HomeMy WebLinkAbout18 S205 Structural Steel Section ViewsB.95 B.6 (B A.5
SECTION G—G
SCALE 1/8"= 1'-0"
B.s C O
33'-0 5/16' 13'-6 1/2" 30'-1 7/16' 34'-1 1/2" 36'-0 3/8"
3x3xl/4 ANGL
WELDED TO TH
06' O.C.
I I
I I I
T.S.E=27,-6" T.S.E.=27'-6" T.S.E=27'-6" T.S.E.=27'-6" W24x66
T.S.E.=31'-6"
W2462 W2455 W24x62 W24x68
3 5 ts6�;6A,3j8 3 6 t96,6,318w6x6x
T.S.E=16'-7 1/4" T.S.E=16'-7 1/4" T.S.E=16'-7 1/4" T.S.E=16'-7 1/4"
W16x40 WI 6x40 W16x40 W16x40 T.S.E.=13'-7 5/1C
WELD A 1/4" STEEL PLATE TO WELD A 1/4" STEEL PLATE TO WELD A 1/4" STEEL PLATE TO
THE TOP OF THE BEAM THE TOP OF THE BEAM THE TOP OF THE BEAM W16x67
4x4x3/8 is
MM M M
X X m m
0 0 0
,o O C
42'-8 3/4" 35-11 1/2" 1 34'-1 3/8"
T.SE=28' 6" T.S.E.=28' 6" T.SF=28' 6"
42G9N12.2k I 35G7N12.2k 11 35G7NI2.2k
rc
M
18.8
36'_4'_4•
T ( /ry IS• 11I CAD
I
1/2"
T.S.E=22'-5 1/2"
T_
m
T '
m
W18x35
W18x35
1/2"
31'-8 1/2'15'-2
8' BLOCK W
1/2
22'-5 5/16'
22-0 3/4"
W18x35
24-5 3/4'
21•_9•
2x2x1/4 ANGLE IRON
25'-2'
BLOCK WALL
�
WELDED TO THE BEAM
I
TS410x
I
m
I
36._7.
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„y0
e• 9 B�
w
T.S.E.=14'-0"
T.S.E.=14'-0"
T.S.E.=14'-0"
T.S.E.=14'-0"
'
W18x40
M
T
i
W18x40
W24017
W24117
ill 17
W24x117
a0
ea
n
W18x40
n
X
n
n
X
00
N X
N
m
N m
W18x35
3
a
W18x35
W18x35
T.S.E.=16'-7 1/4"
W18x35
n
ire.
T.S.E.=
T.S.E=16'-7 1/4"
W1 6x35
T.S.E.=16'-7 1/4'
T.S.E=18'-7 1/4"
2x2x1/4 ANGLE IRON
o
3.4
2.1
1/8"— 1' 0"
22'-9 3/4'
37'-9 7/8"
WELDED TO THE BEAM
37'-9 7/8"
1
on
W16x40
W1 6X40
W16x40
W16x40
06' O.C.
1N
N
T.S.E=13'-0 1/2"
m
T.S.E.=14'-0"
T.S.E=14'-0"
W16x35
T.S.E=14'-0"
T.S.E.=14'-0'
w"1
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W16x40
W16x40
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SECTION A—A
r
r
n
SECTION G—G
SCALE 1/8"= 1'-0"
B.s C O
33'-0 5/16' 13'-6 1/2" 30'-1 7/16' 34'-1 1/2" 36'-0 3/8"
3x3xl/4 ANGL
WELDED TO TH
06' O.C.
I I
I I I
T.S.E=27,-6" T.S.E.=27'-6" T.S.E=27'-6" T.S.E.=27'-6" W24x66
T.S.E.=31'-6"
W2462 W2455 W24x62 W24x68
3 5 ts6�;6A,3j8 3 6 t96,6,318w6x6x
T.S.E=16'-7 1/4" T.S.E=16'-7 1/4" T.S.E=16'-7 1/4" T.S.E=16'-7 1/4"
W16x40 WI 6x40 W16x40 W16x40 T.S.E.=13'-7 5/1C
WELD A 1/4" STEEL PLATE TO WELD A 1/4" STEEL PLATE TO WELD A 1/4" STEEL PLATE TO
THE TOP OF THE BEAM THE TOP OF THE BEAM THE TOP OF THE BEAM W16x67
4x4x3/8 is
MM M M
X X m m
0 0 0
,o O C
42'-8 3/4" 35-11 1/2" 1 34'-1 3/8"
T.SE=28' 6" T.S.E.=28' 6" T.SF=28' 6"
42G9N12.2k I 35G7N12.2k 11 35G7NI2.2k
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18.8
36'_4'_4•
T ( /ry IS• 11I CAD
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m
X
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9
8.11
18'-8
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3
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SECTION F—F
SCALE 1/8 1'-0"
O O
3z'-7'
IRON
BEAM I
8" TAIlx 5/8' DIA,
STEEL PEG WELDED
TO TOP OF
04'-0" O.(
3" OFF EAC
OF THE BE
PEO '
m
04C!rw O.0 J
W18x40
A
x 14'-0" X
qqpp V
3 3
SECTION B—B
SCALE 1/8"= l'-0"
5.7 O
45'-10 9/16" 1 22'-9 3/4'
T.S.E: 32'-6" T.S.E= 32'-6"
24GSN1.67k
48G9N12.2k
A.7
B.5
(B.9)( C
1/2"
T.S.E=22'-5 1/2"
T.S.E=22'-5 1/2'
m
T '
m
W18x35
W18x35
1/2"
31'-8 1/2'15'-2
8' BLOCK W
1/2
Scale:
1/8"=1'/'
22-0 3/4"
W18x35
W18x35
W24x68
2x2x1/4 ANGLE IRON
W24x68
BLOCK WALL
m
WELDED TO THE BEAM
TS410x
44
m
06, O.C.
36._7.
e. b
„y0
e• 9 B�
w
T.S.E.=14'-0"
T.S.E.=14'-0"
T.S.E.=14'-0"
T.S.E.=14'-0"
'
W18x40
M
W18x40
W18x40
W18x40
W24017
W24117
ill 17
W24x117
a0
ea
n
W18x40
n
X
n
n
X
00
N X
N
m
N m
3
3
a
4
6xyx3
�9 8
T.S.E.=16'-7 1/4"
n
ire.
T.S.E.=
m
X
Q
9
8.11
18'-8
I
m
M
a0
3
I
SECTION F—F
SCALE 1/8 1'-0"
O O
3z'-7'
IRON
BEAM I
8" TAIlx 5/8' DIA,
STEEL PEG WELDED
TO TOP OF
04'-0" O.(
3" OFF EAC
OF THE BE
PEO '
m
04C!rw O.0 J
W18x40
A
x 14'-0" X
qqpp V
3 3
SECTION B—B
SCALE 1/8"= l'-0"
5.7 O
45'-10 9/16" 1 22'-9 3/4'
T.S.E: 32'-6" T.S.E= 32'-6"
24GSN1.67k
48G9N12.2k
A.7
B.5
(B.9)( C
SCALE: 1/8"— 1'-0'
5.7
SECTION C—C
SCALE: 1/8"= l'-0"
C O O
2V-40 27'-7 3/4'
I
T.S.E=22'-5
1/2"
T.S.E=22'-5 1/2"
T.S.E=22'-5 1/2'
m
T '
m
3'-9 1/2'
6'-8
1/2"
31'-8 1/2'15'-2
8' BLOCK W
1/2
Scale:
1/8"=1'/'
22-0 3/4"
21'-10 11/�146
W24x78
W24x68
as
W24x68
BLOCK WALL
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TS410x
44
m
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W18x40
W18x40
W18x40
W18x40
n
W18x40
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6xyx3
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T.S.E.=16'-7 1/4"
n
T.S.E.=
T.S.E=16'-7 1/4"
W1 6x35
T.S.E.=16'-7 1/4'
T.S.E=18'-7 1/4"
16'-7 1/40
o
3.4
2.1
1/8"— 1' 0"
22'-9 3/4'
37'-9 7/8"
37'-9 7/8"
1
on
W16x40
W1 6X40
W16x40
W16x40
m
1N
N
T.S.E=13'-0 1/2"
W16x35
isn
n
m
XX
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SECTION A—A
SCALE: 1/8"— 1'-0'
5.7
SECTION C—C
SCALE: 1/8"= l'-0"
C O O
2V-40 27'-7 3/4'
I
T.S.E=22'-5
1/2"
T.S.E=22'-5 1/2"
T.S.E=22'-5 1/2'
m
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5205
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Date Stamped
01.17.18
8' BLOCK W
SIRDCRIRAL
Scale:
1/8"=1'/'
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CAD FILE
W24x78
W24x68
as
W24x68
12'
N
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THIS DRAWING IS THE PN GRO OF
VERSATILE CONSTRUCTION GROUP LLC
ANY\`�Uscej
OTHER PURPOSE ND IS NOT TO BTHAN THE E USED OROJECT
DESCRIBED HEREIN .
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5205
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Date Stamped
01.17.18
8' BLOCK W
SIRDCRIRAL
Scale:
1/8"=1'/'
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CAD FILE
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BLOCK WALL
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SECTION D—D
r4—.-7)SCALE:
3.4
2.1
1/8"— 1' 0"
22'-9 3/4'
37'-9 7/8"
37'-9 7/8"
m
SECTION E—E
SCALE: 1/8"= 1'-0"
REVISION
VERSATILE
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CONSTRUCTION
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GROUP,
GROill , LLC.
670 East T .aay Rood, Suite 810
New Whiteland, Indiana 46164
Ph: 3175.3579 Fax: 317.63.61
email: infoilkwcom
THIS DRAWING IS THE PN GRO OF
VERSATILE CONSTRUCTION GROUP LLC
ANY\`�Uscej
OTHER PURPOSE ND IS NOT TO BTHAN THE E USED OROJECT
DESCRIBED HEREIN .
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World Wide Motors
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.7700 East 96tH Street
Indianapolis, Indiana
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02.25.18 section D—D revised
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cannel
Jab No
17021
Date Stamped
01.17.18
Drawn By
kset
Checked By
tab
Scale:
1/8"=1'/'
Structural Steel Section `liWs
CAD FILE
CERTIFIED BY:
cAnoxiAseas swctwm section views a,,-
e ' DATE: 09/10/18