Technical Specifications

173
Truss & Rafter
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The HLPTA75 is designed and tested to provide higher lateral
capacity and net uplift. Offers greater pullout resistance and
is compatible with bond beam reinforcing.
Materials: 18 gauge
Finish: G90 galvanizing
Codes: See page 11 for Code Reference Chart
Patent: #7,254,919
Installation:
Use all specied fasteners. See Product Notes, page 17.
Embed in concrete tie beam or masonry bond beam until
the seat is resting on the surface.
Minimum of one #7 rebar or two #5 rebars through the
theoretical shear cone is required.
Grout or concrete compressive strength shall be
2,500 psi at 28 days.
Minimum spacing between anchors is 10" to achieve
full design load capacities on single anchors.
When used in a double rebar installation, concrete
tie beam stirrup should be sized to accommodate
connector leg placement.
Designer shall verify connector clearance when using in
conjunction with stirrups and two rebar applications.
Verify grout is not in contact with truss member. Moisture
barrier may be required.
HLPTA75 Embedded Truss Anchor
Truss & Rafter
Typical HLPTA75 single
rebar installation
Typical HLPTA75
single anchor installation
HLPTA75
Typical HLPTA75 double
rebar installation
Typical HLPTA75
double anchor installation
Ref. No. Qty Type Qty Type F1 F2 F1 F2
Single Anchor 2 10d x 1-1/2 20 10d x 1-1/2 2125 1860 1715 2125 1860 1160 F22
Double Anchor -- -- -- -- 40 10d x 1-1/2 3500 2040 2100 3500 2040 2100 130
1) Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.
2)
NAILS:
10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.
Code
Ref.
Fastener Schedule
2
Seat Plate Truss/Rafter
DF/SP
Allowable Loads (Lbs.)
1
Uplift
160%
Lateral 160%
S-P-F
Allowable Loads (Lbs.)
1
Uplift
160%
Lateral 160%
Installation
Type
HLPTA75
USP
Stock No.
Steel
Gauge
-- -- 18
4-15/16"
F1
F1
F2
F2
Truss
member
Truss
member
Uplift
Uplift
9-9/16"
5-1/8"
1-9/16"
13/16"
13/16"
1-3/16"
Masonry wall
Tie beam
reinforcing
Concrete tie wall

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