10101 7TH AVE SE BLDG 10 2025-12-12

• • • •- • • • Connector/Steel-to-Wood Fastening 1 1 StrongjrDrim, SDS HEAVY-DUTY CONNECTOR Screw Heavy-Duty Simpson Strong-Tie Connectors The Simpson Strong Tie Strong-Drive SDS screw is a'/4"-diameter high-strength structural wood screw ideal for various connector installations as well as wood-to-wood,general metal-to-wood and EWP fastening applications. Install Tips:A low-speed 1/z"drill with a 3/s"hex driver(BITHEXR38-134)is the recommended tool for installation. Codes/Standards:ICC-ES ESR-2236(including City of LA Supplement);State of Florida FL9589 For more information,see p.68,C-F-2023 Fastening Systems catalog SIDS — Allowable Shear Loads — 0.481 M PP2 —mmmmm> Steel Side-Plate Applications 11/2"-8" DF/SP Allowable Loads' AllowableLoads' 1 1Fasteners Shear(100) Withdrawal' Shear 11 1 Length 11. 1 1 1er Wood Side Platen Steel Side Plate (100) 111 1•Plate' ,• Plate11 Carton 13/4'• 14 ga. 10 ga. Wood Steel 1• 1 ga, Wood I Steel • 1/2 SCL 16 ga. and or Side Side ga. and or Side I Side 12 ga. Greater. Plate Plate 1 Yz 75112 1 1,500 — — 250 250 250 170 170 — — 180 180 180 120 120 2 SDS25200 11/4 1 1,300 — — 250 290 290 215 215 — — 180 210 210 150 150 • 21/2 SDS25212 11/2 I 1,100 190 — 1 250 390 1 420 255 255 135 — 180 280 300 1180 180 3 SDS25300 2 950 280 — 250 420 420 345 345 200 — 180 300 300 240 240 3Yz SDS25312 21/4 900 340 340 250 420 420 345 385 245 245 180 300 300 240 270 • 41/z 1 SDS25412 23/a 800 350 340 250 420 420 345 475 250 245 180 300 300 240 330 • • 5 SDS25500 23/a 1 500 350 340 250 420 420 345 475 250 245 180 300 300 240 330 6 SDS25600 31A 600 350 340 250 420 420 345 560 250 245 180 300 300 240 395 • 8 SDS25800 31/4 400 350 340 250 420 420 I 345 560 250 245 180 300 300 240 395 1.Allowable loads are shown at the wood load duration factor of CD=1.00.Loads may be increased for load duration up to a CD=1.60. 1 2.Withdrawal loads shown are in pounds(Ib.)and are based on the lessor value of either head pull-through for a 1.5"-thick wood side member or withdrawal from the main member.If entire thread length is not installed into the main member,calculate withdrawal based on 172 Ib.in.of thread penetration for DF/SP wood and 121 lb./in.for SPF/HF wood.Maximum withdrawal values with a steel side plate are 635 Ib.for 16 ga.and 800 lb. for 14 ga.due to head pull-through. T 3.LSL wood-to-wood applications that require 41h",5",6"and 8"SDS screws are limited to interior-dry use only. a 4.Minimum spacing requirements are listed in ICC-ES ESR-2236. o U m F Wafer-Head Screw 0 General Wood-to-Wood, Metal-to-Wood Fastening E For more information,see p.68,C-F-2023 Fastening Systems catalog 0.42" f * 1 1/4 SD8 — Allowable Shear Loads — Steel Side Plate Allowable /.1 U (lb.) �r Reference 0 Size.x N LL Length11' Steel Side Thickness Allowable 1 LoadsPlate 1 1. 1 U . 1 DFUSP DFUSP #8 x 1'A SD8x1.25 50 45 82 58 1.Allowable loads are shown at the wood load duration factor of CD=1.00. Loads may be increased for load duration up to a CD=1.60. 2.SD8x1.25 requires 3/4"minimum penetration into the main member. 3.Do not use SD8x1.25 wood screws with structural connectors unless specified. 4.Warning:Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments.Accordingly,use this product in dry,interior,and noncorrosive environments only. 202