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,t a <br /> 2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable Loads SPF/HF Allowable Loads <br /> Model ! Type of Fasteners I Direction <br /> No. Connection (in.) I of Load Floor Roof Floor Roof <br /> j (100) i (125) (160) (100) (125) (160) <br /> { ) � u F1 395 465 i 340 400 400 <br /> 1 8 0.131 x 11z <br /> F2' 395 I 430 430 340 370 370 <br /> A34 F1 640 640 640 550 i 550 111) . <br /> 1 1 (8)#9 x 1?SD F2 495 I 495 495 j 425 125 425 <br /> Uplift 240 240 I 240 170 170 170 <br /> Ai 295 350 350 255 300 300 <br /> 2 (9)0.131 x 11 I E 295 360 385 255 310 330 <br /> CI ;' ?t 160 I60 <br /> i { <br /> A2 295 325 1 255 2P' ; 283 <br /> � �, I 13 (12)0.131 x 11/2 C2 295 3:) ! 255 I 285 <br /> 0 225 225 225 1 195 195 195 <br /> Ft 590 650 i ::.) 510 561 <br /> 14 F (12)0.131 x 1'/z • <br /> F26 590 670 670 1 510 575 575 <br /> a (12)' '_21 j F-1 420 420 420 1 360 360 360 <br /> 0 580 625 625 1 500 I 540 <br /> (12)0.131 x 1?/z <br /> H 580 525 525 1 500 450 450 <br /> LTPS 7 1 ) G 580 500 485 485_ <br /> ? 0.131x1'Iz _ <br /> H 545 470 F_. 30 420 <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 /> I 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!RC 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 LTPS 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-Drive®screws. <br /> PH612I is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie. For additional information,see Fastener Types and <br /> Sizes Specified for Simpson Strong-Tie Connectors. <br /> Ty <br /> apa y A35 Capacity A35 Spacing LTP4 Capacity LTP4 Spacing <br /> P1-6U 144-plf(E) 560# 44"oc 540# 44"oc <br /> PI-6 240-pif(E) 560# 27"oc 540# 27"oc <br /> P1-4 350-pif(E) 560# 18"oc 540# 18"oc <br /> P1-3 450-plf(E) 560# 14"oc 540# 14"oc <br /> P1-2 820-plf(W) 560# 7'/z"oc 540# 7W'oc <br /> P2-4 700-pIf(El 560# 9"oc 540# LTPS 18"oc+ <br /> A35 18"oc <br /> P2-3 900-pIf(E) 560# 7"oc 540# LTPS 14"oc+ <br /> A35 14"oc <br /> P2-2 1640-pif(W) 560# 2 rows 8"oc 540# LTPS 8"oc+ <br /> A35 8"oc <br /> L3.3 <br />