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2018 IBC/NDS 2015 - Shear Wail Framing Clips <br /> __....__._._...__........ <br /> _...____- <br /> DF/SPAllowable Loads....: :... :� SPF/HFAllowable Loads <br /> Model Type of Fasteners Direction <br /> I No. f:Connection t (in.) of Load Floor Roof Floor Root <br /> {10D} (125) I 060} ( (lDOj {125) (160) <br /> • I Fy 395 465 465 340 400 - 400 <br /> 1Q (8)0.131 x 1 lh _— <br /> I J -F26 305 430 430 { 340 370 370 <br /> ® i A34 - L F1 640 - 640 - 640 j 55D 560 550 <br /> 1 (8)#9 x 11A SD - F2 495 ( 495 - 495 425 425 425 <br /> Uplrft _ 240 240 240 170 170 170 <br /> A; 295:' 350 350 . 255 1 30D 300 <br /> i E ! 0)0.131 x 1,h E 295 3 00 385 255 310 330 <br /> Cr 185 I 185 185 160 1 160 160 <br /> tie 295 325 325 255 j 280 280 <br /> (12)0.131 x 11h C2 295 g 336 330 I 255 1 285 285 <br /> D 225 225 225 A 195 195 195 <br /> F, 590 510 560 <br /> (12)0.131 x 1% , <br /> F26 590 670 670 j 510 ; 575 575 <br /> (12)PH612! j F1 420 42D 420 360 360 360 <br /> G 580 625 625 500 540 <br /> jAlf,; f i. (12)0.131 x 11/ - <br /> J� H 580 1 525 525 500 450 450 <br /> G 500 485 4&5 <br /> LTP5 (12)0.131 x 1 yh - - - <br /> ! H 545.t; i°: > 190 41�t1``: __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 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 2 112"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-Ties'Strong-Drive'screws. <br /> PH6121 is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener Tyres and <br /> Sizes Specified for Simpson Strong-Tie Connectors. <br /> R__ I.. <br /> Pl-6tl 144-pif(E) 560# 44"oc 540# 44"oc <br /> P1-6 240 if;E 560# 27"cc 540# 27"cc <br /> P14 350- If fEl 560# 18"oc -- 540# 18"cc <br /> PI-3 450-pif'E 560# 14"cc 5404 14"oc <br /> PI-2 820- if W 560# 7'/:"cc 540# Th"cc <br /> P24 700 p1f(E) 560# 9"cc 540# LTP5 18"oc+ <br /> A35 18"cc <br /> P2-3 900-plf(E) 560# 7"oc 540# LTP5 14"oc} <br /> A35 14"oc ; <br /> P2-2 1640-pif[W) 560# 2 rows 8"oc 540# LTP5 8"cc+ <br /> A35 8"cc <br /> L3.3 <br />