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DNS FIR2022-0104+PLANS FROM TI+10.3.2022_12.54.26_PM+3142219MATERIAL KEY DRAWING SYMBOL KEY VICINITY MAP DRAWING INDEX d ° a GRID BUBBLE CEILING HEIGHT TAG GENERAL AO.1 GENERAL NOTES, LEGENDS & ABBREVIATIONS CONCRETE CONTINUOUS STRUCTURAL s FRAMING MEMBER O GRID NO. 8'-0" CEILING HEIGHT DIMENSION - LM_ ` z-+• ARCHITECTURAL A1.0 SITE PLAN Al.1 FLOOR PLAN �. GRAVEL FILL BLOCKING (NOT CONTINUOUS) DETAIL TAG f 111��__■■ A1.2 ROOF PLAN AND HOOD DETAILS INTERIOR ELEVATION TAG 2 DETAIL NO. A3.3 SHEET NO.- I y DEFERRED SUBMITTALS: I -III -I I -I UNDISTURBED SOIL WOOD FINISH MATERIAL 4 A4.2 2 ELEVATION NO. dr i _ SIGNAGE - BY SEPARATE PERMIT =III=I SECTION TAG SHEET NO. - 3 3 SECTION LETTER ; o. - ?4 �. 1. Separate fire suppression permit is required for SAND FILL PLYWOOD A3.2 SHEET NO. h -� II a type 1 hood. FINISH TAG _ DOOR TAG •? 2. Hood to be interconnected into the fire alarm RIGID INSULATION I HIDDEN OR BURIED MATERIAL IN CPT-1 FINISH TYPE & NO. 100 DOOR NO. system. I ANOTHER MATERIAL 3. Gas and electrical shall shunt with activation of WINDOW TAG KEYNOTE TAG • , the hood and fire alarm. BATT INSULATION WINDOW NO. T KEYNOTE NO. O r- ¢ t ' , ; '� 4. Building fire alarm shows it is overdue for its i annual service. No inspections will be done until MASONRY -BRICK OR WALL TAG SAFETY GLAZING _ ; Beck.'s Tribute Center this is is accomplished and entered into the CONCRETE BLOCK OC WALL TYPE SG SAFETY GLAZING Teg ri s Fire reporting system. PROV D SMOKE& CARBON MONOXIDE DETECTORS FAN 4 MID 4ft: _ 5. Any alterations to the sprinkler system or fire • * - alarm will require separate permits, this includes O SD SMOKE DETECTOR gF 90 CFM EXHAUST FAN W/ CFM F * # adding a hood to the fire alarm P ANS MUST O SCD COMBINATION SMOKE DATUM TAG & CO DETECTOR CONDITIONS ABOVE DATUM LEVEL PROJECT LOCATION Approved Fire N JOB SITE ay 09/13/2022 AFM 1<_/F�tterer GENERAL NOTES SCOPE OF WORK BUILDING CODE SUMMARY -pe AFF ABOVE FINISH FLOOR MECH. MECHANICAL 1. THESE CONSIST OF THE DRAWINGS, AND OTHER DOCUMENTS LISTED IN THE CONTRACT BETWEEN PROPOSED TENANT IMPROVEMENT FOR A DEMONSTRATION AND TRAINING OCCUPANCY LOAD C S MANUFACTURER "' OWNER AND ARCHITECT. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS KITCHEN A L R B E C IN. MINIMUM NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. AP OX. AKxImTE(L ) .O. MASONRY OPENING PROJECT INFORMATION SUITE A: N.I.C. NOT IN CONTRACT T.S. CALF L D 2. THESE DRAWINGS, THE DESIGN CONTAINED WITHIN AND AS CONSTRUCTED ARE COPYRIGHT 2021 RIZED THESEUSE OF DRAWINGS ARE GRANTED SOLEY FOR CLASSIFICATION: ON ER LE B■D0 � NUMBER THE PURPOSE OF THIS SPECIFIC PROD CT AND LOCATION ADDRESS: 320 5TH AVENUE SOUTH GROUP M O.C. ON CENTER INSPc,E E 1 O R OPG. OPENING 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL SUPPLIERS TO CAREFULLY EXAMINE EACH PAGE OF THE DRAWINGS. THE CONTRACTOR SHALL EDMONDS, WASHINGTON 98202 PARCEL NO.: 27032300413000 ZONE: DB2 - DOWNTOWN MIXED COMMERCIALGRADE OCCUPAN A ION 4 TABLE 1004.5 MERCANTILE V O A 30 GROSS . CO TI U St4sLAFONE/ OVER PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWING ARE OBSERVED TO BE AT VARIANCE. LEGAL DESCRIPTION: SEC 23 TWP 27 RGE 03RT-124) BEG 410.9FT & 30FT W CRAG HIP 300 GROSS J. O L PARALLEL M C LONJAINCE O DrtoM 4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH LOCAL CONDITIONS AND OF SE CORSEC TH W 122.71 FT TH N 50FT TH 122.71 FT TH S 50TH TO POB OCCUPANCY SEPARATION TE A PERPENDICULAR CONT. CONTINUOUS LB. or # POUNDS FIELD VERIFY EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF DISCREPANCIES OR CONDITIONS THAT HINDER THE COMPLETION OF WORK LOT AREA: 0.14 ACRES, 6,098 S.F. M TILE 1,881 SF / 60 - 32 TOTAL SUITE A 1,881SF 32 N/A 0 HOURS C.T. CERAMIC TILE P.S.F. POUNDS PER SQUARE FOOT PER THE CONTRACT DOCUMENTS - PRIOR TO WORK BEING DONE. P.S.I. POUNDS PER SQUARE INCH U. UM r r_r_\ r. 1. PRESSURE TREATED 5. ALL DIMENSIONS ARE ±, WHETHER NOTED OR NOT, AND SHALL BE FIELD VERIFIED AT EXISTING TENANT SUITE AREA: 1,804 SF Ir< SUITE B: MEANS OF EGRESS DW DISH WASHER CONDITIONS. TENANT INFORMATION CLASSIFICATION: SECTION 309 - BUSINESS DIA. DIAMETER REBAR REINFORCING STEEL GROUP B EACH SUITE LESS THAN 49 - ONE EXIT REQUIRED ONLY ° DEGREES REQ'D REQUIRED 6. THE CONTRACTOR SHALL PROCURE AND PAY FOR NECESSARY PERMITS. OCCUPANCY LOAD: SECTION 1004 TA sLE 1004.5 BUSINESS D.S. DOWNSPOUT REQ'M REQUIREMENT DWG. DRAWING R. RISERS 5. WORK SHALL INCLUDE PROVIDING ALL FORMS OF PROTECTION AS NECESSARY TO PRESERVE THE TENANT: TABLE FOR TWELVE, GREAT LIFE PUBLISHING LLC GRADE LEVEL FLOOR AREA 150 GROSS RE. REFER or REGARDING WORK OF OTHER TRADES, FREE FROM DAMAGED, ALL TRADES SHALL PROTECT THEIR OWN WORK BUSINESS USE: STUDIO DEMONSTRATION AND TRAINING KITCHEN STORAGE, SHIPPING 300 GROSS EA. EACH REF. REFRIGERATOR TO PREVENT DAMAGE BY OTHER DURING COURSE OF CONSTRUCTION. FINISH SURFACES SHALL E.J. EXPANSION JOINT R.D. ROOF DRAIN BE PROPERLY PROTECTED AT TIME OF INSTALLATION. SUITE B ELEC. ELECTRICAL R.O. ROUGH OPENING BUSINESS 1,895 SF / 150 = 13 EL. ELEVATION R.S. ROD AND SHELF 7. FINAL ORIENTATION FOR THE BUILDING ON THE SITE AND ESTABLISHMENT OF FLOOR LEVEL STORAGE 139 SF / 300 = 1 EQ. EQUAL BENCH MARK SHALL BE REVIEWED BY THE ARCHITECT. APPLICABLE BUILDING CODES TOTAL SUITE B 2,034 SF 14 EQUIP. EQUIPMENT S.D. SMOKE DETECTOR EX. EXISTING S.C. SOLID CORE EXT. EXTERIOR S.F. SQUARE FOOT/FEET 8. BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK WHICH MAY BE AFFECTED BY ADJACENT WORK OF OTHERS, CONTRACTOR SHALL VERIFY MEASUREMENTS AT BUILDING AND BE 2018 INTERNATIONAL BUILDING CODE - APPENDIX E AND CHAPTER 11 BUILDING COMMON AREA 295 SF/ 150 = 2 SIM. SIMILAR RESPONSIBLE FOR CORRECTNESS OF THESE MEASUREMENTS. 2018 WASHINGTON STATE BUILDING CODE TOTAL BUILDING OCCUPANCY 48 F.D. FLOOR DRAIN SPEC. SPECIFICATIONS 2018 WASHINGTON STATE ENERGY CODE F.O.S. FACE OF STUD S.S. STAINLESS STEEL F.R. FIRE -RETARDANT STD. STANDARD 9. DRAWING SHALL NOT BE SCALED. NOTED DIMENSION TAKE PRECEDENCE OVER SCALED DIMENSIONS. WINDOW, CABINETS, AND ALL SHOP BUILT ITEMS SHALL BE FIELD MEASURED PRIOR 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE CONSTRUCTION TYPE FT. or' FOOT/FEET STIR. STRUCTURAL TO FABRICATION AND INSTALLATION. FINAL LOCATIONS OF SWITCHES, FIXTURES, GRILLES, 2018 INTERNATIONAL PLUMBING CODE F.F.L. FINISH FLOOR LEVEL T. TREAD COVERS, ETC. SHALL BE DETERMINED ON THE JOB. VERIFY EXACT LOCATIONS WITH ARCHITECT BEFORE ROUGH -IN. 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL EXISTING BUILDING CODE CONSTRUCTION TYPE: TYPE VB W/ AUTOMATIC SPRINKLER SYSTEM (SHALL MEET NFPA-13) - EXISTING GA. GAUGE OR GAGE T.O.B. TOP OF BEAM 2009 ANSI ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ALLOWABLE S.F.: 9,000 SF G.C. GENERAL CONTRACTOR T.O.C. TOP OF CONCRETE 10. ROUGH FRAMING HORIZONTAL DIMENSION ARE SHOWN FROM FACE OF STUD TO FACE OF STUD. CITY OF EDMONDS AMENDMENTS AND ORDINANCES PROPOSED T.I. - BUILDING AREA GALV. GALVANIZED T.O.W. TOP OF WALL ROUGH FRAMING VERTICAL DIMENSION ARE SHOWN FROM TOP OF CONCRETE SLAB TO TOP OF SUITE A 1,881 SF GLULAM. GLUE LAMINATED LUMBER T&G TONGUE AND GROOVE FLOOR SHEATHING TO TOP OF WALL PLATE. SUITE B 2,034 SF GYP. BD. GYPSUM BOARD TYP. TYPICAL 11. WORKMANSHIP SHALL CONFORM TO BEST STANDARDS AND HIGHEST QUALITY OF TRADES AND PROJECT TEAM COMMON AREA 295 SF H or HT. HEIGHT U.L. UNDERWRITER'S LABRATORY SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION, AND INSTALLATION. WORK SHALL BE TOTAL OCCUPIED 4,210 SF H.C. HOLLOW CORE U.O.N. UNLESS OTHERWISE NOTED EXECUTED BY SKILLED MECHANICS. WHEN COMPLETE, ALL PARTS SHALL BE DURABLY AND OWNER: RIAN COOL OUTDOOR ENTRY 36 SF 0 H.M. HOLLOW METAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD SUBSTANTIALLY BUILT AND SHALL PRESENT A NEAT WORKMAN - LIKE APPEARANCE. ADDRESS: 600 UNIVERSITY ST SUITE 1000 TOTAL OCCUPIED 4,246 SF O 12. INSTALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURE'S CURRENT PHONE: 206 375 4146 TOTAL 4,246 SF IN. or " INCH(ES) W. WIDTH PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS. CONTACT PERSON: RIAN COOL O INT. INTERIOR W/ WITH W/IN WITHIN ARCHITECT: PELLETIER + SCHAAR, LLC FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM: YES Z JT. JOINT W.C. WATER CLOSET W. WASHER DEMOLITION GENERAL NOTES ADDRESS: 26911 98TH DR. NW, STE. B, STANWOOD, WA 98292 PHONE: 360-629-5375 UNIT SEPARATION WALLS: NO SEPERATION REQUIRED w LAV. LAVATORY W.W.M. WELDED WIRE MESH CONTACT PERSON: DAVID PELLETIER, AIA, LEED AP (TABLE 508.4) P E L L E T I E R O+ S C H A A R U LVL. LAMINATED -VENEER LUMBER WD. WOOD 1. THESE NOTES INDICATE THE GENERAL EXTENT OF DEMOLITION. REMOVE AND DISPOSE OF BUILDING EXTWA LLS: ALLS: FIRE PARTITION 2 HR MAX. MAXIMUM City Of Edmonds MATERIALS AND EQUIPMENT WHICH ARE NOT INCORPORATED IN NEW WORK OR (E) TO REMAIN. PROTECT ELECTRICAL SERVICE, WATER SERVICE AND OTHER TO THAT WHICH ARE TO REMAIN. v 15 I O n DUsed Hr un IteCtuf FIRE SEPARATION DISTANCE TYPE VB X<5 2 HR (M), 1 HR (B) 26911L 98th Dr. NW, Suite B Stanwood, WA 98292 Building Department 2. REFER TO REMAINDER OF ARCHITECTURAL PLAN(S) AND VERIFY NEW SYSTEM LAYOUTS PRIOR TO BUILDING CODE SUMMARY 10<=X<30 OHR www.pelletierschaar.com 36o-629-5375 LLJ COMMENCING DEMOLITION. APPROVED BY PLANNING Work (2) TYPE 1 HOODS __________________________ 3. REMOVE ALL DEBRIS FROM SITE TO A LICENSED DISPOSAL SITE. GROUP USE OCCUPANT LOAD ALLOWABLE HEIGHT IN FEET J TYPE VB, SPRINKLED,B 60 FT RESUB W No.: xxxxxx DRN: XXX CHK: XXX Address 320 5TH AVE S 4. COORDINATE WITH LOCAL UTILITY COMPANIES AND CITY OF EDMONDS DISTRICT FOR SHUT DOWN PER TABLE 504.3 IBC ( ) ©2021 PELLETIER + SCHAAR, L.L.C. Sep OV 2022 Se 19 2022 p Owner TABLE FOR 12 AND RECONNECT OF SERVICES. 5. PROTECT ALL PUBLIC PUBLIC WAYS AND ADJACENT PROPERTIES. B BUSINESS 150 GROSS M MERCANTILE 60 GROSS PLUMBNG FIXTURE REQUIREMENTS CITY OF EDMONDS ALL STORIES ABOVE GRADE DEVELOPMENT SERVICES TYPE VB, SPRINKLED,B 3 STORY DEPARTMENT N 6946 REGISTERED LL (PER TABLE 504.4IBC) ARCHITECT p -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --. Approved Date ; 09/10622 6. WORK SEQUENCES AND SCHEDULES TO BE APPROVED BY OWNER BEFORE WORK COMMENCES. Building Official Erg C'�r 7. PROVIDE TEMPORARY BARRIERS AND FENCING TO GUARD AND PROTECT WORK AREA. SUITE A - M OCCUPANCY 27 1 WC + 1 LAY OK SUITE B B OCCUPANCY 13 1 WC + 1 LAY OK LETIER W J AO. 1 ------------ ------ - STATE OF WASHINGTON co 8. HAZARDOUS MATERIALS MAY BE EVIDENT AT THE SITE IF CONTRACTOR ENCOUNTERS 8/2/2022 Permit Number BLD2022-1032 ASBESTOS -CONTAINING OR OTHER HAZARDOUS MATERIALS NOT PREVIOUSLY INDICATED THEY ARE TO STOP WORK AND NOTIFY OWNER. PERMIT GENERAL NOTES, LEGENDS & ABBREVIATIONS 0 NORTH iW* W J J LU C'M O 0 O O SITE PLAN I I SCALE: 1" = 10' - 0" 0. 20' 40' 1L REV. -CITY OF EDMONDS-09-06-2022 P E L L E T I E R() S C H A A R Vision Based Architecture 2691l 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelletierschaar.com 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2021 PELLETIER + SCHAAR, L.L.C. 6946 REGISTERED ARCHITECT LETIER STATE OF WASHINGTON RESUB Sep 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al mO 8/2/2022 0 O O z LU U H LU J LU 1..1� O LL LU J m Q PERMIT - SITE PLAN EQUIPMENT KEY 0 FARM SINK - PORCELAIN 0 HAND SINK - 14x10x5 - STAINLESS WITH SPLASH GUARD 0 DISHWASHER - 30" BERTAZZONI PROF305CTXV 5 BURNER COOKTOP- GAS OPEN BURNER 50. WHIRLPOOL WSZ57L18DM REFRIGERATOR BERTAZZONI MAST30SOEX MICROWAVE 0 BERTAZZONI PROF30FDEXV RLRCTRIC CONVECTION OVEN MOP SINK - FLOOR MOUNTED 0 3-COMPARTMENT SINK - STAINLESS 10. FRIGIDAIRE FGBC5334VS BEVERAGE CENTER 11. 12. IRIMORATOR HOT 0ODMA448HBM TYPE 1 -ISLAND BOX HOOD -TWO 4'X4' UNITS W/ SHORT -CYCLE MAKE-UP AIR - 1600 CFM ( PER C403.7.7.1.2 MAX EXHAUST IS 420 CFM x 4 L.F. = 1680 CFM) NOTE: HOODS FULLY EQUIPPED WITH A KIDDIE PRE -PIPED FIRE SUPPRESSION SYSTEM. 13. 28D DIRECT DRIVE EXHAUST FAN 115V, SINGLE PHASE, z HP, UL762 LISTED 14. SF9 BELT DRIVE MAKE-UP AIR FAN. 1-51 GREASE TRAP, GREASE CUP Al PROPOSED FLOOR PLAN KITCHEN EXHAUST HOOD SYSTEM NOTES: KITCHEN EXHAUST HOOD SYSTEM IN ACCORDANCE WITH WSEC C403.7.7.1.1 & C403.7.7.1.3 SEE EXCEPTION 2 BELOW. UL 710 LISTED EXHAUST HOODS THAT HAVE A DESIGN MAXIMUM EXHAUST FLOW RATE NO GREATER THAT 250 CFM PER LINEAR FOOT OF HOOD THAT SERVE KITCHEN/ DINING FACILITIES WITH A TOTAL KITCHEN HOOD EXHAUST AIRFLOW RATE LES THAN 5000 CFM SEE HOOD SPECIFICATIONS AND SCHEDULE ON HOOD SMART PLANS. Al ELECTRIC METER PEDESTRIAN EASEMENT - SEE SITE PLAN (E) FIRE SPRINKLER! PLAN KEYNOTES 1O. EXISTING ILLUMINATED EXIT SIGN - TO REMAIN O2 EXISTING WALL MOUNTED FIRE EXTINGUISHER NOTE: WITHIN 30'-0" DISTANCE TRAVEL FROM COMMERCIAL COOKING EQUIPMENT - FIELD VERIFY 0 FRP PANELS - INSTALL WHERE SHOWN MIN. 16" ABOVE SINKS EXISTING WOOD BEAMS, AND CEILING - SEAL O5 COVED BASE - 6" RUBBER OR WOOD WITH CLEANABLE FINISH NOTE: ALL DIMENSIONS SHOWN +/- TO ALIGN WITH EXISTING CONSTRUCTION AND TO BE VERIFIED IN THE FIELD KEY: —0 ACCESSIBLE ROUTE OF TRAVEL V1111i/11i/111i/11 HIGHLIGHT DENOTES PROPOSED NEW ACCESSIBILITY MEASURES IN ACCORDANCE Al WITH IEBC 305.7 1L REV. -CITY OF EI ",n" )S-nQ-^;-2022 PELLETIER(+) S C H A A R vItilon DUsed Hr unitectur (-- 26911L 98th Dr. NW, Suite B Stanwood, WA 98292 www.pelIetierschaar.com 36o-629-5375 RESUB NO.:XXXXXX DRN:XXX CHK:XXX ©2021 PELLETIER + SCHAAR, L.L.C. Sep 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6946 REGISTERED ARCHITECT LETIER STATE OF WASHINGTON Al ml s/2/2022 0 O O z iJ U H OAPI SCALE 1/4"= V-0" 0' 4' 8' PERMIT - PROPOSED FLOOR PLAN EQUIPTMENT 1. 2 - HOODMART MODEL 0448HBMTYPE 1 - HOOD 2 - BERTAZZONI PROF305 V 5 BURNER COOKTOP ----------- 1-1 ROOF PLAN F 15ometric %le i Fan Bask G reams Pipe O tlafT4I vv/ =e Box ) Grease Extractor/ B 6z P f Roofing Membrane for Gr Far). , tinge Petaif GREASE EXTRACTOR DETAIL NEW MAKE-UP AIR EXISITING HVAC UNIT NEW CURB AIC\A/ LJll Plfl CV LJAI ICT T. WOOD CAN FH FLASHING "2_�HOOD DETAIL A1.2 )SCALE 3/4"= V-0" ADJACENT TENANT PROJECT NORTH 01 W0000, I? O NOTE: ALL NEW ROOFTOP HVAC EQUIPMENT TO BE PAINTED TO MATCH FACADE OF BUILDING. A CANOPY yvIEIIL\■Ewa, i0rAhlrAhlRirvI01 1-1 O z Q U NOTF- 1. EXHAUST TERMINATION SHOULD BE 40 INCHES MIN @ DISCHARGE OPENING FROM ROOF SURFACE. 2. KITCHEN HOODS SHOULD BE 18 INCHES MIN FROM COMBUSTABLE SURFACES, AND SHALL HAVE A CLEARANCE TO NONCOMBUSTABLE CONSTRUCTION AND GYPSUM WALL BOARD ATTACHED TO NON COMBUSTABLE STRUCTURE OF NOT LESS THAN 3 INCHES. 3. A DUCT ENCLOSURE SHALL NOT BE REQUIRED FOR A GREASE DUCT THAT PENTRATES ONLY A NONFIRE-RESISTANCE -RATED ROOF/CEILING ASSEMBLY PER 506.3.11 EXCEPTION. 1l REV. -CITY OF EDMONDS-09-06-2022 P E L L E T I E R() S C H A A R vision Based Architecture 2691l 98th Dr. NW, Suite B Stanwood, WA 98292 www.peIIetierschaar.corn 36o-629-5375 NO.: XXXXXX DRN: XXX CHK: XXX © 2021 PELLETIER + SCHAAR, L.L.C. 6946 REGISTERED ARCHITECT LETIER STATE OF WASHINGTON RESUB Sep 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al m2 8/2/2022 0 O O z w 2 U H SCALE 1/4"= 1'-0" 0' 4' 8' PERMIT - ROOF PLAN 3'Air Gap 3'Air Gap O O O ❑ O ❑ Incand ~Lights scent Y.P.El ~0 ON] El ElO� 4' _ 4' 8' PLAN VIEW SCALE: NOT TO SCALE HOOD MAX. tXHl-\U I NLtINUIVI RI ER MODEL LENGTH COOKING TOTAL PIA. QTY. CFM. S.P. NO. TEMP. EXH. CFM 96" NOM 700 14" 2 1600 0.50 1 ISLAND 3200 96" OD DEG. FILTER(5) LIGHT(S) HOOD NO. TYPE CITY. HEIGHT LENGTH TYPE CITY. 6 20" 16" 1 S.S BAFFLE W/ HANDLES INCANDESCENT LIGHT 2 - 20„ 20„ FAN EXHAUST FAN UNIT FAN UNIT MODEL# NO. MODEL TAG CFM 5.P. RPM H.P. 28D 1 281) EF-1 1600 0.50 1625 1/2 EF-1 28D 2 28D EF-2 1600 0.50 1625 1/2 EF-2 SF9 _7 SF-1 Make -Up Air Chamber C A 2' IPS L D ,I S.S. Finished Back Internal Exhaust Chamber Perforated 3"AirGaW12,0" 100WPre-Wired Supply NOT TO SCALE NOT TO SCALE Lights Baffle Grease Filter WT FAN MODEL A B C DWT' less Steel Grease Cup FAN MODEL A B C D LBS LBS. S.S. Side Curtain SF9 32" 32" 32" 25" 130 LBS. 281) 26%2" 207/" 16/2" 19" 50. 60 LBS. 6'-6" - 6'-8" A. F. F. Equipment Provided/ Installed by others SECTION VIEW SCALE: NOT TO SCALE TOTAL RI ER HOOD SUP. CFM WIDTH LENG. QTY. CFM. S.P. CONSTRUCTION 12" 15" 2 1280 0.25 2560 STAINLESS ALUMINIZED UTILITY CABIN ET(S) FIRE SYSTEM ELECTRICAL 0 VOLT I FLA BLOWER 1 115 5.6 - 1 115 5.6 - A�B C D NOT TO SCALE FAN MODEL A B C D 28D 17Y2" 17%" 24" 4" SF9 31%2" 31%" 10" 4" SUPPLY FAN HOUSING TAG CFM S.P. RPM H.P. EST. HOOD \TION WEIGHT 470 LBS. 0� VOLT FLA SF9 SF-1 2560 0.25 915 1-1/2 1 115/230 - "IT 15 THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE MATERIALS 15 IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS 'ALL EQUIPMENT 15 UL LISTED COMPONENTS' HOODMARTHOODSARE BUILT IN COMPLIANCE WITH: NFPA #96 & UL710 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING: - NSF INTERNATIONAL -UL � NSF® C 0 us M1 LISTED Safety Certified NFPA° MH29547 REVISIONS --00��1/IART DATE DRR.H A11 ' BY REMARKS it� Ono STOP ra000 SHOP 172 REASER COURT TOLL FREE i-BOD-715-1014 ELYRIA, OHIO 44035 FAX 1-800-716-1214 EQUIPMENT SCHEDULE 4' X 48"ISLAND CONTRACT NO.127807 ITEM NO. - )OB: RIAN COOL LOC: - WOODWAY, WA CUST: RIAN COOL CUST#: - 7/1172022 SCALE AS NOTED DWG#127807 SFiT 1 OF 2 MO AM APPROVED BY - Hinge Kit Installation and Grease Exactor Details Pa its 2 - Fan Plates (Left & Right ) 2 - Curb Plates (Leff & Right ) 2 - Whiz Bolt 6-Whiz Nut Sheet Metal Screws 12 - Short (Z" L.G ) 12- Long (I"L.G) Step 1 - Line up the Fan Plate with the Fan Base as shown in picture 1. Step 2 - After lined up with the Fan Base, Mark out where you want your holes with a marker as shown in picture 2 (do the same for the Curb Plate ) Step 3 - Once Holes Are Marked and Drilled, You Can Screw The Fa Plate to The Fan Base Using The Short 2" LG. Sheet Metal Screws. *Note* If screw hits the curb, cut the screw shorter or use a shorter screw. Pic, 1 Tools Needed 1. Cordless 2. 4" Drill 3. 6" DrillBit 4. Sharpie/Marker 5. MeasuringTool(Optional ) 6. 2" Open End Wrench (2 ) Pic. 2 Hinge Assembly 0 00 o 0 0 0 (91 0 0 *Note' If not Assembled 110) Detail B Step 4 - Last step is to screw the Curb Plate to the ng 2" LG. Sheet metal Screws. ® 00 o ®o Run screws from outside Deta i I C Fan Base Curb Plate (Left ) Fan Plate (Left ) Detail A Hinge Assembly FAN Isometric Vlew Fan Base Grease Pipe (Optional W/ Grease Box ) Grease Extractor/ B, & Dual Roofing Membrane for Grey OPEN POSITION HINGE KIT& GREASE EXTRACTOR AN N11 Fa n ^^- `el 10D ) -liege Detail A --NT 'IT 15 THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED —COMBUSTIBLE MATERIALS 15 IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS 'ALL EQUIPMENT 15 UL LISTED COMPONENTS' HOODMART HOODS ARE BUILT IN COMPLIANCE WITH: NFPA #96 & UL710 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING: — NSF INTERNATIONAL —UL NSF® C 0 us LISTED 141 sar�ti &�t,fi:a NFPA MF129547 5 1/4X24 GLB EXISTING WALL BELOW 2 S-1 (EXISTING) Fil EXISTING 3X6 T & G DECK AT ROOF UNISTRUT P1000 BRACE TYP ADJUSTABLE HINGE WITH 1/2" SPRING NUTS (8 PLACES) III III II F— P III III II — I III II I I LOCATION OF 1/2" ALL THREAD HANGER ROD LOCATION OF KITCHEN HOODS (BELOW) (235 LBS EACH) P I 6X6 BEAM (B-1) SPANNING BETWEEN EXISTING GIRDERS See reviewed structural calculations for beam specs. y- y- y- ROOF LEVEL 1/2" = 1'-0" 0 2 PROVIDE 1/2"0 X " LAG SCREW AT UNISTRUT TO NEW BEAM 1/2" THREADED STEEL RODS CONNECTED WITH SIMPSON BP WASHER AND NUT AT TjP PLAN CALLOUT AND DESCRIPTION NUMBER DESCRIPTION 1 EXISTING 3X6 T & G DECK AT ROOF NEW 6X6 BEAM PER PLAN (CONTRACTOR TO PROVIDE WATER -PROOFING AS REQUIRED) 1 EXISTING ROOF DECK (8 PLACES) 5 C P NH UNISTRUT P1000 BRACES WITH 1/2" BOLT AND SPRING NUT, AS REQUIRED (8 PLACES) / / / EXISTING GIRDER HOOD HANGER BRACKET (SUPPLIED BY OTHERS) I I UNISTRUT P1000T WITH 1/2" BOLT AND SPRING NUT, AS REQUIRED I I I I I L Section 2 3/4" = 1'-0" I I I I I I I I I I I— PROPOSED KITCHEN HOODS I I I LJ IMPORTANT NOTES ON DRAWING REVIEW, FIELD VERIFICATION, TEMPORARY SHORING AND WATERPROOFING: info@b2engineers.com 425-318-7047 (0) 425-318-0031 (C) Q OF WAS, s.A Nj i Q `3Sj QG 43789 cTORALS \�4 SS�CNAL E G EDMONDS KITCHEN MECH SUPPORT 320-5TH AVE S, EDMONDS WA 98020 DRAWING INFO ISSUE DATE 08-31-22 ISSUED FOR PERMIT PROJECT N0.22230 ENGINEER BB REVISION SCHEDULE NO. DATE DESCRIPTION 1 08/29/22 Plan Check Response 1. CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. 2. IN REMODEL/RETROFIT PROJECTS, CONTRACTOR MUST FIELD VERIFY & NOTIFY DESIGN TEAM/OWNER OF EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL LINES THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE TO LIMITED AVAILABLE INFORMATION. 3. CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING 6 RE PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. ROO OvcE, � 4. ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. ECONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED ss DEPARTMENT FRAMING SYMBOLS: POST STARTS AT P THIS FLOOR LEGEND AND NOTES S-1 1/4" = 1'-0" Copyright b2 Structural Engineers 2008