MUGT15 Girder Tiedown - USP Connectors and are in accordance with CSA O86-09. Installation: • Use...

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