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Installation Notes - USP Connectors

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EWP Top Mount Hanger Charts continued<br />

EWP Hangers<br />

Joist Size<br />

3-1/2 x 9-1/2<br />

3-1/2 x 11-1/4<br />

3-1/2 x 11-7/8<br />

3-1/2 x 12<br />

<strong>USP</strong><br />

Stock No.<br />

THO35950<br />

THO17950-2<br />

BPH3595<br />

PHM3595<br />

PHXU3595<br />

HLBH3595<br />

MPH1795-2<br />

THO35112<br />

BPH35112<br />

PHXU35112<br />

HLBH35112<br />

MPH412<br />

THO35118<br />

THO35120<br />

BPH3512<br />

PHXU3512<br />

HLBH3512<br />

MPH3512<br />

Ref. No.<br />

LT359<br />

LT351188<br />

THO17118-2 MIT411.88<br />

BPH35118<br />

<br />

LBV3.56/11.88<br />

PHM35118<br />

PHXU35118<br />

HLBH35118<br />

MPH17118-2<br />

MIT49.5<br />

LBV3.56/9.5<br />

WPI49.5<br />

GLTV3.59,<br />

HB3.56/9.5,<br />

HWI49.5,<br />

HWU3.56/9.5<br />

HGLTV3.59<br />

WM3.56/9.5<br />

LT351125<br />

<br />

LBV3.56/11.25<br />

GLTV3.56/11.25,<br />

HB3.56/11.25,<br />

HWI411.25,<br />

HWU3.56/11.25,<br />

WPI411.25<br />

HGLTV3.56/11.25<br />

WM412<br />

WPI411.88<br />

GLTV3.511,<br />

HB3.56/11.88,<br />

HWI411.88,<br />

HWU3.56/11.88,<br />

WPU3.56/11.88<br />

HGLTV3.511<br />

WM3.56/11.88<br />

-- --<br />

HWI412,<br />

LBV3.56/12<br />

GLTV3.512,<br />

HB3.56/12<br />

HGLTV3.512<br />

WMI412<br />

Web Stiffener Reqd.<br />

Steel Gauge<br />

-- 16<br />

x 16<br />

x 12<br />

x<br />

x<br />

x<br />

--<br />

--<br />

x<br />

x<br />

7/10<br />

7<br />

7<br />

12<br />

16<br />

12<br />

x 7<br />

x 7<br />

-- 12<br />

-- 18<br />

x 16<br />

12<br />

x 7/10<br />

x 7<br />

x 7<br />

-- 12<br />

-- 18<br />

x 12<br />

x 7<br />

x 7<br />

-- 12<br />

Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4<br />

Header<br />

Joist<br />

Header Material (100%)<br />

Uplift 1<br />

W H D L TF Qty Type Qty Type Unit<br />

3-9/16 9-1/2 2-3/8 -- 2-7/16 10 10d 2 10d x 1-1/2<br />

3-9/16<br />

3-9/16<br />

3-5/8<br />

3-9/16<br />

3-5/8<br />

3-5/8<br />

3-9/16<br />

3-9/16<br />

3-9/16 11-1/4<br />

3-5/8<br />

3-9/16<br />

3-9/16<br />

3-9/16<br />

3-9/16<br />

3-5/8<br />

3-9/16<br />

3-5/8<br />

3-5/8<br />

3-9/16<br />

3-9/16<br />

3-9/16<br />

3-5/8<br />

9-1/2<br />

9-1/2<br />

9-1/2<br />

9-1/2<br />

9-1/2<br />

9-1/2<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 />

12<br />

12<br />

12<br />

12<br />

3-1/2 12<br />

11-7/8 6 12<br />

11-7/8<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 />

<br />

Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.<br />

2-3/8<br />

2-3/8<br />

2-1/2<br />

3-1/4<br />

6<br />

2-1/2<br />

2-3/8<br />

2-3/8<br />

3-1/4<br />

6<br />

2-1/2<br />

2-3/8<br />

2-3/8<br />

2-3/8<br />

2-1/2<br />

3-1/4<br />

2-1/2<br />

2-3/8<br />

2-3/4<br />

3-1/4<br />

6<br />

2-1/2<br />

-- 1-9/16<br />

--<br />

7<br />

10<br />

12<br />

7<br />

--<br />

--<br />

10<br />

12<br />

7<br />

--<br />

--<br />

--<br />

7<br />

10<br />

7<br />

--<br />

--<br />

10<br />

12<br />

7<br />

2-3/8<br />

3<br />

2-1/2<br />

3-1/8<br />

3-3/4<br />

2-1/2<br />

2-3/8<br />

2-1/2<br />

3-1/8<br />

3-3/4<br />

2-1/2<br />

1-9/16<br />

2-3/8<br />

3<br />

2.5<br />

3-1/8<br />

3-3/4<br />

2-1/2<br />

2-1/32<br />

2-1/2<br />

3-1/8<br />

3-3/4<br />

10 16d 6 10d<br />

10 16d 4 10d<br />

2 16d 2 10d<br />

8 16d 6 10d<br />

15 6 16d<br />

2 16d duplex 2 10d<br />

10 10d 2 10d x 1-1/2<br />

10 16d 4<br />

10 10d<br />

10 16d 6<br />

8 16d<br />

2 10d x 1-1/2<br />

10d<br />

6 10d<br />

15 6 16d<br />

2 16d duplex 2<br />

10d<br />

8 16d 6 10d<br />

15 6 16d<br />

2 16d duplex 2 10d<br />

10 10d 2 10d x 1-1/2<br />

10<br />

10<br />

16d 6 10d<br />

16d 4 10d<br />

2 16d 2<br />

10d<br />

8 16d 6 10d<br />

15 6 16d<br />

2 16d duplex 2 10d<br />

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 2950 2950 2950 2950 2975 2115 -- 500<br />

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22<br />

Lbs 3785 3355 3680 3680 4370 3100 -- 2210<br />

kN 16.84 14.92 16.37 16.37 19.44 13.79 -- 9.83<br />

Lbs -- 5300 5055 5435 5055 4725 -- 830<br />

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69<br />

Lbs -- 5395 5140 4435 4685 4685 -- --<br />

kN -- 24.00 22.86 19.73 20.84 20.84 -- --<br />

Lbs -- 9575 8330 9245 7610 5170 -- 1290<br />

kN -- 42.59 37.06 41.13 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 -- -- -- -- -- -- 6165 --<br />

kN -- -- -- -- -- -- 27.42 --<br />

Lbs 2950 2950 2950 2950 2975 2115 -- 500<br />

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22<br />

Lbs -- 5300 5055 5435 5055 4725 -- 830<br />

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69<br />

Lbs -- 9575 8330 9245 7610 5170 -- 1290<br />

kN -- 42.59 37.06 41.13 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 -- -- -- -- -- -- 6165 --<br />

kN -- -- -- -- -- -- 27.42 --<br />

Lbs 2535 2950 2950 2950 2975 2115 -- 500<br />

kN 11.28 13.12 13.12 13.12 13.23 9.41 -- 2.22<br />

Lbs 3785 3355 3390 3390 4820 3425 -- 2210<br />

kN 16.84 14.92 15.08 15.08 21.44 15.24 -- 9.83<br />

Lbs -- 5300 5055 5435 5055 4725 -- 830<br />

kN -- 23.58 22.49 24.18 22.49 21.02 -- 3.69<br />

Lbs -- 5395 5140 4435 4685 4685 -- --<br />

kN -- 24.00 22.86 19.73 20.84 20.84 -- --<br />

Lbs -- 9575 8330 9245 7610 5170 -- 1290<br />

kN -- 42.59 37.06 41.13 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 -- -- -- -- -- -- 6165 --<br />

kN -- -- -- -- -- -- 27.42 --<br />

Lbs 2950 2950 2950 2950 2975 2115 -- 500<br />

kN 13.12 13.12 13.12 13.12 13.23 9.41 -- 2.22<br />

Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />

kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />

Lbs -- 9575 8330 9245 7610 5170 -- 1335<br />

kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94<br />

Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />

kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />

Lbs -- -- -- -- -- -- 6165 --<br />

kN -- -- -- -- -- -- 27.42 --<br />

L<br />

H<br />

TF<br />

© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />

W<br />

D<br />

continued on next page<br />

134<br />

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

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