HomeMy WebLinkAboutA3.2-1303-REV1 100313.pdfTOP OF FLR SLAB
0'-0" A.F.F.
STONE BAND. SEE ELEVATION
OPEN WEB WOOD JOISTS. SEE
FRAMING PLAN
2x6 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
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.
STONE SILL. SEE ELEVATION
BRICK VENEER W/ TIES
PLYWOOD FLOOR DECKING
MEZZANINE FLOOR JOISTS
CONTNUOUS BAND BOARD
2x6 WOOD STUD W/ 5/8" DRYWALL ON
THE INTERIOR SIDE & EXTERIOR
SHEATHING.
25 8"
AIR GAP AS SHOWN.
BRICK VENEER W/ TIES
22'-8 3/8" A.F.F.
TOP JOIST
CONT. 2x6 PLATE
DOUBLE 2X TOP PLATE @ FLOOR JOIST
BEARING POINT
TREATED WOOD 2x6 SILL PLATE
24'-0" A.F.F.
TOP PARAPET
ROWLOCK BRICK COURSE.
STONE BAND
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)
WALL INSULATION R = 21. (SEE FLOOR
PLANS FOR LOCATIONS)
RIGID FOUNDATION INSULATION R = 10.
(TYP. ALL WALL SECTIONS UNLESS
NOTED OTHERWISE)
3'
-
0
"
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SEE FOUNDATION DETAILS FOR
ADDITIONAL INFORMATION (TYP. ALL
WALL SECTIONS UNLESS NOTED
OTHERWISE)
WALL INSULATION R = 21. (SEE FLOOR
PLANS FOR LOCATIONS)
TOP OF MEZZ. FLR.
11'-8" A.F.F.
MEZZANINE FLOOR JOISTS
OPEN WEB WOOD JOISTS. SEE
FRAMING PLAN
PLYWOOD FLOOR DECKING
2x4 WOOD STUDS WITH 5/8" DRYWALL
ONE SIDE ONLY.
DOUBLE 2X TOP PLATE
2x6 WOOD STUDS WITH 5/8" DRYWALL
BOTH SIDES.
1 1/2" BLACK PIPE IRON PIPE RAILING:
A.) TOP RAIL
B.) VERTICAL POSTS @ 6'-0" O.C.
C.) BOTTOM RAIL
D.) REQ'D ELBOWS, TEES, 90'S ETC.
FABRIC INFIL PANEL BETWEEN
VERTICALS AND TOP / BOTTOM RAILS
WOOD
TRIM
CONTINUOUS BAND
BOARD
BLOCKING BETWEEN
FLOOR JOISTS AT
RAILING VERTICALS
2'-65 8"
CANTILEVER FLOOR JOISTS
BACK BAR CABINETRY BY OWNER
DOUBLE 2X TOP PLATE
TOP OF FLR SLAB
0'-0" A.F.F.
TREATED WOOD 2x6 SILL PLATE
1'-0"1'-0"
3/4"=1'-0"
WALL
SECTION A3.2
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