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ElevationsDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIANARCHITECTALC ARCHITECTURE1119 EAST STATE STREET, STE 120EAGLE, IDAHO 83616PH: (208) 514-2713CONTACT: JEFF LIKESEMAIL: JEFF@ALCARCHITECTURE.COMPROJECT TEAMVICINITY MAPSHEET INDEXGENERAL:G1.1ARCHITECTURAL COVER SHEET, CODE ANALYSISG1.2GENERAL KEYNOTES, WALL TYPES, SYMBOLSG1.3GENERAL NOTESG1.4ACCESSIBILITY DETAILSG1.5ACCESSIBILITY DETAILSG1.6IECC COMPLIANCEARCHITECTURAL:AD1.1DEMOLITION FLOOR PLAN - LEVEL 1AD1.2 DEMOLITION ELEVATIONSA1.1 FLOOR PLANA2.1ENLARGED FLOOR PLANS & INTERIOR ELEVATIONSA3.1REFLECTED CEILING PLANA4.1 EXTERIOR ELEVATIONSA5.1WALL SECTIONSINTERIOR DESIGN:ID-1COVER SHEETID-2SEATING PLANID-3FINISH PLANID-4CEILING PLANID-5DINING ROOM ELEVATIONSID-5.1DINING ROOM ELEVATIONSID-6PRODUCT DETAILSID-6.1PRODUCT DETAILSGENERAL NOTES:1.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THEINTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES ANDREGULATIONS2.THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND EXISTING CONDITIONSPRIOR TO PROCEEDING WITH ALL WORK.3.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WHERE ANYCONFLICTS OCCUR WITH THE CONSTRUCTION DRAWINGS.4.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THECONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.5.THE DRAWINGS SHALL NOT BE SCALED6.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TOPERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OFEQUIPMENT IS NOT SPECIFIED AND WHERE SUCH INSTALLATION / CONNECTIONIS REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTORSHALL BE HELP RESPONSIBLE FOR SUCH INSTALLATION / CONNECTION.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION BRACING ANDSHORING DURING CONSTRUCTION.8.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TOPREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECTMATERIALS MAY BE CAUSE FOR REJECTION OF WORK.9.THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, PATCHING AND FITTINGAS REQUIRED TO PERFORM THE WORK. ALL PATCHING, CUTTING AND FITTINGSHALL BE DONE WITH APPROPRIATE MATERIALS AND TOOLS TO INSURE HIGHESTQUALITY OF WORK.10.DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.11.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAMESPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE2015 IBC, SECTION 720.3.PARTITION NOTES:PROJECT NOTESCODE ANALYSISJURISDICTION: CITY OF MERIDIANOCCUPANCY GROUP: A-2CONSTRUCTION TYPE: V-BAREA: DINING929 SFQUEUE172 SFKITCHEN1381 SFOTHER764 SFTOTAL3,246 SFOCCUPANT LOAD:DINING (X SEATS)X OCCUPANTSQUEUE (15 NET)12 OCCUPANTSKITCHEN (200 GROSS)7 OCCUPANTSTOTALX OCCUPANTSFIRE SPRINKLERS: NO (<100 OCCUPANTS)FIRE ALARM:NO (EXISTING TO REMAIN)PLUMBING FIXTURE ANALYSIS:WATER CLOSETLAVATORYDRINKING FOUNTAINSERVICE SINKREQ. / PROV.REQ. / PROV.REQ. / PROV.REQ. / PROV.MEN1211--------WOMEN1211--------TOTAL420011APPLICABLE BUILDING CODES1.ALL GYPSUM BOARD PARTITIONS SHALL BE FINISHED TO LEVEL 4, TAPED,SANDED SMOOTH, & PAINTED COLOR AS SPECIFIED BY TENANT. THECONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT ORADJOINING SURFACES WHEREVER REQUIRED.2.ALL INTERIOR PARTITIONS ARE DIMENSIONED FACE OF STUD TO FACE OF STUD(U.O.N.). ALL VERTICAL DIMENSIONS ARE ABOVE FINISH FLOOR THICKNESS.ACCOUNT FOR 1/2" FLOOR MATERIAL THICKNESS. VERIFY MATERIAL WITHTENANT.3.DEMISING WALLS ARE FROM FINISH FLOOR SLAB TO UNDERSIDE OF ROOF DECKABOVE.4.ALL DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE EDGE OFWINDOW FLOOR PLAN (U.O.N.)5.ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. THECONTRACTOR SHALL CORRECT LEVEL FLOORING VARIATIONS.6.DIMENSIONS NOTED 'CLR' ARE MINIMUM REQUIRED DIMENSIONS ANDCLEARANCE MUST BE ACCURATELY MAINTAINED.7.THERE SHALL BE A MINIMUM OF 18" CLEAR TO THE NEAREST RETURNINGPARTITION, PERMANENT FIXTURE OR MULLION AT THE LATCH SIDE, PULL SIDEOF ALL DOORS.8.ALL LATCH SETS AND LOCKSETS ON ALL DOORS SHALL COMPLY WITH ALLACCESSIBLY CODES.9.BRACING FOR DOOR FRAME IS NOT REQUIRED AT DOOR JAMS LOCATED 6" ORLESS FROM 90 DEGREE PARTITION INTERSECTION.ARBY'S REMODEL - MERIDIAN1270 N EAGLE ROAD, MERIDIAN, ID 83642INTERIOR DESIGNMSW RESTAURANT FURNISHINGS7159 COUNTY RD, STE 200JOPLIN, MO 64801PH: (417) 673-1901 X1044CONTACT: JIMMY VAN BECELAEREEMAIL: JIMMY@MSWINC.COMCLIENTRB AMERICAN LLC6200 OAK TREE BLVD, STE 250INDEPENDENCE, OH 44131PH: (816) 225-3909CONTACT: JASON THETFORDEMAIL: JTHETFORD@FLYNNRG.COM2015INTERNATIONAL BUILDING CODE2015INTERNATIONAL FIRE CODE2015INTERNATIONAL ENERGY CONSERVATION CODE2012INTERNATIONAL MECHANICAL CODE2012INTERNATIONAL FUEL & GAS CODE2017IDAHO STATE PLUMBING CODE2017NATIONAL ELECTRICAL CODEG1.1SITEFAIRVIEW AVEFLORENCE STEAGLE RD BASE TILE, REFER TO INTERIORDRAWINGS1/2" GA PACIFIC DENS-SHIELDBEHIND WALL TILE1/2" GYP. BOARD BEHIND WALL VINYLCEILING TILE AND GRIDWALL TILE WALL VINYLQUARRY TILE BASE1/2" CEMENT BOARD BEHIND BASE TILE,FROM SLAB TO 24" AFF1/2" PLYWOOD BEHIND FRPINSTALL FRP FROM TOP OF BASE TILETO BOTTOM OF CEILINGCEILING TILE AND GRIDREFER TO INTERIOR DRAWINGS FORFINISH INFORMATIONREFER TO INTERIOR DRAWINGS FORFINISH INFORMATION2'-0"BASE TILE, REFER TO INTERIORDRAWINGS1/2" CEMENT BOARD BEHIND BASE TILE,FROM SLAB TO 24" AFF1/2" GA PACIFIC DENS-SHIELDBEHIND WALL TILECEILING TILE AND GRIDREFER TO INTERIOR DRAWINGS FORFINISH INFORMATION2'-0"CEILING TILE AND GRIDBASE TILE, REFER TO INTERIOR DRAWINGS1/2" GYP. BOARD ON BOTH SIDESOF WALL, U.N.O.2x4 WOOD STUD AT 16" O.C., U.N.O.EXTEND WALL 6" ABOVE HIGHESTADJACENT CEILINGBRACE TOP OF WALL TO STRUCTUREWOOD TRIMG1.2TYPICAL WALLNOT TO SCALEDG1.2DINING ROOM WALLNOT TO SCALEAG1.2KITCHEN WALLNOT TO SCALEBG1.2RESTROOM WALLNOT TO SCALEC2'-10" MAX 2 1/2"2'-10"4"QUARRY TILE BASE1/2" CEMENT BOARDWALL TILE, REFER TO INTERIOR DRAWINGSFRP OVER 1/2" CEMENT BOARD2x4 WOOD STUD AT 16" O.C.1/2" SOLID SURFACE COUNTERTOP OVER(2) LAYERS OF 3/4" PLYWOODBASE TILE, REFER TO INTERIORDRAWINGS3'-9 1/4"T.O. FRAMING1/2" CEMENT BOARD BEHIND BASE TILE1/2" PLYWOOD BEHIND WOOD BOARDS2x WOOD STUD AT 16" O.C.2" UNISTRUT POST AT END(S) OFWALL(S) AND 4'-0" O.C. MAXWOOD WALL CAPSHOE MOLD, BOTH SIDESREFER TO INTERIOR DRAWINGS FORFINISH INFORMATIONG1.2PARTIAL HEIGHT WALLNOT TO SCALEFG1.2FRONT COUNTERNOT TO SCALEEGG1.2G1.2WALL CAP DETAILNOT TO SCALEG9" WOOD WALL CAP, REFERTO INTERIOR DRAWINGS2x WOOD STUD WALL AT16" O.C.SHOE MOLD, ON BOTHSIDES OF WALL, REFER TOINTERIOR DRAWINGS3/4" WOOD PLANK, REFERTO INTERIOR DRAWINGS1/2" PLYWOOD OVER STUDSCORE DRILL SLAB AT EACH POSTDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIANG1.2WALL TYPESKEYNOTESSYMBOL LEGEND(SEE DETAIL 1 ON A2.1)ROOM NUMBERDETAIL REFERENCE(SEE WALL SECTION 1WALL SECTION REFERENCEREVISION NUMBERINTERIOR ELEVATION REFERENCEON SHEET A2.1)KEYNOTEDOOR NUMBERON SHEET A2.1)BUILDING SECTION REFERENCE(SEE BUILDING SECTION 1(DIVISION.KEYNOTE NUMBER)(SEE DETAIL 1AON SHEET A2.1)ELEVATION/DATUM MARKFINISHES CALLOUT1A2.11A2.1WALL TYPE TAGEQUIPMENT / FURNITURE TAGWALL HEIGHTINSULATION TYPE A1ADXXXXXXXXXXXXWINDOW TYPE TAGGLAZING TYPE TAGXXXXX##CDSXXXMILLWORK TAGCASEWORK DESIGN SERIES TYPE1A2.11A2.1#XXX-1X'-X"CEILING TAGCEILING TYPECEILING HEIGHT#XXXDBACWALL HEIGHT :UNLESS NOTED OTHERWISE ALL WALLS ARE TOBE 0'-6" ABOVE HIGHEST ADJACENT CEILINGD = WALL TO DECK, ABOVEH = WALL TO COUNTER HEIGHT (42")INSULATION TYPE :A = ACOUSTICAL BATT INSULATIONT = THERMAL BATT INSULATION (R-13)1.GENERAL1.1.ADDRESS NUMBERS PER CITY REQUIREMENTS. VERIFY SIZE AND LOCATION WITH FIREDEPARTMENT.2.EXISTING CONDITIONS2.1.DEMOLISH EXISTING WALL.2.2.DRIVE THRU WINDOW MUST BE COMPLIANT WITH OPERATING REQUIREMENTS.REPLACE AS NEEDED.2.3.EXISTING DOWNSPOUT TO REMAIN AND BE PROTECTED. PAINT TO MATCH ADJACENTSURFACE, SEE EXTERIOR ELEVATIONS.2.4.FURNITURE AND BOOTH DIVIDER WALLS TO BE REMOVED.2.5.COUNTER AND EQUIPMENT TO BE REMOVED, SALVAGE EQUIPMENT FOR REUSE.2.6.DEMOLISH ALL FLOOR FINISHES AND WALL FINISHES AND PREP FOR NEW WORK.2.7.DEMOLISH ALL CEILING FIXTURES AND ACT PANELING IN PREPARATION FOR NEWWORK. ANY WIRING AND DUCTING SHALL REMAIN AND BE PROTECTED FOR REUSE.2.8.REMOVE ALL PLUMBING FIXTURES IN PREPARATION FOR NEW FIXTURES. EXTEND ANDMODIFY SANITARY ROUGH-INS, WATER CONNECTIONS, AND VENT PIPING AS REQUIRED.REPAIR WALL AND FLOOR AS NEEDED.2.9.REMOVE EXISTING POS COUNTER AND EQUIPMENT. CAP AND ABANDON EXISTINGCONDUIT. REMOVE ELECTRICAL CIRCUITRY BACK TO EXISTING PANEL BOARD.2.10.DEMOLISH ALL RESTROOM EQUIPMENT. CAP AND ABANDON EXISTING CONDUIT.REMOVE ELECTRICAL CIRCUITRY BACK TO EXISTING PANEL BOARD AS NEEDED.2.11.PORTABLE FIRE EXTINGUISHER LOCATION TO REMAIN AND BE PROTECTED.CONTRACTOR TO CONFIRM FIRE EXTINGUISHER EXISTS AND IS LOCATED IN ANACCEPTABLE LOCATION. REPLACE FIRE EXTINGUISHER IF NOT PRESENT.2.12.REMOVE EXISTING ARBY'S SIGNAGE. PATCH AND REPAIR WALL AS REQUIRED.PREPARE SURFACE TO RECEIVE NEW FINISH.2.13.DEMOLISH EXISTING AWNINGS.2.14.NOT USED.2.15.REMOVE EXISTING LIGHT FIXTURE AND PREPARE ELECTRICAL WIRING FORABANDONMENT OR REWIRING INTO NEW FIXTURE, SEE ELEVATIONS AND RCP.2.16.EXISTING CAMERA OR EXTERIOR LIGHT FIXTURE TO REMAIN.2.17.REMOVE EXISTING DOOR AND HARDWARE. REUSE IF INDICATED ON FLOOR PLAN.2.18.NOT USED.2.19.DEMOLISH EXISTING GLAZING AND INFILL WALL TO MATCH ADJACENT WALLASSEMBLY AS NECESSARY.3.CONCRETE3.1.NOT USED.4.MASONRY4.1.NOT USED.5.METALS5.1.CANOPY/ACCENT BAND. PROVIDE IN-WALL BLOCKING. REFER TO WALL SECTIONS.5.2.CANOPY POST AND FOUNDATION.6.WOOD, PLASTICS AND COMPOSITES6.1.NOT USED.7.THERMAL AND MOISTURE PROTECTION7.1.NOT USED.8.OPENINGS8.1.INFILL WALL WHERE EXISTING DOOR IS REMOVED.9.FINISHES (SEE INTERIOR DRAWINGS)9.1.NEW ACOUSTICAL CEILING TILES. EXISTING SUSPENDED SYSTEM TO REMAIN. 24X24ACT BY ARMSTRONG, USG OR EQUIVALENT.9.2.ALTERNATE BID REQUIRED FOR GYPSUM BOARD CEILINGS INSTEAD OF CEILING GRID INRESTROOMS.10.SPECIALTIES10.1.ACCESSIBILITY SIGNAGE PER ICC/ANSI A117.1-2003 SECTION 703 SHALL BE MOUNTED48" MIN. TO 60" MAX. FROM THE FLOOR OR GROUND SURFACE, MEASURED FROM THEBASELINE OF THE CHARACTERS, AND MOUNTED ON THE LATCH SIDE OF THE DOOR.11.EQUIPMENT11.1.REUSE EXISTING SODA MACHINE EQUIPMENT.11.2.REUSE EXISTING POS EQUIPMENT.12.FURNISHINGS12.1.NEW POV COUNTER. SEE G1.2 WALL TYPE DETAILS AND INTERIOR DRAWINGS. TOP OFCOUNTER TO BE SET AT 34" MAX.12.2.NEW SELF SERVE DRINK STATION AND CONDIMENT BAR. TOP OF COUNTER TO BE SETAT 34" A.F.F. MAX. REFER TO INTERIOR DRAWINGS. CONTRACTOR TO TRENCH SLAB ASREQUIRED FOR NEW FLOOR SINK. SODA VENDOR TO RUN SODA LINE. CONTRACTORTO PROVIDE A STAINLESS STEEL SHROUD IF PIPING IS RUN OUTSIDE THE WALL.12.3.NEW FURNITURE PROVIDED AND INSTALLED BY FURNITURE VENDOR. REFER TOINTERIOR DRAWINGS FOR EXACT LOCATIONS AND SIZES.23.MECHANICAL23.1.NOT USED.26.ELECTRICAL26.1.DATA OUTLET AND RECEPTACLES LOCATED IN SUPPORT WALL AT 24" A.F.F.26.2.NEW LIGHT FIXTURES, SEE FIXTURE SCHEDULE.26.3.PROVIDE A ROW OF (3) LENSED RECESSED CANS AT 48" O.C. OVER THE COUNTER.26.4.CAN LIGHTS ARE LOCATED IN NEW CEILING SOFFIT, SEE INTERIOR DRAWINGS.26.5.GLASS PENDANT LIGHT CENTERED ABOVE INDIVIDUAL TABLE. KAREN CLEGG, MODEL42046OZ, VINTAGE SQUIRREL CAGE FLAMENT BULB, MOUNTED @ 66" A.F.F.26.6.METAL PENDANT LIGHT CENTERED ABOVE COMMUNITY TABLE. KAREN CLEGG, MODEL78200, 100W (M) BULB NOT INCLUDED, MOUNTED 78" A.F.F.27.SITE WORK27.4.NOT USED.1"12"38"38"34"12"5 12"12"34"38"38"9 12"INDICATES AREA NOTIN SCOPE OF WORK DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN GENERAL NOTESLAVATORY AND MIRRORSGYPSUM BOARD NOTESPAINTING NOTESFLOORING NOTESWOOD DOOR NOTESFIRE ALARM SYSTEMDEMOLITION NOTESGENERAL DOORS & WINDOWSWOOD FRAMING NOTES1.ALL WOOD FRAMING GRADES ARE TO BE AS FOLLOWS:A.2" NOMINAL AND SMALLER - GRADE NO.1B.2" NOMINAL AND LARGER - GRADE NO.1C.2x4 STUDS AND SMALLER - STUD GRADED.2x6 AND LARGER - GRADE NO. 1E.ALL POSTS - SEE STRUCTURAL2.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.3.ALL WOOD SHALL BE DRY AND WELL SEASONED, AND MOISTURE CONTENT SHALL NOTEXCEED 15%.4.TYPICAL WOOD CEILING / SOFFIT FRAMING SHALL BE AS FOLLOWS (UNLESS NOTEDOTHERWISE) :A.UP TO 10' 2 x 4 @ 24" ON CENTERB.UP TO 15' 2 x 6 @ 24" ON CENTERC.UP TO 20' 2 x 10 @ 16" ON CENTERD.UP TO 24' 2 x 12 @ 16" ON CENTER5.TYPICAL INTERIOR WALL FRAMING SHALL BE AS FOLLOWS (UNLESS NOTED OTHERWISE) :A.UP TO 10' 2 x 4 @ 16" ON CENTERB.UP TO 16' 2 x 6 @ 12" ON CENTERC.UP TO 20' 2 x 8 @ 8" ON CENTER6. ALL WALLS SHALL BE BRACED PER INTERNATIONAL BUILDING CODE.7.ALL WALL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE CDX WITHEXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS.1. ALL PANELS SHALL BEAR LEGIBLEDFPA STAMPS ORIENTED STAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD WALL SHEATHING.IF IT IS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OFLAYERS AS PLYWOOD PLY'S.8.PROVIDE DRAFTSTOPS CONSTRUCTED OF 1/2" MINIMUM GYPSUM BOARD, 3/8" MINIMUMPLYWOOD OR OTHER APPROVED MATERIAL AT LOCATIONS NOTED ON PLANS AND/OR ASREQUIRED BY INTERNATIONAL BUILDING CODE.DEFERRED SUBMITTALSDEFERRED SUBMITTALS ARE TO BE PREPARED IN STRICT ACCORDANCE WITH ALL CODES ANDREGULATIONS AND PROVIDED BY THE CONTRACTOR TO THE REGISTERED DESIGN PROFESSIONALFOR REVIEW, AND ONCE RETURNED BY THE REGISTERED DESIGN PROFESSIONAL, THE CONTRACTORSHALL CORRECT AND MAKE NECESSARY MODIFICATIONS AND SUBMIT TO ALL AUTHORITIES HAVINGJURISDICTION FOR APPROVAL AND REQUIRED PERMITS.UNLESS NOTED OTHERWISE, ALL DEFERRED SUBMITTALS ARE TO BE IN CONFORMANCE WITH THEINTERNATIONAL BUILDING CODE.1.FIRE SPRINKLER2.FIRE ALARM3.STORAGE RACKING AND SHELVING ATTACHMENTS AND STRUCTURE4.SIGNAGE AND GRAPHICS5.STAIRS, GUARDRAILS, AND HANDRAILS6.WHERE APPLICABLE, PLEASE SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL DEFERREDSUBMITTAL ITEMS.CEILING NOTES1.ALL CEILINGS SHALL COMPLY WITH THE LATEST C.I.S.C.A. STANDARDS AND REQUIREMENTS.2.CONTRACTOR SHALL ASSESS AND UNDERSTAND THE SEISMIC DESIGN CATEGORY FOR THEPROJECT SPECIFIC SITE.3.CEILING SHALL BE MEET THE CRITERIA FOR THE SPECIFIC SEISMIC DESIGN CATEGORY.4.ALL SUSPENDED CEILING SYSTEMS WALL MOLDINGS SHALL BE MITERED AND SHALL BE SETFLUSH AND LEVEL.5.ALL SUSPENDED CEILING TILES AND GRID SHALL BE LEVEL WITH 1/16" WITHIN EACH ROOM.ACCEPTABLE MANUFACTURERS : ARMSTRONG AND USGG1.3HEIGHT AND CLEARANCES : LAVATORIES SHALL BE MOUNTED WITH THE RIM OR1. COUNTER SURFACE (IF INTEGRAL SINK) NO HIGHER THAN 34 INCHES MAXIMUM ABOVETHE FINISH FLOOR. PROVIDE A CLEARANCE OF 27 INCHES MINIMUM ABOVE THE FINISHEDFLOOR TO THE BOTTOM OF THE APRON AND/OR BOTTOM OF LAVATORY BASIN. CLEAR FLOORSPACE : A CLEAR FLOOR SPACE OF 30 INCHES BY 48 INCHES SHALL BE2. PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEARSPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUMOF 19 INCHES UNDERNEATH THE LAVATORY. EXPOSED PIPES AND SURFACES : HOT WATERAND DRAIN PIPES UNDERNEATH 3. LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINSTCONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERNEATH LAVATORIES.FAUCETS, LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY OPERATED4. MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF-CLOSING VALVES AREUSED THE FAUCET SHALL REMAIN OPEN FOR A MINIMUM OF 10 SECONDS OR DURATIONACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, WHICHEVER DURATION IS LONGER.MIRRORS : MIRRORS SHALL BE MOUNTED WITH THE BOTTOM OF EDGE OF THE5. REFLECTING SURFACE NO HIGHER THAN 40 INCHES ABOVE THE FINISH FLOOR.MIRRORS ABOVE LAVATORIES SHALL BE LOCATED NO HIGHER THAN 35 INCHES ABOVE THEFINISH FLOOR.PROVIDE FULL 4' X 8' X THICKNESS OF ADJACENT SHEATHING MOISTURE RESISTANT1. GYPSUM BOARD AT ALL WALLS WITHIN 4'-0" OF THE FRONT AND SIDES OF ALL PLUMBINGFIXTURES. ALL GYPSUM BOARD WORK TO CONFORM TO THE LATEST PUBLISHED U.S. GYPSUM2. STANDARD SPECIFICATIONS. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD FINISHESARE TO BE LEVEL TO3. STANDARDS TO ACCEPT APPLIED FINISHES OR LEVEL 4 FINISH, PUBLISHED BY U.S. GYPSUMSTANDARD SPECIFICATIONS, WHICHEVER IS MOST STRINGENT. CONTROL JOINTS IN GYPSUMBOARD ARE REQUIRED AT MAXIMUM 30'-0" ON CENTER4. AND ARE TO BE CENTERED EACH WAY WITHIN A WALL. CONTRACTOR TO LAYOUT ANDREQUEST ARCHITECT REVIEW PRIOR TO INSTALLATION. CONTROL JOINTS ARE TO BE PRIMEDAND PAINTED TO MATCH ADJACENT SURFACES.ALL ELECTRICAL, CONDUIT, MECHANICAL, PIPING, AND OTHER MISCELLANEOUS ITEMS1. ARE TO BE PAINTED TO MATCH ADJACENT SURFACES. ALL GYPSUM BOARD IS TO BEPRIMED WITH ONE COAT PRIMER / SEALER AND TWO2.COATS LATEX ENAMEL APPLIED AT A MINIMUM DRY-FILM THICKNESS REQUIRED BY THEMANUFACTURER. SUBMIT SAMPLES OF EACH FINISH, COLOR AND GLOSS TO ARCHITECT, FOR3. APPROVAL. EXTERIOR HOLLOW METAL DOOR AND FRAMES SHALL BE PAINTED ON BOTHTHE4. EXTERIOR AND INTERIOR SIDES TO MATCH ADJACENT SURFACES. (UNLESS NOTEDOTHERWISE)1.REFER TO INTERIORS SHEETS FOR ALL FLOORING INFORMATION.UNLESS NOTED OTHERWISE, ALL WOOD DOORS SHALL BE IN CONFORMANCE WITH1. THE ARCHITECTURAL WOODWORK STANDARDS (AWS), 1ST EDITION, AS SUPPLEMENTED BYTHE WOODWORK INSTITUTE (WI) SUPPLEMENTAL TEXT (WI SERVICES AND QUALITY CONTROLOPTIONS, OCTOBER 1, 2009). ALL WOOD DOORS ARE TO BE PREMIUM GRADE, HEAVY DUTYPERFORMANCE.2. UNLESS NOTED OTHERWISE, WOOD DOOR SURFACES SCHEDULE SHALL BE:3. EXPOSED SURFACES - HIGH PRESSURE PLASTIC LAMINATE SEMI-EXPOSED - HIGH PRESSUREPLASTIC LAMINATE. CONCEALED HIGH PRESSURE PLASTIC LAMINATE.EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH THE USE OF A KEY OR ANY1. SPECIAL KNOWLEDGE OR EFFORT. KEY LOCKING HARDWARE MAY BE USED ON THEMAIN ENTRANCE IN THERE IS A READILY VISIBLE DURABLE SIGN ON OR ADJACENT THE DOORSTATING "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED". DOOROPERATING DEVICES SHALL BE LEVER OPERATED, PUSH-TYPE OR U-SHAPED2. HANDLES. THE BOTTOM 12" OF ALL DOORS SHALL BE PROVIDED WITH A SMOOTHSURFACE TO3. ALLOW THE DOOR TO BE OPENED WITH A WHEELCHAIR FOOTREST. DOORWAYS SHALLHAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE4. DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THEOPPOSITE STOP. MANEUVERING CLEARANCES AT DOORS, MINIMUM MANEUVERINGCLEARANCES AT 5. DOORS THAT ARE NOT AUTOMATIC OR POWER ASSISTED SHALL BE AS SHOWN. THEFLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.UNLESS NOTED OTHERWISE DOOR CLEARANCES SHALL BE PER ADA AND SDI6. STANDARDS. FOR RATED DOORS, DOOR CLEARANCES SHALL BE PER NFPA 80.1.EXISTING FIRE ALARM SYSTEM TO REMAIN AND BE PROTECTED.ALL DEMOLITION IS AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION TO OCCUR. THE1. CONTRACTOR IS TO PROVIDE AND COORDINATE DEMOLITION AND REPAIR AS NEEDED TOACHIEVE THE INDICATED NEW CONSTRUCTION RESULTS. THE FULL EXTENT OF THE DEMOLITIONSHALL BE AS REQUIRED TO COMPLETE AND ACCOMMODATE THE NEW CONSTRUCTION. THEGENERAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ACTUAL DEMOLITION2. AND REPAIR EXTENT AND PROVIDE THE MEANS AND METHODS REQUIRED TO PROPERLYDEMOLISH AND COMPLETE THE NEW CONSTRUCTION. FAILURE OF THE CONTRACTOR TO FIELDVERIFY SHALL NOT RELIEVE THE CONTRACTOR OF ANY REQUIREMENTS TO THE NEWCONSTRUCTION WORK. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION AND REMOVALWITH THE3. OWNER PRIOR TO THE START OF ANY WORK. CAP AND PLUG EXISTING UTILITIES ASREQUIRED.4. ALL MATERIALS WHICH ARE NOT RELOCATED OR RE-USED SHALL BE TURNED OVER TO THE5. OWNER AT THEIR DISCRETION OR REMOVED FROM THE SITE (WITH THE OWNERS APPROVAL)AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OFALL EXISTING FINISHES, FLOOR6. COVERINGS, WALL COVERINGS, PAINT, CONCRETE, GRINDING, CORING, CUTTING, ETC.1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THATARE REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THECOMMENCEMENT OF ANY WORK, AND SHALL BE REQUIRED TO CONTACT THE PROPERAUTHORITIES HAVING JURISDICTION.2.THE CONTRACTOR SHALL CAREFULLY READ, STUDY, AND UNDERSTAND ALL PLANS ANDSPECIFICATIONS FOR TRADES. COORDINATION BETWEEN TRADES WILL BE NECESSARY ANDTHE RESPONSIBILITY OF THE CONTRACTOR. ANY QUESTIONS THAT ARISE SHALL BECLARIFIED BY THE ARCHITECT PRIOR TO CONSTRUCTION.3.CONTRACTOR WILL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS,ETC., AT THE SITE AND WILL COORDINATE WORK PERFORMED BY ALL TRADES, PRIOR TOPROCEEDING WITH ALL WORK.4.DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DISCREPANCIES ARE TO BECLARIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.5.CONTRACTOR WILL NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES,OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGSAND/OR SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES,UNLESS OTHERWISE DIRECTED, THE MOST STRINGENT REQUIREMENTS WILL GOVERN.6.THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THECONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS,DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKETHESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT.7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECTFOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW.COORDINATE WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, ANDSTRUCTURAL NOTES.8. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLECODES INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE, AND ALLAMENDMENTS ENFORCED BY THE AUTHORITIES HAVING JURISDICTION.9. IN NO EVENT SHALL THE CONTRACTOR SUBSTITUTE AN "INDUSTRY STANDARD"CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS. THE CONTRACTORSHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THEARCHITECT ORDERS, BEFORE APPROVAL OF THAT CONSTRUCTION WILL BE GRANTED. NOTESAND DETAILS ON THE DRAWINGS WILL TAKE PRECEDENCE OVER GENERAL NOTES ANDTYPICAL DETAILS.10. PROVIDE A CONTINUOUS BEAD OF ELASTOMERIC SEALANT OR APPROPRIATE CAULKINGMATERIAL AT ALL BETWEEN SIMILAR AND DISSIMILAR MATERIALS.11. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, PANELLOCATIONS, WIRING DIAGRAMS, AND FIXTURE LOCATIONS. COORDINATE ANY RELATEDWORK WITH GENERAL ELECTRICAL NOTES AND ELECTRICAL FIXTURE SCHEDULES.12. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT, DUCT WORK,MECHANICAL PIPING, AND EXHAUST. COORDINATE ANY RELATED WORK WITH GENERALMECHANICAL NOTES, SCHEDULES, AND DETAILS.13. REFER TO PLUMBING DRAWINGS FOR ALL PLUMING EQUIPMENT, FIXTURES, ANDRELATED PIPING. I.E.: STORM SEWER, SANITARY SEWER, AND DOMESTIC WATER SUPPLY.COORDINATE ANY RELATED WORK WITH GENERAL PLUMBING NOTES, SCHEDULES, ANDDETAILS.14. CONTRACTOR AND ALL SUBCONTRACTORS WILL PERFORM THEIR TRADES AND DUTIESIN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THEINTERNATIONAL BUILDING CODE (CODE ADOPTED AT TIME OF ISSUANCE OF PERMIT, (ORLATEST ACCEPTED CODE ADOPTED BY THE AUTHORITIES HAVING JURISDICTION). THECONTRACTOR WILL COORDINATE ALL REQUIRED INSPECTIONS, INCLUDING INSPECTIONS BYTHE OWNER, ARCHITECT (S) AND ENGINEERS AND WILL NOT PROCEED WITH WORK UNTILTHE REQUIRED INSPECTIONS HAVE BEEN COMPLETED.15. ANY SPECIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE BUILDINGCODE ARE NOT THE RESPONSIBILITY OF THE ARCHITECT.16. CONTRACTOR WILL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN ANDADJACENT TO THE PROJECT SITE.17. DURING CONSTRUCTION OPEN EXCAVATIONS AND TRENCHES WILL BE SUPPORTED ANDBARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY STANDARDS.18. TEMPORARY BRACING WILL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OFALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND, LATERAL, LIVEAND DEAD LOADS. SUCH BRACING WILL BE LEFT IN PLACE AS LONG AS MAY BE REQUIREDFOR SAFETY, OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETE.19. PROVIDE AN OBVIOUS SHUT-OFF VALVE IN READILY ACCESSIBLE LOCATION FOR ALLPLUMBING WATER AS REQUIRED, COORDINATE WITH PLUMBING. ANY AND ALL VALVES ARENOT TO BE CONCEALED IN ANY CONSTRUCTION WITHOUT ACCESS PANELS. PROVIDEBACKFLOW PREVENTION DEVICES AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION.20.ACCESS PANELS ARE NOT TO BE LOCATED IN GYPSUM BOARD AREAS, AND ACCESSPANELS LOCATED IN WALLS ARE TO BE COORDINATED WITH THE RESPECTIVE WALL FINISHESAND ARE TO BE WHOLLY CONTAINED WITHIN THE ONE WALL FINISH AND BE PRE-FINISHEDTO MATCH ADJACENT WALL FINISH.21.UNLESS NOTED OTHERWISE, FINISH GRADE TO SLOPE AWAY FROM STRUCTURE 5%MINIMUM WITHIN THE FIRST 10' AND 2% THERE AFTER. COORDINATE ACTUAL GRADING WITHCIVIL.22.ALL DIMENSIONS ARE TO FACE OF STUD (FOS) OR TO FACE OF FOUNDATION WALL(FOFNDN) OR TO FACE OF FINISH (FOF), UNLESS NOTED OTHERWISE.23. ALL WOOD IN CONTACT WITH CONCRETE, SHALL BE TREATED, ALL WOOD AT GRADEOR BELOW GRADE SHALL BE TREATED.24.COORDINATE WITH FRAMING PLANS FOR LOCATIONS OF COLUMNS, BEAMS, MOMENTFRAMES, ETC. PROVIDE ADDITIONAL FURRING OR FRAMING TO ALLOW FOR INSTALLATION OFNEW MATERIALS, ELEMENTS AND SYSTEMS.25. VISITS TO THE JOB SITE BY THE ARCHITECT OR HIS CONSULTANTS DO NOTCONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE GENERAL CONTRACTOR OR HISSUBCONTRACTORS. ANY SUCH VISITS ARE SOLELY FOR THE PURPOSE OF OBSERVING THEWORK BEING PERFORMED.26. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL PLUMBING FIXTURES UP TO 4'-0"FOR FULL LENGTH OF WALL WHICH PLUMBING FIXTURES ARE LOCATED, COORDINATE WITHPLUMBING.27. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR THE COORDINATION OF WORK ANDFOR THE WORK PERFORMED BY THE SUBCONTRACTORS.28. MAINTAIN THE INTEGRITY OF ALL EXISTING BUILDING SYSTEMS, ASSEMBLIES, ANDRATINGS. REPAIR ANY DAMAGE DONE TO SURROUNDING AREAS DURING CONSTRUCTION.29. ALL EXISTING CONDITIONS ARE NOT INDICATED ON THE DRAWINGS. CONTRACTORSHALL CAREFULLY EXAMINE THE EXISTING INSTALLATION AND ALL PROJECT DRAWINGS TOBECOME FAMILIAR WITH THE SCOPE OF WORK. NO ADDITIONAL CHARGES WILL BE ALLOWEDDUE TO THE LACK OF PRE-BID SITE EXAMINATION. PROVIDE NOTIFICATION TO THEARCHITECT AND OWNER OF ANY WORK WHICH NEEDS FURTHER CLARIFICATION OR MAYRESULT IN CHANGE TO THE PROPOSED WORK PRIOR TO COMMENCING CONSTRUCTION.30. STORAGE OF COMBUSTIBLE RUBBISH CONTAINERS SHALL NOT BE CLOSER THAN 5FEET OF COMBUSTIBLE CONSTRUCTION WALLS, ROOF OVERHANGS, WINDOWS, VENTOPENINGS AND UTILITIES.31. TYPICAL OR 'TYP' SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FORSIMILAR CONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE.32. CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN AND FREE OF DEBRISTHROUGHOUT THE CONSTRUCTION PROCESS.33.LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES AND USE ANDCLEARANCE OF AVAILABLE ELEVATORS SHALL BE PROVIDED AND COORDINATED WITH THEOWNER.34.WORK AREAS SHALL REMAIN SECURE DURING CONSTRUCTION. THE CONTRACTORSHALL PROVIDE, WHERE NECESSARY, TEMPORARY LOCKABLE DOORS TO PROVIDE THETENANT CONSTANT ACCESS TO SPACES NOT UNDER CONSTRUCTION. CONTRACTOR SHALLPROVIDE TENANT WITH KEYS FOR TEMPORARY DOORS, IF REQUESTED.35.SIMILAR OR 'SIM' MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONSNOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.36.THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TOCOMMENCING CONSTRUCTION.37. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS AND SPECIFICATIONS. ALL MATERIALS STORED ON SITE SHALL BEPROTECTED FROM WEATHER AND DETERIORATION. FAILURE TO PROTECT MATERIALS WILL BECAUSE FOR REJECTION OF WORK.38.IN THE CASE OF CONFLICT BETWEEN NOTES ON DRAWINGS, INCLUDING ALL NOTES ONTHIS SHEET, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. REQUEST CLARIFICATIONFROM THE ARCHITECT IN ALL SUCH CASES.39.THE CONTRACTOR SHALL CLEAN ALL SPACES INCLUDING BUT NOT LIMITED TOWINDOWS, WINDOW COVERINGS, FLOORS, WALL, CASEWORK, AND OTHER SURFACESIMMEDIATELY PRIOR TO OWNER OCCUPANCY.40.ALL STEEL, INCLUDING ANCHORAGE, IN CONTACT WITH OR BELOW GRADE SHALL BEPAINTED WITH AND COATED TO 6O MILS. WITH MASTIC, AND SHALL BE FINISH PAINTABLEABOVE GRADE.41.CONTRACTOR IS RESPONSIBLE FOR ALL SAWCUTTING, CORING, AND WELDING ASREQUIRED, AND MAKE ALL ASSOCIATED REPAIRS, TO ALLOW FOR NEW CONSTRUCTION.42.CONTRACTOR IS TO PROVIDE SOLID AND CONTINUOUS BACKING OF SAME MATERIAL,SIZE, TYPE, THICKNESS, SHAPE, GAUGE AS WALL CONSTRUCTION AT A MINIMUM OF 1/4POINTS OF HEIGHT FOR ALL ELEMENTS IN CONTACT WITH WALLS.43. A CLEAR, UNOBSTRUCTED AND OBVIOUS EXIT PATH SHALL BE MAINTAINED AT ALLTIMES. FIRE PATH SHALL BE MAINTAINED. WORK SHALL OCCUR ONLY DURING HOURSAUTHORIZED IN ADVANCE BY OWNER.44.CONTRACTOR SHALL MAINTAIN EXITING DURING BUILDING HOURS OF OPERATION.45.NO SUBSTITUTIONS ALLOWED WITHOUT ARCHITECTS APPROVAL.46.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THE CONTRACTORSHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.SITE NOTES1.REPLACE BROKEN OR DAMAGED SIDE WALKS AND CURBS.2.CONFIRM CONCRETE RAMPS ARE AT AN ADA ACCEPTABLE GRADE AND ARE UP TOREQUIREMENTS PER APPLICABLE CODE.3.REPAINT DUMPSTER ENCLOSURE AS NEEDED (CONFIRM WITH OWNER) SW#2808ROOKWOOD DARK BROWN.4.PAINT/REPAINT ALL BOLLARDS RED. REINSTALL ALL BOLLARDS THAT ARE NOT LEVEL/PLUMB.5.CONFIRM PARKING LOT IS UP TO CODE PER APPLICABLE IBC.6.THE CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES AND CONTROL DUSTRESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOT TRACK MUD ON THEPUBLIC STREETS.7.THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES AND SHALL NOT DAMAGE ORDISTURB ANY SERVICE. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGEUTILITIES CAUSED BY HIS CONSTRUCTION OPERATIONS.8.THE CONTRACTOR SHALL COORDINATE AND STAGE ALL WORK.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL TRASH ANDBUILDING MATERIALS. ALL WASTE MATERIAL GENERATED BY CONSTRUCTION OR DEMOLITIONACTIVITIES SHALL BE HAULED OFF TO A LEGAL DUMP SITE AND DEPOSITED AT THECONTRACTOR'S EXPENSE. THE HAUL ROUTE SHALL BE MAINTAINED FREE OF DEBRIS, MUD, ROCKAND TRASH AT ALL TIMES.10.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN SHALL BE REPLACED AT THECONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.11.THE ENTIRETY OF THE SITE SHALL REMAIN AND BE PROTECTED U.N.O.FINISH NOTES1.REFER TO INTERIORS SHEETS FOR ALL FINISH INFORMATION. 12" MIN60" DIAMETER SPACET-SHAPED SPACE)25ƒ7851612" MINCLEAR FLOOR SPACEFORWARD APPROACHPARALLEL APPROACHCLEAR FLOOR SPACE IN ALCOVESUNOBSTRUCTED FORWARD REACHOBSTRUCTED HIGH FORWARD REACHOBSTRUCTED HIGH SIDE REACH10" MAXCLEAR WIDTH AT TURN1/4" MAX1/4" TO 1/2"1 2VERTICALBEVELEDSIGN OROBSTRUCTIONLIMITS OF PROTRUDING OBJECTSSIGN OROBSTRUCTIONMULTIPLEPOST MOUNTED PROTRUDING OBJECTSPROTECT SHADED AREAFROM CROSS-TRAFFICCANE DETECTION AREAREDUCED VERTICAL CLEARANCEWALL ON POST MOUNTED OBJECTSCORRIDOR OR OTHERCIRCULATION SPACEWING WALLS DOWN TOFLOORADDITIONAL PROTECTION NOTREQUIRED BETWEEN WING WALLSPROTRUDING OBJECTS HANGING ON WALL WITHLEADING EDGES ABOVE 27"EXAMPLE OF PROTECTION AROUND WALL-MOUNTED OBJECTS AND MEASUREMENTS OF CLEAR WIDTHS4" MAX36" MIN CLEARCONT. PASSAGE32" MIN CLEARPOINT PASSAGEMINIMUM CLEARANCES FOR SEATING AND TABLESMULTIPLE ADJACENT SQ. AREASPACE REQUIREMENTS FOR WHEELCHAIR SEATING SPACESSIDE ACCESSFOOD SERVICE LINESTABLEWARE AREASSPECIALTY CLEARANCES9" MIN ADJUSTABLE RANGESHELVES CLOSETSTRUNCATED DOME SURFACE, RAMP OPPOSINGCOLOR PER LOCAL REQUIREMENTSIF X IS LESS THAN 48 IN.,THEN THE SLOPE OF THEFLARED SIDE SHALL NOTEXCEED 1 : 10 (+/- 1/16:12).X = 36" MIN.PLANTING OR OTHERNON-WALKING SURFACEFLAREDSIDEFLARED SIDESRETURNED CURB110HANDRAIL2"GRAB BAR114"-112"RADIUSRADIUSVERTICALRISERBEVELEDNOSINGCURVEDNOSING11" MIN1/2" MAX112" MAX112" MAXPLANELEVATION OFCENTER HANDRAILUP12" MINEXTENSION ATBOTTOM OF RUNEXTENSION ATTOP OF RUNNOTE: X IS THE 12" MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER.AT THE BOTTOM OF A STAIR FLIGHT THE HANDRAIL SHALL EXTEND AT THE SLOPE OFTHE STAIR FLIGHT FOR ONE HORIZONTAL TREAD DEPTH BEYOND THE TREAD NOSING(A).303. CHANGES IN LEVEL304. WHEELCHAIR TURNING SPACE305. CLEAR FLOOR OR GROUND SPACE306. KNEE CLEARANCE308. REACH RANGES403. ACCESSIBLE ROUTES404. DOORS AND DOORWAYS404. DOORS AND DOORWAYS406. CURB ANGLES504.5 STAIR NOSINGS505. HANDRAILS802. AUDITORIUM AND ASSEMBLY AREASGRATING ORIENTATION1/2" MAXCARPET PILE THICKNESSLONG DIMENSION PERPENDICULAR TOROUTE OF TRAVELPREDOMINANT DIRECTION OF TRAFFICGRATINGS1/2" MAXMAX SLOPE 1:48MAX SLOPE 1:48TEXT /SYMBOLSINGLE307. PROTRUDING OBJECTSPROVIDE CLEAR FLOORSPACESUNOBSTRUCTED HIGH SIDE REACH10" MAXSX < 48NOTE: ALL DOORS IN ALCOVES SHALL COMPLYWITHTHE CLEARANCES FOR FRONT APPROACHES.LATCH SIDE APPROACH -SLIDING DOORSAND FOLDING DOORSNOTE: Y = 48" MINIMUM IF DOOR HAS CLOSER.PUSH SIDENOTE: Y = 48" MINIMUM IF DOOR HAS BOTH ALATCH AND CLOSER.FRONT APPROACH - SLIDING DOORSAND FOLDING DOORSSLIDE SIDE APPROACH -SLIDING DOORSAND FOLDING DOORSLATCH SIDE APPROACHES - SWINGING DOORSNOTE: Y = 54" MINIMUM IF DOOR HAS CLOSER.PULL SIDENOTE: X = 36" MINIMUM IF Y = 60"; X = 42"MINIMUM IF Y = 54".PULL SIDEX24" MINHINGE SIDE APPROACHES - SWINGING DOORSX24" MINFRONT APPROACHES - SWINGING DOORS24" MINPUSH SIDEMAXIMUM DOORWAY DEPTHHINGED DOORNOTE: X = 12" IF DOOR HAS BOTH ACLOSER AND A LATCH.CLEAR DOORWAY WIDTH AND DEPTHPULL SIDEFOLDING DOORSLIDING DOORDETAILPUSH SIDEFIG 27TWO HINGED DOORS IN SERIESLOCKS, LATCHES, PULLS,EXIT DEVICE36"M IN 4" MIN7" MAXFRONT/REAR ACCESSDOOR HARDWAREMOUNTING HEIGHT36"M IN(b)(b)(a)(a)(c)(d)60" MIN36" MIN60" MIN36" MINTOE CLR. 25"KNEE CLR. 8"15" MAX60" MIN.30"24" MAX36" MIN.48"48"30"30"48"48"30"30"25" MAX30"30"48"36"25"MAX25"MAX36"30"80" MIN> 27" 80" MIN > 12"4"MAX4"MAX48" - 60"80"27" 48" MAX 15" MIN 20" MAX48" MAX 44" MAX 20"-25"48"30" 48" MAX 15"30"24"34" MAX 48"36" MIN34" MAX 48" MAX21" MAX48" MAX 48" MAX 21" MAX36"MIN32" MIN36" MIN32" MIN48"MIN24" MAX 24" MAX 60" MIN48" MIN42" MINX42" MIN32" MIN36" MIN12" MIN.32" MIN32" MIN32" MIN>24" MAX 60"18"48"XY Y 42" MIN 54" MIN42" MIN 42" MIN 54" MIN48" MIN Y 42" MIN Y 48" MIN 48" MIN48" MIN48" MAX 34" MINXXƒ ƒ 112"112"X Y Y XA X34"-38" 34"-38" 48" MIN 33" MIN33" MIN48" MIN 36" MIN60" MIN 36" MINADRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIANSCALE:NOT TO SCALEACCESSIBILITY DETAILSG1.4 39"-41"18" MIN.39"-41"PROPORTIONS INTERNATIONALSYMBOL OF ACCESSIBILITYINTERNATIONAL TTY SYMBOLINTERNATIONAL SYMBOL OFACCESS FOR HEARING LOSSINTERNATIONAL SYMBOLSELEVATIONSECTIONCURBWALLVERTICAL GUARD RAILRAILING WITHEXTENDED FLOOR OR GROUND SURFACEEXAMPLES OF EDGE PROTECTION AND HANDRAIL EXTENSIONS12" MIN12" MIN4" MIN12" MINNOTE: EQUIPMENT PERMITTEDIN SHADED AREASPOUT HEIGHTAND KNEE CLEARANCECLEAR FLOOR SPACENOT TOEXCEEDFOUNTAINDEPTHFREE-STANDINGFOUNTAIN OR COOLERBUILT-INFOUNTAIN OR COOLERFIG 9DRINKING FOUNTAINS AND WATER COOLERS15" MIN9" MIN8" MIN6" MAXMAX HEIGHT IS 42"EXCEPT AT ACCESSIBLEFOUNTAINLIGHTSWITCHAND/ORFIRE PULLELECT.OUTLETFIRE EXTINGUISHER CABINETINSULATE DRAIN &SUPPLY LINESTOECLEARANCEKNEECLEARANCELAVATORY CLEARANCES9" MIN X = 34" MAX, EXCEPT AT MEDICINECABINET WHERE X = 32" MAX6" MAX8" MINCLEAR FLOOR SPACECLEAR FLOOR SPACE AT LAVATORIES19" MAXFOR CHILDREN'S URINALS, X = 16" MAX AND Y = 44". FOR HCURINALS, X = 17" MAX AND Y = 44". ALL OTHER URINALS, X = 24"AND Y = 48" MAX.HC URINALS ARE DISCRETIONARY IF SUFFICIENT WATER CLOSETSARE PROVIDED TO SATISFY CODE REQUIREMENTS.CLEARFLOORSPACEREQUIRED CLEAR FLOOR SPACE AT WATER CLOSETS16"-18"BACK WALLSIDE WALLGRAB BARS AT WATER CLOSETS24" MINALTERNATE DOOR LOCATIONCLEARFLOORSPACE42" MIN LATCH APPROACH ONLY,OTHER APPROACHES 48" MINSTANDARD WHEELCHAIR STALLDOOR SWING OUTSTANDARD WHEELCHAIR STALLDOOR SWING IN (END OF ROW)4" MAX 4" MAX6" MAX 12" MAXW/ WALL MOUNTED W.C.W/ FLR. MOUNTED W.C.W/ WALLMOUNTED W.C.W/ FLR.MOUNTED W.C.ALTERNATE AMBULATORY STALLSSIDE WALLSREAR WALL OF STANDARD STALL12" MAX12" MAX12" MAX17"-19"ACCESSORY AND EQUIPMENTSANITARY NAPKINDISPOSAL UNITTOILET TISSUE DISPENSERSANITARY NAPKINDISPENSERPAPER TOWEL DISPENSERELEC. HAND DRYERHEIGHT OF HIGHESTOPERABLE PARTVARIOUS SHOWER HEADSSHOWERCONTROLSBABY CHANGING STATION405. RAMPS602. DRINKING FOUNTAINS604. TOILETS AND TOILET COMPARTMENTS604.7 ACCESSORIES AND EQUIPMENT605. URINALS606. LAVATORIES AND SINKS702. ALARMS703. SIGNS-TACTILE AND VISUAL30" MAX. RISELANDING1:12 MAX RISELANDING SLOPE1:48 MAX TYP.CROSS SLOPE 1:48 MAXXX-PROVIDE 36" LENGTH FORSIDE TRANSFER TOILETSGRAB BARURINAL SCREENS OPTIONALCEILINGFLOORCEILING MOUNTED ALARM DEVICESCEILING HT. >30 FT.WALL MOUNTED ALARM DEVICESCEILING VISUAL ALARMDEVICESMOKE DETECTOR ORCOMBINATIONVISUAL/SMOKEVOLUME CONTROLLED TELEPHONEBASELINE OFCHARACTERSSINGLE DOORDOUBLE DOORRAMP RUNX60"MIN 60"MIN30' MAX60"MIN34"-38" < 27"36" MIN34"-38"34"-38"36" MIN36" MIN36" MIN4"5"MAX.27" MIN 36" MAX 36" MIN 48" MIN24" MAX5"MAX15"MIN.3-1/2"MAX24" 48" MIN 24"30" MIN48" MIN 24"24"30" MIN42" MIN56" MIN WALL HUNG 60" MIN36" MIN33"-36"54" MIN12"42" MIN33"-36" 17"-19"32" MIN32" MIN 16"-18"54" MIN56"59"42" MIN36" MIN 60" MIN 36" MIN16"-18" 60" MIN56"59"36" MIN33"-36"42" MIN36" MIN.54" MIN60" MIN42" MIN32" MIN 33"-36"42" MIN69" B.O. SHOWER HEAD 48" MAX. 48" 48" MAX 15" MIN7"-9"1-1/2"36" MAX35"20" 27" 60"MAX 48" 15"30"CLEAR MIN.Y X DEPTH17" MIN80" 38" 27" MIN 29" MIN X 17" MIN48" MIN30" MIN 4" 96" 30 FT. MAX9"40"MIN-48"MAX 9"40"MIN-48"MAX 39" - 41" 18" MIN.39" - 41"17"-19"17"-19"12" MINDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIANSCALE:NOT TO SCALEACCESSIBILITY DETAILSG1.5 DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN LIFE SAFETY & EXITING LEGENDSQUARE FOOTAGEOCCUPANT LOADLOAD FACTOR, PER OCCUPANTACCUMULATEDOCCUPANT LOADOCCUPANT LOAD ATDOORCOMMON PATH OFTRAVELEXIT ACCESS DISTANCESCALE:1/4" = 1'-0"LIFE SAFETY & EXITING PLANXXXXXXXXXXXXXXXG1.6172151213812007XXXLONGEST PATH OF TRAVEL TO AN EXIT:REQUIRED: <200'-0"PROVIDED: 65'-6"EXIT EGRESSX2.11929X STSX DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.ALL DEMOLITION IS AS REQUIRED TO ALLOW FOR NEWCONSTRUCTION TO OCCUR. THE CONTRACTOR IS TOPROVIDE AND COORDINATE DEMOLITION AND REPAIR ASNEEDED TO ACHIEVE THE INDICATED NEWCONSTRUCTION RESULTS. THE FULL EXTENT OF THEDEMOLITION SHALL BE AS REQUIRED TO COMPLETE ANDACCOMMODATE THE NEW CONSTRUCTION.2.THE GENERAL CONTRACTOR SHALL VISIT THE SITE TODETERMINE ACTUAL DEMOLITION AND REPAIR EXTENTAND PROVIDE THE MEANS AND METHODS REQUIRED TOPROPERLY DEMOLISH AND COMPLETE THE NEWCONSTRUCTION. FAILURE OF THE CONTRACTOR TOFIELD VERIFY SHALL NOT RELIEVE THE CONTRACTOR OFANY REQUIREMENTS TO THE NEW CONSTRUCTION.3.THE CONTRACTOR SHALL COORDINATE ALL DEMOLITIONAND REMOVAL WITH THE OWNER PRIOR TO THE STARTOF ANY WORK.4.CAP, PLUG, BURY AND CONCEAL EXISTING UTILITIES ASREQUIRED.5.ALL MATERIALS WHICH ARE NOT RELOCATED ORRE-USED SHALL BE TURNED OVER TO THE OWNER ATTHEIR DISCRETION OR REMOVED FROM THE SITE (WITHTHE OWNERS APPROVAL) AT NO ADDITIONAL COST TOTHE OWNER.6.THE CONTRACTOR SHALL COORDINATE THE REMOVAL OFALL EXISTING FINISHES, FLOOR COVERINGS, WALLCOVERINGS, PAINT, CONCRETE, GRINDING, CORING,CUTTING, ETC. REMOVE AS REQUIRED FOR THEINSTALLATION OF THE NEW FINISHES.7.EXISTING SOFFITS AND HARD CEILINGS TO REMAIN,PATCH AND REPAINT. SEE INTERIOR DRAWINGS.8.ALL DOORS AND WINDOWS TO REMAIN AND BEPROTECTED.9.THE CONTRACTOR SHALL REMOVE ALL CEILINGELECTRICAL AND MECHANICAL FIXTURES AND PREPDUCTING AND ELECTRICAL WIRING FOR NEW FIXTURES.ALL OTHER FIXTURES LOCATED ON CEILING SHALL BEREINSTALLED IN NEW CEILING PANELS.GENERAL SHEET NOTESSCALE:1/4" = 1'-0"DEMOLITION FLOOR PLANAD1.1TYP.2.132.132.42.92.62.72.82.102.62.72.22.132.52.12.13TYP.2.172.62.7TYP.2.132.132.22.42.42.42.42.42.42.42.42.1TYP.TYP.TYP.2.13TYP. 1270DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.ALL DEMOLITION IS AS REQUIRED TO ALLOW FOR NEWCONSTRUCTION TO OCCUR. THE CONTRACTOR IS TOPROVIDE AND COORDINATE DEMOLITION AND REPAIR ASNEEDED TO ACHIEVE THE INDICATED NEWCONSTRUCTION RESULTS. THE FULL EXTENT OF THEDEMOLITION SHALL BE AS REQUIRED TO COMPLETE ANDACCOMMODATE THE NEW CONSTRUCTION.2.THE GENERAL CONTRACTOR SHALL VISIT THE SITE TODETERMINE ACTUAL DEMOLITION AND REPAIR EXTENTAND PROVIDE THE MEANS AND METHODS REQUIRED TOPROPERLY DEMOLISH AND COMPLETE THE NEWCONSTRUCTION. FAILURE OF THE CONTRACTOR TOFIELD VERIFY SHALL NOT RELIEVE THE CONTRACTOR OFANY REQUIREMENTS TO THE NEW CONSTRUCTION.3.THE CONTRACTOR SHALL COORDINATE ALL DEMOLITIONAND REMOVAL WITH THE OWNER PRIOR TO THE STARTOF ANY WORK.4.CAP, PLUG, BURY AND CONCEAL EXISTING UTILITIES ASREQUIRED.5.ALL MATERIALS WHICH ARE NOT RELOCATED ORRE-USED SHALL BE TURNED OVER TO THE OWNER ATTHEIR DISCRETION OR REMOVED FROM THE SITE (WITHTHE OWNERS APPROVAL) AT NO ADDITIONAL COST TOTHE OWNER.6.THE CONTRACTOR SHALL COORDINATE THE REMOVAL OFALL EXISTING FINISHES, FLOOR COVERINGS, WALLCOVERINGS, PAINT, CONCRETE, GRINDING, CORING,CUTTING, ETC. REMOVE AS REQUIRED FOR THEINSTALLATION OF THE NEW FINISHES.7.EXISTING SOFFITS AND HARD CEILINGS TO REMAIN,PATCH AND REPAINT. SEE INTERIOR DRAWINGS.8.ALL DOORS AND WINDOWS TO REMAIN AND BEPROTECTED.GENERAL SHEET NOTESAD2.12.122.13TYP.2.22.122.13TYP.2.122.13TYP.2.132.13TYP.2.152.13TYP.2.13SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - NORTH1SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - SOUTH2SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - WEST3SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - EAST42.19TYP.2.152.22.13TYP.2.122.122.32.3 DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.), UNLESSNOTED OTHERWISE.2.ALL DOOR FRAMES AND DOOR/WINDOW ASSEMBLIESARE TO BE LOCATED 0'-4" FROM FACE OF ADJACENTWALL, UNLESS NOTED OTHERWISE.3.CONTRACTOR TO ASSESS AND REVIEW ALL CONDITIONSAND REPORT ANY DISCREPANCIES TO THE ARCHITECTPRIOR TO COMMENCING WORK.4.CONTRACTOR TO PROVIDE ALL NECESSARYPREPARATIONS AND REMEDIATION TO RECEIVE NEWWORK AND FINISHES.5.ALL SIGNAGE IS TO BE COORDINATED WITH OWNER6.ALL EXISTING WINDOWS & DOORS TO REMAIN. ALLDOORS, WINDOWS AND EXTERIOR BUILDING WALLSSHALL BE WASHED AND EXISTING WINDOW AND DOORFRAMES TO BE SELECTIVELY RE-PAINTED. REMOVE ALLGRAFFITI FROM BUILDING.7.EXISTING RESTROOM FLOOR DRAINS TO REMAIN.CONTRACTOR TO CLEAN, REPAIR OR REPLACE FLOORDRAIN GRATES TO A LIKE NEW CONDITION.8.PROVIDE MOISTURE RESISTANT BACKER BOARD AT ALLLOCATIONS WHERE CERAMIC WALL TILE IS USED.9.FOR QUEUE LINE RAIL, REFER TO INTERIOR DRAWINGSFOR EXACT DIMENSIONS. G.C. TO VERIFY EXACTDIMENSIONS FOR CORE DRILLING WITH INTERIORDRAWINGS.10.FOR PARTIAL HEIGHT WALL LOCATIONS AND SIZES,REFER TO INTERIOR DRAWINGS.11.FOR FLOOR FINISHES AND SEATING ARRANGEMENTS,REFER TO INTERIOR DRAWINGS.GENERAL SHEET NOTESSCALE:1/4" = 1'-0"FLOOR PLANA1.15.21A5.12A5.112.311.112.212.111.226.11A2.16'-11"13'-2"13'-1"7'-512"2'-2"8'-512"16'-8"4'-1"1'-512"1'-612"3'-912"5'-8"9'-912"8'-7"9'-3"1'-612"6'-11"19'-712"3'-712"12'-2"4'-6" DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.2.ALL DOOR FRAMES AND DOOR/WINDOW ASSEMBLIES ARE TO BE LOCATED 0'-4" FROM FACE OFADJACENT WALL, UNLESS NOTED OTHERWISE.3.CONTRACTOR TO ASSESS AND REVIEW ALL CONDITIONS AND REPORT ANY DISCREPANCIES TOTHE ARCHITECT PRIOR TO COMMENCING WORK.4.CONTRACTOR TO PROVIDE ALL NECESSARY PREPARATIONS AND REMEDIATION TO RECEIVE NEWWORK AND FINISHES.5.ALL SIGNAGE IS TO BE COORDINATED WITH OWNER.6.DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACTDOCUMENTS. REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OFWORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.7.DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFYARCHITECT IMMEDIATELY FOR CLARIFICATION.8.UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OFFRAMING, CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES.9.INTERIOR ITEMS ON BUILDING WALLS, CONDUIT, PIPING, MECHANICAL ELEMENTS, DUCTING,GRILLES, LOUVERS, ACCESS PANELS AND COVERS ARE TO BE PAINTED TO MATCH ADJACENTSURFACES, UNLESS PRE-FINISHED TO MATCH.10.ALL DUCTING, GRILLES, LOUVERS, ACCESS PANELS AND COVERS ARE TO BE WHOLLY LOCATEDWITHIN ONE WALL FINISH AND LOCATIONS ARE TO BE COORDINATED BY THE CONTRACTOR.11.ALL GYPSUM BOARD WORK TO CONFORM TO THE U.S. GYPSUM ASSOCIATION STANDARDSPECIFICATIONS.12.ALL TILE WORK TO CONFORM TO THE TILE COUNCIL OF AMERICA, INCORPORATED HANDBOOK.13.PROVIDE GYPSUM / CEMENT BOARD FINISH LEVELS IN ACCORDANCE WITH PROJECTREQUIREMENTS AND IN COMPLIANCE WITH TYPES OF FINISHES APPLIED TO GYPSUM / CEMENTBOARD.14.ALL JOINTS BETWEEN SIMILAR AND DISSIMILAR MATERIALS ARE TO BE SEALED, WITH CLEARAND PAINTABLE SEALANT OR TINTED SEALANT TO MATCH ADJACENT SURFACES.15.REFER TO ALL DRAWINGS FOR FINISH, LOCATION, TYPE AND INFORMATION.16.ALL JOINTS; GROUT, MORTAR, CONTROL, EXPANSION AND TRIM, FLASHING ARE TO BECENTERED WITHIN THE ROOM AND SPACE AND WALL AND COORDINATED WITH ANY JOINTS,TRIM AND FLASHING ON THE CEILING.17.PROVIDE BLOCKING FOR ACCESSORY MOUNTING AS REQUIRED.18.ALL PIPES UNDER LAVATORY SHALL BE INSULATED, INSULATION TO BE LAV SHIELD 2018.19.REFER TO INTERIORS DRAWINGS FOR FINISHES.GENERAL SHEET NOTESA2.1DESCRIPTION/MANUFACTURERNOTESAVERTICAL GRAB BAR - 18"BOBRICK B-550REFER TO ACCESSIBILITYGUIDELINES ANDMANUFACTURER'SSPECIFICATIONS FOR TYPICALINSTALLATIONBCDEFGGRAB BAR - 36"BOBRICK B-550GRAB BAR - 42"BOBRICK B-550MIRROR - 18"W x 30"H WITHTEMPERED GLASS BOBRICK B-290SOAP DISPENSER - SURFACE MOUNTEDSANITARY NAPKIN RECEPTACLE - SURFACEMOUNTED BOBRICK B-270 (IN WOMEN'S ONLY)TOILET PAPER DISPENSER - SURFACEMOUNTED BOBRICK B-2888HPAPER TOWEL DISPENSER - RECESSEDBOBRICK B-3974;JPARTITION WALL - GLOBAL BRUSHEDSTAINLESSKDIAPER CHANGING STATIONRUBBERMAID 7818-88 (HOR.)/7819-88 (VERT.)DESCRIPTION/MANUFACTURERNOTESZURN Z5665-BWL-AM (FLUSH VALVE)Z5560 (TANK TYPE)FIXTUREWATERCLOSETWITH BATTERY POWEREDZURN ZER6000AV-HET-CPM(FOR FLUSH VALVE TOILETS ONLY)ZURNZ5730URINALZURNZ5344LAVATORYWITH BATTERY POWEREDZURN Z6955-XL-S-CWB-FWITH BATTERY POWEREDZURN ZER6003AV-CPMSCALE:3/4" = 1'-0"ENLARGED RESTROOM PLAN1SCALE:1/2" = 1'-0"MENS RESTROOM ELEVATION1ASCALE:1/2" = 1'-0"MENS RESTROOM ELEVATION1BSCALE:1/2" = 1'-0"MENS RESTROOM ELEVATION1CSCALE:1/2" = 1'-0"MENS RESTROOM ELEVATION1DSCALE:1/2" = 1'-0"WOMENS RESTROOM ELEVATION2ASCALE:1/2" = 1'-0"WOMENS RESTROOM ELEVATION2BSCALE:1/2" = 1'-0"WOMENS RESTROOM ELEVATION2CSCALE:1/2" = 1'-0"WOMENS RESTROOM ELEVATION2DMARKRESTROOM ACCESSORIES SCHEDULEPLUMBING FIXTURE SCHEDULELTOILET SEAT COVER DISPENSER - BOBRICK B-221HHHBBCCGKLKGGAFKK2A2.1DBCA1A2.1DBCALDEKHBJJKJJGACABGHDEBG8.110.110.1HJGJGLJJJ12'-0"7"8'-012"5'-10" 10'-8" 4'-712" DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN GENERAL SHEET NOTES1.UNLESS NOTED OTHERWISE, ALL "LAY-IN" CEILINGS ARETO BE EQUALLY CENTERED EACH WAY WITHIN EACHRESPECTIVE ROOM AND/OR SPACE/2.ALL GYPSUM CEILING, SOFFITS, AND HEADERS ARE TOBE A LEVEL 4 GRADE FINISH.3.CONTRACTOR IS TO COORDINATE ALL WORKINTERFACING WITH ALL CEILING SYSTEMS, INCLUDING(BUT NOT LIMITED TO) ALL MECHANICAL, PLUMBING,ELECTRICAL, FIRE ALARM AND FIRE SPRINKLERSYSTEMS.4.ALL LAY-IN PANEL CEILINGS SHALL COMPLY WITH THECEILINGS AND INTERIOR SYSTEMS CONSTRUCTIONASSOCIATION (CISCA) MANUAL RECOMMENDATIONSAND SHALL BE INSTALLED IN ACCORDANCE WITH THEINTERNATIONAL BUILDING CODE.5.CONTRACTOR IS TO VERIFY SEISMIC DESIGN CATEGORYAND PROVIDE SYSTEM TO COMPLY WITH APPLICABLECATEGORY.6.CONTRACTOR TO COORDINATE AND VERIFY ALLEXISTING BUILDING ELEMENTS AND REPORT TOARCHITECT, ANY CONFLICTS WITH NEW CONSTRUCTIONPRIOR TO COMMENCING CONSTRUCTION.7.REFER TO INTERIORS DRAWINGS FOR ALL DECORATIVELIGHTING LOCATIONS AND DECORATIVE CEILINGTREATMENTS. CONTRACTOR IS TO CONFIRM WITHOWNER IF THESE ITEMS ARE PROVIDED BY OWNER.8.CEILINGS ARE TO REMAIN AT EXISTING HEIGHT U.N.O.9.TIE IN EXTERIOR LIGHT FIXTURES TO NEARESTADJACENT LIGHT FIXTURE.10.ALL FIRE ALARM SYSTEM EQUIPMENT, HORNS, STROBES,CAMERAS, SPEAKERS, TELEVISIONS AND EMERGENCYEXIT LIGHTS SHALL REMAIN AND BE PROTECTED.CONTRACTOR TO VERIFY IN FIELD EXACT LOCATIONS.11.REPLACE ALL HVAC DEVICES WITH SIMILAR KINDWITHIN SCOPE OF WORK, CONTRACTOR TO FIELDVERIFY SIZES AND LOCATIONS.12.REPLACE ALL LIGHTING DEVICES WITH SIMILAR KINDUNLESS SPECIFICALLY SPECIFIED IN LIGHTING FIXTURESCHEDULE, CONTRACTOR TO FIELD VERIFY SIZES ANDLOCATIONS.13.ALL EXISTING SOFFITS AND HARD CEILINGS TO REMAIN,PATCH AND REPAINT, SEE INTERIORS DRAWINGS.14.IF A CEILING FIXTURE IS EXISTING AND NOT SHOWN TOBE REPLACED, CAP DUCTING IN THAT LOCATION.15.REFER TO INTERIOR DRAWINGS FOR SUSPENDEDTRELLIS LOCATION IF PRESENT. COORDINATE LIGHTFIXTURE LOCATION AROUND TRELLIS.SCALE:1/4" = 1'-0'REFLECTED CEILING PLANA3.15.15.25.19.15.126.226.26'-0"3'-0"26.326.2912"26.426.626.54'-0"26.59.29.2LIGHTING FIXTURE SCHEDULESUPPLY DIFFUSER, TAN COLORRETURN LOUVER GRILLE, TAN COLORRECESSED DOWNLIGHT, CREE KR-6 13L 27K SSGCEXTERIOR LIGHT FIXTURE, SUPPLIED WITH AWNINGEXTERIOR LIGHT SCONCE, RAB SLIM 12W,LITHONIA OLLWU-WH (@ 14'-0" AFF)LED TRADITIONAL-STYLE SURFACE MOUNT WRAP,E-CONOLIGHT E-LWT03A, 4000K, WHITE (KITCHEN ONLY)PENDANT LIGHT FIXTURE, SEE INTERIOR DRAWINGSRETURN LOUVER GRILLE, TAN COLOR9.19.15.1912"REPLACE EXISTING 2X4 LAY-INKITCHEN LIGHTS WITH 2X4TROFFER, CREE ZR24 40L 40KLIGHT FIXTURESWALL HUNG LIGHT FIXTURE, CAMDEN 19.5" ANVIL IRON(@ 5'-6" AFF)9.19.19.14'-0"5.16'-0"4'-0"2'-0"912"1A5.12A5.1 3500DRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARYCOMPONENTS OF THE CONTRACT DOCUMENTS. REVIEW ALLDRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPEOF WORK. NOTIFY ARCHITECT IMMEDIATELY FORCLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OROMISSIONS ARE DISCOVERED.2.DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION ISREQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELYFOR CLARIFICATION.3.UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO COLUMNCENTERLINES OR TO FACE OF FRAMING, CLEAR DIMENSIONSINDICATE DIMENSION BETWEEN FINISHES.4. ALL EXPOSED FOUNDATIONS AND FOOTINGS ARE TO BEPAINTED TO MATCH ADJACENT WALL FINISH OR COLOR ASSELECTED BY OWNER. PROVIDE NECESSARY SURFACE TOPROVIDE A SMOOTH CONSISTENT FINISH, AS RECOMMENDEDBY MANUFACTURER FOR PARTICULAR APPLICATION.5.ALL JOINTS BETWEEN SIMILAR AND DISSIMILAR MATERIALSARE TO BE SEALED, WITH CLEAR AND PAINTABLE SEALANT ORTINTED SEALANT TO MATCH ADJACENT SURFACES.6.REFER TO ALL DRAWINGS FOR FINISH, LOCATION, TYPE ANDINFORMATION.7.ALL JOINTS; GROUT, MORTAR, CONTROL, EXPANSION ANDTRIM, FLASHING ARE TO BE CENTERED WITHIN THE ROOM ANDSPACE AND WALL AND COORDINATED WITH ANY JOINTS, TRIMAND FLASHING ON THE CEILING.8.CONTRACTOR TO ASSESS AND REVIEW ALL CONDITIONS ANDREPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TOCOMMENCING WORK.9.CONTRACTOR TO PROVIDE ALL NECESSARY PREPARATIONSAND REMEDIATION TO RECEIVE NEW WORK AND FINISHES.10.ALL SIGNAGE IS TO BE COORDINATED WITH OWNER.11.ALL EXISTING STOREFRONT AND EXTERIOR BUILDING WALLSSHALL BE WASHED, AND EXISTING STOREFRONT IS TO BESELECTIVELY RE-PAINTED. REMOVE ANY GRAFFITI FROMBUILDING.12.CONTRACTOR TO PROVIDE BLOCKING FOR SIGNAGE ASDIRECTED BY SUPPLIER.13.PAINT ALL EXPOSED METERS, SERVICE ENTRANCES, GAS PIPE,ROOF ACCESS LADDER, ETC. TO MATCH ADJACENT EXTERIORWALL SURFACE.14.CONTRACTOR TO ENSURE ALL WALL WEEPS AND FLASHINGARE INSTALLED CORRECTLY. DO NOT BLOCK WEEPS.15.BASIS OF DESIGN FOR THE EIFS WALL SYSTEM IS DRYVITOUTSULATION PLUS MD. EIFS WALL SYSTEM IS 2" THICKUNLESS NOTED OTHERWISE. INSTALL EIFS PRODUCT IN STRICTACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ANDDETAILS.16.SIGNAGE IS SHOWN FOR REFERENCE ONLY. FINAL SIZE,LOCATION AND QUANTITY TO BE DETERMINED BY SIGNAGEVENDOR. SIGNAGE VENDER SHALL PERMIT ALL SIGNS UNDERSEPARATE COVER.17.PATCH AND REPAIR EXISTING EIFS AND PAINT. REPLACE ASREQUIRED.GENERAL SHEET NOTESA4.12.226.226.2GGGGGBCAAACBAACDDDEEEJJJ1.1DBJHHA26.2GBAGFFCBFFJBAFBABABADESCRIPTIONNOTESAEXISTING EIFS, NEWBRICK STAMPED EIFSBCDEFGEXISTING EIFS,PARAPETEXISTING EIFS,KITCHEN EXIT DOOREXISTING PARAPETTO REMAINSIGNAGEBOLLARDS, EIFSACCENT STRIPEWINDOW/DOORFRAMESHCANOPY COLUMNSJMETAL CANOPYBANDKMARKEXTERIOR FINISH SCHEDULEREPAINT SHERWINWILLIAMS SW #7705"PURE WHITE"REPAINT SHERWIN WILLIAMSSW #2808 "ROOKWOODDARK BROWN"REPAINT SHERWINWILLIAMS SW #7024"FUNCTIONAL GRAY"REPAINT SHERWINWILLIAMS SW #7705"PURE WHITE"PROVIDED BY SIGN COMPANYREPAINT SHERWIN WILLIAMSSW #B66R38 "SAFETY RED"SATIN FINISHSERVICE AND ADJUST ASNEEDED, REPAINT TO MATCHEXISTING RED AS NEEDEDPRE-FINISHED METAL"CHOCOLATE BROWN"; PROVIDEDBY CANOPY MANUFACTURERALUCOBOND #110R2017EX "CARB RED"NEW METAL ROOFPAINTPAINT SHERWIN WILLIAMSSW #B66R38 "SAFETY RED"SATIN FINISH7'-0"GABGABAG2.2JBKKBFJKCSCALE:1/4" = 1'-0"EXTERIOR ELEVATION - NORTH1SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - SOUTH2SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - WEST3SCALE:1/4" = 1'-0"EXTERIOR ELEVATION - EAST426.210'-112" EXISTING WALL AND ROOFCONSTRUCTIONNEW METAL ACCENT BANDPROVIDE EIFS STARTER TRACKAND DRIP EDGEEXISTING HEADEREXISTING WINDOW SYSTEMEXISTING FOUNDATIONEXISTING SIDEWALKEXISTING SLAB14" ABOVE WINDOW FRAMEB.O. ACCENT BAND100'-0"F.F.L.DRAINABLE EIFS WALL SYSTEMWITH V-GROOVE REVEAL 4" O.C.OVER FLUID APPLIED MOISTUREBARRIER ON EXISTING WALLCONSTRUCTIONDRAINABLE EIFS WALL SYSTEMOVER FLUID APPLIED MOISTUREBARRIER ON EXISTING WALLCONSTRUCTION, SEE ELEVATIONSFOR PAINT COLOREXISTING COPING CAP TOBE PAINTED, SEEELEVATIONSEXISTING BATTINSULATIONEXISTING WALL AND ROOFCONSTRUCTIONNEW METAL CANOPY14" ABOVE WINDOW FRAMEB.O. CANOPY100'-0"F.F.L.DRAINABLE EIFS WALL SYSTEMOVER FLUID APPLIED MOISTUREBARRIER ON EXISTING WALLCONSTRUCTION, SEE ELEVATIONSFOR PAINT COLORCANOPY POST, BASEPLATE AND ANCHORAGE DESIGNBY CANOPY VENDORDRAINABLE EIFS WALL SYSTEMWITH V-GROOVE REVEAL 4" O.C.OVER FLUID APPLIED MOISTUREBARRIER ON EXISTING WALLCONSTRUCTION, SEEELEVATIONS FOR PAINT COLOREXISTING COPING CAP TO BEPAINTED, SEE ELEVATIONSEXISTING BATTINSULATIONDRAWN BY:JOB #DATE REVISIONS NO. THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.COPYRIGHT © ALC ARCHITECTURECHECKED BY:DATE:1119 E. State Street, Suite 120 - Eagle, ID 83616 208.514.2713 PROJECT FOR: ARBY'S REMODEL 1270 N EAGLE RD MERIDIAN, ID 83642DGJL2007708/14/2020... ... ... ... ... ...DOCUMENTSCONSTRUCTION MERIDIAN 1.DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARYCOMPONENTS OF THE CONTRACT DOCUMENTS. REVIEWALL DRAWINGS AND SPECIFICATIONS FOR THECOMPLETE SCOPE OF WORK. NOTIFY ARCHITECTIMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.2.DO NOT SCALE DRAWINGS, IF DIMENSIONALINFORMATION IS REQUIRED & NOT FOUND, NOTIFYARCHITECT IMMEDIATELY FOR CLARIFICATION.3.UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TOCOLUMN CENTERLINES OR TO FACE OF FRAMING, CLEARDIMENSIONS INDICATE DIMENSION BETWEEN FINISHES.4. ALL EXPOSED FOUNDATIONS AND FOOTINGS ARE TO BEPAINTED TO MATCH ADJACENT WALL FINISH OR COLORAS SELECTED BY OWNER. PROVIDE NECESSARY SURFACETO PROVIDE A SMOOTH CONSISTENT FINISH, ASRECOMMENDED BY MANUFACTURER FOR PARTICULARAPPLICATION.5.CONTRACTOR SHALL VERIFY AND COORDINATE ALLDATUM ELEVATIONS.6.UNLESS NOTED OTHERWISE, 0'-0" EQUALS RESPECTIVEFINISHED FLOOR ELEVATION. SEE CIVIL FOR ACTUALFINISHED FLOOR ELEVATION.7.REFER TO MATERIAL SCHEDULE AND MATERIALCALLOUTS FOR FINISHES.GENERAL SHEET NOTESA5.1SCALE:3/4" = 1'-0"WALL SECTION2SCALE:3/4" = 1'-0"WALL SECTION1