Laserfiche WebLink
2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> Mode! 4 Type f Fasteners Direction DF/SP AllolArable Loads SPFIHF Aftwable loads <br /> I No. Connection (n.) of Load <br /> Floor Roof (160) Floor Hoof (i6D) <br /> {10 <br /> 0} (125) (100) (12S) J <br /> F1 395 465 465 340 400 - 400 <br /> iQ (8)0.131 x 1'h <br /> a__—..._......_._.._. I F26 395- -i 430 430 340 370 370 <br /> A34 I____Ft 640 640 -- ti40 550- 550 550 <br /> j <br /> 1C] (8)#g x 1'h SD r F2 495�� 495 495 425 425 425 <br /> j— Wilt 240 240 240 170 170 --T170� <br /> A7 295 ;350 1 350 �� 255 300 I <br /> j ❑2 (9) 300 <br /> 0.131 x 1 1/z E 295 3641 I 385 j 255 1 310 330 <br /> Cl 185 - 1 .:185 . 185 ° 160 160 160 <br /> ' <br /> j A2 295 E 325 325 255 1— 280 280 <br /> ;! 5 ❑3 (12)0.131 x1'h � Ct 295 :: 330 330 : 255 265 285 <br /> 0 225 :: 225 195 185 195 <br /> 4 F15g0 I f,5r F5^ 510 560 <br /> <i (12)0.131x1Ys ; <br /> 510 575 575 .. <br /> L❑5 (12)PH6121 j F1 420 ' 420 420 f 360 360 1 360 <br /> 13 580 625 625 i 500 540 kzz3 <br /> �:. (12)D.131 x 1 h <br /> H 580 ! 525 525 500 i 450 I 450 <br /> i 6 j 565 565 500 i 485- 485 <br /> 580 <br /> LTP5 ❑7 (12)0.131 x 1'h <br /> I H 545490 490 # 470 420 420 T <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 1 112"nails and achieve 0.72 of the listed load, <br /> or over 112"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 1 112"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 /> PH6121 is a pan-head#6 x 112"screw available from Simpson Strong-Tie.For additional information,see Fastener Tyres and <br /> Sizes Specified for Simc:son Strono-Tie Connectors. <br /> Pi-6U 144-pit(El 560# 44"oc 540# 44"oc <br /> P1-6 240- If(E) 560# 27"cc 540# 27"cc <br /> P1-4 35 If iEl 560# 18"oc 540# 18"cc <br /> P1-3 45 if(E S60# 14"oc 540# 14"cc <br /> P1-2 $ If(W 560# 7'h"cc 540# 7'/"oc <br /> P2-4 700-p1f j_} 560# 9"cc 540# LTP5 18"oc+ <br /> A35 18"cc <br /> P2-3 900-pif(E) 560# 7"oC 540# LTP5 14"cc+ <br /> A35 14"oc <br /> L- <br /> P2-2 I 1640-pif(W) 5600 2 rows 8"oC 7 540# LTP5 8"cc+ <br /> A35 8"oc <br /> L3.3 <br />