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1 1/4"
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
Install a minimumof (12) 10d nailsinto back
MUGT15
Support BeamDesignedBy Others
MUGT15 CONNECTIONTO SUPPORT BEAM
Min 3" x 3" x 1/4"Bearing Plate
5/8" Bolt
USP supplies quality productsto build Stronger Safer Structures
www.USPconnectors.com
Use in conjunction with USP’s current Canadian Product Catalogue for detailed hanger information.
USP2320-MUGT15Revised September 2014
Designed for higher uplift resistance for wood frame and concrete block construction. The MUGT15 can accommodate various truss bearing depths.
Materials: 12 gaugeFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in accordance with CSA O86-09.
Installation:• Use all specified fasteners. • When straps are wrapped over the truss, install nails in backside of truss. See MUGT15 installation diagram for mini-mum nail requirements into the face and on top of the truss.• If installed straight-up with no wrap over the top of the truss, fill all nail holes.• Moisture barrier may be required.
MUGT15 Girder Tiedown
Typical MUGT15wood installation
with PHD4A
MUGT15
14 5/8˝
2 7/16˝3 11/16˝
1 1/4˝
1 1/4˝
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
PHD4Apage 41
Typical MUGT15to support beam
installation
PHD4A
PHD4A
Top Face Back
Ref. No. Qty Dia. Qty Qty Qty Type Lbs kN Lbs kNFace-Max 1 5/8 -- -- 28 -- -- 10d 4650 20.69 4000 17.79Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and embedment. 4) NAILS: 10d nails are 0.148˝ dia. x 3˝ long.
Anchor Bolt3 Rafter/Truss DF-L S-P-FFactored Uplift Resistance (115%)1Fastener Schedule2,3,4
MUGT15 MGT 12
MountingCondition
USPStock No.
SteelGauge
1 1/4"
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
Install a minimumof (12) 10d nailsinto back
MUGT15
Support BeamDesignedBy Others
MUGT15 CONNECTIONTO SUPPORT BEAM
Min 3" x 3" x 1/4"Bearing Plate
5/8" Bolt
USP supplies quality productsto build Stronger Safer Structures
www.USPconnectors.com
Use in conjunction with USP’s current Canadian Product Catalogue for detailed hanger information.
USP2320-MUGT15Revised September 2014
Designed for higher uplift resistance for wood frame and concrete block construction. The MUGT15 can accommodate various truss bearing depths.
Materials: 12 gaugeFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in accordance with CSA O86-09.
Installation:• Use all specified fasteners. • When straps are wrapped over the truss, install nails in backside of truss. See MUGT15 installation diagram for mini-mum nail requirements into the face and on top of the truss.• If installed straight-up with no wrap over the top of the truss, fill all nail holes.• Moisture barrier may be required.
MUGT15 Girder Tiedown
Typical MUGT15wood installation
with PHD4A
MUGT15
14 5/8˝
2 7/16˝3 11/16˝
1 1/4˝
1 1/4˝
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
PHD4Apage 41
Typical MUGT15to support beam
installation
PHD4A
PHD4A
Top Face Back
Ref. No. Qty Dia. Qty Qty Qty Type Lbs kN Lbs kNFace-Max 1 5/8 -- -- 28 -- -- 10d 4650 20.69 4000 17.79Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and embedment. 4) NAILS: 10d nails are 0.148˝ dia. x 3˝ long.
Anchor Bolt3 Rafter/Truss DF-L S-P-FFactored Uplift Resistance (115%)1Fastener Schedule2,3,4
MUGT15 MGT 12
MountingCondition
USPStock No.
SteelGauge
1 1/4"
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
Install a minimumof (12) 10d nailsinto back
MUGT15
Support BeamDesignedBy Others
MUGT15 CONNECTIONTO SUPPORT BEAM
Min 3" x 3" x 1/4"Bearing Plate
5/8" Bolt
USP supplies quality productsto build Stronger Safer Structures
www.USPconnectors.com
Use in conjunction with USP’s current Canadian Product Catalogue for detailed hanger information.
USP2320-MUGT15Revised September 2014
Designed for higher uplift resistance for wood frame and concrete block construction. The MUGT15 can accommodate various truss bearing depths.
Materials: 12 gaugeFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in accordance with CSA O86-09.
Installation:• Use all specified fasteners. • When straps are wrapped over the truss, install nails in backside of truss. See MUGT15 installation diagram for mini-mum nail requirements into the face and on top of the truss.• If installed straight-up with no wrap over the top of the truss, fill all nail holes.• Moisture barrier may be required.
MUGT15 Girder Tiedown
Typical MUGT15wood installation
with PHD4A
MUGT15
14 5/8˝
2 7/16˝3 11/16˝
1 1/4˝
1 1/4˝
Install a minimumof (4) 10d nailsinto the top
Install a minimumof (6) 10d nailsinto the face
PHD4Apage 41
Typical MUGT15to support beam
installation
PHD4A
PHD4A
Top Face Back
Ref. No. Qty Dia. Qty Qty Qty Type Lbs kN Lbs kNFace-Max 1 5/8 -- -- 28 -- -- 10d 4650 20.69 4000 17.79Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and embedment. 4) NAILS: 10d nails are 0.148˝ dia. x 3˝ long.
Anchor Bolt3 Rafter/Truss DF-L S-P-FFactored Uplift Resistance (115%)1Fastener Schedule2,3,4
MUGT15 MGT 12
MountingCondition
USPStock No.
SteelGauge
