HomeMy WebLinkAboutA3.1-1303-REV1 100313.pdfTOP OF FLR SLAB
0'-0" A.F.F.
24'-0" A.F.F.
TOP PARAPET
STONE BAND. SEE ELEVATION
2x8 WOOD STUD W/ 5/8" DRYWALL ON
THE INTERIOR SIDE & EXTERIOR
SHEATHING.
WALL INSULATION R = 25. (SEE FLOOR
PLANS FOR LOCATIONS)
METAL WALL CAP
2X10 CONT. BLOCKING
TURN MEMBRANE ROOFING UP
PARAPET WALL AND UNDER METAL
WALL CAP
PLYWOOD EXTERIOR SHEATHING
EXTENDS ABOVE ROOF
MEMBRANE ROOFING OVER PLYWOOD
ROOF DECKING
2x4 OUTRIGGER FASTEND TO EACH
STUD
2x6 CONTINUOUS
TOP OF MEZZ. FLR.
11'-8" A.F.F.
25 8"
BRICK SOLDIER COURSE
STONE VENEER
STONE ACCENT SQUARE BEYOND (SEE
ELEVATIONS)
STONE ACCENT SQUARE BEYOND (SEE
ELEVATIONS)
AIR GAP AS SHOWN.
BRICK VENEER W/ TIES
25 8"
AIR GAP AS SHOWN.
BRICK VENEER W/ TIES
CONT. 2x8 PLATE
DOUBLE 2X TOP PLATE @ FLOOR JOIST
BEARING POINT
TREATED WOOD 2x8 SILL PLATE
1'-112"
20'-2 5/8" A.F.F.
JOIST BEARING
OPEN WEB WOOD JOISTS. SEE
FRAMING PLAN
ROWLOCK BRICK COURSE.
STONE BAND
63 4"63 4"
14
'
-
8
"
2'
-
8
"
8"
RIGID-ROOF INSULATION PANEL (R=25)
COMPOSED OF A CLOSED-
CELL POLYISOCYANURATE FOAM CORE
BONDED ON EACH SIDE TO FIBER-
REINFORCED FACERS. (TYP. ALL WALL
SECTIONS UNLESS NOTED OTHERWISE)
RIGID FOUNDATION INSULATION R = 10.
(TYP. ALL WALL SECTIONS UNLESS
NOTED OTHERWISE)
3'
-
0
"
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W
A
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T
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W
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)
SEE FOUNDATION DETAILS FOR
ADDITIONAL INFORMATION (TYP. ALL
WALL SECTIONS UNLESS NOTED
OTHERWISE)
TOP OF FLR SLAB
0'-0" A.F.F.
OPEN WEB WOOD JOISTS. SEE
FRAMING PLAN
2x8 WOOD STUD W/ 5/8" DRYWALL ON
THE INTERIOR SIDE & EXTERIOR
SHEATHING.
METAL WALL CAP
2X10 CONT. BLOCKING
TURN MEMBRANE ROOFING UP
PARAPET WALL AND UNDER METAL
WALL CAP
PLYWOOD EXTERIOR SHEATHING
EXTENDS ABOVE ROOF
MEMBRANE ROOFING OVER PLYWOOD
ROOF DECKING 2x6 CONTINUOUS
ROWLOCK BRICK COURSE.
STONE SILL.
CONT. 2x8 PLATE
HEADER W/ 2X4 AND BLOCKING AS
REQ'D.
TREATED WOOD 2x8 SILL PLATE
24'-0" A.F.F.
TOP PARAPET
15 8"
25 8"
AIR GAP AS SHOWN.
STEEL ANGLE
20'-2 5/8" A.F.F.
JOIST BEARING
10
'
-
0
3
4"
4'
-
7
1
4"
4'
-
5
3
4"
14
'
-
8
"
4"4"
STEEL ANGLE
CORRUGATED METAL CANOPY. FRAME
FASTENED TO THE BUILDING AS REQ'D
11
'
-
4
"
8"
8"
8'
-
0
"
8"
8"
ALUMINUM & GLASS OVERHEAD DOOR
1/2" GLASS, TEMPERED, U-VALUE = 0.549
ALUMINUM STOREFRONT WINDOW WITH
DOUBLE PANE GLASS, U-VALUE = 0.480
(TYPICAL ALL WALL SECTIONS UNLESS
NOTED OTHERWISE)
25 8"
WALL INSULATION
26'-0" A.F.F.
TOP PARAPET
TOP OF FLR SLAB
0'-0" A.F.F.
OPEN WEB WOOD JOISTS. SEE
FRAMING PLAN
2x8 WOOD STUD W/ 5/8" DRYWALL ON
THE INTERIOR SIDE & EXTERIOR
SHEATHING.
WALL INSULATION
METAL WALL CAP
2X10 CONT. BLOCKING
TURN MEMBRANE ROOFING UP
PARAPET WALL AND UNDER METAL
WALL CAP
PLYWOOD EXTERIOR SHEATHING
EXTENDS ABOVE ROOF
MEMBRANE ROOFING OVER PLYWOOD
ROOF DECKING 2x6 CONTINUOUS
TOP OF MEZZ. FLR.
11'-8" A.F.F.
25 8"
AIR GAP AS SHOWN.
CONT. 2x8 PLATE
TREATED WOOD 2x8 SILL PLATE
24'-0" A.F.F.
TOP PARAPET
15 8"
HEADER W/ 2X4 AND BLOCKING AS
REQ'D.
STEEL ANGLE
25 8"
VARIES
TOP JOIST
ROWLOCK BRICK COURSE.
STONE SILL.
63 4"63 4"
10
'
-
0
3
4"
4'
-
7
1
4"
4'
-
5
3
4"
14
'
-
8
"
2'
-
7
3
8"
7'
-
5
3
8"
11
'
-
4
"
8"
8"
8'
-
0
"
8"
8"
3/4"=1'-0"
WALL
SECTION A3.1
WALL SECTIONS
3/4"=1'-0"
WALL
SECTION
VILLAGE OF WEST CLAY
CARMEL, INDIANA
SHEET HISTORY
ISSUE DATE
MARK
CHECKED BY
DRAWN BY
PROJECT NO.
DRAWING
BAB
BAB
1303 SHEET
DATE
STAMP
ARCHITECT
PROJECT
THIS
SHT.
REV.DESCRIPTION
08.27.13
a s s o c i a t e s
i n c o r p o r a t e d
A B
BAB Associates Architecture, Inc.
733 Emerson Road
Carmel, Indiana 46032
317.508.1216 ph
babassoc@gmail.com
STATE SUBMITTAL07.01.13
PLAN REVISIONS08.27.13
STATE SUB REVS10.03.13
3/4"=1'-0"
WALL
SECTION