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................. . ........ .......... <br /> 2018 IBC/SIDS 2015 - Shear Wall Framing Clips <br /> ............ ___......................---------- ........... .............. <br /> DFISP Allowable Loads SPFfHF Allowable Loads <br /> Model Type of i Fasteners I Direction <br /> I No. Connection i (in.) <br /> of Load <br /> Floor Roof Moor Roof I <br /> (100) (125) <br /> (160) (160) <br /> (100) (125) <br /> F1 395 465 465 340 400 400 <br /> (8)0.131 x 1 1h <br /> F2' 395 430 430 340 370 370 <br /> AN1 Ft 640 640 640 j 550 550 550 <br /> [jJ 11 (8)#9 x 1 1h SO I F2 495 495 495 .2A 5 <br /> 425 4215 <br /> 170 170 1 <br /> Uplift240 1 240 240 1 <br /> A-, .295~ 350 <br /> ::350 255 300 300 <br /> r2� (9)0.131 X 11/2 r s.*:: 295 360: 330 <br /> .­:185 255 310 <br /> 160 85 160 160 <br /> 295 .325 325 255 280 280 <br /> (12)0.131 x I 1h I C2 255 285 285 <br /> 195 j 195 <br /> 225 195 <br /> D :... 225 225 <br /> F, <br /> (1 013 xi ......... 510 560..... <br /> 2)0.131 <br /> F26 690 :::870 :J ..:.�.SA 510 575 575 <br /> (12)PHI3112' F1 420 420 420 360 360 360 <br /> a 580 ^625 1! 625 500i <br /> 540 <br /> (12)0.131 x I'(A <br /> H 680 525 1 525 500 450 450 <br /> 580 485 485 <br /> 565 -.1565 500 1 <br /> 1TP5 0 (12)0.131 x I 1h <br /> H 545 .490 490 470 1 420 420 <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 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 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 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-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 T%,res and <br /> Sizes Specified for Simpson Strong-Tie Connectors. <br /> P1-6U 144-plf JE} 560# 44"cc 540# 44"oc <br /> P1-6 240-plf(E) 560# 27"cc 5401 27"cc <br /> P14 350-olf iEf 560# 18"oc 540# 18"cc <br /> PI-3 450-plf(E) 560# 14"cc 5404 1411 oc <br /> PI-2 820-P1f(W) 560* 7%"oc 1 540# 71/2"oc <br /> P24 700-pif(E) 560# 9"oc 540# LTP5 18"oc+ <br /> A35 18"cc <br /> "14 cc+ <br /> P2-3 900-plf(E) 560# 7"oc 540# LTP6 A35 14"cc <br /> ' <br /> P2-2 1640-pif(W) 560# 2 rows 8"oc 540# LTF15 8 cc+A35 8 oc <br /> L3.3 <br />