Plated Truss Connectors - Fasteners Plus
Plated Truss Connectors
SCL-to-Truss Girder Hangers
Plated Truss Connectors
This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features.
A lower cost alternative to bolted hangers, the THGQ and THGQH hangers for multi-ply girder trusses use Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws to provide high load capacities and easier installation compared to bolts. The Strong-Drive® SDS Heavy-Duty Connector screws help transfer the load between the plies of the supporting girder when they penetrate all plies. THGQ and THGQH models offer minimum and optional maximum fastener quantities to accommodate varying design needs. Allowable loads for various girder web member sizes provide additional installation options. The HTHGQ is a high-load version designed to carry multi-ply trusses or composite lumber up to 5-ply girder trusses. For high-load capacities and easier installation compared to bolts, the HTHGQ is designed for use with Simpson Strong-Tie Strong-Drive SDS Heavy-Duty Connector screws. MATERIAL: THGQ—7 gauge, THGQH/HTHGQ—3 gauge FINISH: THGQ—Galvanized, THGQH/HTHGQ—Simpson Strong-Tie ® gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • Can be installed filling round holes only, or filling round and triangle holes for maximum values. • Strong-Drive SDS Heavy-Duty Connector screws supplied for all round and triangle holes. Installation may not require use of all Strong-Drive SDS Heavy-Duty Connector screws. • All multiple members must be fastened together to act as a single unit. • The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3" or 4 1⁄2" screws may be substituted for the longer length screws with no load reduction, or a shim block may be used as approved by the Designer. • Girders must be adequately laterally braced to prevent excessive displacement due to secondary torsional stresses (Ref ANSI/TPI 1-2007 Section 7.5.3.5). OPTIONS: THGQH hangers for multi-ply truss girders may be skewed 45 degrees. THGQH for structural composite lumber (SCL) cannot be skewed. See Hanger Options on pages 233-243. CODES: See page 12 for Code Reference Key Chart.
9"
71⁄4"
7"
30"
H H 1 " 11 ⁄4
W
31⁄2"
THGQ3.62
(others similar)
W
W
5"
6"
HTHGQ
THGQH5.50
(others similar)
(others similar) U.S. Patent Pending
THGQ2-SDS3
(THGQ3-SDS4.5 similar)
THGQH2-SDS3
THGQH3-SDS4.5
(THGQH4-SDS6 similar)
2x10 min. vertical web Min. 3-2x required
2x6 min., 2x12 max. bottom chord
Typical HTHGQ Installation
Typical THGQ3.62-SDS Installation with Minimum Vertical Web Face Fasteners 158
Typical THGQH5.50-SDS Installation with Maximum Vertical Web Face Fasteners
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
THGQ/THGQH/HTHGQ
Plated Truss Connectors
THGQ/THGQH/HTHGQ
SCL-to-Truss Girder Hangers
Allowable Loads for Multi-Ply Truss Girder Model No.
Dim. (in.) W
Min. Vert. Web Size 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x8 2x10 2x8 2x10 2x8 2x10 2x8 2x10
Max. B.C. H Depth
THGQ2-SDS3 (Min)
3 5⁄16
16
2x8
THGQ2-SDS3 (Max)
3 5⁄16
16
2x8
THGQH2-SDS3 (Min)
3 5⁄16
25 2x10
THGQH2-SDS3 (Max)
3 5⁄16
25 2x10
THGQ3-SDS4.5 (Min)
4 15⁄16 16
2x8
THGQ3-SDS4.5 (Max)
4 15⁄16 16
2x8
THGQH3-SDS4.5 15 4 ⁄16 25 2x10 (Min) THGQH3-SDS4.5 15 4 ⁄16 25 2x10 (Max) THGQH4-SDS6 (Min)
6 9⁄16
25 2x12
THGQH4-SDS6 (Max)
6 9⁄16
25 2x12
SDS Fasteners Face
DF/SP Allowable Loads
Joist
(22) 1⁄4"x3" (28) 1⁄4"x3" (22) 1⁄4"x3" (28) 1⁄4"x3" (18) 1⁄4"x3" (28) 1⁄4"x3" (18) 1⁄4"x3" (28) 1⁄4"x3" (22) 1⁄4"x4 1⁄2" (28) 1⁄4"x4 1⁄2" (22) 1⁄4"x4 1⁄2" (28) 1⁄4"x4 1⁄2" (32) 1⁄4"x4 1⁄2" (38) 1⁄4"x4 1⁄2" (32) 1⁄4"x4 1⁄2" (38) 1⁄4"x4 1⁄2" (34) 1⁄4"x6" (40) 1⁄4"x6" (34) 1⁄4"x6" (40) 1⁄4"x6"
(10) 1⁄4"x3" (14) 1⁄4"x3" (12) 1⁄4"x3" (26) 1⁄4"x3" (10) 1⁄4"x4 1⁄2" (14) 1⁄4"x4 1⁄2" (12) 1⁄4"x4 1⁄2" (26) 1⁄4"x4 1⁄2" (12) 1⁄4"x6" (26) 1⁄4"x6"
Uplift (160) 3600 3600 4535 4535 3875 3875 7635 9900 3600 3600 4535 4535 3875 3875 9900 9900 3875 3875 9900 9900
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
SDS Fasteners
Roof (125) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
SPF/HF Allowable Loads Wind (160) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
Width (W)
HTHGQ2-SDS
3 5⁄16
3940
17130
HTHGQ3-SDS
4 15⁄16
3940
20735
HTHGQ4-SDS
6 9⁄16
3940
20735
HTHGQ5-SDS
8 1⁄8
3940
20735
Carried Member
(55) 1⁄4"x 4 1⁄2" (14) 1⁄4"x 3"
Uplift (160)
Floor (100)
1. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 2. The uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce when other load durations govern. 3. Wind (160) is a download rating. 4. Connector must be installed centered on minimum 2x10 vertical web. 5. A minimum 3-ply carrying member is required for the tabulated loads.
Uplift (160) 2590 2590 3265 3265 2790 2790 5495 7130 2590 2590 3265 3265 2790 2790 7130 7130 2790 2790 7130 7130
Floor (100) 5700 7260 6655 8465 5445 8465 5445 8465 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10280 12095
Snow (115) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Roof (125) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Wind (160) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Code Ref.
F23
the supporting girder. When Strong-Drive SDS Heavy-Duty Connector screws do not penetrate all plies of the supporting girder truss, supplemental Strong-Drive SDS Heavy-Duty Connector screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 5. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3" or 4 1⁄2" long Strong-Drive SDS Heavy-Duty Connector screws may be substituted for the longer Strong-Drive SDS screws with no load reduction. 6. For installations to LSL, use 1⁄4"x3" Strong-Drive SDS Heavy-Duty Connector screws and use the DF/SP table loads. 7. Wind (160) is a download rating.
DF/SP Allowable Loads
Model No.
Carrying Member
Snow (115) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
Snow (115)
SPF/HF Allowable Loads
Roof (125)
Wind (160)
Uplift (160)
Floor (100)
Snow (115)
Roof (125)
Wind (160)
18010
18600
20660
3390
20735
20735
20735
3390
11885
12520
12940
14425
15710
16345
16765
20735
20735
20735
17835
3390
16630
17835
17835
17835
20735
20735
20735
3390
16630
17835
17835
17835
Code Ref.
Plated Truss Connectors
1. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Connector must be installed centered on girder vertical webs. 3. Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit). 4. Strong-Drive SDS Heavy-Duty Connector screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of 1" into the last truss ply) may also be used to transfer the load through all the plies of
Floor (100) 7920 10080 9240 11760 7560 11760 7560 11760 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14280 16800
170
6. Carrying truss plies must be adequately fastened together as determined by Designer. 7. Truss chord cross-grain tension may limit allowable loads as determined by the Designer in accordance with ANSI/TPI 1-2007. 8. Simpson Strong-Tie ® Strong-Drive ® SDS Heavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit).
Allowable Loads for Structural Composite Lumber (SCL) Model No. THGQ3.62-SDS (Min) THGQ3.62-SDS (Max) THGQH3.62-SDS (Min) THGQH3.62-SDS (Max) THGQ5.50-SDS (Min) THGQ5.50-SDS (Max) THGQH5.50-SDS (Min) THGQH5.50-SDS (Max)
Dimensions (in.) W
H
hb
3 5⁄8 16 1⁄16 10
2x8 Max
3 5⁄8 24 1⁄2
2x8 or 2x10
11
5 ⁄2 17 ⁄4 8 ⁄4 2x8 Max 1
5 1⁄2
1
25
1
11 1⁄4 or2x8 2x10
THGQH7.25-SDS (Min) THGQH7.25-SDS (Max)
Bottom Chord Size
7 ⁄4 24 ⁄2 11 ⁄4 1
1
1
2x8 or 2x10
Min. Vert. Web Size
SDS Fasteners
DF/SP Allowable Loads SPF/HF Allowable Loads Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Code Ref. (160) (100) (115) (125) (160) (160) (100) (115) (125) (160)
Face
Joist
2x6
(22) ⁄4" x 3"
(8) 1⁄4" x 3"
2620 6310 6310 6310 6310 2250 5425 5425 5425 5425
2x8
(28) ⁄4" x 3"
(8) 1⁄4" x 3"
2620 8825 8825 8825 8825 2250 7360 7590 7590 7590
2x6
(26) 1⁄4" x 3"
(18) 1⁄4" x 3"
3525 10920 11080 11080 11080 3030 7800 8970 9530 9530
2x8
(36) 1⁄4" x 3"
(18) 1⁄4" x 3"
3525 12080 12080 12080 12080 3030 10390 10390 10390 10390
2x6 (24) 1⁄4" x 4 1⁄2" (8) 1⁄4" x 4 1⁄2"
2620 7315 7315 7315 7315 2250 6295 6295 6295 6295
2x8 (32) 1⁄4" x 4 1⁄2" (8) 1⁄4" x 4 1⁄2"
2620 8655 8655 8655 8655 2250 7445 7445 7445 7445
1
1
170
2x6 (28) 1⁄4" x 4 1⁄2" (16) 1⁄4" x 4 1⁄2" 3525 10640 10640 10640 10640 3030 8400 9150 9150 9150 2x8 (38) 1⁄4" x 4 1⁄2" (16) 1⁄4" x 4 1⁄2" 3525 15960 17325 17325 17325 3030 11400 13110 14250 14900 2x6
(28) 1⁄4" x 6"
(16) 1⁄4" x 6"
3525 11760 12070 12070 12070 3030 8400 9660 10380 10380
2x8
(38) ⁄4" x 6"
(16) 1⁄4" x 6"
3525 15565 15565 15565 15565 3030 11400 13110 13385 13385
2x10
(46) 1⁄4" x 6"
(16) 1⁄4" x 6"
3525 18360 18360 18360 18360 3030 13800 15790 15790 15790
1
See THGQ foonotes above.
159
SCL-to-Truss Girder Hangers
Plated Truss Connectors
This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features.
A lower cost alternative to bolted hangers, the THGQ and THGQH hangers for multi-ply girder trusses use Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws to provide high load capacities and easier installation compared to bolts. The Strong-Drive® SDS Heavy-Duty Connector screws help transfer the load between the plies of the supporting girder when they penetrate all plies. THGQ and THGQH models offer minimum and optional maximum fastener quantities to accommodate varying design needs. Allowable loads for various girder web member sizes provide additional installation options. The HTHGQ is a high-load version designed to carry multi-ply trusses or composite lumber up to 5-ply girder trusses. For high-load capacities and easier installation compared to bolts, the HTHGQ is designed for use with Simpson Strong-Tie Strong-Drive SDS Heavy-Duty Connector screws. MATERIAL: THGQ—7 gauge, THGQH/HTHGQ—3 gauge FINISH: THGQ—Galvanized, THGQH/HTHGQ—Simpson Strong-Tie ® gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • Can be installed filling round holes only, or filling round and triangle holes for maximum values. • Strong-Drive SDS Heavy-Duty Connector screws supplied for all round and triangle holes. Installation may not require use of all Strong-Drive SDS Heavy-Duty Connector screws. • All multiple members must be fastened together to act as a single unit. • The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3" or 4 1⁄2" screws may be substituted for the longer length screws with no load reduction, or a shim block may be used as approved by the Designer. • Girders must be adequately laterally braced to prevent excessive displacement due to secondary torsional stresses (Ref ANSI/TPI 1-2007 Section 7.5.3.5). OPTIONS: THGQH hangers for multi-ply truss girders may be skewed 45 degrees. THGQH for structural composite lumber (SCL) cannot be skewed. See Hanger Options on pages 233-243. CODES: See page 12 for Code Reference Key Chart.
9"
71⁄4"
7"
30"
H H 1 " 11 ⁄4
W
31⁄2"
THGQ3.62
(others similar)
W
W
5"
6"
HTHGQ
THGQH5.50
(others similar)
(others similar) U.S. Patent Pending
THGQ2-SDS3
(THGQ3-SDS4.5 similar)
THGQH2-SDS3
THGQH3-SDS4.5
(THGQH4-SDS6 similar)
2x10 min. vertical web Min. 3-2x required
2x6 min., 2x12 max. bottom chord
Typical HTHGQ Installation
Typical THGQ3.62-SDS Installation with Minimum Vertical Web Face Fasteners 158
Typical THGQH5.50-SDS Installation with Maximum Vertical Web Face Fasteners
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
THGQ/THGQH/HTHGQ
Plated Truss Connectors
THGQ/THGQH/HTHGQ
SCL-to-Truss Girder Hangers
Allowable Loads for Multi-Ply Truss Girder Model No.
Dim. (in.) W
Min. Vert. Web Size 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x6 2x8 2x8 2x10 2x8 2x10 2x8 2x10 2x8 2x10
Max. B.C. H Depth
THGQ2-SDS3 (Min)
3 5⁄16
16
2x8
THGQ2-SDS3 (Max)
3 5⁄16
16
2x8
THGQH2-SDS3 (Min)
3 5⁄16
25 2x10
THGQH2-SDS3 (Max)
3 5⁄16
25 2x10
THGQ3-SDS4.5 (Min)
4 15⁄16 16
2x8
THGQ3-SDS4.5 (Max)
4 15⁄16 16
2x8
THGQH3-SDS4.5 15 4 ⁄16 25 2x10 (Min) THGQH3-SDS4.5 15 4 ⁄16 25 2x10 (Max) THGQH4-SDS6 (Min)
6 9⁄16
25 2x12
THGQH4-SDS6 (Max)
6 9⁄16
25 2x12
SDS Fasteners Face
DF/SP Allowable Loads
Joist
(22) 1⁄4"x3" (28) 1⁄4"x3" (22) 1⁄4"x3" (28) 1⁄4"x3" (18) 1⁄4"x3" (28) 1⁄4"x3" (18) 1⁄4"x3" (28) 1⁄4"x3" (22) 1⁄4"x4 1⁄2" (28) 1⁄4"x4 1⁄2" (22) 1⁄4"x4 1⁄2" (28) 1⁄4"x4 1⁄2" (32) 1⁄4"x4 1⁄2" (38) 1⁄4"x4 1⁄2" (32) 1⁄4"x4 1⁄2" (38) 1⁄4"x4 1⁄2" (34) 1⁄4"x6" (40) 1⁄4"x6" (34) 1⁄4"x6" (40) 1⁄4"x6"
(10) 1⁄4"x3" (14) 1⁄4"x3" (12) 1⁄4"x3" (26) 1⁄4"x3" (10) 1⁄4"x4 1⁄2" (14) 1⁄4"x4 1⁄2" (12) 1⁄4"x4 1⁄2" (26) 1⁄4"x4 1⁄2" (12) 1⁄4"x6" (26) 1⁄4"x6"
Uplift (160) 3600 3600 4535 4535 3875 3875 7635 9900 3600 3600 4535 4535 3875 3875 9900 9900 3875 3875 9900 9900
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
SDS Fasteners
Roof (125) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
SPF/HF Allowable Loads Wind (160) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
Width (W)
HTHGQ2-SDS
3 5⁄16
3940
17130
HTHGQ3-SDS
4 15⁄16
3940
20735
HTHGQ4-SDS
6 9⁄16
3940
20735
HTHGQ5-SDS
8 1⁄8
3940
20735
Carried Member
(55) 1⁄4"x 4 1⁄2" (14) 1⁄4"x 3"
Uplift (160)
Floor (100)
1. Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 2. The uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce when other load durations govern. 3. Wind (160) is a download rating. 4. Connector must be installed centered on minimum 2x10 vertical web. 5. A minimum 3-ply carrying member is required for the tabulated loads.
Uplift (160) 2590 2590 3265 3265 2790 2790 5495 7130 2590 2590 3265 3265 2790 2790 7130 7130 2790 2790 7130 7130
Floor (100) 5700 7260 6655 8465 5445 8465 5445 8465 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10280 12095
Snow (115) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Roof (125) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Wind (160) 5700 7260 7035 8955 5960 8605 5715 8890 5700 7260 6580 8375 9045 10740 9345 11100 9990 11750 10320 12145
Code Ref.
F23
the supporting girder. When Strong-Drive SDS Heavy-Duty Connector screws do not penetrate all plies of the supporting girder truss, supplemental Strong-Drive SDS Heavy-Duty Connector screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 5. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3" or 4 1⁄2" long Strong-Drive SDS Heavy-Duty Connector screws may be substituted for the longer Strong-Drive SDS screws with no load reduction. 6. For installations to LSL, use 1⁄4"x3" Strong-Drive SDS Heavy-Duty Connector screws and use the DF/SP table loads. 7. Wind (160) is a download rating.
DF/SP Allowable Loads
Model No.
Carrying Member
Snow (115) 7920 10080 9770 12435 8275 11950 7940 12350 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14335 16865
Snow (115)
SPF/HF Allowable Loads
Roof (125)
Wind (160)
Uplift (160)
Floor (100)
Snow (115)
Roof (125)
Wind (160)
18010
18600
20660
3390
20735
20735
20735
3390
11885
12520
12940
14425
15710
16345
16765
20735
20735
20735
17835
3390
16630
17835
17835
17835
20735
20735
20735
3390
16630
17835
17835
17835
Code Ref.
Plated Truss Connectors
1. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. Connector must be installed centered on girder vertical webs. 3. Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit). 4. Strong-Drive SDS Heavy-Duty Connector screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of 1" into the last truss ply) may also be used to transfer the load through all the plies of
Floor (100) 7920 10080 9240 11760 7560 11760 7560 11760 7920 10080 9140 11635 12565 14920 12980 15415 13875 16320 14280 16800
170
6. Carrying truss plies must be adequately fastened together as determined by Designer. 7. Truss chord cross-grain tension may limit allowable loads as determined by the Designer in accordance with ANSI/TPI 1-2007. 8. Simpson Strong-Tie ® Strong-Drive ® SDS Heavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Section 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit).
Allowable Loads for Structural Composite Lumber (SCL) Model No. THGQ3.62-SDS (Min) THGQ3.62-SDS (Max) THGQH3.62-SDS (Min) THGQH3.62-SDS (Max) THGQ5.50-SDS (Min) THGQ5.50-SDS (Max) THGQH5.50-SDS (Min) THGQH5.50-SDS (Max)
Dimensions (in.) W
H
hb
3 5⁄8 16 1⁄16 10
2x8 Max
3 5⁄8 24 1⁄2
2x8 or 2x10
11
5 ⁄2 17 ⁄4 8 ⁄4 2x8 Max 1
5 1⁄2
1
25
1
11 1⁄4 or2x8 2x10
THGQH7.25-SDS (Min) THGQH7.25-SDS (Max)
Bottom Chord Size
7 ⁄4 24 ⁄2 11 ⁄4 1
1
1
2x8 or 2x10
Min. Vert. Web Size
SDS Fasteners
DF/SP Allowable Loads SPF/HF Allowable Loads Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Code Ref. (160) (100) (115) (125) (160) (160) (100) (115) (125) (160)
Face
Joist
2x6
(22) ⁄4" x 3"
(8) 1⁄4" x 3"
2620 6310 6310 6310 6310 2250 5425 5425 5425 5425
2x8
(28) ⁄4" x 3"
(8) 1⁄4" x 3"
2620 8825 8825 8825 8825 2250 7360 7590 7590 7590
2x6
(26) 1⁄4" x 3"
(18) 1⁄4" x 3"
3525 10920 11080 11080 11080 3030 7800 8970 9530 9530
2x8
(36) 1⁄4" x 3"
(18) 1⁄4" x 3"
3525 12080 12080 12080 12080 3030 10390 10390 10390 10390
2x6 (24) 1⁄4" x 4 1⁄2" (8) 1⁄4" x 4 1⁄2"
2620 7315 7315 7315 7315 2250 6295 6295 6295 6295
2x8 (32) 1⁄4" x 4 1⁄2" (8) 1⁄4" x 4 1⁄2"
2620 8655 8655 8655 8655 2250 7445 7445 7445 7445
1
1
170
2x6 (28) 1⁄4" x 4 1⁄2" (16) 1⁄4" x 4 1⁄2" 3525 10640 10640 10640 10640 3030 8400 9150 9150 9150 2x8 (38) 1⁄4" x 4 1⁄2" (16) 1⁄4" x 4 1⁄2" 3525 15960 17325 17325 17325 3030 11400 13110 14250 14900 2x6
(28) 1⁄4" x 6"
(16) 1⁄4" x 6"
3525 11760 12070 12070 12070 3030 8400 9660 10380 10380
2x8
(38) ⁄4" x 6"
(16) 1⁄4" x 6"
3525 15565 15565 15565 15565 3030 11400 13110 13385 13385
2x10
(46) 1⁄4" x 6"
(16) 1⁄4" x 6"
3525 18360 18360 18360 18360 3030 13800 15790 15790 15790
1
See THGQ foonotes above.
159
