EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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<strong>EWP</strong> Top Mount Hanger Charts continued<br />
<strong>EWP</strong> <strong>Hangers</strong><br />
Joist Size<br />
5-1/4 x 20<br />
7 x 7-1/4<br />
7 x 9-1/4<br />
7 x 9-1/2<br />
7 x 11-1/4<br />
7 x 11-7/8<br />
<strong>USP</strong><br />
Stock No.<br />
PHXU5520<br />
HLBH5520<br />
PHXU71725<br />
BPH71925<br />
PHM35925-2<br />
PHXU71925<br />
HLBH71925<br />
BPH7195<br />
PHM3595-2<br />
PHXU7195<br />
HLBH7195<br />
MPH3595-2<br />
BPH71112<br />
PHXU71112<br />
HLBH71112<br />
MPH35112-2<br />
BPH71118<br />
PHM35118-2<br />
PHXU71118<br />
HLBH71118<br />
MPH35118-2<br />
BPH7114<br />
PHM3514-2<br />
7 x 14 PHXU7114<br />
HLBH7114<br />
MPH3514-2<br />
Ref. No.<br />
HB5.50/20<br />
-- --<br />
-- --<br />
-- --<br />
B7.12/9.5<br />
-- --<br />
GLTV49.5-2,<br />
HB7.12/9.5,<br />
WPI49.5-2<br />
-- --<br />
WMI49.5-2<br />
Web Stiffener Reqd.<br />
x<br />
Steel Gauge<br />
x 7<br />
x 7<br />
-- -- x 7<br />
x 12<br />
7<br />
x 12<br />
x 7/10<br />
x<br />
7<br />
x 7<br />
x 12<br />
Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4<br />
Header Joist Header Material (100%)<br />
Uplift 1<br />
W H D L TF Qty Type Qty Type Unit<br />
5-1/2 20 3-1/4 11.5 2-1/2 8 16d 6 10d<br />
5-9/16<br />
7-1/8<br />
7-1/8<br />
-- -- x 7/10 7-1/8<br />
HB7.12/9.25,<br />
WPI49.25-2<br />
x 7 7-1/8<br />
-- --<br />
GLTV411.25-2,<br />
HB7.12/11.25<br />
HGLTV411.25-2<br />
WMI411.25-2<br />
B7.12/11.88<br />
-- --<br />
GLTV411.88-2,<br />
HB7.12/11.88,<br />
HWU7.12/11.88,<br />
WPI411.88-2<br />
HGLTV411.88-2<br />
WMI411.88-2<br />
B7.12/14<br />
WMI414-2<br />
x 12<br />
x 7<br />
x 7<br />
x<br />
12<br />
x 12<br />
x 7/10<br />
x 7<br />
x 7<br />
x 12<br />
x 12<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
20<br />
7-1/4<br />
9-1/4<br />
9-1/2<br />
12 3-1/8 15 6 16d<br />
9-1/4 3 -- 2-3/8 10 16d 6 10d<br />
9-1/4 2-1/2 10 3 2 16d 2<br />
9-1/4<br />
9-1/2<br />
9-1/2<br />
9-1/2<br />
9-1/2 2-1/2<br />
11-1/4<br />
11-1/4<br />
11-1/4<br />
11-1/4<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
13-1/8 2-1/2<br />
1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.<br />
2) When I-joist is used as a header, all nails must be 10d x 1-1/2.<br />
3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.<br />
4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for <strong>USP</strong> Structural <strong>Connectors</strong> for details.<br />
5) Minimum nail embedment shall be 8 nail diameters (typ.).<br />
6) NAILS<br />
Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.<br />
New products or updated product information are designated in red font.<br />
6<br />
3-1/4<br />
3-1/4<br />
6<br />
3<br />
2-1/2<br />
3-1/4<br />
6<br />
3<br />
3-1/4<br />
6<br />
2-1/2<br />
3<br />
2-1/2<br />
3-1/4<br />
6<br />
2-1/2<br />
13-1/8<br />
12<br />
--<br />
10<br />
13-1/8<br />
8<br />
2-1/2<br />
3-1/8<br />
2-3/8<br />
3<br />
2-1/2<br />
12 3-1/8<br />
3-3/4<br />
-- 2-3/16<br />
13-1/8<br />
12<br />
8<br />
--<br />
10<br />
13-1/8<br />
12<br />
8<br />
2-1/2<br />
3-1/8<br />
3-3/4<br />
2-3/16<br />
3<br />
2-1/2<br />
3-1/8<br />
3-3/4<br />
8 16d<br />
8 16d 6<br />
15 6<br />
2 16d 2<br />
8<br />
2 16d duplex 2<br />
6 10d<br />
10d<br />
10d<br />
16d<br />
10 16d 6 10d<br />
16d<br />
10d<br />
10d<br />
15 6 16d<br />
10d<br />
10d<br />
8 16d 6 10d<br />
6<br />
10 16d 6<br />
15 6 16d<br />
2 16d duplex 2<br />
10d<br />
10 16d 6 10d<br />
2 16d 2 10d<br />
8 16d 6 10d<br />
15 6 16d<br />
2<br />
16d duplex 2 10d<br />
10 16d 6<br />
-- -- x 7/10 7-1/8 14 2-1/2 10 3 2 16d 2 10d<br />
GLTV414-2,<br />
HB7.12/14, x 7 7-1/8 14 3-1/4 13-1/8 2-1/2 8 16d 6 10d<br />
WPI414-2<br />
HGLTV414-2 x 7 7-1/8 14 6 12 3-1/8 15 6 16d<br />
x 12<br />
14<br />
14<br />
3<br />
2-1/2<br />
--<br />
8<br />
2-3/16<br />
3-3/4<br />
10d<br />
2 16d duplex 2 10d<br />
DF-L<br />
I-Joist 2<br />
LVL<br />
PSL<br />
LSL<br />
DF-L<br />
SPF<br />
Masonry 3<br />
DF-L 115%<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
Lbs -- 5300 5060 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
Lbs -- 5300 5060 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
Lbs -- 5300 5060 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
W<br />
L<br />
H<br />
D<br />
TF<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
continued on next page<br />
140<br />
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