Technical Specifications

183
Truss & Rafter
© 2015 MiTek. All rights reserved.
MUGT15 Girder Tiedown
Designed for higher uplift resistance for wood frame construction.
The MUGT15 can accommodate variable truss bearing depths.
Materials: 12 gauge
Finish: G90 galvanizing
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
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.
Ref. No. Qty Dia. Top Face Back Type
160%
Face-Max 1 5/8 -- -- 28 -- -- 10d 4495
Top-Min 1 5/8 4 6 12 10d 4175
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Additional anchorage products to be designed by others.
3) Designer must specify anchor bolt type, length, and holdown device.
4)
NAILS:
10d nails are 0.148" dia. x 3" long.
New products or updated product information are designated in
.
Mounting
Condition
USP
Stock No.
Steel
Gauge
Qty
8, F4,
R10
MUGT15 MGT 12
DF/SP
Allowable Uplift
Loads (Lbs.)
1
Fastener Schedule
2,3,4
Anchor
Rafter/Truss
3
Code
Ref.
Typical MUGT15
top-min installation
with PHD4A
MUGT15
HUGT Girder Tiedowns
The HUGT series high uplift girder tiedowns can be installed
on beams and top chords of trusses with slopes from 0˚ to 3.
Materials: 7 gauge
Finish: USP primer
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
Install the HUGT over the beam or truss (see “W” dimension on chart
for appropriate width).
Install (4) LBP58-TZ washers if (2) 5/8˝ tension bolts are used.
• Attached members shall be designed to resist applied loads.
Moisture barrier may be required.
Typical HUGT3
installation with HTT45’s
HUGT
Ref. No. Qty Type Qty Qty Type
160% 160%
HUGT2 HGT-2 7 3-5/16 5-3/4 4 LBP58-TZ 2 5/8 8 10d 9790 7020
HUGT3 HGT-3 7 4-15/16 7-3/8 4 LBP58-TZ 2 5/8 8 10d 9860 9650
HUGT4 HGT-4 7 6-7/8 9 4 LBP58-TZ 2 5/8 8 10d 9860 9860
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 holdown device.
5)
NAILS:
10d nails are 0.148" dia. x 3" long.
USP
Stock No.
Steel
Gauge
Anchor
Washers
Threaded
Rod
Bolt
Dia.
W
(in)
O.C. Dim
Between
Anchors
(in)
Fastener Schedule
3,5
Code
Ref.
F26
DF/SP
Allowable
Uplift Loads
(Lbs.)
1,2
S-P-F
Allowable
Uplift Loads
(Lbs.)
1,2
Girder
PHD4A
page 49
HTT45
(not included)
see page 52
Truss & Rafter
14-5/8"
1-1/4"
1-1/4"
Install a minimum
of (4) 10d nails
into the top
Install a minimum of (12) 10d
nails into back
Install a minimum
of (6) 10d nails
into the face
3-11/16"
2-7/16"
(4) LBP58-TZ
washers
are required if 5/8"
dia. bolt is used
(washer not included)
see chart on this
page.
2-3/16"
W
4"
2-7/8"

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