EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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Beam <strong>Hangers</strong> – HLBH series<br />
Heavy-duty hanger for LVL, LSL, and PSL beams.<br />
<strong>EWP</strong> <strong>Hangers</strong><br />
Materials: See <strong>EWP</strong> Top Mount <strong>Hangers</strong> charts,<br />
pages 132-136, 138-142.<br />
Finish: <strong>USP</strong> primer<br />
Options: See Specialty Options Chart.<br />
Codes: Load values are derived from data<br />
submitted to various North American<br />
building code evaluators.<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
• For welded installations, see page 213.<br />
• 16d ring shank nails are supplied with HLBH hangers<br />
HLBH Nailer Options – chart represents maximum factored resistance<br />
for hangers used on wood nailers. Reference page 117.<br />
Fastener Schedule 3<br />
Factored Resistance 2<br />
Header Joist DF-L (Lbs) DF-L (kN) S-P-F (Lbs)<br />
S-P-F (kN)<br />
<strong>USP</strong><br />
Series<br />
Nailer<br />
Size Qty Type Qty Type<br />
Vertical<br />
100%<br />
Uplift 1<br />
115%<br />
Vertical<br />
100%<br />
Uplift 1<br />
115%<br />
Vertical<br />
100%<br />
Uplift 1<br />
115%<br />
Vertical<br />
100%<br />
Uplift 1<br />
115%<br />
HLBH<br />
4X 15 NA16D-RS 6 10d x 1-1/2 13825 1430 61.50 6.36 12840 1235 57.12 5.49<br />
4X 15 NA16D-RS 6 16d 13825 1770 61.50 7.87 12840 1430 57.12 6.36<br />
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake;<br />
reduce for other load durations in accordance with the code.<br />
2) Listed loads shall not be increased.<br />
3) NAILS<br />
red font.<br />
4 3 /8˝<br />
Typical HLBH<br />
installation<br />
W<br />
L<br />
D<br />
HLBH<br />
H<br />
TF<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Specialty Options Chart – refer to Specialty Options pages 210 and 212 for additional details.<br />
Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3 Sloped Top Flange 4 Top Flange Offset Saddle 5 Ridge<br />
Range <br />
<br />
<br />
<br />
<br />
Factored<br />
<br />
<br />
<br />
Resistance<br />
<br />
<br />
<br />
See footnote 5.<br />
<br />
<br />
Ordering<br />
SK, <br />
(R) (L),<br />
<br />
<br />
SL, <br />
(U) (D),<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
SF, <br />
(R) (L),<br />
<br />
<br />
S, <br />
(R) (L),<br />
<br />
<br />
SA, <br />
<br />
<br />
<br />
DA, <br />
<br />
<br />
<br />
Top Flange <strong>Hangers</strong> – MPH, PHM & PHXU series<br />
MPH – Designed to work with standard 6˝ or larger grouted concrete block wall construction. Eliminates<br />
the need for masons to fabricate special seats to support I-Joists or composite wood beams.<br />
PHM & PHXU – Used to connect LVL, LSL, and PSL beams to headers in medium load conditions<br />
using standard nails.<br />
Install with (2)<br />
16d duplex nails<br />
in grouted cells<br />
Materials: See <strong>EWP</strong> Top Mount <strong>Hangers</strong> charts, pages 128-142.<br />
Finish: <strong>USP</strong> primer; PHXU – G90 galvanizing<br />
Options: See Speciality Options Chart on page 127.<br />
Codes: Load values are derived from data submitted tvarious<br />
North American building code evaluators.<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
• For MPH series: 16d duplex nails are not provided. Place hanger on top of concrete block. Install<br />
(2) 16d duplex nails (8 gauge or 0.162˝ dia. x 31⁄2˝ double head) in the grouted cavity, and then<br />
continue laying the next course of block. Larger holes on top flange are provided to aid grout flow. A<br />
minimum of one course must be laid over hanger top flange and one course below hanger top<br />
flange. Courses adjacent to the top flange shall be subsequently grouted.<br />
• For PHM & PHXU welded installations, see page 213.<br />
126<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com<br />
Typical MPH<br />
installation<br />
continued on next page