HomeMy WebLinkAbout19-110A40924'-0"12'-0 3/8"10'-0 3/4"7 5/8"7 5/8"16'-0"
14'-8 3/4"
7 5/8"7 5/8"
15'-4 3/8"7 5/8"24'-0"4"7 5/8"3'-8 3/8"3'-2"12'-4"4"7 5/8"2x10 RO
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8'-0"
9'-4"
9'-4"8" CMU BOND BEAM WITH (2)#5 REBARS AT BOTTOMDOUBLE 2x10 BAND BOARDS WITHEXPANSION ANCHORS AT 2'-0" O.C.STAGGERED2x10 ROOF JOISTS AT 16" O.C.WITH JOIST HANGERS ATBOTH ENDSCONTINUOUS PRESSURETREATED 2x8 PLATEANCHORED INTO CMU BLOCKCONTINUOUS HORIZONTALREINFORCEMENT AT 16" O.C.VERTICALLYCONTINUOUS CONCRETE FOOTINGWITH (2) #5 CONTINUOUS REBARSAT BOTTOM1'-0"2'-0"CONTINUOUS 1/2" EXPANSIONJOINT AROUND CONCRETE SLABPERIMETER (TYPICAL)3/4" OSB ROOF DECKINGWITH "H" CLIPSROOFING MEMBRANE ON MINIMUM1 1/2" RIGID INSULATION4" REINFORCED CONCRETESLAB WITH 6"x6" 10/10W.W.M. ON CHAIRSEXTEND ROOFING MEMBRANEUP AND OVER PARAPET WALLPROVIDE TERMINATIONBARS WHERE REQUIRED8" REINFORCED CONCRETESLAB (SEE CIVIL DRAWINGSFOR DETAILS)3'-10"
(TYPICAL)
3'-2"
(TYPICAL)6" DIAMETER STEEL PIPE BOLLARDFILLED WITH CONCRETE ANDTOPPED WITH A HALF MOONCONCRETE CAP (TYPICAL)1'-6"CONCRETE COLD JOINT ATALL CONCRETE BOLLARDSCONTINUOUS 1/2" EXPANSIONJOINT AROUND CONCRETE SLABPERIMETER (TYPICAL)PREFORMED AND PREFINISHEDALUMINUM DOWN SPOUT ANDGUTTER SYSTEM (TYPICAL)CONTINUOUS METAL FLASHINGDRIP EDGECONTINUOUS METAL COPING(MATCH FINISH COLOR)PAINT ALL INTERIOR CMUSURFACES AND METAL PIPEBOLLARDS (TYPICAL)HSS 8" DIAMETER STEELGATE POST WITH 18"DIAMETER PIERS WITH (4)#5 REBARS VERTICALAND #3 REBAR TIES AT 16"O.C.8" REINFORCED CONCRETESLAB (SEE CIVILDRAWINGS FOR DETAILS)20'-0" (MINIMUM)MATCH GATE OPENING PLAN WIDTHELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALLELEV. 96'-4"BTM/FOOTING3'-8"9'-5 1/2"6" DIAMETER STEEL PIPEBOLLARD FILLED WITHCONCRETE AND TOPPEDWITH A HALF MOONCONCRETE CAP ( 6TOTAL)PAINT ALL INTERIOR CMUSURFACES AND METAL PIPEBOLLARDS (TYPICAL)8" REINFORCED CONCRETESLAB (SEE CIVILDRAWINGS FOR DETAILS)6'-0"FROST PROOF HOSE BIB(TYPICAL)3'-0"6'-0"EQUALEQUALCLCLCLCL6'-0"3'-0"CLCL9"2'-0"CLCL 2'-0"CL9"CL9"CL9"CLDUMPSTER (TYPICAL)CONCRETE CONTROL JOINTS(TYPICAL)8"CL 8"CL4"WELDED AND PAINTEDMETAL GATE FRAME WITHPAINTED T-11 SIDING ANDHEAVY DUTY HINGESCONTINUOUS CONCRETEFOOTING WITH (2) #5CONTINUOUS REBARS ATBOTTOM4" REINFORCED CONCRETESLAB WITH 6"x6" 10/10W.W.M. ON CHAIRSCONTINUOUS CONCRETEFOOTING WITH (2) #5CONTINUOUS REBARS ATBOTTOMSLOPESLOPE SLOPE
(2) <3 1/2" x 3 1/2" x 5/16"STEEL ANGLES WITH 6" ENDBEARING AT EACH ENDSEALED CONCRETEFLOOR (TYPICAL)18" DIAMETER STEEL PIPECONCRETE FOOTING(TYPICAL)ELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALL9'-5 1/2"CONTINUOUS METAL COPING(MATCH FINISH COLOR)PAINT ALL INTERIOR CMUSURFACES (TYPICAL)WELDED AND PAINTEDMETAL GATE FRAME WITHPAINTED T-11 SIDING ANDHEAVY DUTY HINGESELEV. 100'-0"T/FINISH FLOORELEV. 109'-5 1/2"T/WALL9'-5 1/2"PROVIDE DROP PIN LOCKS(TYPICAL)SCALE: 1/2" = 1'-0"1DUMPSTER PLAN(SEE SITE PLAN)SCALE: 1/2" = 1'-0"3DUMPSTER ELEVATIONGATE ELEVATIONSCALE: 1/2" = 1'-0"4DUMPSTER SECTIONSLOPESLOPECONTINUOUS METAL COPING(MATCH FINISH COLOR)SCALE: 1/2" = 1'-0"2DUMPSTER ELEVATIONTYPICAL SIDE ELEVATION4A409SLOPE 2A4093A409HSS 8" DIAMETER STEELGATE POST WITH 18"DIAMETER PIERS WITH (4)#5 REBARS VERTICALAND #3 REBAR TIES AT16" O.C.BRICK FINISH (MATCH FIRSTFLOOR)3'-2"BRICK FINISH (MATCH FIRSTFLOOR)BRICK FINISH (MATCH FIRSTFLOOR)BRICK FINISH (MATCH FIRSTFLOOR)BRICK FINISH (MATCH FIRSTFLOOR)CONTINUOUS METAL COPING(MATCH FINISH COLOR)IF THE HOTEL DOES NOT PLAN TOPARTICIPATE IN IHG's GREEN ENGAGEENVIRONMENTAL PROGRAMS, IT ISACCEPTABLE TO ELIMINATE THE SECOND(RECYCLING) DUMPSTER FROM THE TRASHENCLOSUREThese drawings are the property of Maust Architectural Services and may not be reprinted, copied
or reused in any manner without the expressed written consent of Maust Architectural Services.
GENERAL NOTESMAUST
ARCHITECTURAL
SERVICES
GOSHEN, INDIANA 46526
PHONE (574) 537-8500
FAX (574) 537-0808
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* Planners
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* Rule 5 and MS4 Filing
L.E.M., INC.DATE : 07/02/19JOB NO. :SHEET:MAS-19-110CARMEL, INAVIDNAME:REVISIONS :-ALTHOUGH DRAWINGS ARE DRAWN TO SCALE, THE
ACCURACY OF THE DRAWING CANNOT BE
GUARANTEED DUE TO DISCREPANCIES IN THE METHODS
OF REPRODUCTION. DIMENSIONS SHOULD BE DERIVED
FROM DIMENSIONED PLANS.
-ALL DIMENSIONS, ROUGH OPENING SIZES, AND
ELEVATION MARKERS MUST BE FIELD VERIFIED BY THE
GENERAL CONTRACTOR. MAUST ARCHITECTURAL
SERVICES SHALL NOT BE HELD RESPONSIBLE FOR ANY
DIMENSIONAL DISCREPANCIES WHICH HAVE NOT BEEN
BROUGHT TO THEIR ATTENTION PRIOR TO
CONSTRUCTION.SHEET SIZE 24x36AN IHG HOTELA409DUMPSTER PLANS, SECTIONS,AND ELEVATIONS7/2/2019 9:35:31 AM