Installation Notes - USP Connectors

EWP Top Mount Hanger Charts
EWP Hangers
Joist Size
1-1/2 x 9-1/4
1-1/2 x 9-1/2
1-1/2 x 11-1/4
USP
Stock No. Ref. No.
THO15925 LT15925 --
BPH15925
THO15950
BPH1595
MPH1595
BPH15112
MPH212
LBV1.56/9.25
MPH210 WM29.25
LT159
LBV1.56/9.5,
MIT29.5
WM29.5
LBV1.56/11.25
WM211.25
Web Stiffener Reqd.
x
--
--
x
--
x
--
Steel Gauge
18
12
12
18
12
12
12
12
Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4
Header
Joist
Header Material (100%)
Uplift 1
W H D L TF Qty Type Qty Type Unit
1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2
1-9/16
1-9/16
1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2
1-9/16
1-9/16
1-9/16
1-9/16
9-1/4
9-1/4
9-1/2
9-1/2
11-1/4
11-1/4
2-3/8
2-1/2
2-3/8
2-1/2
2-3/8
2-1/2
--
7
--
7
--
1-1/2
3-3/4
1-1/2
3-3/4
1-1/2
10
10
16d 4
7 3-3/4 2 16d duplex
10 16d 4 10d x 1-1/2
2 16d duplex 2 10d x 1-1/2
16d 4 10d x 1-1/2
16d duplex 2 10d x 1-1/2
10d x 1-1/2
10d x 1-1/2
DF-L
I-Joist 2
LVL
PSL
LSL
DF-L
SPF
Masonry 3
DF-L 115%
Lbs 1445 1935 1860 1920 1645 1170 -- 435
kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94
Lbs -- 4415 4415 4415 3780 2865 -- 780
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47
Lbs -- -- -- -- -- -- 3745 --
kN -- -- -- -- -- -- 16.66 --
Lbs 1815 1935 1860 1920 1790 1270 -- 505
kN 8.07 8.61 8.27 8.54 7.96 5.65 -- 2.25
Lbs -- 4415 4415 4415 3780 2865 -- 780
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47
Lbs -- -- -- -- -- -- 3745 --
kN -- -- -- -- -- -- 16.66 --
Lbs -- 4415 4415 4415 3780 2865 -- 780
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47
Lbs -- -- -- -- -- -- 3745 --
kN -- -- -- -- -- -- 16.66 --
THO15118
LT151188,
Lbs 1880 1935 1860 1920 1975 1405 -- 505
-- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2
MIT211.88
kN 8.36 8.61 8.27 8.54 8.79 6.25 -- 2.25
1-1/2 x 11-7/8
Lbs -- 4415 4415 4415 3780 2865 -- 780
BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47
MPH15118 WM211.88 -- 12 1-9/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2
Lbs -- -- -- -- -- -- 3745 --
kN -- -- -- -- -- -- 16.66 --
THO15140 -- -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2
Lbs 1485 1485 1485 1485 1690 1200 -- 435
kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94
1-1/2 x 14 BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2
Lbs -- 4415 4415 4415 3780 2865 -- 780
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47
MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2
Lbs -- -- -- -- -- -- 3745 --
kN -- -- -- -- -- -- 16.66 --
1-5/8 x 9-1/2 THO16950 -- -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2
Lbs 1445 1935 1860 1920 1645 1170 -- 435
kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94
1-5/8 x 11-1/4 THO16112 -- -- -- 16 1-11/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2
Lbs 1485 1935 1860 1920 1690 1200 -- 435
kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94
1-5/8 x 11-7/8 THO16118 -- -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2
Lbs 1485 1935 1860 1920 1690 1200 -- 435
kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94
1-5/8 x 14 THO16140 -- -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2
Lbs 1485 1485 1485 1485 1690 1200 -- 435
kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94
1-3/4 x 7-1/4 PHXU17725
LBV1.81/7.25,
Lbs -- 6370 6370 6370 6370 4420 -- 1210
x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2
WP1.81/7.25
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38
BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2
Lbs -- 4890 4890 4890 4320 3235 -- 780
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47
1-3/4 x 9-1/4 PHM17925 WP9.25 x 7/10 1-13/16 9-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2
Lbs -- 5090 4795 4435 4125 4125 -- --
kN -- 22.64 21.33 19.73 18.35 18.35 -- --
PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2
Lbs -- 6370 6370 6370 6370 4420 -- 1210
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38
THO17950
LT179,
Lbs 1570 1935 1860 1920 2195 1560 -- 505
-- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2
ITS1.81/9.5
kN 6.98 8.61 8.27 8.54 9.76 6.94 -- 2.25
BPH1795
LBV1.81/9.5,
Lbs -- 4890 4890 4890 4320 3235 -- 780
x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2
MIT9.5
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47
1-3/4 x 9-1/2
Lbs -- 5090 4795 4435 4125 4125 -- --
PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2
kN -- 22.64 21.33 19.73 18.35 18.35 -- --
PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2
Lbs -- 6370 6370 6370 6370 4420 -- 1210
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38
MPH1795 WM9 -- 12 1-13/16 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2
Lbs -- -- -- -- -- -- 4305 --
kN -- -- -- -- -- -- 19.15 --
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.
2) When I-joist is used as a header, all nails must be 10d x 1-1/2.
L
3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.
4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details.
TF
5) Minimum nail embedment shall be 8 nail diameters (typ.).
6) NAILS
Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.
H
2
2
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