Use and Care Manual

254
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Truss & Rafter
Truss & Rafter
MiTek
®
Product Catalog
MUGT15 Girder Tiedown
Designed for higher uplift resistance for concrete block construction. The
MUGT15 can accommodate variable truss bearing depths.
Materials: 12 gauge
Finish: G90 galvanizing
Codes: IBC, FL, LA
Installation:
• Use all specied fasteners. See Product Notes, page 18.
When straps are wrapped over the truss, install nails in backside of truss. See MUGT15
installation diagram for minimum nail requirements into the face and on top of the truss.
If installed straight-up with no wrap over the top of the truss, ll all nail holes.
Moisture barrier may be required.
Typical MUGT15
installation
MUGT15
Ref. No. Qty Dia (in) Type
Uplift 160%
1
Uplift 160%
1
Face-Max 1 5/8 -- 28 -- 10d
4240 3730
Top-Min 1 5/8 4 6 12 10d
3945 3160
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
reinforced masonry or concrete wall. With 12" minimum embedment, the MUGT15 will achieve loads
listed in table. Reinforcement is to be specified by the certified designer.
3) Additional anchorage products to be designed by others.
4) Designer must specify anchor bolt type, length, and embedment.
5)
NAILS:
10d nails are 0.148" dia. x 3" long.
New products or updated product information are designated in
blue font
.
Fastener Schedule
3
Rafter/Truss
5
Anchor
Bolt
2,4
S-P-F
Allowable
Loads (Lbs.)
Concrete/Masonry Installation
2)
MiTek CIA-GEL 7000-C may be used to anchor 5/8" threaded rod when installed into an 8" wide
Code
Ref.
Mounting
Condition
MiTek USP
Stock No.
Steel
Gauge
IBC,
FL, LA
MUGT15 MGT 12
DF/SP
Allowable
Loads (Lbs.)
Top
Qty
Face
Qty
Back
Qty
HUGT
Typical HUGT2
installation
The HUGT series high uplift girder tiedowns can be installed on beams and top
chords of trusses with slopes from 0˚ to 34˚.
Materials: 7 gauge
Finish: Primer
Codes: FL
Installation:
• Use all specied fasteners. See Product Notes, page 18.
Install the HUGT over the beam or truss (see “W” dimension on chart for
appropriate width).
• Attached members shall be designed to resist applied loads.
Moisture barrier may be required.
Ref. No. Qty Qty Type
HUGT2 HGT-2 7 3-5/16 5-3/4 2 3/4 8 10d
9575 6925
HUGT3 HGT-3 7 4-15/16 7-3/8 2 3/4 8 10d 9860
7805
HUGT4 HGT-4 7 6-7/8 9 2 3/4 8 10d 9860
7790
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Listed loads apply where roof pitch is between 3:12 and 8:12.
3) Additional anchorage products to be designed by others.
4) Designer must specify anchor bolt type, length, and embedment.
5)
NAILS:
10d nails are 0.148" dia. x 3" long.
New products or updated product information are designated in
blue font
.
FL
Girder
DF/SP
Allowable
Loads (Lbs.)
1,2
S-P-F
Allowable
Loads (Lbs.)
1,2
Uplift
160%
Uplift
160%
Concrete/Masonry Installation
Code
Ref.
MiTek USP
Stock No.
Steel
Gauge
Threaded
Rod
W
(in)
O.C. Dim
Between
Anchors
(in)
Fastener Schedule
3,4,5
Dia
(in)
HUGT Girder Tiedowns
(2) 3/4" washers
are required for
3/4" dia. bolt.
(washer not included)
4"
2-3/16"
W
2-7/8"
14-5/8"
1-1/4"
3-11/16"
2-7/16"
Install a minimum of (12)
10d nails into back
Install a minimum of (4)
10d nails into the top
Install a minimum of (6)
10d nails into face