Technical Specifications

160
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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%
BPH7116 B7.12/16 x 12 7-1/8 16 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 3280 -- 3455 1220 2, R12, F1
HBPH7116 HB7.12/16 x 10 7-1/8 16 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM3516-2 -- -- x 7/10 7-1/8 16 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU7116
WPI416-2,
HWU7.12/16
x 7 7-1/8 16 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7116
GLTV416-2,
HGLTV416-2
x 7 7-1/8 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7118 B7.12/18 x 12 7-1/8 18 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 3280 -- 3455 1220
HBPH7118 HB7.12/18 x 10 7-1/8 18 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM3518-2 -- -- x 7/10 7-1/8 18 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU7118
HWI418-2,
HWU7.12/18
x 7 7-1/8 18 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7118
GLTV418-2,
HGLTV418-2
x 7 7-1/8 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7120 B7.12/20 x 12 7-1/8 20 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 3280 -- 3455 1220
HBPH7120 HB7.12/20 x 10 7-1/8 20 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM3520-2 -- -- x 7/10 7-1/8 20 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU7120
HWI420-2,
HWU7.12/20
x 7 7-1/8 20 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7120
GLTV420-2,
HGLTV420-2
x 7 7-1/8 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7122 B7.12/22 x 12 7-1/8 22 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 3280 -- 3455 1220
HBPH7122 HB7.12/22 x 10 7-1/8 22 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU7122 HWI422-2 x 7 7-1/8 22 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7122
GLTV422-2,
HGLTV7.12/22
x 7 7-1/8 22 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7124 B7.12/24 x 12 7-1/8 24 3 -- 2-3/16 10 16d 6 10d 3455 3510 3775 3280 -- 3455 1220
HBPH7124 HB7.12/24 x 10 7-1/8 24 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU7124 HWI424-2 x 7 7-1/8 24 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7124
GLTV424-2,
HGLTV7.12/24
x 7 7-1/8 24 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
HBPH7126 HB7.12/26 x 10 7-1/8 26 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU7126
B7.12/26,
HWI426-2
x 7 7-1/8 26 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7126 GLTV426-2 x 7 7-1/8 26 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
HBPH7128 HB7.12/28 x 10 7-1/8 28 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU7128
B7.12/28,
HWI428-2
x 7 7-1/8 28 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7128 GLTV428-2 x 7 7-1/8 28 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
PHXU7130 HWI430-2 x 7 7-1/8 30 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7130
GLTV430-2,
HGLTV430-2
x 7 7-1/8 30 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
PHXU7132 HWI432-2 x 7 7-1/8 32 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290 130
HLBH7132
GLTV432-2,
HGLTV432-2
x 7 7-1/8 32 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
2, R12,
F1
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 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.
2,
R12,
F1
2,
R12,
F1
Code
Ref.
2,
R12,
F1
7 x 18
2,
R12,
F1
2,
R12,
F1
2,
R12,
F1
7 x 24
7 x 26
2,
R12,
F1
Header Joist Download 100%
USP
Stock No.
DF
I-Joist
5
Web
Stiff
Reqd
Allowable Loads Header Type (Lbs.)
1,3
7 x 32
Dimensions (in)
7 x 16
7 x 20
7 x 22
7 x 28
7 x 30
EWP Hangers
H
W
L
TF
D