Technical Specifications

159
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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%
BPH5516 -- -- x 12 5-9/16 16 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1220 2, R12, F1
HBPH5516 HB5.50/16 x 10 5-1/2 16 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM5516 -- -- x 7/10 5-5/8 16 2-1/2 7 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU5516 HWU5.50/16 x 7 5-1/2 16 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH5516
GLTV5.516,
HGLTV5.516
x 7 5-9/16 16 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1605
BPH5518 -- -- x 12 5-9/16 18 2-1/2 -- 2-1/32 10 16d 6 10d 3430 3510 3775 3280 -- 3430 1220
HBPH5518 HB5.50/18 x 10 5-1/2 18 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM5518 -- -- x 7/10 5-5/8 18 2-1/2 7 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU5518 HWU5.50/18 x 7 5-1/2 18 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH5518
GLTV5.518,
HGLTV5.518
x 7 5-9/16 18 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1605
HBPH5520 HB5.50/20 x 10 5-1/2 20 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU5520 HWU5.50/20 x 7 5-1/2 20 3-1/4 11-1/2 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH5520 GLTV5.520 x 7 5-9/16 20 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10565 9600 8915 -- 9600 1605
7 x 7-1/4 PHXU71725 HWU7.12/7.25 x 7 7-1/8 7-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
BPH71925 -- -- x 12 7-1/8 9-1/4 3 -- 2-3/8 10 16d 6 10d 3485 3510 3775 3280 -- 3485 1220
HBPH71925 HB7.12/9.25 x 10 7-1/8 9-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM35925-2 -- -- x 7/10 7-1/8 9-1/4 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU71925
WPI49.25-2,
HWU7.12/9.25
x 7 7-1/8 9-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH71925 GLTV49.25-2 x 7 7-1/8 9-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7195 B7.12/9.5 x 12 7-1/8 9-1/2 3 -- 2-3/8 10 16d 6 10d 3485 3510 3775 3280 -- 3485 1220
HBPH7195 HB7.12/9.5 x 10 7-1/8 9-1/2 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM3595-2 -- -- x 7/10 7-1/8 9-1/2 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU7195
WPI49.5-2,
HWU7.12/9.5
x 7 7-1/8 9-1/2 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7195 GLTV49.5-2 x 7 7-1/8 9-1/2 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH71112 -- -- x 12 7-1/8 11-1/4 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 3280 -- 3455 1220
HBPH71112 HB7.12/11.25 x 10 7-1/8 11-1/4 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHXU71112 HWU7.12/11.25 x 7 7-1/8 11-1/4 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH71112
GLTV411.25-2,
HGLTV411.25-2
x 7 7-1/8 11-1/4 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH71118 B7.12/11.88 x 12 7-1/8 11-7/8 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 3280 -- 3455 1220
HBPH71118 HB7.12/11.88 x 10 7-1/8 11-7/8 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM35118-2 -- -- x 7/10 7-1/8 11-7/8 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU71118
HWU7.12/11.88,
WPI411.88-2
x 7 7-1/8 11-7/8 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH71118
GLTV411.88-2,
HGLTV411.88-2
x 7 7-1/8 11-7/8 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
BPH7114 B7.12/14 x 12 7-1/8 14 3 -- 2-3/16 10 16d 6 10d 3455 3515 3775 3280 -- 3455 1220
HBPH7114 HB7.12/14 x 10 7-1/8 14 3-1/2 -- 3 22 16d 10 16d 6930 6930 6930 6930 -- 6930 2705 2
PHM3514-2 -- -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d 3745 3665 3080 3390 -- 3390 --
PHXU7114
WPI414-2,
HWU7.12/14
x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d 6650 5785 6650 3590 -- 5285 1290
HLBH7114
GLTV414-2,
HGLTV414-2
x 7 7-1/8 14 6 12 3-1/8 15 NA16D-RS 6 16d 10620 10370 9600 8915 -- 9600 1605
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
7 x 14
USP
Stock No.
DF
I-Joist
5
Code
Ref.
7 x 9-1/2
7 x 11-1/4
2,
R12,
F1
5-1/4 x 16
2,
R12,
F1
Web
Stiff
Reqd
Allowable Loads Header Type (Lbs.)
1,3
Dimensions (in)
Header Joist Download 100%
2,
R12,
F1
5-1/4 x 18
2,
R12,
F1
2,
R12,
F1
2,
R12,
F1
5-1/4 x 20
7 x 9-1/4
7 x 11-7/8
2,
R12,
F1
EWP Hangers
H
W
L
TF
D