GT Girder Truss Hangers - MiTek...GT Girder Truss Hangers W L H D Qty Qty Type5 Unit Lbs 5785 9720...
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The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply. Materials: Back Plate - 3 gauge; Strap - 7 gauge Finish: USP primer Options: All models available in LVL sizes, use M in place of T, as in GT2M4B Codes: Factored resistances are derived from data submitted to various North American building code evaluators. Installation: • Use all specified fasteners. • Bolts shall conform to ASTM A 307 Grade A or better. • Drill bolt holes a minimum of 1/32" and a maximum of 1/16" larger than the diameter of the bolt to be installed. • Requires minimum 2x6 vertical member for 4 bolt hangers and 2x8 for 6 and 8 bolt hangers. Install GT hangers at the centre of the vertical member. • Minimum heel height is 9-1/4˝ for GT hangers. GT Girder Truss Hangers W L H D Qty Qty Type 5 Unit Lbs 5785 9720 13650 3340 kN 25.73 43.24 60.72 14.86 Lbs 4540 7630 10715 2620 kN 20.19 33.94 47.66 11.65 Lbs 8685 14855 21020 3340 kN 38.63 66.08 93.50 14.86 Lbs 6815 11660 16500 2620 kN 30.31 51.87 73.40 11.65 Lbs 11580 17530 23475 3340 kN 51.51 77.98 104.42 14.86 Lbs 9090 13760 18430 2620 kN 40.43 61.21 81.98 11.65 Lbs 5785 9720 13650 3340 kN 25.73 43.24 60.72 14.86 Lbs 4540 7630 10715 2620 kN 20.19 33.94 47.66 11.65 Lbs 8685 14855 21020 3340 kN 38.63 66.08 93.50 14.86 Lbs 6815 11660 16500 2620 kN 30.31 51.87 73.40 11.65 Lbs 11580 17530 23475 3340 kN 51.51 77.98 104.42 14.86 Lbs 9090 13760 18430 2620 kN 40.43 61.21 81.98 11.65 Lbs 8685 14855 21020 3340 kN 38.63 66.08 93.50 14.86 Lbs 6815 11660 16500 2620 kN 30.31 51.87 73.40 11.65 Lbs 11570 17525 23475 3340 kN 51.47 77.96 104.42 14.86 Lbs 9085 13760 18430 2620 kN 40.41 61.21 81.98 11.65 1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Bolts shall conform to ASTM A 307 Grade A or better. 3) Designer shall ensure the supporting member is designed based on net cross section. 4) The span of the supported member shall be shortened at the hanger end to accommodate space required for bolt heads and back plate. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. S-P-F DF S-P-F DF S-P-F 3/4 12 8 3/4 12 Fastener Schedule Wood Species Supporting Member Dimensions (in) Factored Resistance 1 Ply (100%) 2 Ply (100%) 3 Ply (100%) Uplift (115%) 1 Bolt Dia. 2 Supporting Truss Supported Truss DF Supported Member 4 USP Stock No. 12 16d 16d 16d 16d 2 ply 3 ply GT2T4B GT2T8B GT3T4B GT3T8B 4 3/4 12 8 3/4 19 25 4 7 DF 3-7/16 7-1/4 25 2x6 2x8 7 19 3-7/16 5-1/2 2x6 2x8 2x8 Min. Vertical Web 3 6 6 25 6 5-1/2 22 6 5-1/8 5-1/8 6-1/2 7-1/4 7-1/2 DF S-P-F GT2T6B 3-7/16 7-1/4 22 6 2x8 6 3/4 12 16d DF S-P-F 2x8 6 3/4 12 16d GT3T6B 5-1/8 7-1/4 16d GT4T6B 2x8 4 ply DF S-P-F 6-1/2 7-1/2 22 6 6 3/4 12 16d S-P-F 8 3/4 12 GT4T8B DF S-P-F Typical GT2T4B installation Typical GT Hanger W 9-1/4" H D W L MiTek supplies quality products to build Stronger Safer Structures MiTek.ca USP2320-GT February 2019 ©2019 MiTek Industries, Inc. All Rights Reserved. Use in conjunction with MiTek’s current Canadian Product Catalogue for detailed hanger information. Valid through Dec. 31, 2020 Feb. 8, 2019
Transcript of GT Girder Truss Hangers - MiTek...GT Girder Truss Hangers W L H D Qty Qty Type5 Unit Lbs 5785 9720...
The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply.
Materials: Back Plate - 3 gauge; Strap - 7 gaugeFinish: USP primerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4BCodes: Factored resistances are derived from data submitted to various North American building code evaluators.
Installation:• Use all specified fasteners. • Bolts shall conform to ASTM A 307 Grade A or better.• Drill bolt holes a minimum of 1/32" and a maximum of 1/16" larger than
the diameter of the bolt to be installed.• Requires minimum 2x6 vertical member for 4 bolt hangers and 2x8 for 6
and 8 bolt hangers. Install GT hangers at the centre of the vertical member.• Minimum heel height is 9-1/4˝ for GT hangers.
GT Girder Truss Hangers
W L H D Qty Qty Type5 UnitLbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11570 17525 23475 3340kN 51.47 77.96 104.42 14.86Lbs 9085 13760 18430 2620kN 40.41 61.21 81.98 11.65
1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Bolts shall conform to ASTM A 307 Grade A or better. 3) Designer shall ensure the supporting member is designed based on net cross section. 4) The span of the supported member shall be shortened at the hanger end to accommodate space required for bolt heads and back plate. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.
S-P-F
DF
S-P-F
DF
S-P-F
3/4 12
8 3/4 12
Fastener Schedule
WoodSpecies
Supporting MemberDimensions (in)
Factored Resistance
1 Ply (100%)
2 Ply (100%)
3 Ply (100%)
Uplift (115%)1
BoltDia.2
Supporting Truss
SupportedTruss
DF
SupportedMember4
USPStock No.
12
16d
16d
16d
16d
2 ply
3 ply
GT2T4B
GT2T8B
GT3T4B
GT3T8B
4 3/4 12
8 3/4
19
25
4
7
DF
3-7/16 7-1/4 25
2x6
2x8
7 193-7/16 5-1/2
2x6
2x8
2x8
Min.Vertical
Web3
6
6
25 6
5-1/2
22 6
5-1/8
5-1/8
6-1/2
7-1/4
7-1/2
DF
S-P-F GT2T6B 3-7/16 7-1/4 22 6 2x8 6 3/4 12 16d
DF
S-P-F2x8 6 3/4 12 16d GT3T6B 5-1/8 7-1/4
16d GT4T6B 2x8
4 ply
DF
S-P-F6-1/2 7-1/2 22 6 6 3/4 12
16dS-P-F
8 3/4 12 GT4T8B
DF
S-P-F
Typical GT2T4B installation
Typical GT Hanger
W
9-1/4"
H
D
W
L
MiTek supplies quality productsto build Stronger Safer Structures
MiTek.caUSP2320-GT
February 2019©2019 MiTek Industries, Inc. All Rights Reserved.
Use in conjunction with MiTek’s current Canadian Product Catalogue for detailed hanger information.
Valid through Dec. 31, 2020
Feb. 8, 2019
The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply.
Materials: Back Plate - 3 gauge; Strap - 7 gaugeFinish: USP primerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4BCodes: Factored resistances are derived from data submitted to various North American building code evaluators.
Installation:• Use all specified fasteners. • Bolts shall conform to ASTM A 307 Grade A or better.• Drill bolt holes a minimum of 1/32" and a maximum of 1/16" larger than
the diameter of the bolt to be installed.• Requires minimum 2x6 vertical member for 4 bolt hangers and 2x8 for 6
and 8 bolt hangers. Install GT hangers at the centre of the vertical member.• Minimum heel height is 9-1/4˝ for GT hangers.
GT Girder Truss Hangers
W L H D Qty Qty Type5 UnitLbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11570 17525 23475 3340kN 51.47 77.96 104.42 14.86Lbs 9085 13760 18430 2620kN 40.41 61.21 81.98 11.65
1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Bolts shall conform to ASTM A 307 Grade A or better. 3) Designer shall ensure the supporting member is designed based on net cross section. 4) The span of the supported member shall be shortened at the hanger end to accommodate space required for bolt heads and back plate. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.
S-P-F
DF
S-P-F
DF
S-P-F
3/4 12
8 3/4 12
Fastener Schedule
WoodSpecies
Supporting MemberDimensions (in)
Factored Resistance
1 Ply (100%)
2 Ply (100%)
3 Ply (100%)
Uplift (115%)1
BoltDia.2
Supporting Truss
SupportedTruss
DF
SupportedMember4
USPStock No.
12
16d
16d
16d
16d
2 ply
3 ply
GT2T4B
GT2T8B
GT3T4B
GT3T8B
4 3/4 12
8 3/4
19
25
4
7
DF
3-7/16 7-1/4 25
2x6
2x8
7 193-7/16 5-1/2
2x6
2x8
2x8
Min.Vertical
Web3
6
6
25 6
5-1/2
22 6
5-1/8
5-1/8
6-1/2
7-1/4
7-1/2
DF
S-P-F GT2T6B 3-7/16 7-1/4 22 6 2x8 6 3/4 12 16d
DF
S-P-F2x8 6 3/4 12 16d GT3T6B 5-1/8 7-1/4
16d GT4T6B 2x8
4 ply
DF
S-P-F6-1/2 7-1/2 22 6 6 3/4 12
16dS-P-F
8 3/4 12 GT4T8B
DF
S-P-F
Typical GT2T4B installation
Typical GT Hanger
W
9-1/4"
H
D
W
L
MiTek supplies quality productsto build Stronger Safer Structures
MiTek.caUSP2320-GT
February 2019©2019 MiTek Industries, Inc. All Rights Reserved.
Use in conjunction with MiTek’s current Canadian Product Catalogue for detailed hanger information.
Valid through Dec. 31, 2020
Feb. 8, 2019
Feb. 8, 2019
Feb. 8, 2019
Feb. 8, 2019
The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply.
Materials: Back Plate - 3 gauge; Strap - 7 gaugeFinish: USP primerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4BCodes: Factored resistances are derived from data submitted to various North American building code evaluators.
Installation:• Use all specified fasteners. • Bolts shall conform to ASTM A 307 Grade A or better.• Drill bolt holes a minimum of 1/32" and a maximum of 1/16" larger than
the diameter of the bolt to be installed.• Requires minimum 2x6 vertical member for 4 bolt hangers and 2x8 for 6
and 8 bolt hangers. Install GT hangers at the centre of the vertical member.• Minimum heel height is 9-1/4˝ for GT hangers.
GT Girder Truss Hangers
W L H D Qty Qty Type5 UnitLbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 5785 9720 13650 3340kN 25.73 43.24 60.72 14.86Lbs 4540 7630 10715 2620kN 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11580 17530 23475 3340kN 51.51 77.98 104.42 14.86Lbs 9090 13760 18430 2620kN 40.43 61.21 81.98 11.65Lbs 8685 14855 21020 3340kN 38.63 66.08 93.50 14.86Lbs 6815 11660 16500 2620kN 30.31 51.87 73.40 11.65Lbs 11570 17525 23475 3340kN 51.47 77.96 104.42 14.86Lbs 9085 13760 18430 2620kN 40.41 61.21 81.98 11.65
1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Bolts shall conform to ASTM A 307 Grade A or better. 3) Designer shall ensure the supporting member is designed based on net cross section. 4) The span of the supported member shall be shortened at the hanger end to accommodate space required for bolt heads and back plate. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.
S-P-F
DF
S-P-F
DF
S-P-F
3/4 12
8 3/4 12
Fastener Schedule
WoodSpecies
Supporting MemberDimensions (in)
Factored Resistance
1 Ply (100%)
2 Ply (100%)
3 Ply (100%)
Uplift (115%)1
BoltDia.2
Supporting Truss
SupportedTruss
DF
SupportedMember4
USPStock No.
12
16d
16d
16d
16d
2 ply
3 ply
GT2T4B
GT2T8B
GT3T4B
GT3T8B
4 3/4 12
8 3/4
19
25
4
7
DF
3-7/16 7-1/4 25
2x6
2x8
7 193-7/16 5-1/2
2x6
2x8
2x8
Min.Vertical
Web3
6
6
25 6
5-1/2
22 6
5-1/8
5-1/8
6-1/2
7-1/4
7-1/2
DF
S-P-F GT2T6B 3-7/16 7-1/4 22 6 2x8 6 3/4 12 16d
DF
S-P-F2x8 6 3/4 12 16d GT3T6B 5-1/8 7-1/4
16d GT4T6B 2x8
4 ply
DF
S-P-F6-1/2 7-1/2 22 6 6 3/4 12
16dS-P-F
8 3/4 12 GT4T8B
DF
S-P-F
Typical GT2T4B installation
Typical GT Hanger
W
9-1/4"
H
D
W
L
MiTek supplies quality productsto build Stronger Safer Structures
MiTek.caUSP2320-GT
February 2019©2019 MiTek Industries, Inc. All Rights Reserved.
Use in conjunction with MiTek’s current Canadian Product Catalogue for detailed hanger information.
Valid through Dec. 31, 2020
Feb. 8, 2019
Feb. 8, 2019
Feb. 8, 2019
Feb. 8, 2019
