Technical Specifications

SSppeecciiaallttyy OOppttiioonnss
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206
© Copyright 2007 USP Structural Connectors
®
Specialty Options & General Notes
USP
Series Width
Skewed (Maximum)
Sloped Seat (Maximum)
Sloped / Skewed
Sloped Top Flange (Maximum)
Top Flange Offset
Saddle Hanger
Ridge Hanger (Maximum)
Inverted Flange
Uplift
Weldability
USP Series
Catalog Page Reference
BPH all 50º 45º 45º
126,
130-146
GHF all 50º 45º
width > 4-1/2˝
149
1-3/4˝ or less 67-1/2º
> 1-3/4˝ 50º
1-3/4˝ or less 67-1/2º
> 1-3/4˝ 50º
HHDO all 50º 45º
width > 4-1/2˝
101, 103-105
HJC all 30º 60º 182
HLBH all 50º 45º 45º 45º
127,
130-146
HUS all
width > 2-1/4˝
92, 94-99, 122-
123
HWUH all 45º 45º 112-112
KB all 101, 103-105
KEG all 45º 45º 150
KGB all 151
KGH all 45º 39
KGLS all 50º 45º 30º 155
KGLST all 155
KGLT all 50º 45º 45º 152
KHB all 101, 103-105
KHGB all 151
KHGLS all 50º 45º 30º 155
KHGLST all 155
KHGLT all 50º 45º 45º 152
KHHB all
101, 103-105,
151
KHW all 84º 45º 35º 45º 102-105
KLB all 101, 103
KLEG all 45º 45º 150
KMEG all 45º 45º 150
LBH all 50º 45º 45º 45º
127,
130-146
LSSH all 45º 45º 148
MPH
1
all 60º 45º
113-114,
128-146
NFM all 45º 115
PH
1
all 84º 45º 35º 45º 128-146
PHI
1
all 84º 45º 35º 45º 128-146
PHM
1
all 84º 45º 35º 45º 128-146
PHX
1
all 84º 45º 35º 45º 128-146
PHXU
1
all 60º 45º 35º 128-146
SKH all 45º 107-108
SKHH all 45º 107-108
1-3/4˝ or less 67-1/2º
> 1-3/4˝ 50º
SW
1
all 84º 45º 35º 45º 102-105
SWH
1
all 84º 45º 35º 45º 102-105
THDH all 45º 45º 122-125, 173
1-3/4˝ or less 67-1/2º
> 1-3/4˝ 50º
1) Skews greater than 45° will have square (butt) cut joist with back plate.
Refer to Typical PH hanger skewed, left shown, Type B illustration on page 208.
121,
123-125
92-99, 121,
123-125
101,
103-105
91, 94-99
122-125, 172
THD
all
THF
45º
45º
45º
width > 2-1/4˝
one flange
width >
45º
45º
SUH
45º
HD
1
HDO
width > 2-1/4˝
width > 3-1/8˝
The information listed only applies to
hangers manufactured by USP
S
tructural Connectors® and installed
according to the instructions listed in
t
his catalog. Some of the options
listed may not have been evaluated
o
n a single hanger. The designer
must
always evaluate each
connection,
including the joist and
header capacities, before specifying
a
specialty connector. USP sloped
hangers are manufactured with the
plumb cut of the joist already
calculated. If a hanger with a
different height is needed, it must
be
specified at the time of ordering.
Materials: Steel gauge may vary
from that specified depending on the
specialty option and manufacturing
process used. Some formed hangers
may be welded when modifying the
hanger. Hanger configurations,
fastener schedules, and height may
vary from the tables depending on
the joist size, skew, and slope.
Finish: See specific hanger option
tables. Welded hangers are painted
with USP gray primer. Non-catalog
hangers available in Hot-dip
galvanized, use
HDG after product
number.
Allowable Loads: For multiple
options for the same connector, use
the most conservative reduction to
give the lowest design load.
Installation:
• Fill all nail holes with fasteners
specified in the tables.
• Fastener quantities may increase
from the amount listed in the tables
depending on hanger option.
NA16D-RS, NA20D, and NA25D
nails are supplied with hangers.
• For type A skewed hangers, the end
of joist must be bevel cut; for type B
skewed hangers, the end of joist
must be butt-cut.
Codes: Modified hangers are not
code evaluated due to their
numerous variations.