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TRUSS CONNECTOR SHEDULE
UPLIFT
LATERAL CAPACITY
MARK
TYPE
FASTENER
NOA
m
CAPACITY
TO WALL
I TO WALL
U
O
USP TAPL16
6-10dxlX" NAILS TO SEAT PL. &
1350
880
595
02-0102.03
O
13-10d NAILS TO TRUSS OR JOIST
LL_LU
U
r
Uj
TA16
10-10dx1}2" NAILS TO TRUSS
2375
670
490
01-0912.05
OUSP
USP TA16
PER STRAP
OW
o
W
V
Lo
2--Y4"0 EXP. BOLTS (5"
W
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
W
Z
ti
co
m
PLYWOOD FILLERS EA. SIDE
V
Z
.
2--Y4'W 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
10-10dxlX" NAILS TO TRUSS
1205
335
380
01-0912.05
NOTE: TYPES B & D CONSIST OF TWO CONNECTORS (SEE SCH.)
1,4 L1 r LARGER OF 0.31_1 AND 0.31_2
L1 L
TYPICAL SLAB TOP STEEL CUTOFF LENGTH
TYP. WINDOW OPENING DETAIL
N.T.S.
2-2x8 P.T. x
® 2 -PLY TRU
TRUSS GIRDEI
(6" WIDE VER
USP HANGER UMH358
W/ 16d NAILS TO TRU!
& 2- 3/4" 0 POWER
TO CONC. BEAM (5" MI
NOA NO. 04-1122.03
2-2x8 P.T. CONT. LED
SEE DETAIL 3/S-3
TIE BEAM SEE PLAN
DROP TIE BEAM TO
TOP OF OPENING &
ADD 2#5 BOT. &
#3®12" TIES
JAMB REINF. SEE
PLAN FOR SIZE
& QUANTITY
8" C.M.U. WALL
(TYP)
GIRDER - WALL CONN. DETAIL
SCALE: 3/4"=1'-0"
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0
N
0
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M
OPEN
A GRAVITY= 1740 LB
UPLIFT=957 LB
B GRAVITY=3915 LB
UPLIFT=2114 LB
m
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I
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N
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5'-2"
6'-0"
5'-2" ,, 5'-5-
3'-0" 8'-10" ,, 6'-0"
4'-6"
3'-5" 4'-0"
10'-6"
3'-0"
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UPLIFT=957 LB
GRAVITY=3915 LB J(B
UPLIFT=2114 LB
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UPLIFT=682 LB
GRAVITY=2790 LB O
UPLIFT=1535 LB
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NOTES:
1. SEE SHEET NO. S-2 FOR TRUSS STRAP SCHEDULE.
2. LEGEND:
8" BEARING C.M.U. WALL REINF. W/ ;15048" O.C. IN GROUTED CELLS
0 FILLED CELL REINF. W/ 1 15, 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.
6'-0" �. 4'-0" 1, 12'-6" I, 14'-7g„ L 3'-0„
N SECOND FLOOR AND LOWER ROOF FRAMING PLAN
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