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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable Loads SPF/HF Allowable Loads <br /> j Model Type of Fasteners Direction _ <br /> — <br /> No. ' Connection (in.) of Load Floor Roof Floor Roof <br /> (100) (125) (160) (100) (125) (160) <br /> F1 395 465 465 340 400 400 <br /> e (8)0.131x 11/2 - _— __ _ — - <br /> Fps 395 430 430 340 370 370 <br /> m A34 F1 640 640 640 550 550 550 <br /> • 1❑ (8)#9 x 11/2 SD F2 495 • 495 495 425 425 425 <br /> Uplift 240 ! 240 240 170 170 170 <br /> Ay 295 T 350 350 255 0 300 300 <br /> ❑2 (9)0 131 x 11/2 E 295 360 385 255 310 330 <br /> C1 185 185 185 160 160 160 <br /> A2 295 325 325 255 280 280 <br /> ® A35 Cl (12)0.131 x 1'1/2 C2 295 330 330 255 285 285 <br /> D 225 225 225 195 195 195 <br /> i F1 590 650 650 510 560 MD <br /> 4 (12)0.131 x 1 Y <br /> Fes 590 670 670 510 575 575 <br /> ❑5 (12)PH6121 Ft 420 420 420 360 360 360 <br /> - <br /> � G 580 625 625 500 540 OM <br /> 11 ( LTP4L4! <br /> i (12)0.131x 11/2 <br /> H 580 525 525 500 450 450 <br /> 1 G 580 565 565 500 485 485 <br /> LIPS 07 (12)0.131 x 1'h — <br /> H 545 490 1 490 470 420 420 <br /> 1. Allowable loads are for one angle.When angles are installed on each side of the joist,the minimum joist thickness is 3". <br /> 2. Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not <br /> reinforced sufficiently. In this case, mechanical reinforcement should be considered. <br /> 3. LTP4 can be installed over 3/8"wood structural panel sheathing with 0.131"x 1 1/2"nails and achieve 0.72 of the listed load, <br /> or over 1/2"sheathing and achieve 0.64 of the listed load.0.131"x 2 1/2"nails will achieve 100%load. <br /> 4. LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF)framing anchor requirements when installed over raised <br /> wood floor framing per Figure R602.10.6.4. <br /> 5. The LTP5 may be installed over wood structural panel sheathing up to 1/2"thick using 0.131"x 1 1/2" nails with no reduction <br /> in load. <br /> 6. Connectors are required on both sides to achieve F2 loads in both directions. <br /> 7. Fasteners: Nail dimensions in the table are diameter by length.SD screws are Simpson Strong-Tie®Strong-Driven screws. <br /> PH612I is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie. For additional information,see Fastener Tv;es and <br /> Sizes Specified for Sim:_son Strong-Tie Connectors. <br /> Wall Capacity ASS Capacity A35 Spacing LTP4 Capacity LTP4 Spacing <br /> Type <br /> P1-6U 144-plf(E) 560# 44"oc 540# 44"oc <br /> - P1-6 240-plf(E) 560# 27"oc 540# 27"oc <br /> P1-4 350-pIf I E) 560# 18"oc 540# I 18"oc <br /> P1-3 450-pIf(E) 560# 14"oc 540# 14"oc <br /> P1-2 820-pIf(W) 560# 7'/2"oc 540# 71/4"oc <br /> P2-4 700-plf(E) 560# 9"oc 540# LIPS 18"oc+ <br /> A35 18"oc <br /> P2-3 900-plf(E) 560# 7"oc 540# LTP5 14"oc+ <br /> A35 14"oc <br /> LTP58"oc+ <br /> P2-2 1640-plf(W) 560# 2 rows 8"oc 540# A35 8"oc <br /> L3.3 <br />