HomeMy WebLinkAboutA010.4AB123456123456106VACANT105GARBANZO104RESTORE 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"
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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