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SECTION
SCALE: 3/4" = 1'-0"
E.5
SEE ARCH
I
SHEATHING 12
6
00
TRUSS BRG
y - +64 6"
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I TRUSS
I
I BEAM
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CFS FRAMING w1 TOP
DEFLECTION TRACK
SECTION
SCALE: 3/4" = 1'-0"
15.1
HSS8x6x3/8 w/
(2) L4x4x1/4x0'-6"
EA END
PLATE 3/8"x4N4"
19
S408
SECTION 20
SCALE: 3/4" = 1'-0" S408
SECTION rl3
SCALE: 3/4" = 1'-0" 5408
15.1
15.2
T/STL +48'- 0 112"
1
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W
14
J
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(2)1/2"0 A36 RODS w/
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CLEVIS EA END
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NOTE:
BEAM
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ALL CANOPY FRAMING TO
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COLUMN
SHEATHING
BE HOT DIP GALV AND FIELD
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EA END
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45'-1.
(4) 314"0 BOLTS SHIM
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CHANNEL
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CFS FRAMING INFILL
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SEE ARCH
19
S408
SECTION 20
SCALE: 3/4" = 1'-0" S408
SECTION rl3
SCALE: 3/4" = 1'-0" 5408
15.1
15.2
1
U
n/
EOD - SEE PLAN
W
14
J
Q
W
S404
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T/STL +57'-.9112"
X
BEAM
N
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BETWEEN FLANGES
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AS REQ'D
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L-
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3/4" HALF DEPTH BEAM
STIFFENERS EACH
SIDE OF WEB
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....:::.:::...
COLUMN
SECTION
SCALE: 3/4" = 1'-0"
13 15.4 CFS
S408 FRAMING
CHANNEL
I I I
3/16 2-12 (4) 3/4"0 BOLTS SHIM
BETWEEN FLANGES
AS REQ'D
L3x3xl/4 CONT
3/4" HALF DEPTH
STIFFENERS EACH
SIDE OF WEB
'-- BEAM
I I
CFS
FRAMING
14
S408
SECTION 15
SCALE: 3/4" = 1'-0" 740$
G.4 G.8
SECTION
SCALE: 3/4" = 1'-0"
16
S408
7.4
SEE PLAN
I
STOREFRONT -
SEE ARCH
PL 318"x 5" x CONT w/
112" 0 x 4" HS @ T-0" OC 112" EXP JT MAT'L
PL 318"x x CONT w/
112" 0 x 4" HS @ T-0" OC
=' _SLOPE}
SECTION
#3 @ V-0" OC w/ -
180' STD HOOK
COMP SLAB
COMP SLAB
SLOPE
BEAM
HSS3x3x3/16 w/
END CAPS
EA END
B/HANGER
+(VARIES, SEE ARCH)
HSS3x3x3/16 w/
END CAPS
HANGER RODS —
SIZE AND LOCATIONS
BY OTHERS
18.1
1'- 6" EOS SEE PLAN
"PLAN
I
I
COLUMN
#3 @ V-0" OC w/
18W STD HOOK
TYP I ',
CFS FRAMING
3116 14 I
14 S404
S404 COMP SLAB
PLATE 318"x6"x8" I I E GARAGE PC PANEL
TYP @ EA FRAME - -
- - - 17
I T/SLAB +30'- 2"
T/STL +29' 9"
L3x3xl/4 @ T-0" OC " L3x3xl/4 @ T-0" OC
I
TYP €
C3116
CFS FRAMING w/ TOP
DEFLECTION TRACK
I
>:(2) 1_300/16 SUPPORT BEAM
FRAMES AT EACH STONE
JOINT
TYP SECTION
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0" 540$
17.4
EOS SEE PLAN STOREFRONT -
PL 3/8"x �--� x CONT wl SEE ARCH
1/2"0x6"HS@T-0"OC
1/2" EXP JT MAT'L EOS
PL 112"x3"x1' 6" SEE PLAN
TYP 3/16 PL 3/8"x 5'' 1 � x CONT
COMP SLAB PL 318"x N x CONT
T/SLAB +43' - 8" SLOPE _ r'
TISTL +43' 3"
c -
�' 14
L
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S404
SIM
BEAM CHANNEL
L8x4x7/16x0'-8" EA FACE
SECTION BEAM 8
SCALE: 1" = 1'-0"
BEAM
S408
00/
7SEE
EOD
PLAN
I
14
S404
I
L3x3xl/4 @ T-0" OC
SECTION 9
SCALE: 3/4" = 1'-0" S40$
Q.5
EOS CFS FRAMING
SEE PLAN
VENEER - SEE ARCH
PL 318"x x CONT w/ 1/2" EXP JT MAT'L =
1/2"0x6"HS@3'0"OC
PL 3/8"x 5" - x CONT w/
14 I 112" 0 x 6" HS @ 3'-0" OC COMP SLAB
S404 _
OILT/SLAB
`= SLOPE _
NIP
q"
+(SEE PLAN)
T/STL
+(SEE PLAN)
I 0
BEAM
BEAM L3x3xl/4 @ 3'-0" OC
COLUMN COLUMN
SECTION 10
SCALE: 3/4" = 1'-0"
17.5
EOD SEE PLAN
PL 318"x _� M x CONT CFS FRAMING
14 � VENEER -SEE ARCH
S404
DECK 1 CHANNEL, WELD TO DECK
EA SUPPORT
T/STL '
+(SEE PLAN)
C 0
C"
BEAM 3116 V 2
SECTION
17.9
EOD
SEE PLAN
PL 3/8"x M x CONT 14
- S40
r
c
BEAM
L3x3xl/4 @ T-0" OC
ri1
SCALE: 3/4" = 1'-0" 540$
17.5 17.9
EOS
SEE PLAN
CFS FRAMING VENEER - SEE ARCH
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PL 3/8"x I Lb x CONT w/
1/2" 0 x 6" HS @ T-0" OC 112" EXP JT MAT'L
14 I I
S404 ` I PL 318"x x CONT w/ PL 3(8"x co x CONT wl
I_I 1/2" 0 x 6" HS @ T-0" OC COMP SLAB 1/2" 0 x 6" HS @ T-0" OC
T/SSLAB
+(SEE PLAN)
T/STL
+(SEE PLAN)
- - - -- - - - - -- a
BEAM
SECTION BEAM
rl2 L3x3x114 @ 3'-0" OC
SCALE: 3/4" = 1'-0" S40$
#3 @ 1'
180° ST
CO
:H FOR EXP JT
GARAGE PC DBL TEE
AND PC PANEL
@ T-0" OC
,MING w1 TOP
rION TRACK
SECTION 2
SCALE: 3/4" = 1'-0" 5408
SECTION
SCALE: 3/4" = 1'-0"
TYP
COMP SLAB
UP
T/SLAB +16' - 0"
T/STL +15' 7"
r
`L BEAM
CHANNEL
GA
EOS 14
SEE PLAN 1/2" S404
COMP SLAB COMP SLAB (RAMP)
T/SLAB +16' - 8".
T/STL +16' - 3"
T/SLAB +16' - 0"
T/STL +15' - 7"
3/16 > 2-12
L3x3x 1 /4xCONT
BEAM
SECTION
SCALE: 3/4" = 1'-0"
COMP SLA"
CMU WALL (BEYOND)
STIFF PLATE 314"xHALI
DEPTH, EA SIDE OF BE
SECTION
SCALE: 3/4" = 1'-0"
14
S404
_ TISTL FLOOR 4
SECTION
SCALE: 3/4" = 1'-0"
3/16/ 2 -
L3x3x114xCONT
H.7
= TISTL +15' - 7"
BEAM
Owner:
CARMEL CITY CENTER
COMMUNITY DEVELOPMENT
CORPORATION
30 West Main Street, Suite 200
Carmel, Indiana 46032
317.571.2787
Architect:
PEDCOR DESIGN GROUP
Architecture / Project Management
355 City Center Drive
Carmelm Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
MCCONIIAS
STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
1717 East 116th Street, Suite 200, Carmel, Indiana 46032
317-580-0402 www.mccomaseng.com 317-582-0766 Fax
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDC OR DESIGN GROUP. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT.
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN. AND
PEDCOR DESIGN GROUP. NO PART OR WHOLE OF THIS DESIGN, THESE
DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS
OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED.
COPIER EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR
OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR
WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
PEDCDR DESIGN GROUP. r COPYRIGHT 2009 JAMES R. STUTZMAN. AIA.
INDIANAPOLIS.
BID SET No.1
SHELL & CORE
Print Date: Sheet Issue Date:
9/14/09 9/15/09
Drawn By: Checked By:
LKM,njh, KLS JAF
Last Revision Date:
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Project Number:
Sheet Title:
SECTIONS AND
DETAILS
Sheet Number:
�L
ME129020