Technical Specifications

199
Plated Truss
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HHC / HJC / HJHC / HTHJ Hip/Jack Connectors
HHC – Designed to support 1 ply hip and jack trusses/rafters.
Contact USP when using in multi-ply applications.
HJHC – Allows for hip/hip support and hip/jack/hip installations.
HJC & HTHJ – Used to simultaneously hang a combination of hips and
jacks off girder trusses. These hangers t both left-hand and right-hand
applications. An open back design allows for retrot installations.
Materials: HHC, HJC, & HJHC – 12 gauge, HTHJ –18 gauge
Finish: G90 galvanizing
Options: See Specialty Options Chart
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
Typical HJC/HTHJ
installation
Typical HJC/HTHJ installation top view
HJC
Typical HHC
installation top view
Typical HJC (skewed) installation
with alternate skew angle top view
HHCHTHJ
Typical HJHC
installation top view
HJC (skewed)
HJHC
Floor
Uplift
1
Floor
Uplift
1
Description Ref. No. Qty Type Qty Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
2 x 6 right / left HJC26
LTHJA26,
THJA26,
THJU26
12 5-3/8 16 16d 5 7 10d 2385 2740 2980 1840 2065 2375 2580 1545
2 x 8 right / left HJC28 -- -- 12 7-1/8 20 16d 6 8 10d 2980 3425 3505 1840 2580 2945 2945 1545
2 x 6 terminal HHC26
LTHJA26,
THJA26
12 5-7/16 20 16d 5 -- -- 10d 2980 3425 3505 1015 2580 2945 2945 1545
2 x 8 terminal HHC28 -- -- 12 7-3/16 24 16d 6 -- -- 10d 3505 3505 3505 1840 2945 2945 2945 1545
2 x 6 terminal HJHC26 -- -- 12 5-7/16 20 16d 5 2 10d 2980 3425 3505 1840 2580 2945 2945 1545
2 x 8 terminal HJHC28 -- -- 12 7-3/16 24 16d 6 2 10d 3505 3505 3505 1840 2945 2945 2945 1545
2 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 5 16d 2190 2520 2740 1790 1870 2155 2340 1505
10, R8
,
F5
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Loading published for total load of hip / jack connection.
3) Minimum nail penetration is 1-5/8" for 16d nails.
4)
NAILS:
10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in
blue font
.
USP
Stock No.
Steel
Gauge
RoofRoof
H
(in)
130
Supported Member
10,
R8,
F5
Fastener Schedule
4
Code
Ref.
DF/SP
Allowable Loads (Lbs.)
2
S-P-F
Allowable Loads (Lbs.)
2
per
Hip
per
Jack
Supporting
Member
3
Option Hip Truss Skew
Range
30˚ to 60˚
Allowable Loads
100% of table load
Ordering
Add SK, angle of hip
required, to product number.
Ex. HJC26_SK55
1) Uplift loads have been
increased 60% for wind
or seismic loads; no
further increase shall
be permitted.
2) Loading published for
total load of hip / jack
connection.
3) Minimum nail
penetration is 1-1/2" for
10d nails and 1-5/8" for
16d nails.
4) NAILS: 10d nails are
0.148" dia. x 3" long,
16d nails are 0.162" dia.
x 3-1/2" long.
New products or updated
product information are
designated in blue font.
Specify angle
(60° max)
HJC Specialty Options Chart
Plated Truss
45°
45°
10-1/2"
9"
5"
6"
3-1/4"
5-7/8"
1-3/4"
1-3/4"
2"
1-7/8"
3-1/4"
3-1/4"
Varies
8"max. width
45°
45°
45°
45°
H
H
H
H
H
3-1/4"
1-3/4"