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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 />

1-800-328-5934 • www.<strong>USP</strong>connectors.com

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