13-438-001--- ro
Nx
06
f 7'-0" 5ET-13ACK 12'-10" I 71-1011 5'-4" 7'-0" SET -BACK 27- I ON 12'-2"
f�_ - PARTIALLY ENCLOSED 8" .5 0
_f�
81, 'I 'I � 8" 1'-0" 2'-2" 8" _ _ V �
On 11 IELEV.11 @ 20'�11'I" I II I II m — II I �0 * I- ON 2'-0" Uj 4.
_ I O O r --__— — =_ = 0
- 2( x--) LEDGE t MAN ER budder I r b J L
J I O J I I— 2 (2x -�F'T. LE GER t—
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LU 0
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9'-7" -- ` U MAN ER by budder. O N
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x T2 (STUB) a� II / _ - / �� n n
X 2 (2x--) PT. LEDGER t
X H9A (STUB) HANGER by budder I / /
0.6k 0.6k / I4 7.O"
--_� --_
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1.9k HG5 (I M)----
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k ir) T.B. ELEV. @ 22'-3"
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TSB. ELEV. @ 9'-0111 ', II II q II IIIS]PARTIALLY ENCLOSED
20'-G" (SPAN) ► 9'-G"
44 1'-a'
(Typ•)
TYPICAL CORNER SET DETAIL
OVERHANG -END SECTION
N.T.5
ROOF FRAMING PLAN
SCALE: 3/6' = 1'-0"
V
= 5.0 V
L
O /N
I ELEV. 20--l" ( 9'-0" * 22'-3" )
N+,� • 1 f • –�— TOP OF TIE BEAM
nQG �F� -VARIES- SEE ROOF PLAN
C" -
9 = _ HURRICANE METAL STRAP
ANCHOR EA. TRUSS -by budder-
OVER ANG
S
Typ. OVERHANG TRUSS END DETAIL
SCALE: 3/4u = P-0"
Ref. Dwng. No. 14978, 14833
c 12' O/2" 11 2 (2x- PT. LE GER t I
_ I I`•j — — ` HAtJ� E 1 udder—
1 1_2" 1----
i
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C CO MN b I bullar)LO 6 I _ —I
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m - �,n 2.GkSTAIR OPENI G 5.Ik I0`-8" I.3k
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-_
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r 7
II u� HANGER by budder- ItoFL
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-- iii II.3k M) II FG5 5A 1.4k ANTIL. ELEV. @ 9'- I "i
--- -- - --- --- -- - -- - m 1(20 22' gEPTH) _ \
-. TOP OF COLUMN
o „? IoN-�Q (COLUMN by budder)
IIS 131- 1
1
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-u
HANGER by builder \
11 HANGER by builc er , N JI_O
b II
PEN BELOW
(2x--) PT. NAILER -� ,
ur builder
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/ \
co
811
17'-2" 2'-0
20'-G" 6'-G" 13'-0"
ELEV. @ I I'- Ill
TOP OF FLOOR TRU55 -
40'-0"
# OF MEMBERS
Yz" GAP I - 42' GAP
I
2,4 TOP -CHORD
N ° ° N
ELEV. @ 9'-1 " I 2x4 BOTTOM -CHORD °
BOTTOM OF FLOOR TRU55 � I '-
\APPRO/ED HANGER
GIRDER -TRUSS CONNECTION
SCALE: 3/4" = P-0"
12
5.0 V
U5
ELEV. VARIES • • e ° (
APPROVED HANGER BY BUILDER
ELEV. @ I I'- I of
-
-o TOP OF FLOOR TRU55
R by budder 03
Cc)
11
FLOOR FRAMING PLAN
SCALE: 3/G" = P-0"
N
•I •
24" DEPTH
o • I •
2xG BOTT 11111,111 -CHORD
SPECIAL HANGER / =
BY BUILDER
= I
. I
I
I
Typ. GIRDER to WALL CONNECTION
SCALE: 3/4" = 1 '-0"
12
5.0 F�77
ELEV. @ 9'-1 "
BOTTOM OF FLOOR TRU55
FLAT GIRDER CANTILEVER
�L
W
N
12" \
GAP 2x4" SOLID SHIM
by builder
DETAIL -CROSS SECTION--"A"--
CANTILEVER FLOOR TRU55 END DETAIL
SCALE: 3/4" = 1 '-0"
2 (2x--) PT. WOOD LEDGER
* APPROVED CLIP ANCHORED
TO EA. TRU55 BY BUILDER
24' DEPTH
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Structural Drawings. Contractor is responsible for dimensions � o c '
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Methods of construction; for information that pertains solelyt - a
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v - L
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Any conflict found in the contrail penis during tPre N C
Attention of the AJE of Record. N o c •
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Checking is only for conformance with the design concept of It_ The project and compliance with the information given in the
Structural Drawings. Contractor is responsible for dimensions � o c '
To be confirmed and correlated at the job site; for means ar(d _E2:1-0
v - L
Methods of construction; for information that pertains solelyt - a
to fabrication processes and coordination efall trades. 0 \ c o ,
Any conflict found in the contrail penis during tPre N C
Attention of the AJE of Record. N o c •
Any deviation from the ContractOOMments (or propas�d stlE- Co
st l ution) must be clearly noted and highlighted in these v a
o
Sop Drawings in order toreo�se3pedficconsideration. � ,y 2 o 2 ,
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END CONNECTION
Type of hanger
( to be used )
1
a
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FT2 to FG3
ITW AHU-2G
3
FT 15 to FG I; FT5, FT5A to FG4A
5IMP50N W5 -2G
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5
SCALE: 3/4" = 1 i_OII
51MP50N LU5-2G
6
J7 to 5HG7, HG7
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8
HJ5, J5 to HG5, HHG7
3-1 Gd TOE NAILS (T.C. * B.C.)
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STUT TRUSSES
ELEV. VARIES • • °
0 0 f
2-(2x--)" PT. WOOD
LEDGER,* HANGER -by budder
Typ GIRDER TRUSS to HANGER CONNECT Tvn C-.iRnF=R TRl IRR tn HAN1C-.FR C;nNiNjr=nT
SCALE: 3/4" = 1'-0"
SCALE: 314" = 1'-0"
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Type
Type of hanger
( to be used )
1
FT I to FG 1, FG2
ITW AHU-2G
2
FT2 to FG3
ITW AHU-2G
3
FT 15 to FG I; FT5, FT5A to FG4A
5IMP50N W5 -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 NAILS (T.C. 4 B.C.)
7
HJ7 to HG7, 5HG7
ITW 55 -UR 2G ( B.C.) --by budder
HJ5, J5 to HG5, HHG7
3-1 Gd TOE NAILS (T.C. * B.C.)
J(3
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4-1 Gd TOE NAILS (T.C. t B.C.)
10
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