10-1175-027atG i�r r
li
WOOD CONNECTOR
SCHEDULE
BEAM
SCHEDULE
LL
CONNECTOR
ALLOWABLE LOAD VALUES (LBS)
REINFORCING
DESCRIPTION
STIRRUPS
NOA # /FL #
MARK
ELEV.
TOP OF BEAM
SIZE
"b x d"
NAIL SIZE & QUANTITY
�
r
cc
REMARKS
UPLIFT
DOWN
PARALLEL
PERPENDICULAR
Ell
1
HHETAI6
�
11473.9
1,858
BOT.
CONT.
TOP CONT.
MID CONT.
SIZE
Lu
SPACING EACH END
B -1
+10' -4"
8 "X28"
(4)
#5
(2) #5
(9) 10dx1j" NAILS INTO TRUSS
—
#3
f
@ 12"
O.C.
—
B -2
O
+9' -8"
8 "x12"
(2)
#5
(2) #5
—
#3
11470.7
0 5"
O.C.
—
B -3
_
+9r -8"
8 "x20"
(2)
#5
(2) #5
—
#3
0 12"
Q.C.
—
TB -1
EPDXY ANCHOR EMBED. 5" INTO CONC.
1 +9' ®8t'
8 "x12"*
(2)
#5
(2) #5
—
#3
u
0 12"
O.C.*
*DROP TIE BEAM 0 OPENINGS
HGT -2
10456.18
10,980
--
—
—
(2) HILTI HIT ICE /HIT HY150 (OR EQUIV.)
SPACE TIES 0 8" O.C.
TB -2
+17' -7"
8 "x20"
(2)
#5
(2) #5
—
#3
0 9"
O.C.
—
TB -3
+11' -7"
8 "x12"
(2)
#5
(2) #5
(4) 10dx1j" NAILS INTO TRUSS
—
#3
0 12"
O.C.
—
RB -1
VARIES
8 "x12" MIN.
(2)
#5
(2) #5
—
#3
11473.6
0 12"
O.G.
REFER TO SECTION 2/S -6
atG i�r r
li
WOOD CONNECTOR
SCHEDULE
LL
CONNECTOR
ALLOWABLE LOAD VALUES (LBS)
MARK
DESCRIPTION
NOA # /FL #
LATERAL LOAD
LATERAL LOAD
NAIL SIZE & QUANTITY
�
r
cc
40
UPLIFT
DOWN
PARALLEL
PERPENDICULAR
Ell
1
HHETAI6
�
11473.9
1,858
--
340
815
(10) 10dx1j" NAILS INTO TRUSS
U
Lu
HETA16
11473.3
1,505
--
340
725
(9) 10dx1j" NAILS INTO TRUSS
i
f
C/)
rC
r
O
(22) 10d NAILS INTO TRUSS
3
MGT
11470.7
LIJ
3,296
__
_
_
Lo
(1) HILTI HIT ICE /HIT HY150 (OR EQUIV.)
w
EPDXY ANCHOR EMBED. 5" INTO CONC.
ly
M �-
-
u
(16) 10d NAILS INTO TRUSS
HGT -2
10456.18
10,980
--
—
—
(2) HILTI HIT ICE /HIT HY150 (OR EQUIV.)
EPDXY ANCHOR EMBED. 5" INTO CONC.
A23
10446.2
485
--
365
365
(4) 10dx1j" NAILS INTO TRUSS
(4) 10dx1j" NAILS INTO HEADER
HGAM10
11473.6
1,005
--
1,005
1,105
(4) SDS "x1 " SCREWS (OR EQUIV.) INTO TRUSS
(4) TITEN I "x2j" SCREWS (OR EQUIV.) INTO CONC.
HTS20
10456.23
1,205
—
_
_
(12) 10dx1j" INTO TRUSS
(12) 10dx1j" INTO PIGGYBACK TRUSS
atG i�r r
li
0
LL
Z
O
U
i
i
�
r
cc
40
1
0
�
1
�
z
0
U
Lu
W
�
Q�
i
z�W�
�
i
f
C/)
rC
r
O
LIJ
N
Q
CL
cn
Lo
I
i
i
�
r
40
1
0
�
1
�
i
Lu
i
cd
�
i
f
t
1
w
ly
M �-
-
u
I