Installation Notes - USP Connectors

EWP Top Mount Hanger Charts continued
© Copyright 2013 USP Structural Connectors ®
Joist Size
7 x 16
7 x 18
7 x 20
7 x 22
USP
Stock No.
BPH7116
PHM3516-2
PHXU7116
HLBH7116
MPH3516-2
BPH7118
PHM3518-2
PHXU7118
HLBH7118
MPH3518-2
BPH7120
PHM3520-2
PHXU7120
HLBH7120
BPH7122
PHXU7122
HLBH7122
Ref. No.
B7.12/16
-- --
GLTV416-2,
HB7.12/16,
WPI416-2
HGLTV416-2
WMI416-2
B7.12/18
-- --
GLTV418-2,
HB7.12/18,
HWI418-2
HGLTV418-2
WMI418-2
B7.12/20
-- --
GLTV420-2,
HB7.12/20
B7.12/22
HWI422-2
Web Stiffener Reqd.
Steel Gauge
x 12
x 7/10
x
x
7
x 12
x 7
x
7
x 12
x 7/10
x 7
12
x 12
x 7/10
x 7
-- -- x 7
GLTV422-2,
HB7.12/22,
HGLTV7.12/22
x 12
x
7
x 7
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
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
7-1/8
16
16
16
16
16
18
18
18
18
18
20
20
20
20
22
22
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.
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.
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.
3
2-1/2
10
3-1/4 13-1/8
6 12
2-1/2 8
3
2-1/2
3-1/4
6
3
2-1/2
--
--
10
13-1/8
12
--
10
3-1/8
2-1/2 8 3-3/4
3-1/4 13-1/8 2-1/2
6 12
3 --
3-1/4 13-1/8
2-3/16
3
2-1/2
3-3/4
2-3/16
3
2-1/2
3-1/8
2-3/16
3
3-1/8
2-3/16
2-1/2
10 16d
2 16d
8 16d
15
2 16d duplex
6 10d
2 10d
6 10d
6 16d
2 10d
10 16d 6 10d
2 16d 2 10d
8 16d 6 10d
15 6 16d
2 16d duplex
10 16d
2 16d
8 16d
2 10d
6 10d
2 10d
6 10d
15 6 16d
10 16d
7-1/8 22 6 12 3-1/8 15
8
6 10d
16d 6 10d
6 16d
DF-L
I-Joist 2
LVL
PSL
LSL
DF-L
SPF
Masonry 3
DF-L 115%
Lbs -- 5300 5060 5435 5055 4725 -- 1245
kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54
Lbs -- 5395 5280 4435 4880 4880 -- --
kN -- 24.00 23.49 19.73 21.71 21.71 -- --
Lbs -- 9575 8330 9575 7610 5170 -- 1290
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74
Lbs -- 15295 14935 13825 13825 12840 -- 1930
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59
Lbs -- -- -- -- -- -- 6165 --
kN -- -- -- -- -- -- 27.42 --
Lbs -- 5300 5060 5435 5055 4725 -- 1245
kN -- 23.58 22.51 24.18 22.49 21.02 -- 5.54
Lbs -- 5395 5280 4435 4880 4880 -- --
kN -- 24.00 23.49 19.73 21.71 21.71 -- --
Lbs -- 9575 8330 9575 7610 5170 -- 1290
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74
Lbs -- 15295 14935 13825 13825 12840 -- 1930
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59
Lbs -- -- -- -- -- -- 6165 --
kN -- -- -- -- -- -- 27.42 --
Lbs -- 5300 5055 5435 5055 4725 -- 1245
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54
Lbs -- 5395 5280 4435 4880 4880 -- --
kN -- 24.00 23.49 19.73 21.71 21.71 -- --
Lbs -- 9575 8330 9575 7610 5170 -- 1290
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74
Lbs -- 15295 14935 13825 13825 12840 -- 1930
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59
Lbs -- 5300 5055 5435 5055 4725 -- 1245
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54
Lbs -- 9575 8330 9575 7610 5170 -- 1335
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94
Lbs -- 15295 14935 13825 13825 12840 -- 1930
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59
L
H
TF
EWP Hangers
W
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