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�Jkm,L.adi,il. ,�JiLl 11.��,.'J�IJ�� .�LYd,I,...a�.�l--_,.,.. 1..:.- -� <br />fELAMINE <br />:S W/ <br />ETS ON <br />%RDS TYP. <br />SB <br />"OP t <br />SPLASH w/ <br />FINISH <br />ANGLED <br />PLYWOOD <br />SUPPORT <br />1 1/2" PINE <br />NOSING <br />20 GA STEEL CHANNEL <br />FASTEN TO STRUCTURE <br />ABOVE <br />3 5/8" 25 GA. <br />GALV. STEEL <br />STUDS AT 6'-0" <br />TYPICAL SUBSTRATES <br />FOR INTERIOR WALLS <br />SHALL BE AS FOLLOWS: <br />KITCHEN AND STORAGE <br />AS <br />01--011 O V -0" - 5/8" <br />DUROCK CEMENT <br />BOARD, <br />3'-0" AND ABOVE - 5/811 <br />PLYWOOD. <br />SERVICE AREA AND <br />DRIVE THRU: <br />5/8" MIN, PLYWOOD. <br />5/8" DUROCK CEMENT <br />BOARD (WHERE TILE IS <br />USED). <br />5/8" GYPSUM BOARD. <br />FIRE BLOCKING AS PER <br />FBL i18 <br />LAY IN CEILING - SEE <br />SHEET IDI. <br />5/8" PLYWOOD SHEATHING. <br />FRP VENEER - SEE <br />SHEET IDI. <br />5/8" PLYWOOD SHELVING. <br />FRP VENEER - SEE <br />SHEET IDI. <br />3 5/8" GALV. STEEL STUDS <br />AT 16" O.C, 20 GASTUDS AT <br />WALL MOI.NTED EQUIPMENT <br />5/8" DUROCK <br />25 GA GALV. STEEL CHANNEL <br />FASTEN TO SLAB AT 24" OZ. <br />FINISH BASE MATERIAL - <br />SEE SHEET 101. <br />FLOOR MATERIAL - SEE <br />SHEET IDI. <br />EXISTING CONC. SLAB <br />of INTERIOR WILL SECTION <br />SCALE: 1 1/2" - V-0" <br />MEDIA CABINET TO BE WALL <br />SHELVING HARDWAARERE SPECCSS <br />MOUNTED OR ON SHELF. G.C. TO <br />KNAPE a VOGt S1 HE <br />COORDINATE LOCATION WITH <br />DUTY ADJ KNIFE BRACKETS <br />INSTALLER ENSURE PROPER <br />KNAPE a VOGT VO STANDARDS <br />N. <br />VENTILATION <br />FINISH: STEEL w/ ANOCHROME FIN <br />NOTE: FOR LOCATIONS WITH <br />DIGITAL DT MENU BOARDS ONLY. <br />WHITE MELAMINE <br />SHELVES W/ <br />BRACKETS ON <br />STANDARDS TYP. <br />3/4" Oft <br />DESKTOP <br />BACKSPLASH w/ <br />PLAM FINISH <br />1 1/2" PINE <br />NOSING <br />NOTES: <br />• ALL SHELVING AND HARDWARE SUPPLIED AND <br />INSTALLED BY GENERAL CONTRACTOR <br />*GENERAL CONTRACTOR SHALL PROVIDE ADEMATE <br />BLOCKING FOR ALL SHELVING IN OFFICE <br />��4IN SCALEE�1OR ELEVATIONS - OFFICEJ(DIIINTE?IOOR ELEVATIONS - OMICE 1--011 FLOOR <br />111AIL LEGIENU <br />JEXISTING DOOR SYSTEM <br />r EXISTING WINDOW SYSTEM <br />EXISTING EXTERIOR WALL SYSTEM <br />EXISTING WALL PARTITION <br />4'.' <br />NEW METAL STUD PARTITION: 3 5/8" METAL STUDS <br />AT 16" O.G. WITH SUBSTRATE EACH SIDE FROM <br />FLOOR SLAB TO 4" ABOVE FINISHED CEILING. SEE <br />DETAIL 2/Ala. <br />DOOR SYSTEM - REFER TO DOOR SCHEDULE. <br />1. SEE KI - K3 FOR EQUIPMENT SCHEDULES AND SPECIFICATIONS. <br />Z. SEE SHEET Alb FOR DIMENSIONS. <br />3. SEE SHEET IDI - 101 FOR FINISH SCHEDULES AND MATERIALS. <br />4. ALL G.W13. TO RECEIVE SLICK LEVEL (5) FINISH UNDER PAINT AND <br />LEVEL (4) FINISH UNDER WALL COVERING. <br />S. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: <br />PREP AREA. OFFICE. KITCHEN AND STORAGE AREA <br />0'-0" TO 4'-0" - 5/8 " DUROCK CEMENT BOARD, <br />4'-0" AND ABOVE - 5/8" PLYWOOD <br />ALQ2&6. SALES AND SEATING AREAS <br />5/8" GYPSUM BOARD, 5/8" DUROCK CEMENT BOARD BEHIND <br />CERAMIC TILES, 5/8" PLYWOOD AT DECORATIVE PLAM "WOOD" WALLS <br />SEWCE AREA: <br />5/8" DUROCK CEMENT BOARD <br />RESTROOMS : <br />5/8" DUROCK CEMENT BOARD <br />6. PROVIDE 5/8" DUROCK CEMENT BOARD TO 4'-0" AFF. THEN 5/8" <br />PLYWOOD SHEATHNG OVER ix3 FURRING OVER i" RIGID INSULATION <br />OVER ALL C.M.U. WALLS AT DRIVE-THRU, SERVICE AREA AND KITCHEN <br />AREAS. WHERE TILE IS USED PROVIDE 5/8" DUROCK CEMENT BOARD <br />ENTIRE WALL. <br />i. PROVIDE 5/8" Cs.W.B. OVER lx3 FURRING OVER I" RIGID INSULATION <br />OVER C.M.U. WALL ON INSIDE OF EXTERIOR WALLS. EXTEND GWB AND <br />INSULATION FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK <br />8. EQUIPMENT SUPPLIER TO PLACE ALL NEW EQUIPMENT. <br />9 G.C. t0 MAKE ALL MECHANICAL, PLUMBING AND ELECTRICAL <br />CONNECTIONS FOR ALL EQUIPMENT AS INDICATED ON EQUIPMENT <br />PLAN. COORDINATE WITH EQUIPMENT SUPPLIER <br />10. G.C. TO VERIFY CLEARANCES FOR INSTALLATION OF EQUIPMENT. <br />11. SEE A/Alb FOR DOOR MANEUVERING CLEARANCES DETAILS. <br />12. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND <br />NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON <br />DISCOVERY PRIOR TO COMMENCING WITH ANY WORK <br />13. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONFIRM <br />NUMBER TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. <br />14. PROVIDE 2"x2" STAINLESS STEEL CORNER GUARDS, FULL LENGTH OF <br />CORNER UP TO CEILING (TYPICAL THROUGHOUT BACK OF HOUSE) <br />15. G.C. SHALL PROVIDE ADEQUATE BLOCKING AS REQUIRED <br />THROUGHOUT: IN RESTROO'1S FOR GRAB BARS, LAVATORIES, HAND <br />DRYERS, MIRRORS, PAPER TOWEL DISPENSERS AND OTHER <br />ACCESSORIES UNLESS OTHERWISE NOTED. IN SERVICE AREA FOR: <br />VDU, WALL SHELVES, ETC. <br />16. PROVIDE WATER TIGHT INTEGRITY AT ALL ROOF PENETRATIONS, <br />PATCH AND REPAIR EXISTING ROOF AS REQUIRED. <br />11. SEE SHEET T3 FOR DO GREEN GENERAL NOTES. <br />18. ENTRY AREA, SEATING AREA, ALCOVE, HALL AND SALES AREA <br />CORNER GUARDS: ALL OUTSIDE CORNERS TO RECEIVE ACROVYN <br />4000 SERIES 1-1/2"A-1/2" "BRUSHED NICKEL" CORNER GUARDS, FROM <br />TOP OF WALL BASE TO 5'-6" AFF. TO BE CUT DOWN AT CHAIR RAIL <br />AND CONTINUE ABOVE. ALL CORNERS WITH WD-1 SYSTEM TO RECEIVE <br />METAL TRIM. <br />1% VERIFY CONDITION OF EXISTING WINDOW SYSTEMS, REPLACE SEALANT <br />AS REQUIRED. <br />20. VERIFY CONDITION OF EXISTING DOOR SYSTEMS, REPLACE WEATHER <br />STRIPPING AS REQUIRED. <br />21. PATCH AND REPAIR EXISTNG AFFECTED EXISTING FLOOR FINISH AS <br />REQUIRED TO MATCH AND ALIGN WITH ADJACENT FLOOR FINISH. <br />22. GENERAL CONTRACTOR TO COORDINATE ANY POS PROTECTIVE <br />SHIELD SYSTEMS WITH OWNER <br />23. PATCH, REPAIR OR REPLACE ALL EXISTING FLOOR FINISH AND <br />CEILING FINISH AS REQUIRED THROUGHOUT ENTIRE SPACE. <br />KEYED NOTES <br />OHATCH AREA REPRESENTS EXISTING - NOT WORK IN THIS AREA <br />U.N.O. <br />OEXISTING ASPHALT DRIVE - SEE SITE PLAN <br />OEXISTING CONCRETE CURB - SEE SITE PLAN <br />U4 EXISTING LANDSCAPE AREA - SEE SITE PLAN <br />OEXISTING HANDICAP PARKING SPACE - SEE SITE PLAN <br />OEXISTING STANDARD PARKING SPACE - SEE SITE PLAN <br />OEXISTING HANDICAP SIGN - SEE SITE PLAN <br />OEXISTING CONCRETE WALK - SEE SITE PLAN <br />O9 EXISTING CONCRETE BOLLARD - SEE SITE PLAN <br />10 EXISTING EXTERIOR WALL SYSTEM <br />11 EXISTING STOREFRONT DOOR / WINDOW SYSTEM - G.C. TO VERIFY <br />THE TYPE AND WORKING CONDITION OF THE DOOR, HARDWARE <br />AND THAT THEY ARE APPROPRIATE AND ACCEPTABLE. G.C. TO <br />PROVIDE 'D' SHAPED HANDLE AT ENTRY DOOR - SEE NATIONAL <br />ACCOUNTS AND HARDWARE SCHEDULE, VERIFY WITH OWNER <br />12 EXISTING EXTERIOR DOOR - G.C. TO VERIFY THE TYPE AND <br />WORKING CONDITION OF THE DOOR HARDWARE - SEE HARDWARE <br />SCHEDULE, VERIFY WITH OWNER <br />13 EXISTING DRIVE THRU WINDOW SYSTEM <br />14 EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS <br />15 EXISTING (3) COMPARTMENT SINK - SEE PLUMBING DRAWINGS <br />16 EXISTING HAND SINK - SEE PLUMBING DRAWINGS <br />ii EXISTING LINE STRIPPING - SEE SITE PLAN <br />IS EXISTING MOP SINK - PATCH, REPAIR OR REPLACE AS REQUIRED <br />19 EXISTING CONCRETE WHEEL STOP - SEE SITE PLAN <br />noEXISTING CONCRETE RAMP - SEE SITE PLAN <br />21 EXISTING CONCRETE DRIVE - SEE SITE PLAN <br />22 WALL HUNG FIRE EXTINGUISHER <br />23 EXISTING WATER HEATER - SEE PLUMBING DRAWINGS <br />24 EXISTING FLOOR FINISH AND BASEBOARD, G.C. TO PATCH, REPAIR <br />OR REPLACE AND REGROUT AS REQUIRED <br />25 WATER FILTRATION SYSTEM, COORDINATE WITH OWNER - SEE <br />PLUMBING DRAWINGS <br />Z6 HAND SINK - SEE PLUMBING DRAWINGS <br />2� HEIGHT LIMITATION BAR - SEE SITE PLAN <br />28 30" x 48" CLEAR FLOOR SPACE <br />29 DRIVE THR I BRANDED PAINT GRAPHIC - SEE SITE PLAN <br />® OSB VIDEO DISPLAY UNIT - SEE ELECTRICAL DRAWINGS AND <br />REFLECTED CEILING PLAN <br />31 BUMP BAR FOR VDU ABOVE - SEE EQUIPMENT SCHEDULE <br />32 SALES COUNTER TO BE 36" HIGH 36" WIDE MIN. PER 2020 FLORIDA <br />ACCESSIBILITY CODE - SECTION 904.4 <br />33 MILLWORK SUPPLIER SHALL PROVIDE AND INSTALL ACCESS FOR <br />UTILITIES AND CLEANING AT ALL FRONT LINE MILLWORK (TYP.) <br />ODESK AND SHELF - SEE DETAILS 3/Ala AND 4/Ala <br />8GENERAL CONTRACTOR TO PROVIDE ANCHOR BOLT FOR FLOOR <br />8 <br />MOUNTED SAFE IN OFFICE, COORDINATE WITH TENANT. <br />36 EQUIPMENT / CASEWORK / MILLWORK BY OTHERS <br />0 SPEAKER TOWER/CANOPY AND ORDER CONFIRMATION BOARD - <br />SEE SITE PLAN <br />38 IS" X 54" GROUND LOOP VEHICLE DETECTOR - SEE SITE PLAN AND <br />ELECTRICAL DRAWINGS <br />39 PIPE BOLLARD - SEE SITE PLAN <br />OEXISTING EQUIPMENT - COORDINATE WITH OWNER <br />41 PREFABRICATED CANOPY SYSTEM ABOVE BY VENDOR UNDER <br />G.C.'S SCOPE - SEE EXTERIOR ELEVATIONS AND WALL SECTIONS <br />4Z FUTURE ORDER KIOSK - COORDINATE FINAL LOCATION WITH OWNER <br />- G.C. TO PROVIDE A UNISTRUT RAIL $UPENDED FROM ROOF <br />STRUCTURE - SEE ELECTRICAL DRAWINGS <br />43 PROVIDE 2114" STAINLESS STEEL COMER GUARDS, FULL LENGTH <br />OF CORNER UP TO CEILING <br />OG.C. TO PROVIDE AND INSTALL SHELVING TH♦ROUC44OUT - <br />COORDINATE LOCATIONS WITH OWNER <br />REIASM B <br />tn00 <br />" M <br />«� M C V <br />v -3 <br />o E <br />ti U <br />Cq <br />E Y <br />ONE. C per,. (y <br />GV :C <br />O U • N <br />Q E <br />Q o <br />W w <br />Y ' `- 3 <br />°- <br />`r N 3 <br />o roti <br />A b C <br />o <br />E C> <br />• 1� <br />� R� • ti <br />co <br />t%O I o :Q <br />LL' -I W <br />O' o <br />�d �sOr �,�<v <br />�S • . �G� <br />. R <br />Q <br />ed Q <br />tm <br />1= "" o <br />O > 0 0 <br />0 <br />o � <br />a a <br />O <br />ti <br />L <br />O <br />4- <br />fn <br />O <br />c 0 <br />'o � rn o <br />w <br />c Z <br />Y m >. C <br />L <br />o v a o <br />t � N <br />W v— 0 <br />i t0 <br />O CL <br />m <br />C <br />Date: 07. 26. 22 <br />Scale: AS NOTED <br />Project Mgr: JDR <br />Drawn: VB <br />Job: 21-202 <br />Sheet <br />Ala <br />