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2018 IBC/NDS 201 Shear Wall Framing Clips <br /> ¢ OF/SP Allowable Loads I SPF/HF Allowable Loads <br /> Model 1 Type of Fasteners Direction _ ___..........._..----.._..._..........------._.._._.. _............. <br /> 110, Connection (in.) of Load oad Floor ..._ Roof Floor Roof <br /> (1Q6) (125) (160) 1 (1o0) (125) (160} <br /> ----- <br /> ...........__..._....._................. <br /> ....__......_...._._....... <br /> 461 <br /> x 1/2 ' Flc 395 -...... ...... .. 465 i 340 i 400 400 <br /> _.._. <br /> F2 395 430 434 j 340 370 370 <br /> A34 F1 640 640 640 1 550 E 550 650 <br /> 1 $ 09x1%5D F2 495 495 495 425 426 425 <br /> uplift 240 240 , 240 I 170 170._ -170 — <br /> ..................... . . .......—....... .__......._......._.. . _...----.._..._.. ..__-........._.............. ...._..,_.__..._-- <br /> Al 295 350 w•5i; 255 300 300 <br /> _...._. . . .—... ._.......,....� .� _.............._. _T.._..._.........._.. ..........._... ...... ............_...__... . <br /> i 2 (9)0.131 x 1Y2 E 295 360 385 255 310 330 <br /> Cl i66 " 185 185 160 160 160 <br /> _.._....... .......—---- - -----...._._..._...__..__...—_ —.r---- ----......_.......__..__..............._....................... <br /> _..—._..._ <br /> A2 295 325 .325 255 280 280 <br /> — __. _. ......... <br /> _. <br /> (12)0,131 x PA C2 295 330 330 255 285 285 <br /> D 225 225 226 195 195 195 <br /> N ... <br /> (12)0131 x 1'h Fl 590 650 650 _610 M -560 :,< <br /> _ ----------- <br /> s F26 590 670 670 510 576 575 <br /> PH6121 Fl 420 420 420 360 360 360 <br /> G 680 625 625 600 640 j <br /> _'LTP4 (12)0,131 x 1% (...... ... .... . .... <br /> H 580 625 525 ..__..._.............500........ .. .. 450.... . 450 <br /> 3: G 580 665 665 500 j 485 485 <br /> LTP5 ❑7 (12)0,131 x 11h — i— <br />�. H 645 490 490 470 420 420 <br /> I, <br />[: 1. Allowable toads are for one angle.When angles are installed on each side of the joist,the minimum joist thickness is Y. <br /> 2. Some illustrations show connections that could cause cross-graln 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 1 112"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 10011/0 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 112"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-TieO Strong-Drive°screws. <br /> PH6121 is a pan-head 46 x 112"screw available from Simpson Strong lie.For additional information,see Fastener,Tff an,_ <br /> Sizes Specified for Sim.�son Strang-Tie Connectors. <br /> l, I r1k•f <br /> P1-6U 144-plf(E) 560# 44"oc 540# 44"oc <br /> P1-6 240- If E 560#� 27"oc _ _ .._.^. 540# 27"oc <br /> PI-4 350-.If E 560# 18"oc 5404 18"oc <br /> PI-3 450 if E 560# 14"oc 540# 1411oc <br /> PI-2 820-olf(Wl 560# — 7%"oc 540# 71W,oc <br /> P24 700-pit(E) 560# 9"oc 5401E LTP5 18"oc+ ; <br /> A35 18"oc <br /> P2-3 900•plf(E) 560# 7"oc 540# LTP5 14"oc+ <br /> A3514"oc , <br /> LTP5 8"oc+ <br /> P2-2 1640-plf(W) 560# 2 rows 8"oc 5400 A35 8"oc <br /> L_3.3 <br />