06-1811-0145/8" CDX EXT. PLYWOOD
SHEATHING NAILED W/ 10d NAILS 12
®6" O.C. (TYP)
4
CONNECTOR
3'-0"
TRUSS - BEAM DETAIL
SCALE: 3/4"=1'-0"
5/8" CDX EXT. PLYWOOD
SHEATHING NAILED W/ 10d NAILS
0 6" O.C. (TYP)
CONNECTORAO OR O
SEE PLAN
5/8" CDX EXT. PLYWOOD
SHEATHING NAILED W/ 10d
0 6" O.C. (TYP)
USP CUP ANGLE RT3
W/ 4-8d NAILS TO TRUSS
& 4-8d NAILS TO LEDGER
N.O.A. 02-0128.05
(TYPICAL, EA. SIDE)
3'-0"
WOOD TRUSS 0 24" O.C.
ENGINEERED BY TRUSS
MANUFACTURER (TYP)
CONC. BEAM
SEE PLAN & SCHEDULE
1�
4
WOOD TRUSS 0 24" O.C.
ENGINEERED BY TRUSS
MANUFACTURER (TYP)
CONC. TIE BEAM
SEE PLAN & SCHEDULE
8" CMU WALL
SEE PLAN FOR
REINF. SIZE & SPACING
TRUSS - WALL CONN. DETAIL 1
SCALE: 3/4"=1'-0"
1�
4 �
2-2x6 P.T. CONT. LEDGER ATTACHED —
TO GROUTED CMU CELL
W/ 3/4 "0 HILA KWIK BOLT II ® 24" O.C.
(5" MIN. EMBEDMENT)
1'-O.,
O
O
2-2x8 P.T. CONT. LEDGER
NUWE HANGER NVUH26 --/
W/ 10-10613j" NAILS TO TRUSS
& 10-16d NAILS TO LEDGER
N.O.A. 04-1202.01 (TYPICAL)
2-2x8 P.T. CONT. LEDGER
ATTACHED TO GROUTED CMU CELL
W/ 3/4 "0 HILTI KWIK BOLT II
0 12" O.C. STAGGERED (SEE DETAIL BELOW)
O sk O
_—
10--
TRUSS - WALL CONN. DETAIL 2
SCALE: 3/4"=1'-0"
CONC. SLAB
SEE PLAN FOR SIZE
& REINF.
3'-0"
16'-4"
A
56'-0"
43'-0"
3'-0" - 9'-91,
o Lo
r
o co
co7'-0" 3'-0"
loo
Lo
13'-11" = Cf.)
U
I I T I I IX. D GRAVITY= 13000 LB—\
0
O UPLIFT=7150 LB
RTB
N cD w ¢ Q
I �j
IO
L N N ; toZ O
-- — -- -- -- -- —� RT8 1 — -- —u.
I I I I ; -� — -- -- — -- -- — --- — -- ----I+---i--�-- _ — O >
O
a-�
>
I I -J E-
__
Wc Z
Iv 0
0
0
- --J
O GRAVITY=6593 LB N
I I - - - - - - - - - - - - - - - - 11 I I I
C UPLIFT=3627 LB - - N
—I—I - -- -- -- -- -- -- -- -- --
I I
-- I I-- -- -- - -- -- -- -- -- -- -- -- -- -- N
----r-1-- -- -- - -- -- -- -- -- -- -- II
M1
-- -a-J -- -- -- -- --
�r N ml I --
o W O
II II a
O00GRAVITY=2930 LB -- -- -- -- -- GRAVITY=13000 LB
UPLIFT=1612 LB UPLIFT=7150 LB J -- -- W
cn
V
W W
---1-� -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- =
Lo
OGRAVITY=6593 LB I I -- -- -- - - -- -- -- -- -- I I
UPLIFT=3627 LB I I � O WW Q
GRAVITY=2930 LBO
I I -- -- -- -- -- -- - -- -- -- ------�--- UPLIFT=1612 LB (n
\—
RM
I -IS---- -C-
-
I V
U L O
I GRAVITY=6593 LBCO
UPLIFT=3627 LB v - Q
- W ti M
00 Z
GRAVITY= 1230 LB
— UPLFT=677 LB z
_ — —-— _ __
_kms M
O-
I
_ 0: I II GRAVITY=2460 LBI Q I I I _ _ _ _- _ - UPLIFT=1354 LB O
N GRAVITY= LB 114Q
B - - —� .� _ , ( _ _ _ _ _
O UPLIFT=924 LB
�
o LB GRAVITY=24 0 I RTB ( — — RTB
6 , 1-
'\-7-J UPLIFT=1354 LB -
I I
I I I 1 I I I
of A B GRAVITY=1008 LB -----/m I I I I Im GRAVITY= 1665 LB B o
M 0 UPLIFT=555 LB - -�I — , , , — I I� UPLIFT=916 LB O C3 c
cv
co c
o B GRAVITY=1665 LB f RB -1 3 c a
M O UPLIF17=916 LB ' i i i ' of a o N
s
M ca °° ro
y c ao o d
a�
A oo�
M o
W o w Z
r- I J a •-
v
15'-8" 14'-8" N 18'-6"
Z v
5/8" CDX EXT. PLYWOOD Q S
SHEATHING NAILED W/ 10d NAILS
0 4" O.C. (TYP) 48'-10" W
J
Z
m
4.
a�
ROOF FRAMING PLAN
.a.
�
. 2x6 P.T. CONT. LEDGER ATTACHED�--.;
TO CONC. BEAM OR GROUTED NOTES: ,�
CMU CELL W/ 3/4 "0 - , 1, ' • ` ..
2 HILiI KWIK BOLT If ®32" O.C. 1. SEE SHEET NO. S-2 FOR TRUSS STRAP SCHEDULE.
2. LEGEND:
Osiris; -Quin
O TRUSS STRAP P.E.# '0040p
SHEET: S-3
OF.
. SHEATHING TO WALL CONNECT. 4 41
SCALE: 1 1/2"=V-0"
S-3