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2018 IBC/N®S 2015 ® Shear (Nall Framing Clips <br /> OF/SP Allowable Loads SPF/Iff Allowable Loads <br /> Model Typo of Fasteners Direction <br /> ... <br /> No. Connection ; (in,) I of Load Floor 1 Roof Floor , Roof (1fi0) <br /> (100) (125) (iS0) { ) 1 (125) <br /> 100 <br /> i Ff 305 466 465 340 I 400 400 <br /> 0 (0j 0.13i x 1+/s _ _........_.......---....... ._ <br /> _..........._..... .._......._._._........ .. 3 <br /> Fz 395 430 430 340.. j 370... _... 37Q...... <br /> 6 ........ ....._.... .. ._. ..... <br /> �.. <br /> ...._... <br /> ® A34 Ft 640 640 640 550 550 550 <br /> ... <br /> Q (8)fig x 1'/c St] f........._F2._......_. ..._. 435..............._..495....._.._. 495 425 425 425 <br /> Uplift 240 240 240 170 170 170 <br /> Al 295 350 350 255 3Q0 300 <br /> P2 (9)0,131 x 1IF1 E 295 360 365 255 3i0 -- 33Q <br /> -... <br /> 77 <br /> Ct 186 185.:.:.' i::'.�85 160 160 160 <br /> A2 295 325. 325 -255— 280 -- 280-._._ <br /> F3-1 (12)0.131 x 1'g C2 295 330. 330 255 - —285 285 `- <br /> --- 225 195 1 195 - 195 <br /> f Ff 590 650. 660 510 660 <br /> (12)0.131x1'A <br /> F2 590 670 .670 510 575 676 <br /> ....._...__...—_.._.......- ...—._�_........_ ---- .._..- — - -----..-.. - ..-M.._._._.._ ...................._...._.............. ....... <br /> ....._..._.__..__... <br /> (12)PHS121 Ft 420 420 420 — 360 360 360 <br /> G 580 626 625 600 640 ` <br /> L (..6 (12)0,131 x 1 Yz - .H 580 ! 626 625 600 460 450 <br /> _......_........................... �...-......_.._...-......... _..._...-...._.__....._....-........-, _._..............._._....._i.................._. ... <br /> G 560 'S65 565 .600485 a <br /> LTP5 [a7 (12)0.131 x 11h -- i <br /> H 545 490 490 470 420 420 <br /> _. .----.........__1_............-..............__. . - - -.--._ ._._ - - __...._......... <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 /> is 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 /> I: <br /> 3. LTp4 can be Installed over 318"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°° oa . <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-Tien Strong-Drive®screws. <br />:. <br /> PF16121 Is a pan head#6 x 1I2"screw available from Simpson Strong-Tie.For additional information,see Fastener Tyf es.and <br /> Sizes. ecifie_d....for_Simtsan.._Strang-Tie,.Connect rs. <br /> CzctX °I'/ �.fuf >r ,� �r + l <br /> P1-611 144-pif(E 56011 44"oc 540# 44"oc <br /> P1-6 240- 560# 27"oc 54D# 27"oc <br /> P 1-4 350 if E 560# 18"oc 540# 18"oc <br /> c: <br /> PI-3 450- If E 560# 14"oc 540# 14"oc <br /> PI-2 820-pif(W} 560# 7'h"oc 5409 7'/="oc <br /> f. LTP5 18"oc+ <br /> P2-4 - 700-pff(E) 560# 9"oc 540# A35 18"oc :. <br /> (: LTP5 14"oc+ <br /> P2-3 900-pif(E) S60# 7"oc 540# A35 14"oc <br /> UPS 8"oc+ <br /> P2-2 164D plf(w) 560# 2 rows 8"oc 540# A35 8"oc <br /> L3.3 <br />