Laserfiche WebLink
2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> i I DF/SP Allowable Loads I SPF/HF Allowable Loads <br /> I Model Type of Fasteners Direction _....._—._......_._.. ._........._.-..Y................._........... _....._.._._.._........_._..._._........_.... <br /> ..........._............_..._.................._. <br /> No. connection (in.) of Load Floor Roof Floor Roof <br /> (100) (125) (160) 004) (125) (160) <br /> L..................... I .. ...._............. .._ - .._....... ............................. ............_.._.._........._......._....... _......... ..... ..._..... ._ ........__... <br /> I 1 F1 395 465 465 340 1 400 400 <br /> ....... ...... _.I....._. .. <br /> I FO 395 430 1 430 340 j 370 370 <br /> A34 i Fi 640 640 l 640 550 550 550 <br /> j (8)#9 x 1'12 SD F2 495 495 1 495 425 3 <br /> 425 425 <br /> .................... ........._......._. _.._..._...._..-1........_. _ _ <br /> Uplifl 244 240 240 170 170 170 <br /> Ai 295 350 350 255 300 300 <br /> -......._ ___.._.._._...__._.._..........:._. -_ -.... -- .._..... - --._.......... <br /> (9)0.181 x i V2 l 295 . 360 386 255 310 330 <br /> 185 ...: .: 185...:. :: 186 160 160 160 <br /> __...._..._.._....._ ----- ._...............____.......__.._. _..—_. _w.._...__ ._........_.._..........._.. ...._._...._............._._... ......_.-....._.__.._... <br /> A7 295 325 325 255 280 280 <br /> _ ... ._... __! _ ...... ......_... _._................. <br /> 0 (12)0,131 x 1'rt C2 295 :. 330 330 255 285 --285__ <br /> D 225 225 225 195 195 195 <br /> Fr 590. R�i{l l;ri0 510 680 � <br /> (12)0,131 x 11h _........._.---- _ _..�._....._.. ____-----�------- ....- ---576 <br /> ---- <br /> F2° 590 870. B70. 510 575 �75 <br /> Q (12)PH6121 Fi 420 420 420 _ 360 360 360 <br /> .. .. ._ _ _............ ...... ----- - - --- .. <br /> a580 625 625 500 540 <br /> L7P4 X , {12)0.131 x 1'h -— -- ..__.... - - <br /> H 580 525 525 500 450 450 <br /> LIPS 7[] (12)0,131 x 114 -G - ...- --- 655 565 1 500 485 485 <br /> H 645 <br /> .... .- - 490_...... 1....._.._490.... 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 3/8"wood structural panel sheathing with 0.131"x 1 112"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 21/2"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 LTPS 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.SID 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 additionat information,see Fastener_Types,and <br /> Sizes-Specified for Simk.*!w Stro_n...q-Tie Connectors. <br /> E 1� ta'6/ }7 E i•)•t4i"l �� 7 I3�il j ���b��,f z t�i��, kla�t I i�t1 <br /> .= - <br /> P1-SU 144-pif(El 560# <br /> 44"oc 540# 44"oc <br /> i P1-6 240 if E 560# 27"oc 540# 27"oc <br /> P 1-4 350->if E 560# 18"oc 540# W,oc i <br /> P1-3 450. 1f EJ - 560# 14"oc 5409 14"oc - <br /> P 1-2 82QPIf W 560# 7'A"oc 540# 7W oc <br /> P24 700-plf(E) 560# 9,100 540# LTP5 18"oc+ <br /> A35 18"oc <br /> _ UPS 14"oc t <br /> P2-3 900 pif(E) 560# 7"oc 540# A35 14"oc <br /> P2-2 1640-plf(W) 560# 2 rows 8"oc 540# LTPS 8"oc+ <br /> A35 8"oc <br /> L3,3 <br /> I <br /> i <br /> i <br />