06-1811-0131- .
TRUSS CONNECTOR SHEDULE
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UPLIFT
LATERAL CAPACITY
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TYPE
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CAPACITY
TO WALL
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USP TAPL16
6-10dxlX" NAILS TO SEAT PL. &
13-10d NAILS TO TRUSS OR JOIST
1350
880
595
02-0102.03
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OW
=
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TA16
10-10dx1J2" NAILS TO TRUSS
2375
670
490
01-0912.05
OUSP
USP TA16
PER STRAP
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2—Y4"0 EXP. BOLTS (5"
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EMBEDMENT) TO TIE BEAM &
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USP UTGS43
8-16d NAILS TO GIRDER TRUSS
6170
-
-
03-0219.02
FOR TWO-PLY MEMBERS USE
-Y4" PLYWOOD FILLERS EA. SIDE
2-;'4"0 EXP. BOLTS (5"
EMBEDMENT) TO TIE BEAM &
USP UTGS43
8-16d NAILS TO GIRDER TRUSS
6170
-
-
03-0219.02
TWO-PLY MEMBERS USE
OFOR
D
-Y4" PLYWOOD FILLERS EA. SIDE
USP TA16
10-10dx%" NAILS TO TRUSS
1205
335
380
01-0912.05
NOTE: TYPES B & D CONSIST OF TWO CONNECTORS (SEE SCH.)
Y4 1_1 r LARGER OF 0.31_1 AND 0.31_2
L1 L2
TYPICAL SLAB TOP STEEL CUTOFF LENGTH
TYP. WINDOW OPENING DETAIL
N.T.S.
0
I
io
0
I
TIE BEAM SEE PLAN
DROP TIE BEAM TO
TOP OF OPENING &
ADD 2#5 BOT. &
#3012" TIES
JAMB REINF. SEE
PLAN FOR SIZE
& QUANTITY
8" C.M.U. WALL
(TYP) N
0
I
M
A GRAVITY= 1740 LB
UPLIFT=957 LB
B GRAVITY=3915 LB
UPLIFT=2114 LB
5'-2"
m
5'-2" L. 5'-5"
3'-0" ,, 8'-10" 6'-0"
4'-6"
3'-5" 4'-0"
N SECOND FLOOR AND LOWER ROOF FRAMING PLAN
1/4 it = V-011
10'-6"
3'-0"
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GRAVITY=1240 LB O
UPLIFT=682 LB
GRAVf1Y=2790 LB O
UPLIFT=1535 LB
0
NOTES:
1. SEE SHEET NO. S-2 FOR TRUSS STRAP SCHEDULE.
2. LEGEND:
8" BEARING C.N.U. WALL REINF. W/ J5048" O.C. IN GROUTED CELLS
0 FILLED CELL REINF. W/ 1 J5, SEE PLAN FOR LOCATION.
OTRUSS STRAP
3. CONTRACTOR MUST COORDINATE CMU WALLS THAT REQUIRE TO BE
FILLED WITH GROUT IN ORDER TO INSTALL WOOD LEDGERS -
SEE SECTION 3/S-3.
ry .
14'-7g5" 3'-0"
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SHEET: S-2
0F: 4