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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 />

2 - 2-1/8 x 14<br />

2 - 2-1/8 x 16<br />

2-1/4 - 2-5/16<br />

x 9-1/2<br />

2-1/4 - 2-5/16<br />

x 11-7/8<br />

2-1/4 - 2-5/16<br />

x 14<br />

2-1/4 - 2-5/16<br />

x 16<br />

2-1/4 - 2-5/16<br />

x 18<br />

2-1/4 - 2-5/16<br />

x 20<br />

2-1/2 x 9-1/4<br />

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

Stock No.<br />

Ref. No.<br />

Steel Gauge<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 />

2-1/2 x 9-3/8 TFL25938 LT259375 -- 18 2-1/2 9-3/8 2 -- 1-1/2 6 10d 2<br />

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

TFL2014<br />

TFL2314<br />

TFI3518<br />

TFL2595<br />

LT214,<br />

ITS2.06/14<br />

TFL2016 LT2016<br />

TFL2395<br />

TFL23118<br />

LT2314,<br />

ITS2.37/14<br />

THO23140 LBV2.37/14<br />

TFI3514 MIT3514<br />

PHM2314 WP3514<br />

MPH2314 -- --<br />

TFL2316 -- --<br />

TFI3516 MIT3516<br />

PHM2316 WP3516<br />

MPH2316 -- --<br />

PHM2318 WP3518<br />

TFI3520<br />

LT239,<br />

ITS2.37/9.5<br />

MPH2395 -- --<br />

LT231188,<br />

ITS2.37/11.88<br />

MPH23118 WM3511.88<br />

HIT3518,<br />

LBV2.37/18,<br />

MIT3518<br />

MPH2318 -- --<br />

HIT3520,<br />

LBV2.37/20,<br />

MIT3520<br />

PHM2320 WP3520<br />

MPH2320 -- --<br />

TFL25925 LT25925<br />

MPH25925 -- --<br />

LT259,<br />

ITS2.56/9.5<br />

MPH2595 -- --<br />

Web Stiffener Reqd.<br />

-- 18<br />

-- 18<br />

-- 18<br />

-- 12<br />

-- 18<br />

18<br />

-- 16<br />

x 7/10<br />

-- 12<br />

-- 18<br />

-- 16<br />

x 7/10<br />

-- 12<br />

-- 18<br />

-- 12<br />

2-5/16<br />

2-3/8<br />

-- 12 2-3/8<br />

-- 18<br />

--<br />

-- 16<br />

x 7/10<br />

x 12<br />

-- 16<br />

x 7/10<br />

x 12<br />

-- 18<br />

-- 12<br />

2-1/8<br />

2-1/8<br />

2-5/16<br />

2-5/16<br />

2-3/8<br />

2-3/8<br />

2-3/8<br />

2-1/2<br />

16<br />

20<br />

20<br />

9-1/4<br />

9-1/4<br />

2-1/2 9-1/2 2 -- 1-1/2 6<br />

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

3-3/4 2 16d duplex<br />

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

10d x 1-1/2<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 />

2-3/8<br />

2-1/2<br />

2-1/2<br />

2-1/2<br />

2-1/2<br />

2-1/2<br />

2<br />

2-1/2<br />

2-1/2<br />

7<br />

7<br />

2-1/16<br />

18 2-1/2 7 3<br />

2-1/2<br />

2-1/2<br />

2-1/2<br />

--<br />

--<br />

2-3/8 14 2-1/2 7 3 2 16d<br />

2-3/8<br />

2-5/16<br />

2-3/8<br />

2-3/8<br />

2-3/8<br />

14 2<br />

14<br />

14<br />

16<br />

16<br />

16<br />

2<br />

2-1/2<br />

7<br />

--<br />

--<br />

7<br />

7<br />

--<br />

7<br />

--<br />

7<br />

--<br />

7<br />

1-1/2<br />

2<br />

3-3/4<br />

1-1/2<br />

2-1/16<br />

3<br />

3-3/4<br />

3-3/4<br />

2-1/16<br />

3<br />

3-3/4<br />

1-1/2<br />

3-3/4<br />

6 10d<br />

2-3/8 14 2-1/2 -- 2-1/16 6 16d<br />

2-3/8<br />

2-3/8<br />

2-3/8<br />

2-3/8<br />

2-1/2<br />

14<br />

16<br />

9-1/2<br />

9-1/2<br />

11-7/8<br />

11-7/8<br />

18<br />

18<br />

20<br />

2 --<br />

2 --<br />

2 --<br />

2-1/2<br />

2<br />

2-1/2<br />

7<br />

--<br />

1-1/2<br />

1-1/2<br />

1-1/2<br />

3-3/4<br />

1-1/2<br />

7 3-3/4<br />

6 10d<br />

6 10d 2<br />

2 16d duplex 2<br />

6 10d<br />

6<br />

16d 2<br />

2 16d duplex<br />

2<br />

2<br />

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

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

2<br />

2<br />

2<br />

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

6 10d 2 10d x 1-1/2<br />

6 10d 2 10d x 1-1/2<br />

2 16d duplex 2 10d x 1-1/2<br />

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

2 16d duplex 2 10d x 1-1/2<br />

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

12 10d 2 10d x 1-1/2<br />

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

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

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

2 16d 2 10d x 1-1/2<br />

6<br />

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

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

6 16d 2 10d x 1-1/2<br />

2<br />

6<br />

16d 2<br />

2 16d 2<br />

16d duplex<br />

16d 2 10d x 1-1/2<br />

2 16d duplex 2 10d x 1-1/2<br />

10d 2<br />

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

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

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

2 16d duplex 2 10d x 1-1/2<br />

10d x 1-1/2<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 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs 3865 3865 3865 3865 4450 3160 -- 500<br />

kN 17.19 17.19 17.19 17.19 19.80 14.06 -- 2.22<br />

Lbs -- 3685 3220 3260 4190 2975 -- 545<br />

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42<br />

Lbs -- 5140 5140 4435 4125 4125 -- --<br />

kN -- 22.86 22.86 19.73 18.35 18.35 -- --<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs -- 3685 3220 3260 4190 2975 -- 545<br />

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42<br />

Lbs -- 5140 5140 4435 4125 4125 -- --<br />

kN -- 22.86 22.86 19.73 18.35 18.35 -- --<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs -- 3685 3220 3260 4190 2975 -- 545<br />

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42<br />

Lbs -- 5140 5140 4435 4125 4125 -- --<br />

kN -- 22.86 22.86 19.73 18.35 18.35 -- --<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs -- 3685 3220 3260 4190 2975 -- 545<br />

kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42<br />

Lbs -- 5140 5140 4435 4125 4125 -- --<br />

kN -- 22.86 22.86 19.73 18.35 18.35 -- --<br />

Lbs -- -- -- -- -- -- 5565 --<br />

kN -- -- -- -- -- -- 24.76 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs -- -- -- -- -- -- 5990 --<br />

kN -- -- -- -- -- -- 26.65 --<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />

kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />

Lbs -- -- -- -- -- -- 5990 --<br />

kN -- -- -- -- -- -- 26.65 --<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 />

130<br />

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

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