Technical Specifications

156
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EWP Hangers
Top Mount Hanger Charts
Fastener Schedule
4,6
Uplift
2
DF/SP
Joist Size Ref. No. Ga W H D L TF Qty Type Qty Type LVL PSL LSL SPF DF/SP
160%
THO35160 ITS3.56/16 -- 18 3-9/16 16 2-3/8 -- 2-1/2 12 10d 2 10d x 1-1/2 2715 2715 2715 2280 2715 2715 265
TFI416 MIT416 -- 16 3-9/16 16 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1660 -- 2560 360
BPH3516
B3.56/16,
BA3.56/16,
LBV3.56/16
x 12 3-9/16 16 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3516 HB3.56/16 x 10 3-9/16 16 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3516 WPI416 x 7/10 3-5/8 16 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3516
HWI416,
HWU3.56/16,
WPU3.56/16
x 7 3-9/16 16 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
HLBH3516
GLTV3.516,
HGLTV3.516
x 7 3-5/8 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1420
TFI418
HIT418,
MIT418
-- 16 3-9/16 18 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1660 -- 2560 360
BPH3518 LBV3.56/18 x 12 3-9/16 18 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3518 HB3.56/18 x 10 3-9/16 18 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3518 WPI418 x 7/10 3-5/8 18 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3518
HWI418,
HWU3.56/18,
WPU3.56/18
x 7 3-9/16 18 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
HLBH3518
GLTV3.518,
HGLTV3.518
x 7 3-5/8 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1420
TFI420 MIT420 -- 16 3-9/16 20 2-1/2 -- 2-1/8 6 16d 2 10d x 1-1/2 2560 2235 2265 1660 -- 2560 360
BPH3520 LBV3.56/20 x 12 3-9/16 20 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3520 HB3.56/20 x 10 3-9/16 20 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3520 WPI420 x 7/10 3-5/8 20 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3520
HWI420,
WPU3.56/20
x 7 3-9/16 20 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
HLBH3520 GLTV3.520 x 7 3-5/8 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1420
TFI422 HIT422 -- 16 3-9/16 22 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2345 -- 3245 360
BPH3522 LBV3.56/22 x 12 3-9/16 22 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3522 HB3.56/22 x 10 3-9/16 22 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3522
HWI422,
WPI422
x 7/10 3-5/8 22 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3522 WPU3.56/22 x 7 3-9/16 22 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
TFI424
HIT424,
LBV3.56/24
-- 16 3-9/16 24 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2345 -- 3245 360
BPH3524 -- -- x 12 3-9/16 24 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3524 HB3.56/24 x 10 3-9/16 24 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3524
HWI424,
WPI424
x 7/10 3-5/8 24 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3524 WPU3.56/24 x 7 3-9/16 24 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
TFI426 -- -- -- 16 3-9/16 26 2-1/2 -- 2-1/8 10 16d 2 10d x 1-1/2 3245 2920 2950 2345 -- 3245 360
BPH3526 LBV3.56/26 x 12 3-9/16 26 2-3/4 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1140
HBPH3526 HB3.56/26 x 10 3-9/16 26 3-1/2 -- 3 22 16d 10 16d 7000 7000 7000 7000 -- 7000 2705 2
PHM3526
HWI426,
WPI426
x 7/10 3-5/8 26 2-1/2 7 3 2 16d 2 10d 3745 3570 3080 3255 -- 3255 --
PHXU3526 WPU3.56/26 x 7 3-9/16 26 3-1/4 10 2-1/2 8 16d 6 10d 6650 5785 6420 3590 -- 5285 1290
1
)
When I-
j
oist is used as a header, all nails must be 10d x 1-1/2.
2
)
U
p
lift loads have been increased 60% for wind or seismic loads; no further increase shall be
p
ermitted
3
)
Some listed loads ma
y
be increased for short-term loadin
g
. Refer to code evaluation re
p
orts for USP Structural Connectors for details.
4
)
Minimum nail
p
enetration shall be 1-1/2" for 10d nails and 1-5/8" for 16d nails.
5
)
When I-Joists with flan
g
es less than 1-1/2" thick are used as headers, the
p
ublished ca
p
acit
y
shall be reduced. Contact USP for additional information.
6
)
NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" lon
g,
10d nails are 0.148" dia. x 3" lon
g,
NA16D-RS nails are 0.148" x 3-1/2" lon
g,
16d nails are 0.162" dia. x 3-1/2" lon
g
.
Load tables address han
g
er/header/fastener limitations onl
y
. Joist limitations must be determined for each installation.
New
p
roducts or u
p
dated
p
roduct information are desi
g
nated in blue font.
3-1/2 x 22
3-1/2 x 20
3-1/2 x 16
3-1/2 x 24
3-1/2 x 26
3-1/2 x 18
USP
Stock No.
DF
I-Joist
5
Code
Ref.
Web
Stiff
Reqd
Allowable Loads Header Type (Lbs.)
1,3
Dimensions (in)
Header
2,
R12,
F1
2,
R12,
F1
2,
R12,
F1
Joist Download 100%
2,
R12,
F1
2,
R12,
F1
2,
R12,
F1
2,
R12,
F1
EWP Hangers
H
W
L
TF
D