. CONFIRM (E) GREASE TRAP/ INTERCEPTOR LOCATION FOR REQUIRED CONNECTIONS. 7. DEDICATED TRASH & RECYCLEING PROVIDED IN PARKING, SEE SITE PLAN. 8. EXIT DOORS TO REMAIN UNLOCKED DURING BUSSINESS HOURS W/ SIGN " THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 9. PARTITIONS GO FROM FLOOR TO STRUCTURE ABOVE, U.N.O. 10. ALL PLUMBING/ GAS PIPING & ALL GAS & WATER FEATURES SUCH AS CONNECTOUS, VALVES, BACKFLOW PREVENTERS & SIMILAR SHALL BE ROUTED IN WALL, DIE WALLS OR CLEAR SPACES BEHIND EQUIPMENT SUCH THAT EQUIPMENT CAN BE PLACED TIGHT TO FACE OF WALL FINISH. LEAVE NICHES OPEN AS REQ'D FOR ACCESS. UPPER LEVEL FLOOR PLAN SCALE: 1/4" = V-0" FLOOR PLAN KEY FLOOR PLAN KEY Alto. Alto. "'o", 4 OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com EXISTING CONSTRUCTION 8384 PROPOSED CONSTRUCTION REGISTERED ARCMI MCT- T-0" CLEAR PICARp < AISLES ACCESSWAYS STATE OF VIASFINGTON Lu C) 19" AWAY FROM TABLE q EDGES WHERE CHAIRS ARE PLACED RECESS WOOD FLOOR PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: UPPER LEVEL FLOOR PLAN RESUB A.4ay 4 5 2923 SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 21 1)(2 1 I QLT-7 3 OPEN TO STRUCTURE 717 TV LT-4 LT-4 L=� Lj L� Lj� Lj I -QLT-7 PRIVATE DIN NG ROOM LT-7 LT-7 B — — LT-1 — — — — ai LT-7 I 0 CUSTOMER DINING LT-7 LT-1 LT-1 \ WOMEN RESTROOM LT-1 L(:c T 1 I `i LT-1 LT-1 LT-1 10 LT-7 LT-1 LT 1 LT-1 LT-1 0 MEN RESTROOM -- LT-7 LT-7 LT-1 9 9 -0 LT-7 --------------- — — — — — — I I I I I I I I LT-1 I I h I I V ------- ----j -- (E) GYP CEILING LT-1 LT-1 LT-1 LT-1 0 LT-1 LT-1 LT-1 LT-8-- — SCULLERY (E) GYP CEILING LT-8 < < > — LT-8 KITCHEN STORAGE LT-8 LT-8 5 OLT-7 LT-4 ELT-7 I OPEN TO STRUCTURE T 3 I LT -3 LT 3 LT 3 LT-3 � \ LT-3 O LT o _ LT LT-2 LT-2 LT-2 LT-2 i 0 LT-2 LT LT-2 MBAR 1 LT 2 /LT--{3 O (3) ROWS- LT-10 { LT-2 1 LT-2 I N 1 di 1 D LT-2 ry LT-2 O 0 I H 11 U LT-2 1 n LT-2 O - 1 �H O I II II H I LT-5 LT-5 LT-5 U \ O � � o LT-8 I J J J U / \ KITCHEN LT-12 WALK-1COOLER - COOLER CEILING PER MFR AK PER LT-12 LT-3 1 T-3 .T C� .T (E) ARCHED WOOD BEAM T T T 7) ( 8 0 LT-4 I m LT 3' LT-3 LT-3 0 0 0 LT-7 LT-7 I I I I i I LT 0 i I I I LT-3- I I LT-3 LT-3 �o HOOD PER MFR I I ------- -------------------------------- I I I I I I i ii OT PART OF THIS PERMIT l Alt,. ol. RCP LEGEND OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA LT-1 SURFACE MOUNT LIGHT 12 WATTS X 42 = 504 WATTS T:206.856.9955 E:info@OkanoPicardStudio.com LT-2 PENDANT LAMP 15 WATTS X 13 = 195 WATTS 9384 REGISTERED O LT-3 SUSPENDED PENDANT 13 WATTS X 51 = 663 WATTS % ARCFI�CT LT-4 LARGE DECORATIVE PENDANT 22 WATTS X 4 = 88 WATTS PICARD STATE OF VN4SFINGTON OO LT-5 SUSPENDED HEAT LAMP KITCHEN EQUIPMENT LT-7 WALL SCONCE 60 WATTS X 14 = 840 WATTS LT-8 TRACK LIGHT W/ TRACK HEAD 9 WATTS X 72 = 648 WATTS LT-10 LED TAPE LIGHT 3 W/FT X 64.5 FT = 193.5 WATTS C00 TS 150 WATTS X 2 = 300 WATTS ® EXIT SIGN W/ INTEGRAL BATTERY EMERGENCY LIGHTING TOTAL = 3431.5 WATTS RCP NOTES: 1. SEE DRAWINGS FOR KITCHEN ELECTRICAL AND GAS ROUGH -IN REQUIREMENTS. CONFIRM W/ EQUIPMENT SPECS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 2. ALL LIGHTING TO BE ON DIMMERS WITH THE EXCEPTION OF EMPLOYEE AREAS, STORAGE, COOLER. WHICH ARE TO BE ON AUTOMATIC SENSORS. 3. ALL LIGHTING COLOR TEMPERATURE TO BE 2700K AND 90CRI OR HIGHER. 4. FOR CEILING OR FIXTURE MOUNT HEIGHT SEE SECTIONS. CHORD SUSPENDED FIXTURES PLAN FOR LENGTH OF CHORD TO HANG FIXTURE 5'-0" AFF WITH FINAL ADJUSTMENT TBD IN FIELD BY ARCHITECT/OWNER. 5. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING THROUGHOUT, SEE CODE ANALYSIS PLAN NEW WIRING OR CIRCUIT FOR INTERIOR LIGHTING, PROVIDE REQUIRED MANUAL CONTROLS PER C405.2.3 OCCUPANCY SENSOR CONTROLS PER C405.2.1, DAYLIGHT RESPONSIVE CONTROLS PER C405.2.4 AND APPLICATION SPECIFIC LIGHTING CONTROLS PER C405.2.5. FOR EXTERIOR LIGHTING, PROVIDE CONTROLS PER C405.2.7. INTERIOR LIGHTING ALLOWANCE CALCULATION (WSEC C405.4.2.11: GIVEN: LPA = 0.71W PER SOFT - BUILDING AREA METHOD TOTAL WATTS ALLOWED 6490 SF X 0.79W = 5127.1 WATTS TOTAL SHOWN = 3431.5 WATTS, OKAY LIGHTING FIXTURE SCHEDULE CODE NO. MFR PRODUCT TYPE FINISH QTY NOTES LT-1 DAVEY LIGHTING SHIP COMPANIONWAY SURFACE MOUNT LIGHT TBD 42 LT-2 REOLUTE STURGIS PENDANT TBD 13 LT-3 REJUVENATION RLM PENDANT OIL RUBBED BRONZE 51 LT-4 I RESOLUTE XOREL 6423 805 LARGE DECORATIVE PENDANT 4 LT-5 BASELITE CORPORATION MODEL#FWD10 SUSPENDED HEAT LAMP 3 LT-7 URBAN ELECTRIC PUNCH WALL SCONCE 14 LT-8 JUNO Trac-LitesTM 10W LED R600L Series TRACK LIGHT W/ TRACK HEAD 72 LT-10 WAC LIGHTING T24-CS1 LED TAPE LIGHT UNDER SHELF W/ ALUMINUM CHANNEL 64.5 FT LT-12 COMPONENT HW LED48X754-CL-N COOLER LIGHT 2 PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: N SHEET TITLE: MAIN LEVEL RCP MAIN LEVEL RCP SCALE: 1/4" = V-0" RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 30 B -- I \� \ I � \ \ UNOCCUPIED i 0 � \ \ p LT-1 LT-1 LT-3 �� o OFFICE LT-3 Ali � I - II r I,I LT 3 (E) SKYLIGHT � II_ 'I lllli LT 3 i Imo— LT-1 I� /LT-3\l o, (E) GYP LID, REC. ROOM PAINTED I iLT-3 �I ii \ A OA. 4- ,, hi RCP LEGEND OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com LT-1 SURFACE MOUNT LIGHT 12 WATTS X 42 = 504 WATTS LT-2 PENDANT LAMP 15 WATTS X 13 = 195 WATTS 9384 O LT 3 SUSPENDED PENDANT 13 WATTS X 51 = 663 WATTS REGISTERED % ARCFI�CT O LT-4 LARGE DECORATIVE PENDANT 22 WATTS X 4 = 88 WATTS PICARD STATE OF 11N4SHNGTON Op LT-5 SUSPENDED HEAT LAMP KITCHEN EQUIPMENT LT-7 WALL SCONCE 60 WATTS X 14 = 840 WATTS LT-8 TRACK LIGHT W/ TRACK HEAD 9 WATTS X 72 = 648 WATTS LT-10 LED TAPE LIGHT 3 W/FT X 64.5 FT = 193.5 WATTS LT-1 R LIG 150 WATTS X 2 = 300 WATTS ® EXIT SIGN W/ INTEGRAL BATTERY EMERGENCY LIGHTING TOTAL = 3431.5 WATTS RCP NOTES: 1. SEE DRAWINGS FOR KITCHEN ELECTRICAL AND GAS ROUGH -IN REQUIREMENTS. CONFIRM W/ EQUIPMENT SPECS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 2. ALL LIGHTING TO BE ON DIMMERS WITH THE EXCEPTION OF EMPLOYEE AREAS, STORAGE, COOLER. WHICH ARE TO BE ON AUTOMATIC SENSORS. 3. ALL LIGHTING COLOR TEMPERATURE TO BE 2700K AND 90CRI OR HIGHER. 4. FOR CEILING OR FIXTURE MOUNT HEIGHT SEE SECTIONS. CHORD SUSPENDED FIXTURES PLAN FOR LENGTH OF CHORD TO HANG FIXTURE 5-0" AFF WITH FINAL ADJUSTMENT TBD IN FIELD BY ARCHITECT/OWNER. 5. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING THROUGHOUT, SEE CODE ANALYSIS PLAN NEW WIRING OR CIRCUIT FOR INTERIOR LIGHTING, PROVIDE REQUIRED MANUAL CONTROLS PER C405.2.3 OCCUPANCY SENSOR CONTROLS PER C405.2.1, DAYLIGHT RESPONSIVE CONTROLS PER C405.2.4 AND APPLICATION SPECIFIC LIGHTING CONTROLS PER C405.2.5. FOR EXTERIOR LIGHTING, PROVIDE CONTROLS PER C405.2.7. INTERIOR LIGHTING ALLOWANCE CALCULATION (WSEC C405.4.2.1): GIVEN: LPA = 0.71W PER SQFT - BUILDING AREA METHOD TOTAL WATTS ALLOWED 6490 SF X 0.79W = 5127.1 WATTS TOTAL SHOWN = 3431.5 WATTS, OKAY LIGHTING FIXTURE SCHEDULE CODE NO. MFR PRODUCT TYPE FINISH QTY NOTES LT-1 DAVEY LIGHTING SHIP COMPANIONWAY SURFACE MOUNT LIGHT TBD 42 LT-2 REOLUTE STURGIS PENDANT TBD 13 LT-3 REJUVENATION RLM PENDANT OIL RUBBED BRONZE 51 LT-4 RESOLUTE XOREL 6423 805 LARGE DECORATIVE PENDANT 4 LT-5 BASELITE CORPORATION MODEL#FWD10 SUSPENDED HEAT LAMP 3 LT-7 URBAN ELECTRIC PUNCH WALL SCONCE 14 LT-8 JUNO Trac-i 10W LED R600L Series TRACK LIGHT W/ TRACK HEAD 72 LT-10 WAC LIGHTING T24-CS1 LED TAPE LIGHT UNDER SHELF W/ ALUMINUM CHANNEL 64.5 FT LT-12 COMPONENT HW LED48X754-CL-N COOLER LIGHT 2 PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: UPPER LEVEL RCP RESUB SHEET NUMBER: CITY OF EDMONDS N DEVELOPMENT SERVICES UPPER LEVEL RCP DEPARTMENT SCALE: 1/4" = V-0" Al 31 LONGITUDINAL SECTION THRU MEZZANINE SCALE: 1/4" = Ii0 B I; REC. R( H REC. ROOM ).PARAPET 122' - 81 /4" T.O.RIDGE 120' - 2 7/8" Y ).FRAMING h 120' - 01/2/2" DER LEVEL 110' - 0" IAIN LEVEL 100'-0" OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 9384 DjA7RCT E GISTEREO D ` STATE OF VOSHiNGTOV PROJECT: PARA� 22' - 8 1/4" VICTOR TAVERN EDMONDS f.O.RIDGE 550 MAIN STREET, SUITE#100 20' - 2 7/8" Y EDMONDS, WA 98020 .FRAM 20' - 0 1/2" PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: ER 10EVEL PERMIT SET FEBRUARY 21, 2023 41N LEVEL 100' - 0" � I I UPPER LEVEL OL 110' - 0" NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: BUILDING SECTIONS MAIN LEVEL OL 100'-0„ RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LONGITUDINAL SECTION THRU ENTRY SCALE: 1/4" = 1'-0" FA1111 ul FINISH KEY KEY DESCRIPTION MANFACTURERI MODEL NUMBER LOCATION CONC-0 1 EXISTING CONCRETE N/A CUSTOMER AREA FLOOR UCRT-01 UCRETE, UD-200 TBD B.O.H & KITCHE FLOOR UP-01 LEATHER UPHOLSTERY SEAT AND BACK, CHANNEL TUFTING TBD BANQUETTE & BOOTHS FRP-01 FRP PANEL TBD KITCHEN AND BEHIND EQUIP AT DIE WALLS MTL-01 RAW HOT ROLLED STEEL, OIL/ WAX TBD MISC. METAL, TRIM, FURNITURE MTL-02 STAINLESS STEEL TBD KITCHEN WALL CLADDING MTL-03 PAINTED METAL TBD NOT USED PT-01 PAINT TBD BACK OF HOUSE PT-02 PAINT TBD WALLS AND CEILING PT-03 PAINT TBD CASEWORK PT-04 PAINT TBD PANELING PT-05 PAINT TBD TRIMS RB-01 RUBBER BASE TBD NOT USED SS-01 SOLID SURFACE COUNTER TOP TBD BATHROOM CT-01 TILE TBD BATHROOM WALL CT-02 TILE TBD BATHROOM FLOOR WP-01 WALLPAPER TBD WD-01 WHITE OAK, STAIN/ SEAL TBD BANQUETTE & BOOTHS WD-02 BUTCHER BLOCK TBD KITCHEN COUNTERTOPS WD-03 RECLAIMED/ AGED WOOD BOARDS TBD WALL CLADDING WD-04 FLAT OR RECESSED PANEL/ OG, PAINTED TBD PANELING WD-05 PRE -FINISHED, ENGINEERED WOOD FLOORING TBD UPPER LEVEL FLOORING LIGHT FIXTURES PER SCHEDULE, TYP (E) BEAI (E) COL LEATHE (U P-01) BASE T (WD-01) * 1I' BAR - WEST HANGING LIQUOR 16 GA HANG WIRE SHELVES, (MTL-01)�- WOOD BAR TOP, (WD-01) (E) COL. WOOD PANEL PAINTED, (PT-0 ------ -------�---------------� „ III I, „ III Ip pl III IN �,1 11 11 „I 1,1 III I,1 III IQ „I 1,1 „I 1,1 NI III I,1 III I,1 III III IQ III IQ III III I,1 NI 111 NI 1,1 III I,I III I,1 III I,1 III I,I III 1,1 I,I 1,1 III IN 11 11 II I,1 zI III III III I,1 III I,1 II _ _ IIIIII III IIIIII III III II I,1 III I,1 II I,1 IIIII I IJ IIIII (IIII IIIII IIIIII p III N III BAR -SOUTH (E) COL. - FRP-01 7 AR - �,�BACK BWEST SCALE: 1/4" = l'-0" LAMP CHORD 1/4" DIA ROD TO HANG TUBE HANGING LIQUOR SHELVES, (MTL-01) /-- WOOD BAR TOP, (WD-01) I III •1, III IN � r;III(I� I10 III 111 pM III IN 12"X6"X1/16" STL WOOD BAR TUBE, MTL-01 TOP, (WD-01) SOKET & BULB PER SCHEDULE _ --- III ----- IIIIIII ------ I I IIIIII II ---,� --a II -- ---r-- II aaa???III, IIIIII II ___??all ====?7111 _====II FRP-61 IIIIII ICI a as as?IIII III II a =__==IIII IIIIII III aaa a_C _=as=Il II II I T - - BAR ISLAND - EAST / 14 SCALE_ LIGHT FIXTURES PER SCHEDULE, TYP 1 1 y I 111 '111 � 1` NI 111 1 111 N I IIII IVA 11' p'i Q BAR - EAST (E) COL. HANGING LIQUOR SHELVES, (MTL-01) WOOD BAR TOP, (WD-01) WOOD PANEL PAINTED, (PT-04) FRP-01 7 ,I III �rI IIII I I11 I III BACK BAR - EAST SCALE: 1/4" = l'-0" SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" 7 SMALL DINING - WEST SCALE: 1/4" = 1'-0" 5 SMALL DINING - EAST 1'-0" - - - - - - - - - - - - - - DINING - EAST SCALE: 1/4" = l'-0" WOOD BACKED BACKREST, (WD-01) (VISIBLE BACK SIDE) LEATHER WRAPPED FRONT SIDE, (UP-01) CLEAT TO WINDOW OR ADD STEEL SUPPORTS FLOATING WD BENCH, (WD-01) ON METAL SUPPORTSS , (MTL-01) wvu-v 1/ tvvu-v 11 SCALE: 1/4" = l'-0" - - - - - - - - - - - DINING - NORTH SCALE: 1/4" = l'-0" DINING - WEST SCALE: 1/4" = l'-0" HANGING LIQUOR SHELVES, (MTL-01) WOOD BAR TOP, (WD-01) LIGHT F PER SC r,-,-\,_BACK BAR - NORTH SMALL DINING - SOUTH SCALE: 1/4" = l'-0" SCALE: 1/4" = l'-0" PER LEVEL 110' - 00" MAIN LEVEL OL 100'-0" _ UPPER_ LEVEL � 110' - 0" MAIN LEVEL OL 100' - 0" "-F I L%Jf\IIIVV VVV UL141111, kvvL/—v11 ON METAL SUPPORTS, (MTL-01) UPPER LEVEL h 110' -- 0" MAIN LEVEL OL 100'-0" UPPER LEVEL OL 110' - 0" Akio. OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 93U REGISTERED AR CT PICARD ` STATE OF TON PROJECT: VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: INTERIOR ELEVATIONS RESUB may i Fa -pn-22- MAIN LEVEL OL SHEET NUMBER: CITY OF EDMONDS 100, -- D" DEVELOPMENT SERVICES DEPARTMENT A500 12 MEN RESTROOM - WEST SCALE: 1 44" WOOD COUNTER, (WD-02) FRP-01 —7 KITCHEN - NORTH I 1L___�I I LII I 0 II o 1 ___1I I KIT: -E-QoPMENT 16 KITCHEN -WEST 15 KITCHEN - SOUTH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0'1 KITCHEN PASS - SOUTH SCALE: 1/4" = 1'-0" \ v / SCALE: 1/4" =1'-0" *!ALEN RESTROOM - SOUTH 10 MEN RESTROOM - EAST E: 1 44" = 1'-0" SCALE: 1 44" = 1'-0" 4 PRIVATE DINING - WEST SCALE: 1/4" = 1'-0" 'HT FIXTURES R SCHEDULE, P 9 MEN RESTROOM - NORTH SCALE: 1/4" = 1'-0" PRIVATE DINING - SOUTH SCALE: 1/4" = V-0" D$WOMEN RESTROOM -WEST SCALE: 1/4" = 1'-0" T FIXTURES SCHEDULE, 7 WOMEN RESTROOM -SOUTH SCALE: 1/4" = 1'-0" 2 PRIVATE DINING - EAST SCALE: 1/4" = 1'-0" BEAM, 1) WALL 6 CALE: WOMEN RESTROOM - EAST S1/4" = 1' 0" PRIVATE DINING - NORTH SCALE: 1/4" = 1'-0" 5 WOMEN RESTROOM - NORTH SCALE: 1/4" PER LEVEL OL 110' - 0" FAIN LEVEL OL 100'-0" 4 00. OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com PROJECT: 9384 REGISTERED eoruncnr 4�PICARD �/ STATE OF VOSH NGTONI 'ER LEVEL� VICTOR TAVERN EDMONDS 11� 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: AININ LEVEL OL 1Do, -0" PERMIT SET FEBRUARY 21, 2023 MAIN LEVEL 100' - 0" Y DER LEVEL ot 110'-0" Y 1 04/18/2023 PERMIT REVISION NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: INTERIOR ELEVATIONS IAIN L� RES U B 100'-0" SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A501 LIGHT FIXTURES PER SCHEDULE LIGHT FIXTURES PER SCHEDULE, TYP LIGF PER TYP WOC TOP i GYP / PAINT (PT-01) r-I �BOWLING - SOUTH SCALE: 1/4" = 1'-0" I -V( 1 11 41 vvVVu -4I 11, I,vv -v II ON METAL SUPPORTS, (MTL-01) A� REC. ROOM - WEST SCALE: 1/4" = 1'-0" REC. ROOM - EAST FLOATING WOOD BENCH, (WD-01) ON METAL SUPPORTS, (MTL-01) FLOATING WOOD BENCH, (WD-01) ON METAL SUPPORTS, (MTL-01) 11 BOWLING - NORTH SCALE: 1/4" = 1'-0" FLOATING WOOD BENCH, (WD-01) ON METAL SUPPORTS, (MTL-01) \ Li Li u / GYP / PAINT \ \ OPEN (PT-01) \ / x GYP / PAINT (PT-01) REC. ROOM - SOUTH SCALE: 1/4" = V-0" GYP / PAINT (PT 01)/ LIGHT FIXTURES PER SCHEDULE, TYP \Ll Ll u/ / \ \ OPEN / GYP /PAINT (PT 01) x / rT-----T, FLOATING WOOD BENCH, (WD-01) ON METAL SUPPORTS, (MTL-01) LIGHT FIXTURES PER SCHEDULE, TYP OPEN 4/ \ GYP / PAINT (PT-01) � I 1 I I REC. ROOM -NORTH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCULLERY - SOUTH SCALE: 1/4" = 1'-0" / \ ,,OPEN,, / / I II II 11 ' II II II 1 / 1 A 11 11 '1 ;I 11 11 OPEf4 / WOOD BAR TOP, (WD-01) GYP /PAINT (PT 01)� TRACK LIGHT PER SCHEDULE TRACK LIGHT ,� I I II II III II III PER SCHEDULE I I I I , / ' , I II II III II I I I I III {II11I II II IIIIII IIIIIII i III iIIIII IIIIIIIIIIII � FRP 01 �� COL. FRP-01�III1II (ElIIIII IIIIIIIII 6Pf FRP-01 II FRP 01 X Ir -�I I II II III II II II III II II II II II II III I II III N IF N 11 I I I � � I II II III II I II II III II I II II III II II II II II II II / \ II III I II III I II III I � � I I I I 11 I \ \ � �� I II II III II I II II III II I II II III II II II II II II II II III I � II III I � II III I � I II II III II I II II III II f� II II II II -- -_ L--� �� I Li \ II II III II II II KITCHEN - SOUTH KITCHEN STORAGE - NORTH SCULLERY & STORAGE - WEST �ORAGE 6 4 SCAE: 1/4" = 1'-0SCALE: 1/4" = 1' 0" SCALE: 1/4" = 1' 0" SCULLERY - EAST SCALE: 1/4" = 1'-0" TRACK LIGHT PER SCHEDULE FRP-01 -------- Imo= Ii u u u u u u u u u u u II II II II 11. 11 III II II II II II SCULLERY- NORTH SCALE: 1/4" = 1'-0" I I II I u 1 11 1 I II I I I 111 IFRP-01 -/ OKANO PICARD STUDIO 815 SEATTLE BLVD. S., SEATTLE, WA 98134 USA T:206.856.9955 E:info@OkanoPicardStudio.com 9384 REGISTERED AR_MaV CT PICARD STATE OF TON UPPER LEVEL 110' - 0" PROJECT: UPPER LEVEL � 1101- VICTOR TAVERN EDMONDS 550 MAIN STREET, SUITE#100 EDMONDS, WA 98020 PROJECT ARCHITECT: MP DRAWN BY: SZ JOB NUMBER: 2216 PROJECT STATUS: PERMIT SET FEBRUARY 21, 2023 UPPER LEVEL 110' - 0" MAIN LEVEL � 100'-01, NO: DATE: DESCRIPTION: BY: REVISIONS: SHEET TITLE: INTERIOR ELEVATIONS MAIN LEVEL OIL RESUB SHEET NUMBER: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A502 General Notes • IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY THE ACTUAL SPACE AND MECHANICALREQUIREMENTS OF ALL ITEMS SHOW AS FUTURE, N.I.C., SUPPLIED BY "OTHERS", ETC. WITH THE OWNER PRIOR TO ROUGH -IN AND CONNECTION • THE GENERAL CONTRACTOR SHALL IMMEDIATELY INFORM CMA RESTAURANT SUPPLY & DESIGN PROJECT MANAGER AND THE OWNER OF ANY RED LINES, CORRECTIONS, ETC. ON THE PERMIT PLANS AND OF ANY INSPECTION CORRECTIONS REQUESTED CONCERNING THESE DRAWINGS OR EQUIPMENT AS LISTED FOR THIS PROJECT. • THE GENERAL CONTRACTOR SHALL PROPERLY SEAL ALL WALL AND FLOOR PENETRATIONS AFTER THE INSTALLATION OF RELATED EQUIPMENT AND FURNISHING. • IT SHALL BE NOTED BY THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS THAT THIS SET OF PLANS AND THE INFORMATION CONTAINED WITH -IN IN NOW WAY RELIEVES SAID PARTIES OF THEIR RESPONSIBILITIY TO INVESTIGATE AND COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, AND TO PERFORM ALL WORK TO THE HIGHEST STANDARDS. • THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR, CEILING, WALL AND ROOF PENETRATIONS AND FIRE RATED SHAFTS FOR EXHAUST DUCTWORK. • IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND ALL WALL PENETRATIONS PRIOR TO AND DURING THE INSTALLATION OF EQUIPMENT AND FURNISHINGS. • SUITABLE WALL BACKING AS SHOWN ON THESE PLANS AND AS REQUIRED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. • THE EXHAUST SYSTEM SHALL BE SUBJECT TO A PERFORMANCE TEST AS REQUIRED PRIOR TO ISSUANCE OF BUILDING PUBLIC OCCUPANCY BY LOCAL BUILDING OFFICIALS. • PLANS FOR WALK-IN COOLER SHALL BE SUBMITTED PRIOR TO CONSTRUCTION. • THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE EQUIPMENT CUT SHEET BOOK SUPPLIED BY CMA RESTAURANT SUPPLY & DESIGN, INC. AND BY THIS REFERENCE IS MADE A PART HEROF. ROOF / REMOTE LOCATION SEE ARCHITECTS / ENGINEERS DRAWINGS 63 65 112 JALK-IN COOLERS NIMUM OF R-25 4INIMUM OF R- 2 DRS, WALLS AND CEILINGS ORS - MINIMUIV I OF R-28 L_J 11L pm V644= 1� Ll Pa 9 9 mp, IPA�plmp, VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS m CV O N 1 N N 1 N C) �ui V ) Ni ry UNPUBLISHED WORK CQ2022 CMA. INC. O O (N O O 'T-- 00 i O U to O U U cn .� c > G 0 O E Lo w I I co cJ cocj corl- iLo I M I- co � CO cj O N N V U U 0 I zi I Iz ' /D v L.0 0 M M O O i- E a J O ^ U ^ C _ CL 7 I VJ (6 C � I Y (6 i z Y Q cu Ucu (6 >_ d L V Z J V/00 Lu I I N W z Q z Ljj G 0 Ljj Z Ljj Ise Date: 10-25-2022 JIG WINTER Scal 1k Projdft. JjZ23 piepiBs D ELOPMENT ERVICES DEPART NT Q 0 w General Notes 1. THE ELECTRICAL CONTRACTOR SHALL SUPPY AND INSTALL SEAL-TITE FLEX CONDUIT TO ALL FOOOD SERVICE EQUIPMENT IN DAMP AREAS, I.E. SCULLERY, BAR, ROOF, ETC. FLEX CONNECTIONS AT ALL FANS ON THE ROOF SHALL BE OF EXTRA LENGTH TO ALLOW FULL FAN REMOVAL FOR THE EASE OF CLEANING. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK-UPS AS REQUIRED BY CODE AND LABELING. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS IN A CONVENIENT ACCCESSIBLE LOCATION ATTHE POWER BOX FOR EACH ICE MACHINE HEAD. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL VAPOR -PROOF SWITH AT EACH BLOWER COIL IN THE WALK-IN COOLER (#96). 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL 48" MINIMUM CORD AND PLUG FOR EACH PIECE OF EQUIPMENT SO NOTED. USE 90 DEGREE ELBOW OUT OF UNIT. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR HOOK-UP OF ATHERMOSTAT, SOLENOID, BLOWER COIL AND COMPRESSOR FOR EACH REFRIGERATED UNIT. MAGNETIC STARTERS AND/OR THERMAL PROTECTORS SHALL BE INCLUDED AS NECESSARY. 7. IT SHALL BE THE RESPONSIBILITY OF "OTHERS" TO INTERCONNECT THE HOOD FIRE PROTECTION SYSTEMS TO THE BUILDING FIRE DETECTIONS SYSTEMS AS REQUIRED. 8. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL TO EACH PIECE OF ROOF -TOP EQUIPMENT (FANS, MOTORS, COMPRESSORS, CONDENSORS, ETC.) ASEPARATE WEATHER -PROTECTED DISCONNECT SWITCH. 9. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING AND ELECTRICAL CONTRACTORS TO MAKE ALL REQUIRED WATER, GAS, DRAIN AND ELECTRICAL CONNECTIONS FOR ALL MAKE-UP AIR SYSTEM UNITS. 10. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPLIED COMPUTER / COMMUNICATION CABLES AS PER OWNERS' DIRECTION. 11. ELECTRICAL CONTRACTOR SHALL PROVIDE AN INDIVIDUAL DISCONNECT BOX FOR EACH PIECE OF ROOFTOP ELECTRICALLY POWERED EQUIPMENT. 12. THE GENERAL CONTRACTOR SHALL PHOTOGRAPH ALLWALLS CONTAINING BACKING PRIOR TOSHEETROCK/ FRP INSTALLATION. 13, THE ELECTRICAL CONTRACTOR SHALL PROVIDE 1" CONDUIT AND JUNCTION BOXES AT EACH CASH REGISTER TERMINAL SO AS TO INTERCONNECT ALL UNITS TO EACH OTHER AND TO THE CENTRAL PROCESSING TERMINAL. CONSULT WITH THE OWNER'S REPRESENTATIVE FOR EXACT LOCATIONS OF ALL TIE-IN UNITS. 14. COMMUNICATION CABLES ARE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 15. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INSTALL ALL OWNER SUPPLIED COMPUTER / COMMUNICATION CABLES AS PER OWNERS' DIRECTION. 16. ELECTRICAL CONTRACTOR SHALL PROVIDE AN INDIVIDUAL DISCONNECT BOX FOR EACH PIECE OF ROOFTOP ELECTRICALLY POWERED EQUIPMENT. 17. THE ELECTRICAL CONTRACTOR SHALL PROVIDE INTERCONNECT SWITCHING BETWEEN THE KITCHEN EXHAUST HOOD FANS AND THE KITCHEN MAKE-UP AIR SYSTEMS AS REQUIRED BY LOCAL CODES AND AUTHORITIES. 18. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE DONE IN COPPER. 19. THE PLUMBING CONTRACTOR SHALL PROVIDE CLEANOUTS AT 15T ELBOW ON EACH WALK-IN BLOWER COIL DRAIN. 20, THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALLALL DRAIN LINES FROM WALK-IN BLOWER COILSTO FLOOR SINKS. 21. THE PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL WATER LINE BACK CHECK VALVES AS REQUIRED PER CODE. 22. IT SHALL BE THE RESPONSIBILTY OF PLUMBING CONTRACTOR TO COMPLY WILL ALL LOCAL CODES CONCERNING GAS VALVE REGULATOR VENTING. 23. PRESSURE REGULATOR'S FOR GAS COOKING EQUIPMENT ARE SUPPLIED BY CMA AND INSTALLED BY PLUMBING CONTRACTOR PER CODE AND MANUFACTURER'S SPECIFICATIONS. 24. THE OWNER'S VENDOR OF CHOICE SHALLSUPPLY AND INSTALL A CO2 STORAGE CANISTER IN THE LIQUOR STORAGE ROOM, AN EXTERIOR FILL VALVE AND ALL CO2 UNITS SHALL BE SUPPLIED AND INSTALLED BY THE VENDOR. z E PROVIDED BY s= O Description ELECTRICAL PLUMBING Notes co �y O ^' ` 1 ^' `^V' ` V ^1 ` V Q w U) w uJ V r ) w ^' `^'V ` V O �V 1 �V 1 W Y U 0 Lu O Y a E Q IL S a, 0 > H t a o c 0 U 16 1 2 o U y N '�- a m 1 X 1 COFFEE GRINDER X 1 115 1 DCO VERIFY REQUIREMENTS WITH OWNER 2 X 1 KNOCK BOX 3 x 1 TRASH CAN 4 X 1 ESPRESSO MACHINE X 208 1 DCO 1/2" 1" INDIRECT WASTE, VERIFY REQUIREMENTS WITH OWNER 5 x 1 UNDER COUNTER REFRIGERATOR 2.0 115 1 DCO NEMA 5-15P 6 X 1 COUNTER 7 x 1 RINSER 1/2" 1 1/2" INDIRECT WASTE 8 x 1 HAND SINK 1 1/2" DIRECT WASTE 9 x 1 FAUCET 1/2" 1/2" 1O SPARE NUMBER 11 SPARE NUMBER 12 SPARE NUMBER 13 SPARE NUMBER 14 SPARE NUMBER 15 SPARE NUMBER 16 SPARE NUMBER 17 SPARE NUMBER 18 SPARE NUMBER 19 SPARE NUMBER 20 x 1 DIE WALL AND COUNTER TOP 21 x 2 MIX S INK 1/2" 1/2" 1 1/2" INDIRECT WASTE 22 X 2 JOCKEY BOX WITH COLD PLATE 1" INDIRECT WASTE 23 X 2 SODA DISPENSING GUN 3.0 1 115 1 1 DCO 1/2" 24 x 2 MIX RAIL 25 x 2 DRAINBOARD WITH REFRIGERATED BASE X 115 1 DCO 1/2" INDIRECT WASTE 26 x 2 HAND SINK 1/2" 1/2" 1 1/2" DIRECTWASTE 27 x 2 TRASH SECTION 28 x 3 WORK TABLE 29 x 1 DRAIN BOARD WITH GLASS RACK STORAGE 1/2" 30 X 1 GLASS WASHER X 208 1 DCO 1/2" 1" INDIRECT WASTE, VERIFY REQUIREMENTS WITH OWNER 31 x 1 DUMP SINK 1 1/2" INDIRECTWASTE 32 x 1 ISLAND COUNTER 33 x 2 BACK BAR COOLER X 115 1 DCO NEMA 5-15P 34 x 1 POINT OF SALE TERMINAL 3.0 115 1 DCO DEDICATED / ISOLATED, VERIFY REQUIREMENTS WITH OWNER 35 X 3 TICKET PRINTER 3.0 115 1 DCO DEDICATED / ISOLATED, VERIFY REQUIREMENTS WITH OWNER 36 X 2 BEER TOWER WITH RINSERS 1/2" 1" INDIRECT WASTE 37 SPARE NUMBER 38 SPARE NUMBER 39 SPARE NUMBER 40 SPARE NUMBER 41 SPARE NUMBER 42 SPARE NUMBER 43 SPARE NUMBER 44 SPARE NUMBER 45 SPARE NUMBER 46 SPARE NUMBER 47 SPARE NUMBER 48 SPARE NUMBER 49 SPARE NUMBER 50 X 1 FRONT COUNTER 51 x 3 HEAT LAMP 0.25 115 1 JBOX 52 X 1 TRASH CAN 53 x 3 PAN TOP REFRIGERATOR 6.5 115 1 DCO NEMA 5-15P 54 x 1 WORK TABLE 55 x 1 TOASTER X 208 1 SCO )000( 56 x 3 WALL MOUNT HAND SINK 1 1/2" DIRECT WASTE 57 x 3 FAUCET 1/2" 1/2" 58 X 3 HAND SOAP AND TOWEL DISPENSER 59 x 1 PREP SINK 1 1/2" INDIRECT WASTE 60 X 1 FAUCET 1/2" 1/2" 61 X 1 CLASS I EXHAUST HOOD 3.0 115 1 JBOX FOR LIGHTS 62 X 1 CLASS I EXHAUST DUCTWORK 63 X 1 CLASS I EXHAUST FAN X X X JBOX SEE MECHANICAL DRAWINGS 64 X 1 MAKE-UP AIR DUCTWORK 65 X 1 MAKE-UP AIR FAN X X X JBOX X X SEE MECHANICAL DRAWINGS 66 X 1 FIRE SUPPRESSION SYSTEM NOTE #7 67 X 1 STAINLESS STEEL WALL FLASHING 68 X 1 DOUBLE STACK CONVECTION OVEN 3.4 115 1 DCO 3/4" XXX 69 X 1 RANGE 3.4 115 1 DCO 3/4" 236,000 70 X 1 POT FILL FAUCET 1/2"' 71 X 1 GRIDDLE 3.4 115 1 DCO 3/4" X 72 X 1 REFRIGERATED EQUIPMENT STAND X 115 1 DCO 73 x 3 FRYER 3/4" X 74 X 1 WORK TOP FREEZER X 115 1 DCO NEMA 5-15P 75 X 1 WORK TABLE 76 X 2 WALL SHELF 77 x 6 STAINLESS STEEL CORNER GUARD 78 SPARE NUMBER 79 SPARE NUMBER 80 SPARE NUMBER 81 SPARE NUMBER 82 SPARE NUMBER 83 SPARE NUMBER 84 SPARE NUMBER 85 SPARE NUMBER 86 SPARE NUMBER 87 SPARE NUMBER 88 SPARE NUMBER 89 SPARE NUMBER 90 X 1 REACH -IN FREEZER X 115 1 DCO NEMA 5-15P 91 x 1 WORK TABLE 92 x 1 WALK-IN COOLER 3.0 115 1 JBOX FOR LIGHTS 93 X 1 BLOWER COIL 2.4 115 1 JBOX 3/4" INDIRECT WASTE 94 X 1 COMPRESSOR 9.6 208 3 JBOX 95 x 1 WALK-IN COOLER SHELVING 96 x 2 MOBILE PAN RACK 97 X 1 BEER POWER PACK X X X X VERIFY REQUIREMENTS WITH OWNER 98 x 1 BEER DISPENSING SYSTEM 99 X 1 WATE R H EATE R 100 x 1 SOILED DISH TABLE WITH PRE -RINSE SINK 2" DIRECT WASTE 101 X 1 SLANT RACK SHELF 102 X 1 RACK STORAGE SHELF 103 x 3 TRASH CAN 104 X 1 PRE -RINSE FAUCET 1/2" 1'2" 105 X 2 QUICK DRAIN 1" INDIRECT WASTE 106 X 1 STAINLESS STEEL WALL FLASHING 107 X 1 DISHWASHER X X X JBOX 3/4" 2" INDIRECT WASTE, VERIFY REQUIREMENTS WITH OWNER 108 x 1 FLOOR TROUGH 2" DIRECT WASTE 109 X 1 CLEAN DISH TABLE WITH THREE COMPARTMENT SINK 1 1/2" DIRECT WASTE 110 x 2 FAUCET 3/4" 3/4" 111 X 1 WIRE WALL SHELVING 112 x 1 GREASE INTERCEPTOR 113 X 1 CLEAN DISH SHELVING 114 X 1 DRY STORAGE SHELVING 115 x 1 EMPLOYEE LOCKERS 116 X 1 MOP SINK 1 1/2" DIRECT WASTE 117 X 1 FAUCET 1/2" 1/2' 118 X 1 MOP / BROOM HANGER SHELF 119 X 1 ICE MACHINE 9.5 208 1 JBOX 1/2"' 1" INDIRECT WASTE 120 X 1 ICE BIN 1" INDIRECT WASTE 121 X 1 FLOOR TROUGH 2" DIRECT WASTE 122 X 1 BAG N BOX RACK 123 X 1 BULK CO2 TANK NOTE #24 UNPUBLISHED WORK ©2022 CMA. INC. Q O N 0 C) r VJ 4_ . U) L O _ CIO U)3: U •� Cn O o E W I I LO co M N 001� M � co V) CDN N U U 0 U / Z 9 Z ] � I I Z Cl) Qo co J o 0 Cm > C CL CD Cn Cn I I U cu � cu i �1 Cu i ' Z Y Q a) Cu U //E VJ Z J 00 I W W J W U U) z W 0 uJ z uJ U Date: 6-6-2022 JG WINTER Scale: NONE Project #: 165 ay 15 _ CITY OF ED EVELOPMENT DEPART 2023 ONDS SERVICES =NT ELECTRICAL LEGEND 115 VOLT DUPLEX OUTLET DI � 115 VOLT DCO, DEDICATED/ISOLATED 208V SPECIALTY OUTLET OO JUNCTION BOX COMMUNICATIONSVERIFY SPEC'S T ANDREQUIREMENTS WITH OWNER ON/OFF SWITCH 4- LIGHT FIXTURE BY K.E.C. AND INSTALLED BY ELECTRICAL CONTRACTOR ROOF SEE ARCHITECTURAL OR MECHANICAL DRAWINGS 63 65 ELECTRICAL NOTES. 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL OUTLET AND RECEPTACLE COVERS IN ALL KITCHEN EQUIPMENT AREAS. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO AND INTERCONNECT ALL REFRIGERATION THERMOSTATS, SOLENOIDS, TIME CLOCKS, DEFROST CIRCUITS, ETC. 3. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL REMOTE COMPRESSORS AND PROVIDE DISCONNECTS, MAGNETIC STARTERS, AND THERMAL OVERLOAD PROTECTION AS REQUIRED. 4. THE ELECTRICAL CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE THE ARCHITECT'S PLAN SET FOR ALL OTHER ELECTRICAL REQUIREMENTS FOR THIS PROJECT. S. ALL ELECTRICAL ROUGH -IN WORK AND FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL TYPE MATERIALS, INCLUDING WIRING, SWITCHES, DISCONNECTS, FLEX, CONDUIT, CONTACTORS, TRANSFORMERS, THERMAL OVERLOAD PROTECTORS, MAGNETIC STARTERS, ELECTRICAL PANELS, CORDS, PLUGS, COVERS, ETC. 7. ALL DIMENSIONS SHOWN ARE FROM GRID LINES, FINISHED WALLS OR FINISHED FLOORS TO CENTER LINE OF ELECTRICAL BOXES. HEIGHTS ARE NOT TO BETAKEN FROM CURBS OR PLATFORMS. 8. THE SYMBOLS SHOWN ON THIS PLAN ARE FOR INDICATION OF ROUGH -IN LOCATION AND TYPE OF CONNECTION ONLY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT RUNS AS PER GOOD PRACTICE AND CODE. 9. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FUSED DISCONNECTS FOR EQUIPMENT HOOK- UPS AS REQUIRED BY CODE AND LABELING 10. THE ELECTRICAL CONTRACTOR SHALL PROVIDE "HOMERUN" CONDUIT TO COMPUTER FROM POINT OF SALE TERMINAL TO OFFICE. VERIFY LOCATION WITH OWNER. VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS GFCI RECEPTACLES SHALL BE PASS & SEYMOUR NO. 2097W SEE ARCHITECTURAL DRAWINGS FOR OUTLET COLORS AT SPECIFIC LOCATIONS ON INTERIOR ELEVATIONS CV N O N M N I Iv- Iv - UNPUBLISHED WORK ©2022 CMA. INC. O O CV O O 4-1 UO w 0 U) U �v o° �0 Lo w I o Lo cCN N cor- I Lo co ti co Lo O N N "t U U O I I U Z ' i Z U) W � 1 I Z M Qo co E I J g o j � I V) s= � Y CO Z Y Q U C Qc V/ Z J I N w z Q 0— z i 0 U_ 1171100 U Lu J Lu Z Lu U Date: 6-5-2022 JG WINTER ScalR'881113 Proj : 1%_Z23 DEVELOPMENT SERVICES DEP T PLUMBING NOTES. 1. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO SIZE, SUPPLY AND INSTALL A GREASE INTERCEPTOR/TRAP IF ONE IS REQUIRED. 2. ALL FIRE PROTECTION SYSTEM GAS SHUT-OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY THE PLUMBER. 3. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR THE FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH -IN WORK AND FINAL CONNECTIONS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL DRAIN LINES FROM ICE BINS, ICE PANS, ETC. SO AS TO ELIMINATE CONDENSATION FORMATION. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LINE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS WHICH REQUIRE FLOOR PENETRATIONS DO NOT CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE PROJECT SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUNDING FLOOR TO THESE DRAINS. 9. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. 10. PLUMBING CONTRACTOR TO SUPPLY WATER PRESSURE REDUCING VALVE SET AT 20 PSI FOR EACH DISH WASHER AND GLASS WASHER. PLUMBING LEGEND o CW—COLD WATER o F CW—COLD WATER — FILTERED ® HW—HOT WATER CLOSED DRAIN — DIRECT WASTE 12" X 12" FLOOR SINK —INDIRECT WASTE 0 FE-11 FS IS NATURAL GAS FLOOR DRAIN OFD ROOF / REMOTE AREA 78120 DDCCCI IDC DC/`I II ATnD GAS L SHUT-OFF � RESTRAINING CA FLEXIBLE BY K.E.C. QUICK DISCONNECT GAS LINE SCALE: NONL VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS W U) W ry 75 W UNPUBLISHED WORK ©2022 CMA. INC. O CV C) c) r � 4-1 O to � O 0 Lo Lo w I o Lo cCN Im N Ip l` I Lo cry ti co Lo O N N � U U 0 I I ' U I z j z (D U) W � I I Z M QO co E I J o o � � I 0) Q I I V) a c c � Y CO z Y U) Q U E L Qcfl I V/ Z J I I co N W Z Q n z 0 ry Q U_ Z Q U w Z W CU H Date: 11-1-2022 JG WINTER Scal Rt81113 Proj -. J%Z23 VELOPMEN DEPA SERVICES ENT =4 ��j 5/8" GYP, SHEETROCK WALL FINISH MATERIAL (EXCEPT PAINT) PER ARCHITECT'S DRAWING (EXCEPT PAINT) 5/8" PLYWOOD PER WALL BACKING PLAN WALL FRAMING PER ARCHITECT'S DRAWINGS 5/8" GYP, SHEETROCK PLYWOOD BACKING DETAIL SCAI NON! WALL BACKING NOTES: 1. GENERAL CONTRACTOR SHALL CONSULT WITH OWNER AND CMA RESTAURANT SUPPLY AT THE TIME OF LAYOUT FOR WALL BACKING CONFIRMATION OF ALL DIMENSIONS OF ALL AND UP —DATE REQUIREMENTS. 2. WALL BACKING TO BE USED FOR WALL MOUNTED EQUIPMENT AND SHELVES. 3. WALL BACKING TO BE 5/8" PLYWOOD. 4. WALL WALL BACKING TO BE BUILT INTO WALL SO THAT FINISH WALL IS FLUSH SURFACE. x, x ,x ,x O �I N 0 W U) W W C� 75 ry W N N O N VERIFY EQUIPMENT REQUIREMENTS WITH FINAL EQUIPMENT SELECTIONS N 1111 UNPUBLISHED WORK ©2022 CMA. INC. O N O O 4-1 .50 co (3) U) O Cn 3: � O E Ln w Lo Co M N co� M ti coLo CD CV "t U U 0 i I I nu , U Z Z U) W DE/ 0 Z M Qo 00 J �o v) C C fL Y Ca Z Y U (6 co CD /� Lu V/ Z J I I co N W z Q n z U Q m Q z w CU H Date: 6-5-2022 JG WINTER Scal - Proj: lo_023 RVICES DEP T KELOPM