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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> { { DF/SP Allowable Loads SPF/HF Allowable Loads <br /> Model Typo of Fastonera t Direction _. __ <br /> No. Connection (in.) oiLoad Floor II Roof i 160 Floor Roof <br /> {100).......1_.....(125J. .... ........E_._..-} (100) (125) (i60) <br /> F1 395 965 l 465 390 900 400 <br /> (e)0.131x1Fh �..... � .. .-......_... ............ <br /> 1 ..._F28...._....._ ........395 430 430 340 374 . . _... _..370...... <br /> j A34 1 F1 640 640 640 550 f 550 650 <br /> 1 _......._......_....... ... .. . . ......._._............. . ....._....... -..... <br /> iQ (8)#8 x 1412 Sp ` F2 495 495 495 425 425 425 <br /> —.._......... <br /> __.:._........ <br /> Uplift 240 240 240 170 170 170 <br /> Ai 295 350 350 255 Soo 300 <br /> D (9)0.181 x 11h f 295 360 385 255 I 310 330 <br /> ---- -.-_......_:..._...:: .._-._._..... ---.._._... .---------.._._..i <br /> G1 185 185 185 160 160 180 <br /> __..............................._._._._..�....._.._.....,...._............... _...v... . <br /> .._._.._. ................................ .. ......._............__ ........._......._.......... <br /> Ap 295 1 325 325 ) 255 280 280 <br /> ........ .. .. -.—__._..__..............................__.._.. ._..._....._......._............._......_.._.... <br /> (12)0.131 x 11h C2 295... `' 330 330. r 25 285 285 <br /> —._....__....... . ..----._,........_......._...T____...- .. —_.--.. ._.__..._._...... ..............�........._.._....._._......__ <br /> i D 226 _ 225 225 105 ' 195 195 <br /> w --- - _F1- - 600. _-M�65t) _ f;rz0 510--- ...._-.560._._ €: �.. <br /> (12)0.131 x 1'/� <br /> F20 59D 670 '.670 510 576 .i15 <br /> _..._........_._._.._. _........._._.._.._...._.......... ._.....__....__....._....._.. ..._._........._..........----................._..:...._._..__._...................._ ... ..................._............. ..... <br /> Q (12)PH612, F1 420 42D 420 360 360 MO <br /> ................._............_.—_.....__.._ ......................... ............._ ....-..............._....... ..._....-._.........._. .. . .................-........- ......,..._...._........._. ........_........._.... ... ....._........ <br /> G 680 625 625 500 540 <br /> f7P4 .. (12)0,131 x I1A _ _ ......._..u_.... .. . ... . --- - ---.......... -............ <br /> H 680 625 625 500 450 450 <br /> LTP5 7 (12j 0,131 x 1 Jz <br /> G 580 565 565 500 485 485 <br /> ............. <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. 1-TP4 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 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 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-Driveo 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..S}�egified for-Simpppri Strong-Tie.Connectors. <br /> t <br /> Yl 6U 144 p1f(E) SSO# - 44"ocyy rt y v 540# 44_"oc-- <br /> P1-6 240 if fEl 560# 27"oc 5401f _ 27"oc <br /> P1-4 F 350-j E 560# Y 18"oc _ 540# 18"oc <br /> Pl-3 450- tt E 560# _....t 4"oc 540# 14"oc <br /> _.P1-2_...—82?If(W _...... 560# 71V cc _.._...5400 71/2"oc <br /> P2-4 700-pif(E) 560# 91100 540# LTP5 18"oc+ <br /> A35 IS"cc <br /> UPS 14"oc+ <br /> P2-3 W-pll(E) 5606 7"oc 540# A35 14"oc <br /> .... ...._. —._........._..-. _ <br /> LTP5 8"oc+ <br /> P2-2 1640-pi€(W) 560# 2 rows W oc 5404 A35 8"cc <br /> f LU <br />`f <br />