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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> ©FlSP Allowable Loads SPr-/HF Allowable Loads <br /> fJioctol Typo of Fasteners Direction _._.._....._... ..._...._..-_...._..- _}LI..............._._...—-..—,............__......... _......_.._._.._ <br /> Ho, connection (in.) efload Floor Hoof (160) I Floor Roof (160) <br /> 100) (1125) ' (100) 126) <br /> F 305 ( 465 465 340 i 400 400 <br /> (8)0.131 x 1'h _.. <br /> F26 395 1 430 �....._....430......- 340 370 . .. ..370....._ <br /> __... <br /> A34 k i...._.. ..�._.._.._. .. 640 640 640 550 550 550 <br /> m ---... ... .... ......... .... __.............._..._.................. <br /> —..;. .. - -..... -.....—....... <br /> Q {8)#9 x 1'/2 SO i F2 495 495 � 495 425 !....._....425 425 <br /> . ...........I...._....... <br /> ...................... <br /> Uplift 240 240 240 170 170 170 <br /> .... ......... <br /> Al 205 350 350 255 1 300 30 <br /> _. <br /> © (0)0.131 x 11% C 205 _.._::..:..380 365 255 310 330 <br /> -.^....._....._...._._.., ._.......,. _ _ _ - --.-..._-._.._._. <br /> Gs ... 106 .185..-:_...........:__185.. :..`...........1.60. ... . .........160.... 160......... <br /> A7 295 i 325 325 255 280 280 <br /> - __ ...................1 <br /> <<p35 1 �3 (12)0.131 x 1'A C2 205 330 330 � 255 � 28� 285 <br /> _.....-....... <br /> __...._.- I -._--- ----- <br /> - -- - <br /> D 225 i�' 225 225 195 195 195 <br /> F� 590 R5fJ. 510 560 <br /> --- . <br /> ( ) F26 590 '670 67d 510 675 575 <br /> .......... <br /> — ..... .. ......... <br /> Q (12)t H6121 F1 420 420 420 360 360 360 <br /> -,_ fl 660 625 625 500 540 <br /> �; 6 12 0.131 x 1'/z <br /> { ) H 580 525 525 500 l_ 450. .... <br /> 45D <br /> - _..._.....—.. . .._. . <br /> .-....-..._...............-----..-..._._.........._ <br /> ..........._..._... ._ -- ._ ..... ..... - __..._.._ <br /> 6 580 565 565 5p 485 485 <br /> LIPS 0 (12)0,131 x 1'h .... .. <br /> ... ..............Y........... <br /> H 545 .!: 490 490 470 420 420 <br /> _..... ........__. _.. . ... .._--..._.._.................... .......__.._.....-... . . ......... ... ....—....._..... <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 /> t 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 1 112"nails with no reduction <br /> l: 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-Drivee screws. <br /> PH6121 is a parr-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see�'astgner—T.;pes_and <br /> Siz..e...s Specified for Simpson 5troncs T)e Contector..s. <br /> / ii1 U;JXljroy �l>�"'F')i lil �1a1 �5,33} Y� 'fE�'171>�zf:. <br /> 3 PI-6u 144-p1f(E) S60# 44"oc 540# —�44"oc <br /> PI-6 240- if E 560# 27"oc 54011 27"oc <br /> P1-4 350 p1f� 56a# 18"oc_ 540# 18"oc <br /> —P1-3 450 ply—_ 560# — _ 14"oc 540# — - 14"oc <br /> P 1-2 1 820-pil(W) 5600 T PA"oc S40# 71W oc <br /> LTP5 18"oc+ <br /> P2 b 700 p1f(E) 5609 9"oc 5400 A3518"oc <br /> LTP5 14"oc+ ' <br /> P2-3 9.00-plf{E) 5604 7"oc 540# A3514"oc l <br />:. <br /> LTP5 6"oc 4 <br /> P2-2 1640-p1f(W( 560# 2 rows 811 oc 540if A35 B"oc <br />( <br /> t L3.3 <br /> i <br />