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NEW PARAPET CAP,TREATED
WOOD BLOCKMG & ROOF
MEMBRANE, SEAM BACK INTO
EXISTING MEMBRANE.
EXISTING MEMBRANE
ROORNG Fc PULY-150
MSI�LATION
EXISTING CORRUGATEG
METAL DECKING�
SEE STRUCTURAL FOR SHEAR
CONNECTION DETAIL
EXISTING OPEN WEB
STEEL BAR JOIST
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BAR JOISi
NEw OVERHEAD DOOR TRACK,
MAXIMIZE CLEAR HBGHT
CORE—FlLL 500 WSULATION
ASSEMBLY R-20 (TYP)
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EXISTING CAST CONCRETE
WALL PANELS TO REMAIN
EXISTING CONCRETE
FLOOR TO REMAIN �
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� CHARACTER & CONTOUR i0
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EXISTING MEMBRANE ROOFlNG
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EXISTING CORRUGATED METAL
DECKING
CIOWEL FLOOR & APRON TOGETHER
UNDER ALL OPENINGS W� $5 � 24'
4" CONCRETE WITH 6X6 10�10 W.W.F.
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SCALE: 3/4"=7'-0"
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NEW PARAPET CAP,TREATED
WOOD BLOCKING & ROOF
MEMBRANE, SEAM BACK INTO
EXISTING MEMBRANE.
118'-0"
T.0- BLOGK WALL
117'-4"
T.O. BOND BEAM
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TYPICAL WEST WALL
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MORTAR NET INSTALLED
PER MFR S
NSTRUCTIONS. ALL
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BASE OF WALL
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4 WALL SECTION
SCALE: 3/4"=1'-0"
see FOR uNre�
SCHEDULE
110'-0'
T.O. OVERHEAD DOOR
EXTERIOR
LIGHi, SEE
ELECTRICAL
SEE STRUCTURAL
FOR WALL
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T.O. WALL
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FURRING & BFS
OVER EXISTING WALL
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City of Carmel
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DATE: Qrj�29�20
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US Architects
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Q START DATE2�10�202
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PLOT INFORMATION
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SCALE: 7/8"=7'-0"