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JDF DEVELOPMENT: THE AVENUE @ BENNETT FARM: MULTI-TENANT BUILDING JDF DEVELOPMENTTHE AVENUE AT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA4607702.25.2021PERMIT SETARCHITECT5719 LAWTON LOOP E. DR. #212INDIANAPOLIS, IN 46216O : 317 . 288 . 0681CONTACT : MIKE LONG
3 58" MTL STUDS @ 16" O.C. WITHONE LAYER OF 58" GYPSUM BOARD @EACH SIDE. EXTEND STUDS AND GYPBD. TO UNDERSIDE OF ROOF DECKAND SEAL BETWEEN GYP BD ANDDECK.TYPE W2PROVIDE SOUND BATTS INSULATIONTO MATCH WALL WIDTH AT WALLTYPE W2A ONLY.TYPE W2A6" MTL STUDS @ 16" O.C. WITH 2LAYERS OF 58" GYPSUM BOARD @EACH SIDE. EXTEND STUDS AND GYPBD. TO UNDERSIDE OF ROOF DECKAND SEAL BETWEEN GYP BD ANDDECK FOR FIRE RATED ASSEMBLY.TYPE W1(PROVIDE TWO HOUR RATEDUNDERWRITERS LABORATORYWALL ASSEMBLY U411 OR EQUAL)TYPE W1APROVIDE SOUND BATTS INSULATIONTO MATCH WALL WIDTH AT WALLTYPE W1A ONLY.WALL TYPE GENERAL NOTESA.NOTE: WALL HEIGHT AS MARKED ON PLANS INCONJUNCTION WITH WALL TYPE SYMBOL WILLSUPERCEDE WALL HEIGHTS AS SHOWN ABOVE. SEESYMBOLS LEGEND THIS SHEET.B.PROVIDE DEEP LEG DEFLECTION TRACK AT TOP OFALL METAL STUD WALLS WHERE STUDS EXTENDTO UNDERSIDE OF ROOF DECK OR STRUCTUREABOVE.C.USE MOLD AND MILDEW RESISTANT GYPSUMWALLBOARD ON ALL PLUMBING WALLS. USE 5/8"CEMENT BOARD INSTEAD OF GYP BOARD BEHINDALL TILE FINISHES.D.BRACE METAL STUD WALLS TO TOP OFSTRUCTURAL STEEL ELEMENTS-ABOVE CEILINGPLANE. COORDINATE REQUIRED BRACE SPACINGWITH STRUCTURAL ENGINEER PRIOR TOBEGINNING CONSTRUCTION.E.REFER TO ROOM FINISH SCHEDULE FOR ALL FINISHSELECTIONS; CEILING TYPES AND HEIGHTS; ANDTYPES, SIZES AND LOCATIONS ETC.F.ALL STUD WALLS CREATING A CONCEALED WALLSPACE TO HAVE FIREBLOCKING AT INTERVALS NOTEXCEEDING 10'-0" PER 718.2.2 IBC 2012CEILING LINESEE REFLECTED CEILINGPLAN FOR HEIGHT.B.O. STRUCTUREUNDERSIDE OFROOF DECKTYPE W3TYPE W3A3 5/8" MTL STUDS @ 16" OCWITH ONE LAYER OF 5/8"GYPSUM BOARD @ ONESIDE. EXTEND GYP BD &STUDS TO MIN OF 6" ABOVEADJACENT CEILING LINEPROVIDE SOUND BATTSINSULATION TO MATCHWALL WIDTH AT WALLTYPE W3A ONLY12'-0"T.O. WALLSCOPE NOTESABBREVIATIONSDRAWINGSCOVERCIVILC201SITE PLANARCHITECTURALA001INDEXA002TYPICAL ACCESSIBILITY DETAILSA100LIFE SAFETY PLANA101FLOOR PLANA102ENLARGED FLOOR PLANSA120ROOF PLANA201EXTERIOR ELEVATIONSA301SECTIONSA302SECTIONSA303SECTIONSA304SECTIONSA501SECTIONS & DETAILSA502SECTIONS & DETAILSA601DOOR SCHEDULEA701DUMPSTER DETAILSSTRUCTURALF101FOUNDATION PLANF201FOUNDATION DETAILS AND NOTESS101STEEL FRAMING PLANS102LINTEL FRAMING PLANS201STEEL DETAILSS202STEEL DETAILS AND NOTESS301BRACE ELEVATIONSIN THE EVENT OF QUESTIONS REGARDING THE CONTRACTDOCUMENTS, SPECIFICATIONS, EXISTING CONDITIONS ORDESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLEFOR OBTAINING CLARIFICATION FROM THE ARCHITECTPRIOR TO BID SUBMITTAL AND PROCEEDING WITH ANYWORK IN QUESTION.THESE CONTRACT DOCUMENTS ARE INTENDED TODESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE REALPROPERTY IMPROVEMENTS, INCLUDING THE PERFORMANCEAND LEVEL OF QUALITY EXPECTED OF OF ITS COMPONENTS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THATALL WORK COMPLETED AND MATERIALS INSTALLED BE INFULL COMPLIANCE AT A MINIMUM, WITH ALL APPLICABLECODES, REGULATIONS, AND ORDINANCES HAVINGJURISDICTIONAL AUTHORITY OVER THE PROJECT.THESE CONTRACT DOCUMENTS DO NOT ATTEMPT TOINSTRUCT THE CONTRACTOR IN THE DETAILS OF HISTRADE. THEY ARE PERFORMANCE SPECIFICATIONS IN THATTHEY DO REQUIRE THAT ALL MANUFACTURED ITEMS,MATERIALS AND EQUIPMENT BE INSTALLED IN STRICTCONFORMANCE TO THE MANUFACTURER'S RECOMMENDEDSPECIFICATIONS, EXCEPT IN THE CASE WHERE THECONTRACT DOCUMENTS ARE MORE STRINGENT. ANYMISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLYNOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALLBE FURNISHED AND INSTALLED BY THE CONTRACTOR.ALL WORK SHALL BE WARRANTED SATISFACTORY, INMATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1)YEAR, OR FOR THE PERIOD OF WARRANTY CUSTOMARY, ORSTIPULATED FOR THE TRADE, CRAFT, OR PRODUCT,WHICHEVER IS LONGER. ONLY COMPETENT MECHANICSCAPABLE OF PRODUCING GOOD WORKMANSHIPCUSTOMARY TO THE TRADE SHOULD BE USED.COMMENCING WORK BY A CONTRACTOR ORSUBCONTRACTOR CONSTITUTES ACCEPTANCE OF THECONDITIONS AND SURFACES CONCERNED. IF ANY SUCHCONDITIONS ARE UNACCEPTABLE, THE GENERALCONTRACTOR SHALL BE NOTIFIED IMMEDIATELY, AND NOWORK SHALL BE PERFORMED UNTIL THE CONDITIONS ARECORRECTED.THE CONTRACTOR SHALL BE RESPONSIBLE FORFAMILIARIZING HIMSELF WITH THE PROJECT SCOPE OFWORK, BUILDING STANDARDS, SCHEDULE AND DEADLINES.THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE FORADVISING THE OWNER OF ALL LONG LEAD ITEMSAFFECTING THE PROJECT SCHEDULE AND SHALL, UPONREQUEST FROM THE OWNER, SUBMIT ORDERCONFIRMATIONS AND DELIVERY DATES FOR SUCH LONGLEAD ITEMS TO THE OWNER.ALL CONTRACTOR OR SUPPLIER REQUESTS FORSUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED, INWRITING, ACCOMPANIED BY THE ALTERNATIVE PRODUCTINFORMATION, TO THE ARCHITECT, NO LATER THAT TEN(10) BUSINESS DAYS, PRIOR TO BID OPENING DATE.SUBSTITUTIONS SHALL ONLY BE CONSIDERED IF THEY DONOT SACRIFICE QUALITY, FUNCTIONALITY, APPEARANCE ORWARRANTY. UNDER NO CIRCUMSTANCES WILL THEOWNER BE REQUIRED TO PROVE THAT A PRODUCTPROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUALQUALITY TO THE PRODUCT SPECIFIED. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTOR SCALE THEDRAWINGS TO DETERMINE DIMENSIONS. REFER TO PLANS,SECTIONS AND DETAILS FOR ALL DIMENSIONALINFORMATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION OF ALL SELECTED MATERIALS WHICH SHALLBE COMPLETE IN ALL RESPECTS PRIOR TO THE FINALACCEPTANCE, UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL PRESERVE ALL PRINTEDINSTRUCTIONS AND WARRANTY INFORMATION THAT ISPROVIDED WITH EQUIPMENT OR MATERIALS USED, ANDDELIVER SAID PRINTED MATTER TO THE OWNER AT THETIME OF SUBSTANTIAL COMPLETION. THE CONTRACTORSHALL INSTRUCT THE OWNER IN THE PROPER USE OF THEEQUIPMENT FURNISHED BY THEIR TRADE.GENERAL CONTRACTOR SHALL PROVIDE A THOROUGHCONSTRUCTION CLEANING AT PROJECT CLOSE OUT, PRIORTO PUNCH LIST WALK THROUGH.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALLFABRICATED ITEMS, AND PHYSICAL SAMPLES OF ALL FINISHMATERIALS SPECIFIED TO THE ARCHITECT FOR REVIEW.REVIEWED SHOP DRAWINGS AND SUBMITTALS BY OTHERSSHALL NOT BE CONSIDERED AS PART OF THE CONTRACTDOCUMENTS. THE ARCHITECT ASSUMES NO RESPONSIBILITYFOR DRAWINGS, SCHEDULES, AND/OR SPECIFICATIONS FORWORK ON THE PROJECT PREPARED BY OTHERS.THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS,SUBMITTALS AND SAMPLES FOR CONFORMITY WITH THECONTRACT DOCUMENTS AND RETURN THEM TO THECONTRACTOR WITHIN SEVEN (7) WORKING DAYS EXCEPTAS MAY OTHERWISE BE PROVIDED FOR BY THE OWNER.THE CONTRACTOR SHALL NOT REPRODUCE AND MARK UPANY PART OF THE CONTRACT DOCUMENTS FOR SUBMITTALAS A SHOP DRAWING. ANY SUCH SUBMITTAL WILL BEREJECTED.ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE THANTHE INITIAL REVIEW AND ONE (1) ADDITIONAL REVIEW,WILL BE CONSIDERED TO BE IN EXCESS OF THE SCOPE OFTHE PROJECT. THE TIME REQUIRED FOR THIRD ANDSUBSEQUENT REVIEWS OF A SUBMITTAL WILL BE PAID FORBY THE CONTRACTOR TO THE ARCHITECT AT THEARCHITECT'S STANDARD BILLING RATES, PLUS REIMBURSABLEEXPENSES.THE CONTRACTOR SHALL BE RESPONSIBLE FORVERIFICATION OF ANY EXISTING CONDITIONS AND ALLCRITICAL DIMENSIONS ASSOCIATED WITH THE PROPOSEDWORK. THE CONTRACTOR SHALL CONFIRM THAT ALLWORK OUTLINED WITHIN THE CONTRACT DOCUMENTSCAN BE ACCOMPLISHED AS SHOWN, PRIOR TO BIDOPENING. THE CONTRACTOR SHALL NOTIFY THEARCHITECT OF ANY CONDITIONS ENCOUNTERED WHICHMAY AFFECT BUILDING CODE COMPLIANCE, LIFE SAFETY,ISSUANCE OF CERTIFICATE OF OCCUPANCY, ORCOMPLETION OF THE PROJECT AS DIRECTED IN THECONTRACT DOCUMENTS.NO ADDITIONAL FUNDS WILL BE APPROVED FOR WORKOMITTED FROM THE CONTRACTOR'S BID DUE TO LACK OFVERIFICATION BY THE CONTRACTOR, EXCEPT ASOTHERWISE APPROVED BY THE OWNER FOR WORKASSOCIATED WITH HIDDEN CONDITIONS WHICH ARE NOTACCESSIBLE PRIOR TO CONSTRUCTION.REFER TO PROJECT MANUAL (WHEN APPLICABLE) FORADDITIONAL REQUIREMENTS AND DIRECTIONS.ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTEREIGHT (8) OF THE 2012 INTERNATIONAL BUILDING CODEWITH INDIANA AMENDMENTS.LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTSAND THEIR CONNECTIONS SHALL BE ENGINEERED BY APROFESSIONAL ENGINEER LICENSED IN THE STATE WHERETHE PROJECT IS LOCATED. THE ENGINEER SHALL AFFIX THEIRSEAL AND SIGNATURE TO SHOP DRAWINGS ANDCALCULATIONS SUBMITTED FOR REVIEW.STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERALLOADS TO THE STRUCTURE NOT DETAILED ON THESTRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THEMETAL STUD SUPPLIER TO DESIGN, DETAIL, PROVIDE ANDINSTALL.METAL STUDS SHALL BE DESIGNED TO SUPPORT THE LOADSSHOWN IN THE DESIGN DATA IN ADDITION TO THEWEIGHT OF THE MATERIALS ATTACHED TO THE METALSTUDS. METAL STUDS SHALL BE DESIGNED USING THE LOADCOMBINATIONS IN SECTION 1605.3.1 OF THEINTERNATIONAL BUILDING CODE, 2012 EDITION. NOINCREASE IN ALLOWABLE STRESS IS ALLOWED.DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED TO1360 OF THE STUD SPAN. FOR CANTILEVERS, THE DEFLECTIONDUE TO LATERAL LOAD AT THE END OF THE CANTILEVERSHALL BE LIMITED TO 1180 OF THE CANTILEVER DIMENSION.METAL STUD MANUFACTURER SHALL DETERMINE FINALLAYOUT AND GAUGE OF STUDS TO MEET THEARCHITECTURAL AND STRUCTURAL REQUIREMENTS.WHERE ROUGH CARPENTRY IS IN CONTACT WITH THEGROUND, EXPOSED TO WEATHER OR IN AREAS OF HIGHRELATIVE HUMIDITY PROVIDE FASTENERS ANDANCHORAGES WITH A HOT DIP ZINC COATING OF G90COMPLYING WITH ASTM A153 OR PROVIDE FASTENERS ANDANCHORAGES OF TYPE 304 STAINLESS STEEL.ACTACOUSTICAL CEILING TILEADDLADDITIONALAFFABOVE FINISHED FLOORALUMALUMINUMANODANODIZEDAPPAPPROXIMATEARCHARCHITECTAWTACOUSTICAL WALL TREATMENTBLDGBUILDINGBLKGBLOCKINGB.O.BOTTOM OFBOTBOTTOMBRGBEARINGCABCABINETCJCONTROL JOINTCLCENTER LINECLRCLEARCMUCONCRETE MASONRY UNITCONSTCONSTRUCTIONCOLCOLUMNCONCCONCRETECONTCONTINUOUSCPTCARPETCTCERAMIC TILECWCOLD WATERDET, DTLDETAILDFDRINKING FOUNTAINDIADIAMETERDIMDIMENSIONDWG(S)DRAWING(S)EAEACHECEXPOSED CEILINGEIFSEXTERIOR INSULATION FINISH SYSTEMEJEXPANSION JOINTELELEVATIONENGENGINEEREQEQUALEQUIPEQUIPMENTEXISTEXISTINGEXPEXPANSIONEXTEXTERIORFDFLOOR DRAINFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFINFINISHFLRFLOORFRFIRE RETARDANTFTFEETGAGAUGEGBGRAB BARGCGENERAL CONTRACTORGYP BDGYPSUM BOARDHDWRHARDWAREHGTHEIGHTHMHOLLOW METALHORIZHORIZONTALHPHIGH POINTHVACHEATING, VENTILATING, AIR CONDITIONINGHWHOT WATERINSULINSULATIONJANJANITORJSTJOISTJTJOINTKDKNOCKDOWNKITKITCHENLAMLAMINATELAVLAVATORYLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALMASMASONRYMATMATERIALMAXMAXIMUMMBMARKER BOARDMECHMECHANICALMEZZMEZZANINEMFRMANUFACTURERMINMINIMUMMOMASONRY OPENINGMTLMETALNICNOT IN CONTRACTOCON CENTERODOUTSIDE DIAMETEROHOPPOSITE HANDOPNGOPENINGOPPOPPOSITEOTOOUT TO OUTPLAS LAMPLASTIC LAMINATEPLWDPLYWOODPSPROJECTION SCREENQTQUARRY TILERRISERRARETURN AIRRBRESILIENT BASEREFREFERENCEREFRREFRIGERATORREQDREQUIREDROROUGH OPENINGSASUPPLY AIRSCHEDSCHEDULESCMDSOLID CORE METAL DOORSCWDSOLID CORE WOOD DOORSECSECTIONSFSQUARE FOOTSIMSIMILARSPECSSPECIFICATIONSSQSQUARESSSTAINLESS STEELSTDSTANDARDSTLSTEELSTORSTORAGESTRUCTSTRUCTURALSUSPSUSPENDEDTBTACK BOARDTELTELEPHONETLTTOILETT.O.TOP OFTRTDTREATEDTVTELEVISIONTYPTYPICALUNOUNLESS NOTED OTHERWISEURURINALVCTVINYL COMPOSITION TILEVERTVERTICALVIFVERIFY IN FIELDVTVINYL TILEW/WITHW/OWITHOUTWBWOOD BASEWCWATER CLOSETWDWOODWHWATER HEATERWPWORKING POINTKEY PLANISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077N
PROJECTLOCATIONBENNETT PKWYU.S. HIGHWAY 421PERMIT SET02.25.2021REED RD.INDEXA001CODE ANALYSISSYMBOLS(NOT ALL MAY APPLY)KEYED NOTEWINDOW OR GLAZED OPENING TAGIF WINDOW - W#IF STOREFRONT - SF#IF CURTAINWALL - CW#ACCESSORY TAGEQUIPMENT TAGFINISH TAGROOM TAGELEVATION TAG - INTERIOR OR EXTERIORSECTION CUT AT AREAS SHOWN SMALL SCALEENLARGED PLANELEVATION TARGET. FINISHED FLOOR = 0'-0" UNOREVISIONPLAN OR TRUE NORTHBATT INSULATION - WIDTH OF FRAMING UNOFIRE EXTINGUISHER IN SEMI-RECESSED CABINETPROVIDED / INSTALLED BY GCSURFACE MOUNTED FIRE EXTINGUISHERPROVIDED / INSTALLED BY GCDOOR WITH DOOR NUMBERWINDOW OR GLAZED OPENINGSTUD FRAMED WALL - REFER TO INDEX SHEET FORINFORMATIONCMU WALL - REFER TO SECTIONS AND DETAILSBRICK WALL - REFER TO SECTIONS AND DETAILSCONCRETE WALL - REFER TO SECTIONS ANDDETAILSEIFS OVER SUBSTRATE - REFER TO SECTIONS FORWIDTH AND PROFILEEXISTING DOOR - REFER TO DOOR SCHEDULEEXISTING FRAMED WALLEXISTING WINDOW WITH SILL AND / OR STOOLDEMO'D DOORDEMO'D WALLWALL TYPEWALL HEIGHT IF DESIGNATED ON PLANS. IF NOT,SEE WALL TYPES THIS SHEET####XXXROOMNAME###XAXXXXAXXXXAXXXXXX' - X"XXX#NFEFE100W#12'APPLICABLE CODESINDIANA BUILDING CODE2014 INDIANA BUILDING CODEINDIANA PLUMBING CODE2012 INDIANA PLUMBING CODEINDIANA ELECTRICAL CODE2009 INDIANA ELECTRICAL CODEINDIANA FIRE CODE2014 INDIANA FIRE CODEINDIANA MECHANICAL CODE2014 INDIANA MECHANICAL CODEINDIANA CONSERVATION CODE2010 INDIANA ENERGY CONSERVATION CODEINDIANA HANDICAPPED ACCESSIBILITY CODE2009 ANSI A117.1ADA ACCESSIBILITY GUIDELINESOCCUPANCY (OVERALL BUILDING)CLASSIFICATION (302.1):MOCCUPANCY (TENANT SPACE)CLASSIFICATION (302.1):MACCESSORY USES (508.2.1):N/ANON-SEPARATED USES (508.3.2):N/ASEPARATED USES (508.3.3):N/AAUTOMATIC SPRINKLER SYSTEMSPRINKLER SYSTEM REQUIRED (903):NOSPRINKLER SYSTEM PROVIDED:NOALLOWABLE BUILDING HEIGHTTABULAR HEIGHT (503):55'-0" / 2STORIESALLOWABLE BUILDING AREATABULAR AREA (503):12,500 SFBUILDING AREA INCREASEINCREASE FOR SPRINKLERED BUILDING (506.3):0%UNLIMITED AREA (507):N/AFRONTAGE INCREASE (506.2):0.50 lf = (F/P - .25) x W / 30TOTAL ALLOWABLE AREA WITH INCREASES:13,500 SF Aa = 9000 + (9,000 x .50) + (0) Aa = 13,500ACTUAL BUILDING HEIGHT AND AREABUILDING AREA:10, 969 SFBUILDING HEIGHT (FEET / # FLOORS):25'-0" / 1FLOORTABULAR OCCUPANT LOAD (1004.1.2)OCCUPANT LOAD FACTOR:0 , SHELLBUILDINGACTUAL OCCUPANT LOAD (1004.1.2)SQUARE FOOTAGE / OCCUPANT LOAD FACTOR:N/ATOTAL OCCUPANTS:N/AFIRE RESISTIVE REQUIREMENTS (601 AND 602)CONSTRUCTION TYPE:V-BSTRUCTURAL FRAME:NON-RATEDEXTERIOR BEARING WALLS:NON-RATEDINTERIOR BEARING WALLS:NON-RATEDEXTERIOR NON-BEARING WALLS:NON-RATEDINTERIOR NON-BEARING WALLSNON-RATEDFLOOR CONSTRUCTION:NON-RATEDROOF CONSTRUCTION:NON-RATEDSHAFTS:N/AFIRE RESISTANCE RATED CONSTRUCTION (704, 601, 602)RATED EXTERIOR WALLS:N/AFIRE SEPARATION DISTANCE60' +UNPROTECTED OPENING AREA:N/AINTERIOR WALL AND CEILING FINISH REQUIREMENTS (803)SEE FINISH SCHEDULE FOR MATERIALSALL MATERIALS ARE CLASS A RATEDFIRE PROTECTION SYSTEMSSTANDPIPE SYSTEM (905):N/APORTABLE FIRE EXTINGUISHERS (906.1):BY TENANTFIRE ALARM AND DETECTION SYSTEMS (907):N/ASMOKE CONTROL SYSTEMS (909):N/ASMOKE AND HEAT VENTS (910):N/AEGRESSMINIMUM WIDTH FACTOR (1005.1):.15REQUIRED MINIMUM WIDTH FROM SPACE (1005.1):N/AMINIMUM NUMBER OF EXITS (1015):2ACTUAL NUMBER OF EXITS:13ACTUAL WIDTH OF EXITS:468"ALLOWABLE TRAVEL DISTANCE (1016.2):250'CORRIDOR CONSTRUCTION (1018.1):N/AMINIMUM CORRIDOR WIDTH (1018.2):N/AMAXIMUM DEAD END CORRIDOR (1018.4):20'*FIRE AREAS DEMISED WITH 2-HOUR WALLS. ALL LESS THAN 5,000 SFWALL TYPESNOT TO SCALE
5'-0"2'-0"MIN4"MAX3'-0"OTHER APPROACHES
4'-0" MIN HINGE
APPROACH
3'-6" MIN LATCH
APPROACH ONLY
5'-0" MIN
4'-6" MIN
3'-3" MIN
3'-5" MAX
12"
MAX16" TO 18" MAXTOILET PAPERVERTICAL GRABBAR - SEE DET 11'-0"MIN3'-0"MINCL TOILET48" MIN30" MIN
15" MIN
CLEARFLOORSPACE15" MIN
48" MIN30" MIN
15" MIN
CLEARFLOORSPACE112"CLRGRAB BAR SHALL BE 1 14" TO 2"MAX OUTSIDE DIA TYPICAL2 - 14" X 3" EXPANSION ANCHORSAT MASONRY OR CONCRETE WALL.2 - #10 X 2" SCREWS AT WOOD ORSTEEL STUD WALL - TYPICAL. STUD WALL2" X 6" BLOCKING (OMIT BLOCKING ATMASONRY OR CONCRETE WALL)ACCESSIBLE ROUTE 30"CLEAR19"30"
CLEARACCESSIBLE ROUTE30"CLEAR19"NOTE:MAINTAIN 44" MIN CLEAR AISLEEGRESS PATHS TO EXIT DOORS.30"
CLEAR 48"CLEAR80" MIN36" MIN CLEARACCESSIBLE ROUTE2'-3"PROTRUDING OBJECTFREESTANDING OBJECTMOUNTED ON POSTS ORPYLON MAY OVERHANG12" MAX FROM 27" TO 80"ABOVE FINISH FLOOROBJECT PROJECTION FROMWALL BETWEEN 27" TO 80"ABOVE FINISH FLOOR SHALLPROTRUDE NO MORE THAN 4"OBJECT PROJECTION FROM WALLLESS THAN 27" ABOVE FINISH FLOORMAY PROTRUDE ANY AMOUNTFLOOR SHALL BE SLIP-RESISTANTSURFACE AND LEVEL WITH MAX14" CHANGE IN LEVEL48" MAX TO
HIGHEST OPERABLE PART
44" MAX
17" MAX 39" TO 41"6" TO 12" MAX17" TO 19"7" TO9"2'-0"39" TO 41"
1 1/2"
MIN
34" MAX
29" MIN
27" MIN
12"
MIN
17"15"-18"SWITCHESTHERMOSTATFIRE ALARMOUTLETS (UON)DRYERPAPER TOWEL DISPENSERPULL STATIONMIRROR MOUNTED @ 40"AFF MAX TO BOTTOM OFREFLECTING SURFACELAVATORYINSULATE HOT WATER& DRAIN PIPES13 12" MIN PROJECTIONFROM WALL URINAL6" MAX DEPTH X 30" MINWIDTH TOE CLEARANCE8" MIN DEPTH X 30" MINWIDTH KNEE SPACE15" TO 48" AFF FOROPERABLE OPENINGW/O OBSTRUCTIONFROM GRAB BARVERTICAL SS GRAB BARTOILET SEAT COVERDISPENSER SHALL BEMOUNTED 1 12" (MIN)BELOW GRAB RAIL42" SS GRAB BAR36" SS GRAB BAR33" (EXCEPT @ TANKTOILETS, WHICH SHALLBE 36"NOTES:1.TOP OF GRIPPING SURFACE 33" TO 36" MAX- SEE NOTES BELOW2.12" MINIMUM CLEAR ABOVE GRAB BARTACTILE CHARACTERS
48" MIN TO 60" MAX 4"3'-4"
TO REFLECTIVE SURFACECONTROLS MOUNTED ONWIDE SIDE OF TOILET AREA211/4" - 1/2"1/4" MAX46" MAX48" MAX WITH NOOBSTRUCTION TOREACH OVER 24"MAX24"MAX30"34" MAX46" MAX 10"MAX30"15"MIN48" MAX
WATER CLOSET: WATER CLOSETS SHALL BE 17" TO 19" AFF WHENMEASURED TO THE TOP OF THE TOILET SEAT AND THE CENTER FOR THEFIXTURE SHALL BE 18" FROM ONE WALL WITH A CLEAR FLOOR SPACE OF60" WIDE AND 59" DEEP FOR FLOOR MOUNT AND 56" DEEP FOR WALLMOUNT. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OFTHE WATER CLOSET.SINK: SINK SHALL BE MOUNTED WITH THE RIM OR COUNTER NO HIGHERTHAN 34" AFF PROVIDE A CLEARANCE OF AT LEAST 29" TO THE BOTTOMOF THE APRON WITH AN 8"X27" KNEE SPACE AND 6"X9" TOE SPACE.EXPOSED HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BEINSULATED. FAUCETS SHALL BE LEVER-OPERATED, PUSH-TYPE ANDMOTION SENSOR.URINALS: URINALS SHALL BE STALL-TYPE OR WALL HUNG WITH THE RIMAT A MAXIMUM OF 17" AFF AND A 30" X 48" CLEAR FLOOR SPACE.GRAB BARS: GRAB BARS SHALL BE 33" TO 36" AFF THE GRAB BAR BEHINDTHE WATER CLOSET SHALL BE 36" LONG AND NO MORE THAN 6" OF OFTHE SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42" LONG AND 12"OFF THE BACK WALL.MIRROR: MIRRORS SHALL BE MOUNTED SO THE BOTTOM OF THEREFLECTING SURFACE IS NO MORE THAN 40" AFF.PAPER TOWEL/DRYER: PAPER TOWEL/ DRYERS SHALL BE MOUNTED NOHIGHER THAN 48" AFF.SOAP DISPENSER: SOAP DISPENSERS SHALL BE MOUNTED NO HIGHERTHAN 48" AFF.TOILET PAPER: TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN 36"MAX OF THE BACK WALL.TYPICAL ADA INFOTYPICAL MOUNTING HEIGHTS11/2" = 1'-0"TOILET STALL DIMENSIONS21/2" = 1'-0"SINK CLEAR SPACE33/4" = 1'-0"URINAL CLEAR SPACE43/4" = 1'-0"GRAB BAR DIMENSIONS53" = 1'-0"ACCESSIBLE ROUTES61/2" = 1'-0"VERTICAL CLEARANCES71/2" = 1'-0"FLOOR TRANSITIONS96" = 1'-0"REACH RANGES101/4" = 1'-0"ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021TYPICAL ACCESSIBILITYDETAILSA002
AB12345612345633'-3" TOTAL TRAVEL DISTANCE TO EXIT30'-3" TOTAL TRAVEL DISTANCE TO EXIT33'-3" TOTAL TRAVEL DISTANCE TO EXIT
31'-3" TOTAL TRAVEL DISTANCE TO EXIT
35'-4" TOTAL TRAVEL DISTANCE TO EXIT
41'-10" TOTAL TRAVEL DISTANCE TO EXIT
22'-9" TOTAL TRAVEL DISTANCE TO EXIT27'-5" TOTAL TRAVEL DISTANCE TO EXIT
29'-1" TOTAL TRAVEL DISTANCE TO EXIT
58'-8" TOTAL TRAVEL DISTANCE TO EXIT
22'-2" TOTAL TRAVEL DISTANCE TO EXIT
25'-7" TOTAL TRAVEL DISTANCE TO EXIT111111
1111111122222233333KEY PLANISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077N
PROJECTLOCATIONBENNETT PKWYU.S. HIGHWAY 421PERMIT SET02.25.2021REED RD.LIFE SAFETY PLANA1001LIFE SAFETY PLAN1/8" = 1'-0"KEYED NOTES1.EXIT. EXIT SIGN, EMERGENCY LIGHTING THIS LOCATION.2.PROVIDE BUILDING ADDRESS - CONFIRM ADDRESS FOR EACHDOOR WITH THE CITY PRIOR TO INSTALL. REFER TO ELEVATIONSFOR MORE INFORMATION.3.2-HR DEMISING WALL.SEE INDEX SHEET FOR ADDITIONAL CODE, EXITING AND LIFE SAFETYDATA.GENERAL NOTES1.SEE SPRINKLER PLANS FOR COMMODITY INFORMATION.2.ALL FIRE AREAS ARE LESS THAN 5,00 SF.LEGENDPATH OF TRAVEL.FIRE EXTINGUISHERFEN
AB123456123456106VACANT105GARBANZO104RESTORE HYPERWELLNESS103RISE 'N ROLL102DRY CLEANER101TROPICAL SMOOTHIECAFE45'-8"29'-0"59'-0"28'-0"18'-8"180'-4"183'-8"59'-4"62'-8"1'-8"1'-8"3A2017'-7"1'-4"3'-4"11'-538"7'-0"16'-758"1'-4"3'-4"38'-4"3'-4"11'-1158"3'-4"1'-4"30'-838"6'-4"61'-0"1'-4"7'-0"1'-4"3'-4"22'-4"27'-0"48'-4"7'-0"29'-018"3'-4"7'-778"1'-4"5'-4"12'-8"2'-6"28'-4"25'-8"2'-6"5'-4"5'-2"3'-9"4'-0"9'-4"3'-5"8'-8"2A2014A201SF3SF2SF6SF3SF3SF1SF3SF5SF3SF4SF3SF259'-4"
62'-8"1'-8"1'-8"
5'-4"12'-8"2'-6"
28'-4"25'-8"
2'-6"5'-4"8'-2"9'-4"8'-2"
8'-8"45'-8"29'-0"59'-0"28'-0"18'-8"180'-4"183'-8"5'-4"3'-8"12'-8"3'-8"5'-4"16'-8"4'-2"12'-8"2'-0"12'-8"2'-0"30'-8"5'-4"61'-0"5'-4"4'-0"19'-0"27'-0"48'-4"5'-4"27'-0"5'-4"5'-4"5'-4"4'-0"8'-8"12'-8"4'-0"4'-0"4'-2"1A2018"8"8"8"4'-0"4'-0"
4'-0"
4'-0"
8"8"8"
8"
8"
8"
4'-0"4'-0"
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4'-0"
8"8"
8"
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8"100101102103
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112 113111
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10713455552TYP2TYP6A5017A5018A5018A501OPP6A501SIM6A501SIMOPP6A501SIMOPP7A501OPP7A501SIMOPP7A501SIMOPP6A501SIM6A501SIMOPP6A501SIM6A501SIMOPPW1AW1AW1A22'-738"CENTER TO CENTER36'-334"CENTER TO CENTER7777776TYP6TYP6TYP6TYP7777777777777777777781A102W2A 18'-4"114 1151162A1023A102A.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLDIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROMWHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT IMMEDIATELY.B.ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY ORMETAL STUD FRAMING, UNLESS OTHERWISE NOTED.C.PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUDCONNECTIONS WITH STRUCTURE ABOVE, TYPICAL.D.PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLSFOR ANY WALL SUPPORTED ITEMS.E.PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANYOPENINGS IN FIRE RATED ASSEMBLIES.F.REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS,FINISHES, AND HARDWARE INFORMATION.G.REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK, MASONRY, ANDOTHER EXPANSION JOINT LOCATIONS.H.ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATEDFOR SUCH INSTALLATION OR PROTECTED TO PROVIDECOMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TOINSULATION (FHC 25/50) POWER AND LOW VOLTAGE WIRING,TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAINLINES AND SUPPORTING BRACKETS AND/OR BLOCKING FORCEILING HUNG ITEMS.I.PRIOR TO ORDERING ANY PRODUCTS, CONTRACTOR SHALLSUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALSTO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEARSOLE RESPONSIBILITY FOR ANY MATERIALS ORDEREDINCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BYTHE ARCHITECT.J.PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALLREQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS,ELECTRICAL TRANSFORMER PANELS, ETC., COORDINATE WITHUTILITY COMPANY AND CONTRACTORS, WHEN APPLICABLE, FORNECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FORBOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION.K.ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDESET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME.L.UNLESS SPECIFIED ELSEWHERE, ALL INTERIOR SLABS AND SLABINFILLS TO BE FF-50/FL-35 OVERALL AND FF-35/FL-25 LOCAL.M.ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OFTHE ANSI 117.1 2009GENERAL NOTESKEYED NOTESKEY PLANISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077N
PROJECTLOCATIONBENNETT PKWYU.S. HIGHWAY 421PERMIT SET02.25.2021REED RD.FLOOR PLANA1011FLOOR PLAN1/8 "= 1'-0"*THIS SHEET ONLY1.METER BASE. SEE MEP PLANS.2.DASHED LINE INDICATES AWNING ABOVE. SEE ELEVATIONS ANDROOF PLAN.3.WALL MOUNTED BIKE RACKS. SEE ELEVATIONS.4.ROOF LADDER. SEE 5/A3055.WALL TO BE CENTERED ON COLUMN LINE.6.SEE WALL SECTIONS FOR DRYWALL EXTENTS.7.STONE PRODUCT RETURNS THIS WALL.8.TANK FILL BOX: CHART, PERMA WALL BOX GEN II, SURFACEMOUNT. COORDINATE FINAL LOCATION & CLEARANCES WITHTENANT.N
104RESTORE HYPERWELLNESSW2AW2AW2AW2AW2AW2AW2AW2AW2AW2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2A
W2AW2A66666512222927844W1AW1AW1AW1A33333333333310'-0"7'-8"12'-0"4'-918"14'-0"12'-6"5'-0"13'-1112"12'-5"
9'-0"5'-9"14'-0"5'-10"5'-9"16'-0"13'-1"5'-0"6'-1118"9'-10"2'-2"9'-10"4'-778"8'-6"11'-514"6'-2"5'-3"13'-812"12'-0"8'-414"6'-0"1'-8"5'-0"3'-11"4'-2"534"6'-1"3'-9"13'-018"3W3RECEPTIONOPEN IV DRIP / COMPRESSIONNURSE / MIXINGSLEEP THERAPYCRYOSKINDRY SAUNACRYO. ROOMSHOWERDRESSHALLHALLTOILETLAUNDRY / OFFICESTRETCHTANKDRESSINGDRESSINGW3AW3W3A
W2
W3 2W2A7'-11"8'-0"W2A 115W1A121110SD1TD1GB1GB1TT1GBM1W2A7'-11"8'-0"W2A
W1A2210SD1TD1GB1TT1GBM1GB1116A.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLDIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROMWHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT IMMEDIATELY.B.ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY ORMETAL STUD FRAMING, UNLESS OTHERWISE NOTED.C.PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUDCONNECTIONS WITH STRUCTURE ABOVE, TYPICAL.D.PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLSFOR ANY WALL SUPPORTED ITEMS.E.PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANYOPENINGS IN FIRE RATED ASSEMBLIES.F.REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS,FINISHES, AND HARDWARE INFORMATION.G.REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK, MASONRY, ANDOTHER EXPANSION JOINT LOCATIONS.H.ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATEDFOR SUCH INSTALLATION OR PROTECTED TO PROVIDECOMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TOINSULATION (FHC 25/50) POWER AND LOW VOLTAGE WIRING,TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAINLINES AND SUPPORTING BRACKETS AND/OR BLOCKING FORCEILING HUNG ITEMS.I.PRIOR TO ORDERING ANY PRODUCTS, CONTRACTOR SHALLSUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALSTO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEARSOLE RESPONSIBILITY FOR ANY MATERIALS ORDEREDINCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BYTHE ARCHITECT.J.PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALLREQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS,ELECTRICAL TRANSFORMER PANELS, ETC., COORDINATE WITHUTILITY COMPANY AND CONTRACTORS, WHEN APPLICABLE, FORNECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FORBOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION.K.ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDESET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME.L.UNLESS SPECIFIED ELSEWHERE, ALL INTERIOR SLABS AND SLABINFILLS TO BE FF-50/FL-35 OVERALL AND FF-35/FL-25 LOCAL.M.ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OFTHE ANSI 117.1 2009GENERAL NOTESKEYED NOTESKEY PLANISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077N
PROJECTLOCATIONBENNETT PKWYU.S. HIGHWAY 421PERMIT SET02.25.2021REED RD.ENLARGED FLOOR PLANSA1021FLOOR PLAN1/4"= 1'-0"*THIS SHEET ONLY1.TANK FILL BOX: CHART, PERMA WALL BOX GEN II, SURFACEMOUNT. COORDINATE FINAL LOCATION & CLEARANCES WITHTENANT.2.CONTRACTOR TO PROVIDE WATER LINES & WASTE LINES FORFUTURE SINK, TOILET, OR SHOWER. SEE PLUMBING PLANS.FIXTURES BY TENANT.3.CONTRACTOR TO PROVIDE ROUGH OPENINGS FOR FUTUREDOOR.4.PREP WALL FOR FUTURE POCKET DOOR.5.FUTURE CRYOGENIC TANK. COORDINATE SPECIFICATIONS &SIZING WITH TENANT. TENANT TO BE RESPONSIBLE FOR SIZINGOF SLAB & ANY REQUIRED EXPANSION JOINTS & INSULATIONUNDER SLAB.6.FUTURE GLASS SYSTEM / WINDOW BY TENANT.7.CONTRACTOR TO PROVIDE WATER LINES & WASTE LINES FORFUTURE MOP SINK & WATER HEATER ABOVE.8.CONTRACTOR TO PROVIDE ELECTRICAL, DRYER VENT, WATERLINES & WASTE LINES FOR FUTURE STACKED WASHER & DRYER.SEE MECHANICAL & PLUMBING PLANS.9.CONTRACTOR TO PROVIDE WATER LINES & WASTE LINES FORFUTURE HI / LOW DRINKING FOUNTAINS. SEE PLUMBING PLANS.10.FLOOR DRAIN.11.FLOOR MOUNTED ADA COMPLIANT TANK TYPE TOILET. SEEPLUMBING PLANS.12.WALL MOUNTED ADA COMPLIANT SINK. PROVIDE SCALDGUARDS ON ALL EXPOSED PLUMBING.NOTE: PLEASE VERIFY LAYOUT W/TENANT & FINAL PLANS BEFOREWORK STARTS.2FLOOR PLAN1/4"= 1'-0"TOILET ACCESSORY SCHEDULEMARKSYMBOLMFR #DESCRIPTIONTT1BOBRICKB-2888MULTI-ROLL TOILET TISSUE DISPENSERGB1BOBRICKB-5806 X 36B-5806 X 4236" AND 42" GRAB BARSGB2BOBRICKB-5806 X 1818" VERTICAL GRAB BARM1BOBRICKB-165MIRROR 2'-0" X 4'-0"TD1BOBRICKB-3944TOWEL DISPENSER / WASTE RECEPTACLESD1BOBRICKB-2112SOAP DISPENSER3FLOOR PLAN1/4"= 1'-0"N
N N
AB1234561234562712345682727272727TYP445555544444444444455555334'-0" CLEAR9999ROOF TYPE #1MODULAR BRICK VENEER1" MIN
OPENING IN WALL TO BE 8" HIGH X 8" WIDE.OVERFLOW TO MATCH 12" FROM SCUPPER. FIELDCUT OPENING.ROOFING MANU APPROVED FLASHING DETAILAT TOP, SIDES AND BOTTOM.TAPER INSULATION BACK TO ROOFROOFING MANU APPROVED FLASHINGDETAIL OVER TERMINATION BAR ATSCUPPER HEAD.METAL THRUWALL SCUPPER WITH2" FLANGE.SEAL AROUND PERIMETERWITH PAINTABLE SEALANT.1ROOF PLAN1/8" = 1'-0"ROOF PLAN LEGENDDENOTES TAPERED INSULATION OR ROOFCRICKETS TO ROOF DRAIN LOCATIONS.SLOPE MIN OF 14"/FOOT AS INDICATED BYARROWS OR TWICE THE AMOUNT OF THEUNDERLYING DECK WHICHEVER IS GREATER.DENOTES ROOF SLOPE AT 14" / FOOTMINIMUM.ROOF TYPE #1MECHANICALLY FASTENED 45 MIL TPOMEMBRANE WITH RIGIDPOLYISOCYANURATE INSULATION ATMINIMUM OF R-20, MINIMUM 4". MINIMUM 15YR WARRANTY. HIGH ALBEDO WITH INITIALYEAR SOLAR REFLECTANCE OF .79 ANDTHERMAL EMITTANCE OF .85.KEYED NOTESKEY PLANISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077N
PROJECTLOCATIONBENNETT PKWYU.S. HIGHWAY 421PERMIT SET02.25.2021REED RD.ROOF PLANA1201.PREFINISHED METAL COPING, REFER TO WALL SECTIONS. (TYP.)2.PROVIDE TAPERED INSULATION AS REQUIRED TO SLOPE ROOFDRAINAGE TOWARDS SCUPPER/DOWNSPOUT.3.PRE-FINISHED METAL DOWNSPOUT AND SCUPPER. SEE DETAILTHIS SHEET.4.FABRIC AWNING. REFER TO WALL SECTIONS AND ELEVATIONS.5.EIFS CORNICE.6.ROOF ACCESS LADDER. SEE 1/A304.7.PRELIMINARY ROOF EQUIPMENT LOCATION. VERIFY IN STEELSHOP DRAWINGS WITH FINAL TENANT LAYOUT.8.LOW PARAPET FOR ROOF ACCESS LADDER. SEE SECTION.9.FACE OF WALL BELOW.2SCUPPER DETAIL1-1/2" = 1'-0"N
12345622'-6"TO PARAPET0'-0"FIRST FLOOR59184A3031A3042A3044A3033A3041214151741782TYPTYPTYP1717171717171818413TYP999995555TYPTYP1782TYPTYP20TYPTYPTYP66TYP666666666193TYP3TYP4TYP12345627'-0"TO PARAPET0'-0"FIRST FLOOR25'-0"TO PARAPET22'-0"TO PARAPET10'-0"TO STOREFRONT111782101336327'-0"TO PARAPET22'-0"TO PARAPET4A3023A3024A3011A3032A3023A3032A3033A3031A3022A3033A3024A3014A3021A3023A3031231133456617171717171717171'-4"1'-4"1'-4"1'-4"1'-4"1'-4"5A201TYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP1134TYPTYP17836TYP34TYP56TYPTYP1010101010108TYP666666TYPTYP8TYP66620TYP20TYPBA42517131070'-0"FIRST FLOOR10'-0"TO STOREFRONT27'-0"TO PARAPET22'-6"TO PARAPET2A3011A3014A3013A3024A302SIMSIMSIM4A303SIM1131717617174113TYP17836TYPTYPTYPTYPTYPTYPTYP1061'-4"1'-4"20TYP20TYPBA1827'-0"TO PARAPET0'-0"FIRST FLOOR22'-6"TO PARAPET10'-0"TO STOREFRONTSIM3A3011A3012A3014A3013A3024A302SIMSIM4A303SIM1'-4"4251710711317617174113TYP17836TYPTYPTYPTYPTYPTYP1061'-4"13TYP20TYP20TYP5 COURSES
8"
5 COURSES
8"
5 COURSES
8"1'-4"1'-4"8"2'-8"14'-0"TO AWNINGISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021EXTERIOR ELEVATIONSA201KEYED NOTES3EAST ELEVATION1/8" = 1'-0"4WEST ELEVATION1/8" = 1'-0"1NORTH ELEVATION1/8" = 1'-0"2SOUTH ELEVATION1/8" = 1'-0"1.BEON STONE ELEMENT OXO BLACK VENEER PANEL. SEE WALLSECTIONS.2.ARCHITECTURAL PRECAST STONE PANEL. SEE WALL SECTIONS.ROCKCAST FLAX 24X48 MODULES.3.BELDEN MODULAR TITANIUM GRAY VELOUR A BRICK VENEER. SEEWALL SECTIONS.4.EIFS CORNICE WITH METAL COPING.5.BELDEN MODULAR DUTCH GRAY VELOUR A SOLDIER COURSECAP BRICK ACCENT AND METAL COPING. UNACLAD DARKBLACK.6.BELDEN MODULAR SMOKY GRAY VELOUR A SOLDIER COURSEACCENT BRICK. SEE WALL SECTIONS.7.CANVAS AWNING. SUNBRELLA BLACK. FRAME AROUNDDOWNSPOUTS AS REQUIRED.8.DECORATIVE LED SCONCE TO MATCH ADJACENT BUILDINGS.9.TYPICAL INSULATED STEEL DOOR. SEE DOOR SCHEDULE. PAINTTO MATCH BASE STONE.10.BLACK ANODIZED STOREFRONT CLEAR LOW-E GLASS.11.EIFS CORBELS EQUALLY SPACED. TYPICAL ALL CORNICES.12.WALL MOUNT BIKE RACKS. FINISH TO BE POWDER COAT BLACK.DEPO ULTRA SPACE SAVER.13.INTERGRAL COLOR CMU. COUNTY MATERIALS GREYSTONE. SPLITFACE BLOCK ABOVE GRADE SMOOTH FACE BELOW GRADE.14.PRE-FINISHED METAL SCUPPER AND DOWNSPOUT. COLOR TOMATCH COPING. SIZING TO BE DETERMINED BY MANUFACTURER.15.ROOF ACCESS LADDER. SEE WALL SECTIONS.16.EIFS CORNICE EXTENDS AROUND BACK OF PARAPET.17.CONTROL JOINT.18.DRIVE-THRU WINDOW.19.TANK FILL BOX: CHART, PERMA WALL BOX GEN II, SURFACEMOUNT. COORDINATE FINAL LOCATION & CLEARANCES WITHTENANT.20.THIN BRICK. MITER BRICK AT CORNERS. SEE WALL SECTION.5ENLARGED TYP BRICK DETAIL1/2" = 1'-0"
93'-6"6"2'-6"61'-0"1108112016155261314261A5010'-0"FINISH FLOOR2'-0"BTM SILL12#20'-0"TO WALL5A501319'-4"TO SOLDIER COURSE 11312'-8"TO SOLDIER COURSE 12'-0"TO SOLDIER COURSE 10'-0"BO AWNING1A5022A502275261314261A5010'-0"FINISH FLOOR122'-0"TO BLOCK108312'-8"TO SOLDIER COURSE 111'-0"120161512'-0"TO SOLDIER COURSE #20'-0"TO WALL5A501319'-4"TO SOLDIER COURSE 27171'-0"11082016155261314261A5010'-0"FINISH FLOOR2'-8"BTM SILL12#20'-0"TO WALL5A501319'-4"TO SOLDIER COURSE 1112'-8"TO SOLDIER COURSE 12'-0"TO SOLDIER COURSE 2'-6"6"2'-6"61137'-0"BO AWNING1A502271'-0"1111085264716154'-0"TO STONE#1314261A5010'-0"FINISH FLOOR27'-0"TO COPING3A50227228SIM1SECTION1/2" = 1'-0"ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021WALL SECTIONSA3012SECTION1/2" = 1'-0"3SECTION1/2" = 1'-0"4SECTION1/2" = 1'-0"KEYED NOTES1.REFER TO ROOF PLAN FOR ROOF SYSTEM, TYPICAL.2.EIFS CORNICE.3.SOLIDER COURSE-MODULAR BRICK VENEER.4.ARCHITECTURAL PRECAST STONE PANEL. SEE EXTERIOR ELEVATIONSFOR JOINTS.5.CONCRETE SLAB ON GRANULAR FILL AND VAPOR BARRIER. REFERTO STRUCTURAL DRAWINGS FOR MORE INFORMATION.6.FABRIC AWNING.7.STONE PANEL. PROVIDE WATER RESISTANCE BARRIER (WRB) PERMANUFACTURER'S DETAILS.8.METAL STUD FRAMED EXTERIOR WALL. SEE STRUCTURAL DRAWINGSFOR ALL CONNECTIONS TO STRUCTURAL FRAME. FILL ALL EXTERIORWALLS WITH MINIMUM R-21 BATT INSULATION. PROVIDE 6 MILVAPOR BARRIER INTERIOR SIDE OF WALL.9.EXTRUDED ALUMINUM STOREFRONT OR CURTAINWALL FRAMING.REFER TO EXTERIOR ELEVATIONS FOR INFORMATION.10.INTERIOR 58" GYP BOARD TO DECK11.SEE STRUCTURAL DRAWINGS12.CONCRETE BLOCK VENEER. SEE ELEVATIONS. SEE STRUCTURAL FORALL FOUNDATION INFORMATION.13.2" RIGID PERIMETER INSULATION.14.POURED CONCRETE FOOTING, SEE STRUCTURAL.15.EXTERIOR SHEATHING AND AIR INFILTRATION BARRIER. AT STONELOCATIONS ONLY, USE HUNTER XCI PLY W/ 58" SHEATHING OVER 1"INSULATION.16.2" CONTINUOUS RIGID INSULATION & WEATHER BARRIER.17.DRIVE-THROUGH WINDOW. SEE DOOR SCHEDULE.18.SECURITY DOOR W/ PIANO HINGE & PADLOCK PROVISION.19.STEEL MAN DOOR. SEE DOOR SCHEDULE.20.MODULAR BRICK VENEER.21.6" STUD.22.1" DIA. LADDER RUNGS 1'-0" O.C.23.LADDER BRACKETS: BENT BAR 4"X38"X1'-0"-WELD TO UPRIGHT ATMAX 24" O.C. VERTICAL SPACING.24.38" DIA. X6" GALV. THRU BOLT W/ FLAT WASHER. TYPICAL.25.2X6 BLOCKING THIS LOCATION FOR LADDER CONNECTIONS.26.12" EXPANSION MATERIAL AND SEALANT.27.METAL STUD FRAMING. COORDINATE WITH STRUCTURAL.28.BOTTOM FLASHING DONE BY STONE SUPPLIER.
25'-0"TO COPING3'-6"6"2'-6"61'-0"111108112016153514262A5010'-0"FINISH FLOOR910'-0"TO HEAD16'-0"TO SOLDIER COURSE 21'-4"TO SOLDIER COURSE 10'-8"BO AWNING33A502SIM1A5022723'-6"6"2'-6"61'-0"11110811201615514262A5010'-0"FINISH FLOOR910'-0"TO HEAD10'-8"BO AWNING322'-0"TO WALL5A501#1A50227227'-0"TO COPING3'-6"6"2'-6"61'-0"111108112016153514262A5010'-0"FINISH FLOOR910'-0"TO HEAD16'-0"TO SOLDIER COURSE 23'-4"TO SOLDIER COURSE 3310'-8"BO AWNING33A502SIM1A50227227'-0"TO COPING3'-6"6"2'-6"61'-0"1111082016155261314261A501120'-0"FINISH FLOOR2'-0"TO BLOCK1210'-8"BO AWNING3A502SIM272ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021WALL SECTIONSA3021SECTION1/2" = 1'-0"2SECTION1/2" = 1'-0"3SECTION1/2" = 1'-0"4SECTION1/2" = 1'-0"KEYED NOTES1.REFER TO ROOF PLAN FOR ROOF SYSTEM, TYPICAL.2.EIFS CORNICE.3.SOLIDER COURSE-MODULAR BRICK VENEER.4.ARCHITECTURAL PRECAST STONE PANEL. SEE EXTERIOR ELEVATIONSFOR JOINTS.5.CONCRETE SLAB ON GRANULAR FILL AND VAPOR BARRIER. REFERTO STRUCTURAL DRAWINGS FOR MORE INFORMATION.6.FABRIC AWNING.7.STONE PANEL. PROVIDE WATER RESISTANCE BARRIER (WRB) PERMANUFACTURER'S DETAILS.8.METAL STUD FRAMED EXTERIOR WALL. SEE STRUCTURAL DRAWINGSFOR ALL CONNECTIONS TO STRUCTURAL FRAME. FILL ALL EXTERIORWALLS WITH MINIMUM R-21 BATT INSULATION. PROVIDE 6 MILVAPOR BARRIER INTERIOR SIDE OF WALL.9.EXTRUDED ALUMINUM STOREFRONT OR CURTAINWALL FRAMING.REFER TO EXTERIOR ELEVATIONS FOR INFORMATION.10.INTERIOR 58" GYP BOARD TO DECK11.SEE STRUCTURAL DRAWINGS12.CONCRETE BLOCK VENEER. SEE ELEVATIONS. SEE STRUCTURAL FORALL FOUNDATION INFORMATION.13.2" RIGID PERIMETER INSULATION.14.POURED CONCRETE FOOTING, SEE STRUCTURAL.15.EXTERIOR SHEATHING AND AIR INFILTRATION BARRIER. AT STONELOCATIONS ONLY, USE HUNTER XCI PLY W/ 58" SHEATHING OVER 1"INSULATION.16.2" CONTINUOUS RIGID INSULATION & WEATHER BARRIER.17.DRIVE-THROUGH WINDOW. SEE DOOR SCHEDULE.18.SECURITY DOOR W/ PIANO HINGE & PADLOCK PROVISION.19.STEEL MAN DOOR. SEE DOOR SCHEDULE.20.MODULAR BRICK VENEER.21.6" STUD.22.1" DIA. LADDER RUNGS 1'-0" O.C.23.LADDER BRACKETS: BENT BAR 4"X38"X1'-0"-WELD TO UPRIGHT ATMAX 24" O.C. VERTICAL SPACING.24.38" DIA. X6" GALV. THRU BOLT W/ FLAT WASHER. TYPICAL.25.2X6 BLOCKING THIS LOCATION FOR LADDER CONNECTIONS.26.12" EXPANSION MATERIAL AND SEALANT.27.METAL STUD FRAMING. COORDINATE WITH STRUCTURAL.28.BOTTOM FLASHING DONE BY STONE SUPPLIER.
3'-6"6"2'-6"61'-0"11110820161510'-8"BO AWNING22'-0"TO WALL5A501#5261314261A501120'-0"FINISH FLOOR2'-0"TO BLOCK1216'-0"TO SOLDIER COURSE 17'-8"TO SOLDIER COURSE 19'-4"TO SOLDIER COURSE 33327225'-0"TO COPING3'-6"6"2'-6"61'-0"1111082016155261314261A501120'-0"FINISH FLOOR2'-0"TO BLOCK1210'-8"BO AWNING3A502SIM2721'-0"1111085264716154'-0"TO STONE#1314261A5010'-0"FINISH FLOOR25'-0"TO COPING3A50227228SIM1'-0"1111085264716154'-0"TO STONE#1314261A5010'-0"FINISH FLOOR22'-6"TO COPING3A502228SIMSIM27ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021WALL SECTIONSA3031SECTION1/2" = 1'-0"2SECTION1/2" = 1'-0"3SECTION1/2" = 1'-0"4SECTION1/2" = 1'-0"KEYED NOTES1.REFER TO ROOF PLAN FOR ROOF SYSTEM, TYPICAL.2.EIFS CORNICE.3.SOLIDER COURSE-MODULAR BRICK VENEER.4.ARCHITECTURAL PRECAST STONE PANEL. SEE EXTERIOR ELEVATIONSFOR JOINTS.5.CONCRETE SLAB ON GRANULAR FILL AND VAPOR BARRIER. REFERTO STRUCTURAL DRAWINGS FOR MORE INFORMATION.6.FABRIC AWNING.7.STONE PANEL. PROVIDE WATER RESISTANCE BARRIER (WRB) PERMANUFACTURER'S DETAILS.8.METAL STUD FRAMED EXTERIOR WALL. SEE STRUCTURAL DRAWINGSFOR ALL CONNECTIONS TO STRUCTURAL FRAME. FILL ALL EXTERIORWALLS WITH MINIMUM R-21 BATT INSULATION. PROVIDE 6 MILVAPOR BARRIER INTERIOR SIDE OF WALL.9.EXTRUDED ALUMINUM STOREFRONT OR CURTAINWALL FRAMING.REFER TO EXTERIOR ELEVATIONS FOR INFORMATION.10.INTERIOR 58" GYP BOARD TO DECK11.SEE STRUCTURAL DRAWINGS12.CONCRETE BLOCK VENEER. SEE ELEVATIONS. SEE STRUCTURAL FORALL FOUNDATION INFORMATION.13.2" RIGID PERIMETER INSULATION.14.POURED CONCRETE FOOTING, SEE STRUCTURAL.15.EXTERIOR SHEATHING AND AIR INFILTRATION BARRIER. AT STONELOCATIONS ONLY, USE HUNTER XCI PLY W/ 58" SHEATHING OVER 1"INSULATION.16.2" CONTINUOUS RIGID INSULATION & WEATHER BARRIER.17.DRIVE-THROUGH WINDOW. SEE DOOR SCHEDULE.18.SECURITY DOOR W/ PIANO HINGE & PADLOCK PROVISION.19.STEEL MAN DOOR. SEE DOOR SCHEDULE.20.MODULAR BRICK VENEER.21.6" STUD.22.1" DIA. LADDER RUNGS 1'-0" O.C.23.LADDER BRACKETS: BENT BAR 4"X38"X1'-0"-WELD TO UPRIGHT ATMAX 24" O.C. VERTICAL SPACING.24.38" DIA. X6" GALV. THRU BOLT W/ FLAT WASHER. TYPICAL.25.2X6 BLOCKING THIS LOCATION FOR LADDER CONNECTIONS.26.12" EXPANSION MATERIAL AND SEALANT.27.METAL STUD FRAMING. COORDINATE WITH STRUCTURAL.28.BOTTOM FLASHING DONE BY STONE SUPPLIER.
#NOTE: LADDER INFORMATION SHOWNFOR GENERAL DESIGN INTENT ONLY.CONTRACTOR SHALL PROVIDE/INSTALLLADDER ASSEMBLY WHICH IS IN FULLCOMPLIANCE WITH ALL LOCAL, STATEAND FEDERAL CODES AND OSHAREGULATIONS. SUBMIT SHOP DRAWINGSFOR REVIEW.1'-0"2011085261314261223222516151A5010'-0"FINISH FLOOR17'-10"TO WALL14'-8"TO SOLDIER COURSE 311183'-6"6"2'-6"61'-0"1108201615#20'-0"TO WALL5A501319'-4"TO SOLDIER COURSE 14'-8"TO SOLDIER COURSE 10'-0"BO AWNING115261314261A501120'-0"FINISH FLOOR2'-0"TO BLOCK12327SIM3'-6"6"2'-6"61'-0"1108201615#20'-0"TO WALL5A501319'-4"TO SOLDIER COURSE 14'-8"TO SOLDIER COURSE 10'-0"BO AWNING117'-4"TO HEAD338'-0"TO SOLDIER COURSE 514262A5010'-0"FINISH FLOOR11SIM1A502SIM1927SIMISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021WALL SECTIONSA3041SECTION1/2" = 1'-0"2SECTION1/2" = 1'-0"KEYED NOTES1.REFER TO ROOF PLAN FOR ROOF SYSTEM, TYPICAL.2.EIFS CORNICE.3.SOLIDER COURSE-MODULAR BRICK VENEER.4.ARCHITECTURAL PRECAST STONE PANEL. SEE EXTERIOR ELEVATIONSFOR JOINTS.5.CONCRETE SLAB ON GRANULAR FILL AND VAPOR BARRIER. REFERTO STRUCTURAL DRAWINGS FOR MORE INFORMATION.6.FABRIC AWNING.7.STONE PANEL. PROVIDE WATER RESISTANCE BARRIER (WRB) PERMANUFACTURER'S DETAILS.8.METAL STUD FRAMED EXTERIOR WALL. SEE STRUCTURAL DRAWINGSFOR ALL CONNECTIONS TO STRUCTURAL FRAME. FILL ALL EXTERIORWALLS WITH MINIMUM R-21 BATT INSULATION. PROVIDE 6 MILVAPOR BARRIER INTERIOR SIDE OF WALL.9.EXTRUDED ALUMINUM STOREFRONT OR CURTAINWALL FRAMING.REFER TO EXTERIOR ELEVATIONS FOR INFORMATION.10.INTERIOR 58" GYP BOARD TO DECK11.SEE STRUCTURAL DRAWINGS12.CONCRETE BLOCK VENEER. SEE ELEVATIONS. SEE STRUCTURAL FORALL FOUNDATION INFORMATION.13.2" RIGID PERIMETER INSULATION.14.POURED CONCRETE FOOTING, SEE STRUCTURAL.15.EXTERIOR SHEATHING AND AIR INFILTRATION BARRIER. AT STONELOCATIONS ONLY, USE HUNTER XCI PLY W/ 58" SHEATHING OVER 1"INSULATION.16.2" CONTINUOUS RIGID INSULATION & WEATHER BARRIER.17.DRIVE-THROUGH WINDOW. SEE DOOR SCHEDULE.18.SECURITY DOOR W/ PIANO HINGE & PADLOCK PROVISION.19.STEEL MAN DOOR. SEE DOOR SCHEDULE.20.MODULAR BRICK VENEER.21.6" STUD.22.1" DIA. LADDER RUNGS 1'-0" O.C.23.LADDER BRACKETS: BENT BAR 4"X38"X1'-0"-WELD TO UPRIGHT ATMAX 24" O.C. VERTICAL SPACING.24.38" DIA. X6" GALV. THRU BOLT W/ FLAT WASHER. TYPICAL.25.2X6 BLOCKING THIS LOCATION FOR LADDER CONNECTIONS.26.12" EXPANSION MATERIAL AND SEALANT.27.METAL STUD FRAMING. COORDINATE WITH STRUCTURAL.28.BOTTOM FLASHING DONE BY STONE SUPPLIER.3SECTION1/2" = 1'-0"
STAINLESS STEEL DRIP EDGECONCRETE SIDEWALK,SEE CIVIL DRAWINGSCONCRETE BLOCK VENEERMEMBRANE FLASHING12" EXPANSION AND SEALANT 2" EXTRUDED RIGID INSULATION, PROVIDEMANUFACTURER'S JOINT TAPE.COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTSSEE STRUCTURAL DRAWINGS FOR ALL FOUNDATIONAND FOOTING INFORMATION. ALL ELEMENTS ARESHOWN HERE FOR REFERENCE ONLYCAVITY PROTECTION MATERIAL. FULL DEPTH OFCAVITY4" CONCRETE BLOCKEXTERIOR SHEATHINGVAPOR BARRIER, 58" GYP. BD.8" METAL STUD FRAMINGW/ R-21 INSULATIONALIGN INTERIOR SIDE OFSTUD FRAMING WITHINTERIOR SIDE OF CMUSEE STRUCTURAL FORALL SLAB, ANDSUBGRADEREQUIREMENTS.2" RIGID PERIMETERINSULATION. EXTENDTO BOTTOM OFFOUNDATION.FINISH FLOORSEE SECTIONSSET SILL PLATE ON POLYETHYLENE FOAM SILLGASKET (USE DOW MAN 'WEATHERMATE' FOAMGASKET.)WEEP TUBES W/ SCREENS @ 16" OC MAXCUT FLASHING OFF FLUSH W/ FACE OF MASONRYPROVIDE FLASHING MANU RECOMMENDEDTERMINATION DETAILSEE STRUCTURAL FORALL SLAB, ANDSUBGRADEREQUIREMENTS.2" RIGID PERIMETERINSULATION.EXTEND TO BOTTOMOF FOUNDATION. ATSTOREFRONTLOCATIONS, EXTENDHORIZONTALLY UNDERSLAB 4'-0" MIN.EXTRUDED ALUMINUM STOREFRONTCONTINUOUS SEALANTSHIM AS REQUIRED. PROVIDE SEALANT ANDBACKER ROD AT INSIDE AND OUTSIDE OFFRAME.SEE STRUCTURAL DRAWINGS FOR ALLFOUNDATION AND FOOTING INFORMATION.ALL ELEMENTS ARE SHOWN HERE FORREFERENCE ONLY12" EXPANSION JOINT AND SEALANTCONCRETE SIDEWALK, SEE CIVIL DRAWINGS#FINISH FLOORSEE SECTIONSEXTEND MEMBRANE UPBACK OF PARAPET,OVER NAILER ANDSECURE AT FRONT FACEOF NAILER.SHEATHING ATBACKSIDE OF PARAPET8" METAL STUD FRAMING2" EXTRUDED RIGID INSULATION, PROVIDEMANUFACTURER'S JOINT TAPE.COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTSMODULAR BRICK VENEER#PREFINISHED, PREFABRICATEDMETAL COPING WITHCONTINUOUS GALVANIZEDSEAT. ATTACHMENT METHODSAND AMOUNTS MUST BECOORDINATED WITH COPINGMANUFACTURER.SEALANTTREATED WOOD NAILER2XSLOPESOLDIER BRICK VENEERCELL VENTS @ 48" OC MAX.TO WALLSEE SECTIONS7"SLOPE6" METAL STUD FRAMINGCONTINUOUS DRIP REVEALWOOD NAILER-2X TRT'D. WOOD,CONTINUOUS, OR TWO LAYERS OFTREATED 34" PLYWOOD, STUD FRAMINGPLYWOOD SHEATHINGAT BACKSIDE OFPARAPET3"6"6"4"1'-8"1'-6"PREFINISHED, PREFABRICATEDMETAL COPING WITHCONTINUOUS GALVANIZEDSEAT. ATTACHMENT METHODSAND AMOUNTS MUST BECOORDINATED WITH COPINGMANUFACTURER.EXTERIOR SHEATHINGEIFS COMPATIBLE BACKER RODAND SEALANTEIFS SYSTEM2"2"1"112"4'-112"METAL STUDSTHIN BRICK. SEE ELEVATIONS. MITER JOINT @CORNERS.VERSETTA STONE PANEL VENEER.112"EDGE OF ROOF COPING.PRE-FINISHED/CONTNUOUS ATTACH PERMANUFACTURING REQ.#GALVANIZED FLASHING4"CONTINUOUS DRIP REVEALEIFS CORBEL BEHINDCONTINUOUS DRIP REVEAL 2" EXTRUDED RIGID INSULATION,PROVIDE MANUFACTURER'S JOINTTAPE. COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTS. ATSTONE ONLY, USE HUNTER XCI PLY W/ 58"SHEATHING OVER 1" INSULATION.##8" METAL STUDFRAMING W/ R-21INSULATIONEXTERIOR SHEATHING2" EXTRUDED RIGIDINSULATION, PROVIDEMANUFACTURER'SJOINT TAPE. COVERWITH AIR INFILTRATIONBARRIER. TAPE AIRBARRIER JOINTSCOLUMN, SEE STRUCTURAL58" GYP. BD. OVER VAPORBARRIER1'-4"8"1'-4"8"5'-4"3'-8"1'-8"1'-8"3'-8"5'-4"8"BACKER ROD ANDSEALANTALUMINUM STOREFRONTWINDOW, SEE ELEVATIONS.RUNNING BONDMODULAR BRICKAIR SPACE3 5/8 " METAL STUD FRAMINGROCK CAST VENEERSTONE PANEL BELOW.BEON STONE ABOVE.CAST STONE & BEONSTONE CORNERSTREATED 2XCONTINUOUSAIR INFILTRATIONBARRIER TO WRAP TOINTERIOR FACE OFFRAMING##1'-4"8"
5'-4"
3'-8"1'-8"1'-0"4'-4"5'-4"8" METAL STUD FRAMINGW/ R-21 INSULATIONEXTERIOR SHEATHING2" EXTRUDED RIGID INSULATION, PROVIDE MANUFACTURER'SJOINT TAPE. COVER WITH AIR INFILTRATION BARRIER. TAPEAIR BARRIER JOINTS58" GYP. BD. OVER VAPOR BARRIERCOLUMN, SEE STRUCTURAL3 5/8 " METAL STUDFRAMINGROCK CAST VENEER STONE PANELBACKER ROD AND SEALANTALUMINUM STOREFRONT WINDOW,SEE ELEVATIONS.RUNNINGBONDMODULARBRICKAIR SPACE4'-0"CAST STONE & BEONSTONE CORNERS8"#8" METAL STUD FRAMINGW/ R-21 INSULATIONEXTERIOR SHEATHING2" EXTRUDED RIGIDINSULATION, PROVIDEMANUFACTURER'SJOINT TAPE. COVERWITH AIR INFILTRATIONBARRIER. TAPE AIRBARRIER JOINTS58" GYP. BD. OVER VAPORBARRIER1'-4"8"5'-4"RUNNING BOND MODULAR BRICKAIR SPACEROCK CAST VENEERSTONE PANEL BELOW.BEON STONE ABOVE.1'-4"3 5/8 " METAL STUDFRAMINGRUNNING BOND MODULAR BRICKCAST STONE & BEONSTONE CORNERSPREFINISHED, PREFABRICATEDMETAL COPING WITHCONTINUOUS GALVANIZEDSEAT. ATTACHMENT METHODSAND AMOUNTS MUST BECOORDINATED WITH COPINGMANUFACTURER.SEALANTTREATED WOOD NAILER2XEXTEND MEMBRANE UPBACK OF PARAPET,OVER NAILER ANDSECURE AT FRONT FACEOF NAILER.SHEATHING ATBACKSIDE OF PARAPET8" METAL STUD FRAMINGSLOPE2" EXTRUDED RIGID INSULATION, PROVIDEMANUFACTURER'S JOINT TAPE.COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTSMODULAR BRICK VENEER#SOLDIER BRICK VENEERCELL VENTS @ 48" OC MAX.TO WALLSEE SECTIONSSEE STRUCTURALDRAWINGS7"1DETAIL1 1/2" = 1'-0"ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021SECTIONS AND DETAILSA5012DETAIL1 1/2" = 1'-0"3DETAIL1 1/2" = 1'-0"4DETAIL1 1/2" = 1'-0"5DETAIL1 1/2" = 1'-0"6DETAIL1" = 1'-0"7DETAIL1" = 1'-0"8DETAIL1" = 1'-0"
1'-4"FLASHINGCONCRETE BLOCK VENEER 2" EXTRUDED RIGID INSULATION, PROVIDEMANUFACTURER'S JOINT TAPE.COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTS8" METAL STUD FRAMINGW/ R-21 INSULATIONEXTERIOR SHEATHINGTREATED 2X CONTINUOUS58" GYP. BD. OVER VAPORBARRIERAIR INFILTRATION BARRIER TO WRAP TOINTERIOR FACE OF FRAMINGBACKER ROD & SEALANTWINDOW AS SCHEDULEDMODULAR BRICKBRICK TIE, VERIFY SPACINGSTEEL MASONRY DRIP EDGESTEEL PLATE. SEE STRUCTURAL DRAWINGSBACKER ROD & SEALANTWINDOW AS SCHEDULEDSHIM AS REQUIRED1'-4"MEMBRANE FLASHING 2" EXTRUDED RIGID INSULATION, PROVIDEMANUFACTURER'S JOINT TAPE.COVER WITH AIR INFILTRATIONBARRIER. TAPE AIR BARRIER JOINTSWEEP TUBES W/ SCREENS @ 16" OC MAXPROVIDE FLASHING MANU RECOMMENDEDTERMINATION DETAILCAVITY PROTECTION MATERIAL. FULLDEPTH OF CAVITYAWNING8" METAL STUD FRAMINGW/ R-21 INSULATIONEXTERIOR SHEATHINGSEE STRUCTURALDRAWINGS58" GYP. BD. OVER VAPORBARRIER1DETAIL1 1/2" = 1'-0"ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021SECTIONS AND DETAILSA5022DETAIL1 1/2" = 1'-0"
TYPE FSEE DOOR SCHEDULE SEE DOORSCHEDULETYPE FGSEE DOOR SCHEDULE SEE DOORSCHEDULE12"
DOOR HEIGHT DOORWIDTHTYPE F2SF110'-0"2'-10"EQ4'-0"4'-0"8'-8"EQBA2ABAABAASF2SF310'-0"
2'-0"EQ4'-8"3'-4"9'-4"EQ10'-0"
2'-10"EQ4'-0"6'-0"12'-8"EQDOOR WIDTHEQEQAAAAAAAAAABBBBB2214"
DOOR HEIGHT DOORWIDTHTYPE F1FIN FLOORSF4SF5SF610'-0"
2'-10"EQ4'-0"6'-0"26'-10"EQDOOR WIDTHEQEQEQEQAAAAAAAABBBBBBB2'-8"4'-4"4'-0"2113FIN FLOOR10'-0"2'-10"EQ4'-0"19'-0"EQEQEQ2DOOR WIDTHBBBBAAAAAAAAADOOR AND FINISHSCHEDULEA601ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021HARDWARE SET #013HINGES (NON PULL HINGE PINS)1PANIC BAR1HEAVY DUTY LATCH GUARD1INERCHANGEABLE CYLINDERLOCK AND HAND GRIP1LOW PROFILE THRESHOLD1SWEEP1WEATHER STRIPPING118 GA. DRIP EDGEFINISH: US26DDOOR HARDWAREDOOR TYPESNOT TO SCALEDOOR FRAME TYPESNOT TO SCALEHARDWARE SET #023HINGES1PULL1DEAD BOLT CYLINDER (COORD.CYLINDER LOCATION W/TENANT)1PUSH BAR INTERIOR1PERIMETER SEAL1LOW PROFILE THRESHOLD1CLOSER1SWEEPFINISH: US26DGLAZING TYPESA.SECTION OF GLAZING REQUIRED TO BE 1" INSULATED CLEARGLASS.B.SECTION OF GLAZING REQUIRED TO BE 1" INSULATED CLEARTEMPERED GLASS.C.SECTION OF GLAZING REQUIRED TO BE 1/4" GLASS.D.SECTION OF GLAZING REQUIRED TO BE 1/4" TEMPERED GLASS.E.SECTION OF GLAZING REQUIRED TO BE 1" INSULATED TEMPEREDGREY TINTED SPANDREL GLASS.EXTERIOR GLAZING MUST MEET THE FOLLOWING SPECIFICATIONS FORENERGY CODE COMPLIANCE:LOW "E" COATING"U" VALUE - MINIMUM OF 0.28"SHGC" VALUE - MAXIMUM OF 0.47DOOR SCHEDULEMARKDOORSIZEMATERIALGLAZINGFINISHRATINGFRAMEMATERIALFINISHRATINGHARDWAREREMARKS100FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMBLACKANODIZED-02# 1,2,4101FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMBLACKANODIZED-02# 1,2,4102FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMANODIZED-02# 1,2,4103FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMBLACKANODIZED-02# 1,2,4104FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMBLACKANODIZED-02# 1,2,4105FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF4ALUMBLACKANODIZED-05# 1,2,4106FG3'-0" X 7'-0"ALUM-BLACKANODIZED-SF5ALUMBLACKANODIZED-02# 1,2,4107F3'-0" X 7'-0"ALUM-BLACKANODIZED-SF3ALUMBLACKANODIZED-02# 1,2,4108F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3109F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3110F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3111F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3112F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3113F3'-0" X 7'-0"INSUL STEEL-PAINT-F1HMPAINT-01# 3114F3'-0" X 7'-0"SCWD-PRE-FINISH-F2KDPAINT-04-115F3'-0" X 7'-0"SCWD-PRE-FINISH-F2KDPAINT-03-116F3'-0" X 7'-0"SCWD-PRE-FINISH-F2KDPAINT-03-REMARKS:1. ALUMINUM STOREFRONT FRAMING WITH DOOR. DOOR IS RESPONSIBILITY OF ALUMINUM STOREFRONT FRAMING MANUFACTURER AND MUST BE SIZED TO FIT INTO FRAMING AS DETAILED. PROVIDE WIDE STILE DOOR, WITH MINIMUM 10" BOTTOM RAIL FOR ADA COMPLIANCE.2. SEE STOREFRONT ELEVATIONS FOR FRAME INFORMATION.3. PROVIDE INSULATED STEEL DOOR AND FRAME. PAINT TO MATCH ADJACENT MATERIALS. COLOR TO BE SELECTED BY ARCHITECT.4. GLAZING IN EXTERIOR DOOR TO BE TEMPERED INSULATED GLASS SIMILAR TO GLAZING TYPE B.A.ALL PRE-FINISHED WOOD DOORS SHALL BE SOLID CORE WITHWOOD VENEER, MARSHFIELD OR EQUIVALENT. PROVIDE FINISHSAMPLE AND DOOR CONSTRUCTION DIAGRAM FOR APPROVALAND HARDWARE BLOCKING COORDINATION. VENEER TO BEWHITE BIRCH OR MAPLE, FREE OF DARK GRAINS UNLESSOTHERWISE NOTED.B.WOOD DOORS SHALL ONLY BE INSTALLED IN CONDITIONEDSPACE.C.ALL HARDWARE TO BE MINIMUM 6 PIN BEST COMPATIBLE SYSTEM.COORDINATE KEYING WITH OWNER.D.TEMPERED AND ANNEALED GLASS TO BE CLEANED PERMANUFACTURER REQUIREMENTS. NYLON CLOTH METHODSPREFERRED. DO NOT USE RAZOR BLADES ON GLASS.E.GLASS AROUND DOORS AND IN DOORS SHALL BE TEMPEREDUNLESS OTHERWISE NOTED IN ELEVATIONS.F.ANY RATED DOORS TO HAVE LABEL INSTALLED IN JAMB.G.ALL EXITS DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OFTHE ANSI 117.1 2009.H.INSTALL OWNER PROVIDED ADA COMPLIANT RESTROOMSIGNAGE, VERIFY WITH ARCHITECT.GENERAL DOOR ANDGLAZING NOTESKEYED NOTES1.OPENING REQUIRED FOR DOOR OR PAIR OF DOORS-SEE FLOORPLAN FOR DOOR NUMBER, SWING ETC. REFER TO DOORSCHEDULE FOR DOOR SIZES THAT WILL DETERMINE OPENINGREQUIRED. DOORS ARE RESPONSIBILITY OF STOREFRONTFRAMING MANUFACTURER AND MUST COMPLY WITH ALL STATEAND LOCAL ADA CODE REQUIREMENTS.2.4 12" X 2" EXTRUDED ALUMINUM STOREFRONT FRAMING SYSTEM.TYPICAL ALL STOREFRONT UNLESS OTHERWISE NOTED. SEESCHEDULE FOR FINISH. SUPPLIER TO VERIFY WIND LOADCALCULATIONS AND VERIFY STOREFRONT CONDITION. SHOULDCURTAIN WALL BE REQUIRED, PLEASE NOTIFY ARCHITECT. YKKOR EQUAL.3.DRIVE-THRU WINDOW. MAKE & MODEL TO BE DETERMINED BYTENANT PLANS.HARDWARE SET #033HINGES1PRIVACY LOCKSET1DOOR STOP1CLOSER3MUTESFINISH: US26DHARDWARE SET #043HINGES1PASSAGE SET3MUTES1DOOR STOPFINISH: US26DHARDWARE SET #056HINGES1PULL1DEAD BOLT CYLINDER (COORD.CYLINDER LOCATION W/TENANT)2PUSH BAR INTERIOR1PERIMETER SEAL2LOW PROFILE THRESHOLD2CLOSER2SWEEPFINISH: US26D
VERIFY W/ CIVIL PLANS8'-0"COPING TO MATCH BUILDINGFIELD BRICK - MATCH BUILDINGFIELD COLORCEDAR SLATE GATE STAINEDTO MATCH EIFS CORNICE ONBUILDING8'-0"VERIFY W/ CIVIL PLANSBRICK SOLDIER - MATCHBUILDING ACCENT COLOR6x6x516", GALVANIZED STEEL TUBE FILLED WITH CONCRETE. PAINT INCOLOR AS CHOSEN BY ARCHITECT. WELD ON WATERPROOF TOPCAP IN SAME THICKNESS STEEL. HOLD 14" OFF FACE OF CMU. SEE DETAIL#14 FOR BASE PLATE INFO.GATE FRAMES TO BE; 2X2X316" TUBES ON INSIDE OFWOOD FACING. SHOP WELD ALL CONNECTIONS.PAINT TUBE STEEL FRAMES WITH TWO COATS OFRUST INHIBITING PAINT IN DARK BROWN COLOR.GROUT SOLID-TYP EACH JAMBTYPICAL ENTIRE GATE 2X2X316TUBE STEEL.INDUSTRIAL STRAP HINGE. CATALOGUE #434-P292 ASMANU. BY RICHARD-WILCOX HARDWARE. 3 PER GATEREQUIRED. VERIFY GRADES ON SITE AS WEDGE TYPEHINGES MAY BE REQUIRED TO CLEAR POSITIVE GRADE.S.S. MASONRY ANCHORS AT16"O.C. VERTICALLY.TYPICAL ENTIRE GATE 1X8ROUGH SAWN CEDAR.ATTACH VERTICAL CEDAR PLANKS TO FRAMEWITH 2, 38"DIA THRU BOLTS AT EACH HORIZONTALMEMBER. PAINT ALL WOOD PARTS OF GATE WITH2 COATS OF CLEAR WOOD PRESERVATIVE.ALL STEEL PARTS OF GATE AND ALL GATEHARDWARE TO BE GALVANIZED.PROVIDE CONT SEALANT AT BOTH SIDES ANDTOP.1'-4"PROVIDE CONT SEALANT OVERBACKER ROD THIS ENTIRE JOINT.212"8" CMU. PAINT THE INSIDE FACE TOMATCH FINISH ON THE ADJACENTCMU BUILDING WALLS.8'-0" TO TOP OF MASONRY
4"
12"312"12" EXPANSION MATERIAL.MODULAR FACE BRICK TO MATCHTHAT USED AT ADJACENTBUILDING.1'-0"GROUT CAVITY AND ALL BRICKBELOW GRADE SOLID.8" CMU WITH #6 VERTICAL AT MAX OF 16"O.C.. GROUT CORES SOLID ATREINFORCING LOCATIONS. EXTENDREINFORCING TO BOTTOM OF FOOTINGAND HOOK AROUND MAT STEEL.COORDINATE REINFORCING WITHSTRUCT. ENG.SEE WALL SECTION DETAILS FOR SIMILARMASONRY ACCESSORIES REQ'D.2'-0"2'-4"
318" CLEAR2-#5HORIZ TRUSS REIN @ EVERY OTHERCOURSE.SOLDIER COURSE. ACCENT BRICKCOLOR.SEE CIVIL PLANSVERIFY SPREAD FOOTING ON SITEW/ FINAL UTILITY LOCATIONS.CONTACT ARCHITECT FORCOORDINATION SHOULDLOCATION CONFLICTS OCCUR.PREFINISHED, PREFABRICATED METALCOPING WITH CONTINUOUSGALVANIZED SEAT. ATTACHMENTMETHODS AND AMOUNTS MUST BECOORDINATED WITH COPINGMANUFACTURER.BACKER ROD AND SEALANTSLOPETREATED WOOD NAILER, 1 LAYEROF TREATED 34" PLYWOODVERIFY W/ CIVIL PLANS12'-0"1'-4"PROVIDE THREE PAINTED (YELLOW),GALVANIZED STEEL BOLLARDS AT 6"DIA WITH TOP AT 4'-0" ABOVE TOP OFCONCRETE INSIDE ENCLOSURE. FILLWITH CONCRETE OR SAND THENCONCRETE AND ROUND OFF TOPS.1'-4"4A7013A701ISSUEDATE200275THIS DRAWING AND THE IDEAS, DESIGNSAND CONCEPTS CONTAINED HEREIN ARETHE EXCLUSIVE INTELLECTUAL PROPERTYOF CURRAN ARCHITECTURE, AND ARE NOTTO BE USED OR REPRODUCED, WHOLE ORIN PART, WITHOUT THE WRITTENCONSENT OF CURRAN ARCHITECTURE.COPYRIGHT 2021, CURRAN ARCHITECTURECPROJECT INFORMATIONCERTIFICATIONISSUE DATESF :: 317 . 288 . 0753O :: 317 . 288 . 0681INDIANAPOLIS, IN 462165719 LAWTON LOOP E. DR. #212JDF DEVELOPMENTTHE AVENUEAT BENNETT FARMMULTI-TENANT BUILDING11100 N. MICHIGAN ROADCARMEL, INDIANA46077PERMIT SET02.25.2021DUMPSTER DETAILSA7011DUMPSTER ELEVATIONS1/8"=1'-0"2DUMPSTER PLAN1/8"=1'-0"3DUMPSTER DETAIL1 1/2"=1'-0"4DUMPSTER SECTION3/4"=1'-0"