13-440-001- -- 40'-0" ------
7-0" 5t7T-BACK 12'-10" 7-10" 5'-4" 7-0" 5ET-BACK _
MII T.B. ELEV.II 201 I" I I (111
00
JI O I 7 JI
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to JI I x 7 I J5
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XM I y K XX I 1, _
PARTIALLY ENCLOSED
20'-G" (SPAN)
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v9C� J1 N f�
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y V
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N.� • ; I• – T TOP OF TIE BEAM —
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7 ' ++ _ = HURRICANE METAL STRAP
ANCHOR EA. TRU55 -by bullder-
E _
OVER ANG
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Typ. OVERHANG TRU55 END DETAIL
SCALE: 3/4" = P-0"
Ref. Dwng. No. 14978, 14833
I
40'-0"
HA ER by udder
i —
T P OF'COL N
C _ (COL MN b I bud 0 t —I _
1
UNIT - I 8'_ON Cn 6 FTI -
6" RNG.
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20'-G"
I
40'-0"
I # OFMEMBERS
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2x4 TOP -CHORD
N o 0
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udder
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TOP OF FLOOR TRUSS -
17'-2"
20'-G"
I
40'-0"
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Y2N GAP Y2' GAP
2x4 TOP -CHORD
N o 0
ELEV. @ 91-1 112x4 BOTTOM -CHORD 0°
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BOTTOM OF FLOOR TRU55 I '\
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Any such i deo nowdistobecoside reje C C n
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(to be used )
I
FT I to FG I , FG2
0.v
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12
FT 15 to FG 1; FT5, FT5A to FG4A
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SCALE: 3/ " = I '-O"
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2 (2x--) PT. WOOD LEDGER
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NO DETAILED CHECK OF CALCULATIONS
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BOTTOM OF FLOOR TRU55
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methads of construction; for information that pertains solely
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Any such i deo nowdistobecoside reje C C n
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(to be used )
I
FT I to FG I , FG2
0.v
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12
FT 15 to FG 1; FT5, FT5A to FG4A
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SCALE: 3/ " = I '-O"
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NO DETAILED CHECK OF CALCULATIONS
E
_ �'o
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4 APPROVED CLIP ANCHORED
=
CL
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MADE
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Chet it only for conformance with the design concept of
24" DEPTH
°°
The project and compliance with the information given in the
Cn •� rn
0.
24" DEPTH
• I •
btructural Drawings. Contractor is responsible for dimensions
o
r,
° • •
i'o be confirmed and correlated at the job site; for means ander
2xG BOTT M -CHORD ° ° I
• •
methads of construction; for information that pertains solely
0
v
—
o o • •
m fabrication processes and coordination of all trades
•—
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_ _ _ _ _ _
Arty conflict found in the contract Documents during the
2-4- In
SPECIAL HANGER_-
Attention of the A/E of Record.
C
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BY BUILDER I
1 Y"
Any desriatfonfromtlreZnxrtractDocun+ssts(or proposed sub-
C
L.
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Typ. GIRDER to WALL CONNECTION
SCALE: 3/4" = I '-0"
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= Sep3rawings in order to receive specific consideration. V- o, n
Any such i deo nowdistobecoside reje C C n
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in N 0
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STUB 5) I TRUSSES
°
ELEV_ VARIE5- • • 0.o ° ELEV. VARIE5 • • o °
APPROVED HANGER BY BUILDER = 2-(2x--)" PT. WOOD
LEDGER * HANGER -by budder
Typ. GIRDER TRUSS to HANGER CONNECT. Typ. GIRDER TRUSS to HANGER CONNECT.
SCALE: 3/4" = P-0" /CALF: 3/4" = I '-011
Truss / Girder
Type
Type of hanger
(to be used )
1
FT I to FG I , FG2
ITW AMU -2G
° °.0. °#Q ��
FT2 to FG3
ITW AHU-2G
12
FT 15 to FG 1; FT5, FT5A to FG4A
5.0
4
° °u �
ITW AHU-2G-2
_
5.0 V
_
V
J7 to 5HG7, HG7
C,c 9
7
-
ITW 55 -UR 2G ( B.C.) --by builder
_
-
HJ5, J5 to HG5, HHG7
L
aa° acE E
fa
5
J7A to 5HG7
_
10
--
3 U �•IV
--- -
--- -- HANGER T'YFPE
1=11 _2 a -c
•-�-
0
$'IE n SEE ro
o
STUB 5) I TRUSSES
°
ELEV_ VARIE5- • • 0.o ° ELEV. VARIE5 • • o °
APPROVED HANGER BY BUILDER = 2-(2x--)" PT. WOOD
LEDGER * HANGER -by budder
Typ. GIRDER TRUSS to HANGER CONNECT. Typ. GIRDER TRUSS to HANGER CONNECT.
SCALE: 3/4" = P-0" /CALF: 3/4" = I '-011
Ea 29ory u
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Truss / Girder
Type
Type of hanger
(to be used )
1
FT I to FG I , FG2
ITW AMU -2G
2
FT2 to FG3
ITW AHU-2G
3
FT 15 to FG 1; FT5, FT5A to FG4A
51MP50N LU5-2G
4
FG5 to FG3, FG4
ITW AHU-2G-2
5
HHG7 to 5HG7
51MP50N LU5-2G
6
J7 to 5HG7, HG7
3-1 Gd TOE NAIL5 (T.C. B.C.)
7
HJ7 to HG7, 5HG7
ITW 55 -UR 2G ( B.C.) --by builder
8
HJ5, J5 to HG5, HHG7
3-1 Gd TOE NAIL5 (T.C. 4 B.C.)
s
J7A to 5HG7
4-1 Gd TOE NAILS (T.C. 4 B.C.)
10
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