HomeMy WebLinkAboutChuck Morgan 48x56x26 24X36 C (1).pdf2
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8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"
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10X12 OVERHEAD DOOR 10X12 OVERHEAD DOOR
28
"
X
4
8
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H
28
"
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4
8
"
D
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28"X48" DH28"X48" DH
28"X48" DH
UP
(30) RISERS @ 6 15/16"
(29) TREADS @ 11 1/4"
4'
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0
"
4' - 0"
3068
30
6
8
FINISHED FLOOR
0' - 0"
TRUSS A
26' - 0"
T.O. FOOTING
-2' - 6"
B.O. FOOTING
-3' - 4"
26GA G-RIB METAL SIDING
2X4 SIDE GIRTS @ 24" O.C.
3-PLY 2X8 LAMINATED
COLUMNS @ 8'-0" O.C.
6" CONCRETE SLAB
2ND FLOOR
17' - 4 3/4"
8'
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7
1
/
4
"
17
'
-
4
3
/
4
"
MEAN ROOF
HEIGHT
33' - 0"
1/2" RIGID INSULATION
10"X30" CAST-IN-PLACE
CONCRETE WALL
24"X10" CAST-IN-PLACE
CONCRETE FOOTING
6 1/4"
12"
STR. BRG
16' - 0"
1 4 ' - 3 5 /8 "
1 5 ' - 0 1 /8 "
26GA G-RIB METAL ROOFING
OVER 2X4 ROOF PURLINS
@ 24" O.C.
1/2" RIGID INSULATION
WOOD I-JOISTS PER
MANUFACTURERS SPECS
3/4" SUB-FLOOR
1" RIGID INSULATION
LSL HEADER
2-PLY PRE-ENGINEERED
WOOD TRUSSES @ 96" O.C.
39
'
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7
5
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8
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A1
3
11' - 0"10' - 0"16' - 0"10' - 0"9' - 0"
OP
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B
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W
43' - 7"
42
'
-
1
0
1
/
2
"
DOWN
FINISHED FLOOR
0' - 0"
T.O. FOOTING
-2' - 6"
B.O. FOOTING
-3' - 4"
2X4 SIDE GIRTS @ 24" O.C.
6" CONCRETE SLAB
10"X30" CAST-IN-PLACE
CONCRETE WALL W/ #4
VERTICAL REBAR @
24" O.C. & (2) ROWS OF
#4 REBAR
24"X10" CAST-IN-PLACE
CONCRETE FOOTING
W/ #4 HORIZONTAL REBAR
@ 24" O.C. & (2) ROWS OF
# 4 REBAR
1" RIGID INSULATION
4-PLY 2X8 LAMINATED COLUMN
WET SET COLUMN BRACKET
DRAWN:
CHECKED:
1
2
3
4
5
DATE:
FO
R
COPYRIGHT 2011 GRABER POST BUILDINGS. THE
DRAWINGS, DESIGN INTENT AND CONCEPTUAL
DATA CONTAINED IN THESE DOCUMENTS ARE THE
PROPERTY OF THE DESIGNER AND ARE
PROTECTED UNDER FEDERAL COPYRIGHT LAWS.
ANY RE-USE OR REPRODUCTION OF THESE
DOCUMENTS REQUIRES WRITTEN CONSENT FROM
THE DESIGNER.
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A1
FLOOR PLAN
NE
W
B
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DLS
10-13-15
3/16" = 1'-0"1 FLOOR PLAN
REV DATE DESCRIPTION
3/16" = 1'-0"2 TRANSVERSE SECTION A
3/16" = 1'-0"4 2ND FLOOR
1/2" = 1'-0"3 FOOTING DETAIL
FINISHED FLOOR
0' - 0"
TRUSS A
26' - 0"
6 1/4"
12"
2ND FLOOR
17' - 4 3/4"
MEAN ROOF
HEIGHT
33' - 0"
STR. BRG
16' - 0"
FINISHED FLOOR
0' - 0"
TRUSS A
26' - 0"
2ND FLOOR
17' - 4 3/4"
MEAN ROOF
HEIGHT
33' - 0"
STR. BRG
16' - 0"
FINISHED FLOOR
0' - 0"
TRUSS A
26' - 0"
2ND FLOOR
17' - 4 3/4"
MEAN ROOF
HEIGHT
33' - 0"
STR. BRG
16' - 0"
FINISHED FLOOR
0' - 0"
TRUSS A
26' - 0"
2ND FLOOR
17' - 4 3/4"
MEAN ROOF
HEIGHT
33' - 0"
STR. BRG
16' - 0"
DRAWN:
CHECKED:
1
2
3
4
5
DATE:
FO
R
COPYRIGHT 2011 GRABER POST BUILDINGS. THE
DRAWINGS, DESIGN INTENT AND CONCEPTUAL
DATA CONTAINED IN THESE DOCUMENTS ARE THE
PROPERTY OF THE DESIGNER AND ARE
PROTECTED UNDER FEDERAL COPYRIGHT LAWS.
ANY RE-USE OR REPRODUCTION OF THESE
DOCUMENTS REQUIRES WRITTEN CONSENT FROM
THE DESIGNER.
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A2
ELEVATIONS
NE
W
B
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DLS
10-13-15
REV DATE DESCRIPTION
1/8" = 1'-0"1 EAST ELEVATION
1/8" = 1'-0"2 WEST ELEVATION
1/8" = 1'-0"3 NORTH ELEVATION
1/8" = 1'-0"4 SOUTH ELEVATION
1/8" = 1'-0"5 PERSPECTIVE B
1/8" = 1'-0"6 PERSPECTIVE A