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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable Leads SPF/HF Allowable Loads <br /> Model Type of Fasteners Direction <br /> No. Connection (in.) of Load Floor Roof (160) Floor Roof i (160) <br /> (100) (12� (100) (125) �— <br /> ___._ F1 395 465 465 340 400 440 <br /> 1 _ (8)0.131 x 11lz j <br /> FZ 395 430 430 340 370 370 <br /> ' , I <br /> A34 F1 640 ! 640 64D 550 550 550 <br /> f (8)#9 x 1'/i SD _ F2 495 495 495 ! 425 425 425 <br /> Uplift 240 240 I 240 170 �� 170 170 <br /> Al 295 350 360 1 255 300 300 <br /> ❑2 (9)0.131 x 1'h € E 295 360 385 255 310 330 <br /> 01 185 185 185 160 160 160 <br /> i. A2 295 1 325 325 1 255 280 280 <br /> ® CA, 'r []3 (12)0.131 x 11/z CZ 295 - 330 330, 255 285 285 <br /> D 225 225 225 195 195 195 <br /> F1 590 650 650 510 560 `; <br /> 3 4 (12)0.131 x 11/z Fe 590- 670 670 - 610 575 575 <br /> Q (12)PHS121 F1 420 420 420 360 360 1 360 <br /> G 580 625 625 1 500 540 EF <br /> (12)0.131x11h _ e. 4 <br /> H 580 525525 500 450 450 <br /> G 580 565 565 500 485 485 <br /> LTP5 0 (12)0.131 x 1'h <br /> H 545 ` 490 490 ( 470 420 k 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 318"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 21/2"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 /> S. The LTP5 may be installed overwood 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.SI0 screws are Simpson Strong-Tie` Strong-Drive®screws. <br /> PH6121 is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener Toes and <br /> Sizes S ecified for Simpson Strong-Tie Connectors. <br /> P1-61J 144-plf(E' 560# 44"oc 540# 44"oc <br /> I P1-6 240 if(E) 560# 27"oc 540# 27"oc <br /> PI-4 350-pif(El 560# 18"oc 540# 18"oc <br /> P1-3 450-olf(E) 560# 14"oc 540# 14"oc <br /> pi-2 82 If W 560# TA"oc 540# 7%"oc <br /> LTP5 18"oc+ <br /> P2-4 700-pif{E) 5604 9"oc 540# A35 18"oc <br /> P2-3 900-p1f{E) 560# 7"oc 540# LTP5 14"oc+ <br /> I A35 14"oc <br /> rP2-2 1640-plf(W) 560# 2 rows 8 oc 540# LTP5 8 oc+ <br /> s A35 8 oc <br /> L3.3 <br />