www.edgecs.com
604
Anchors & Fastener Systems
Spokane, WA 509-535-9841
Billings, MT 406-248-7196
Yakima, WA 509-248-1144
Gillette, WY 307-682-8522
SIMPSON STRONG-TIE®
HGLT Top Flange
Hangers
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HGLT hangers accommodate
typical structural requirements for
timber and glulam beams
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Material: All welded GL series
glulam hangers have a 3 gauge
top flange
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Finish: Simpson Strong-Tie® gray
paint. HDG available
SIMPSON STRONG-TIE®
THA Adjustable Truss Hangers
The THA series' extra long straps allow full code nailing
and can be field-formed to give top flange hanger
convenience.
Finish: Galvanized.
Codes: BOCA, ICBO, SBCCI NER-209; City of L.A. RR
24949; Dade Co., FL 00-0512.06.
1. 16d sinkers may be used to replace 16d commons at
0.85 of table load.
2. Uplift has been increased 33% and 60% for earth-
quake or wind loading with no further increase allowed; reduce for
other load conditions as required by code.
3. Roof loads are 125% of floor loads unless limited by other criteria.
Floor loads may be adjusted for load durations according to the code,
provided they do not exceed those in the roof column.
Minimum Carried Member: 2x6, Ga: 18, Dimension W: 1 5/8,
Dimension H: 13 5/16, Dimension C: 5 1/2, Fasteners Carrying
Member Top: 4-10d, Fasteners Carrying Member Face: 2-10d,
Fasteners Carrying Member Straight: 4-10dx1 1/2, Down Avg Ult:
5343, Doug-Fir-Larch/Southern Pine Allowable Loads Floor (100):
1615, Doug-Fir-Larch/Southern Pine Allowable Loads Snow (115):
1615, Doug-Fir-Larch/Southern Pine Allowable Loads Roof (125):
1615, Spruce-Pine-Fir Allowable Loads Floor (100): 1280,
Spruce-Pine-Fir Allowable Loads Snow (115): 1280, Spruce-Pine-Fir
Allowable Loads Roof (125): 1280,
SIMPSON STRONG-TIE®
HUCQ Heavy-Duty
Joist Hangers
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The HUCQ series are heavy-duty joist
hangers that incorporate Simpson
Strong-Tie® Strong-Drive® wood screws
(SDS)
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Designed and tested for installation at the
end of a beam or on a post, they provide a
strong connection with fewer fasteners than
nailed hangers
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Material: 14 gauge
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Finish: Galvanized
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These products are available with additional corrosion protection
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Options: These hangers cannot be modified
SIMPSON STRONG-TIE®
HGUS Glulam Beam
and Double Shear Joist Hangers
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Face mount hanger used for high load
applications
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All hangers in this series have double
shear nailing. This patented innovation
distributes the load through two points
on each joist nail for for greater strength.
It also allows for the use of fewer nails,
faster installation, and the use of
common nails for connections
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Finish: Galvanized. Some products
available in ZMAX® coating
Options:
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Concealed flanges are not available for
HGUS
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Other sizes available, contact Simpson Strong-Tie
SIMPSON STRONG-TIE®
HGU High Capacity Girder Hangers
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A high capacity girder hanger
designed for situations where the
header and joist are flush at the
top
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These products can used for
retrofit on the framing members
after they are temporarily placed
in position
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Simpson Strong-Tie®
Strong-Drive® screws (SDS)
make installation fast and easy,
with no pre-drilling required
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Finish: Galvanized
Options:
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Hot-dip galvanized available. Order as “X” version, specify HDG
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Other seat widths available. Order as “X” version, specify width
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HGU hangers may be skewed up to 45°
SIMPSON STRONG-TIE®
IUS I-Joist Hangers
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The improved IUS is now fully compatible with
shallow flange I-joists
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I-joists with flange thickness between 1-1/8” and
1-1/2” achieve the full allowable loads including
uplift values and joist nails are not required
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The IUS is a hybrid hanger that incorporates the
advantages of the face mount and top mount
hanger
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Installation is fast with the Strong-Grip® seat,
easy to reach face nails and self-jigging locator
tabs
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Finish: Galvanized
Uplift Loads:
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Models have optional joist nail holes for additional uplift. Properly
attached web stiffeners are required
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Add web fillers and two 10dx1-1/2 joist nails for a total uplift load of
365 lbs.
Options:
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These hangers cannot be modified. However, these models will
normally accommodate a skew up to 5°
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For sloped joists up to 1/4:12 there is no reduction, between
1/4:12 and up to 1/2:12, tests show a 10% reduction in ultimate
hanger strength
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Local crushing of the bottom flange or excessive deflection may be
limiting; check with joist manufacturer for specific limitations on
bearing of this type
