HomeMy WebLinkAboutS405 121103.pdfA
VENEER - SEE ARCH
GRADE OR PAVEMENT
4" SOLID CMU
CFS WALL
ANCHOR ROD
CONC SLAB BY
TENANT
1/2" EXP JT MAT'L
8" KO BOND BM w/
(2) #5 CONT
WALL FTG (WF)
REINFORCING
CENTERLINE OF
FTG
2" RIGID INSULATION
SEE ARCH
#5 DOWEL @ 4'-0" OC
5"
SHEATHING
7 5/8"
2 3/4"
3 5/8"
A
VENEER - SEE ARCH
GRADE OR PAVEMENT
4" SOLID CMU
CFS WALL
ANCHOR ROD
CONC SLAB BY
TENANT
1/2" EXP JT MAT'L
8" KO BOND BM w/
(2) #5 CONT
WALL FTG (WF)
REINFORCING
CENTERLINE OF
FTG
2" RIGID INSULATION
SEE ARCH
#5 DOWEL @ 4'-0" OC
ALING FACE OF CFS FRAMING
w/ CMU BELOW
ADDITION 2x FRAMING AND
SHEATHING AT WALL BUMP
OUT (TYP)
(2) ANCHOR RODS AT
WALL BUMP OUT SILL
PLATE (TYP)
(2) #5 DOWEL @ BUMP OUT
6" KO BOND BM w/
(1) #5 CONT
5"1' - 4"
4" SOLID CMU
SITE PAVEMENT
SEE CIVIL
1/2" EXP JT MAT'L
WALL FTG (WF)
REINFORCING
CENTERLINE OF
FTG
2" RIGID INSULATION
SEE ARCH
CONC SLAB
BY TENANT
x#5 @ 4'-0" OC1'-6"
1'-
6
"
1/2" EXP JT MAT'L
STOREFRONT
SEE ARCH
EQUAL EQUAL
A
T/STL +19' - 1 1/2"
PLAN
SEE
T/PARAPET
+(SEE ARCH)
BEAM
JOIST
DECK
S403
8 L3x3x1/4xCONT
CFS FRAMING - SEE ARCH
SHEATHING
SHEATHING
EXT FINISH - SEE ARCH
SEE ARCH
SHEATHING
SEE ARCH DRAWINGS FOR
ADDITIONAL PARAPET INFO
CFS CLIP
2
SEE ARCH DRAWINGS FOR
ADDITIONAL PARAPET INFO
SEE ARCH
PLAN
SEE
T/STL
+(SEE PLAN)
BEAM
JOIST
DECK
SHEATHING
S403
8L4x4x1/4xCONT
EXT FINISH - SEE ARCH
SHEATHING
SHEATHING
T/PARAPET
+(SEE ARCH)
CFS FRAMING - SEE ARCH
2
SEE ARCH DRAWINGS FOR
ADDITIONAL PARAPET INFO
SEE ARCH
PLAN
SEE
T/STL
+(SEE PLAN)
BEAM
JOIST
DECK
SHEATHING
L4x4x1/4xCONT
EXT FINISH - SEE ARCH
SHEATHING
SHEATHING
S403
8
T/PARAPET
+(SEE ARCH)
CFS FRAMING - SEE ARCH
CFS CLIP
1
T/STL +14' - 2 1/2"
BEAM
STOREFRONT - SEE ARCH
AWNING - SEE ARCH
D
T/PARAPET
+(SEE ARCH)
BEAM
JOIST
DECK
L3x3x1/4xCONT
CFS FRAMING - SEE ARCH
SHEATHING
SHEATHING
EXT FINISH - SEE ARCH
SHEATHING
SEE ARCH DRAWINGS FOR
ADDITIONAL PARAPET INFO
CFS CLIP
S403
8
SEE ARCH
PLAN
SEE
T/STL +20' - 6"
1717 East 116th Street, Suite 200
Carmel, Indiana 46032
Structural Engineers
317-580-0402
www.mccomaseng.com McCOMAS
ENGINEERING
SS
R
O
C P R O F E.
A
I
GN
N
IO
LA
E
RE
R
SA
STATE OF
860325 N
NI
DNo.
A
ENI
RM
IE
D EGN
T
S
EY
MOCDEc
DR
A
W
N
B
Y
CH
E
C
K
E
D
B
Y
CL
I
E
N
T
S
I
G
N
O
F
F
IS
S
U
E
D
A
T
E
RE
V
I
S
I
O
N
S
CE
R
T
I
F
I
C
A
T
I
O
N
13270MEI
SD
S
CR
M
OC
T
O
B
E
R
2
5
,
2
0
1
3
AD
D
E
N
D
U
M
#
1
11
.
2
7
.
2
0
1
3
1
AD
D
E
N
D
U
M
#
2
2
12
.
1
1
.
2
0
1
3
S405S405S405S405
SCALE:S405 3/4" = 1'-0"
1SECTION
SCALE:S405 3/4" = 1'-0"
2SECTION
SCALE:S405 3/4" = 1'-0"
3SECTION
SCALE:S405 3/4" = 1'-0"
4SECTION
SCALE:S405 3/4" = 1'-0"
5SECTION
SCALE:S405 3/4" = 1'-0"
6SECTION
SCALE:S405 3/4" = 1'-0"
7SECTION
1
1
1