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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable Loads j SPF/HF Allowable Loads <br /> Model j Type of Fasteners Direction i <br /> No. 1 Connection : (in.) of Load Floor Roof Floor Roof t <br /> (100) (72s7 {160j i (100) (125) f_ (180) - <br /> 1 8 0.131 x 116 _ F� 395 465 465 340 400 400 <br /> ' � ) F26 39-5 430 430 i 340 € 370 370 <br /> �} A34 _ F1 640 640 640 550 550 550 <br /> 1Q {8)#9 x 11/z SQ F2 495 495 E 495 42- 5 - 425 425 <br /> Uplift 240 1 240 240 170 170 170 <br /> Al 295 350 350 255 1 300 ! 300 <br /> 1 <br /> (9)0.131 x 1 E 295 1 360 385' 255 �1. 310 330 <br /> I Cl 185 ( 185 185 160 i 1fi0i60 <br /> A2 295 325 325 255 280 I 280 <br /> l <br /> �ti r 03 (12)0.131 x 11/2 C2 295 ! 330 330 1 255 285 285 <br /> i .. T D 225 225 225 195 ? 195 195 <br /> Fl 590 650 650 510 560 t.t', <br /> f s , (12)0.131 x 11/2 <br /> i ! 1726 5g0 : 670 670 510 575 575 <br /> Q5 (12)PH6121 F1 420 420 420 360 360 360 <br /> G 580 625 625 500 540 60 ,; <br /> (12)0.131 x 1112 <br /> H 580 525 525 500 450 450 <br /> ^ — G 580 565 565 500 485 _ 485 <br /> LTP5 ' ❑7 (12)0.131 x 1112 <br /> H 545 j 490 490 f 470 420 f 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 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 2 112"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 overwood 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-TieO Strong-Drivee screws. <br /> PH6121 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 Stronc-Tie Connectors. <br /> P1-61J 144-pif(E) 560# 44"cc 54D# 44"oc <br /> PI-6 240- If(E) 560# 27"cc 54D# 27"oc <br /> P1-4 350 if(El 560# 18"cc 54D# 18"cc <br /> P11-3 450-pif IE) 560#t 14"oc 54D# 14"oc <br /> P1-2 820-rif(W) 560# ( 7''A"cc 540# 7%"oc <br /> LTP5 18"cc+ <br /> P2-4 700-pif(E) 560# 9"oc 540# A35 18"oc <br /> P2-3 900-p1f{E) 560# 7"cc 5400 LTP5 14"oc+ <br /> i A35 14"oc <br /> P2-2 164D-plf(W) 560# 2 rows 8 cc 540# <br /> LA oc+ <br /> 35 8' oc <br /> L3.3 <br />