Laserfiche WebLink
2018 IBC/IVIES 2015 - Shear Wall Framing Clips <br /> OF/SP Allowable Loads 1 SPF/HF Allowable loads <br /> Model Type of Fasteners ` Direction <br /> No. Connection (in.) of Load Floor Roof Floor Root 960 <br /> (100) 1 (160) (100) (f25) <br /> 26) ( ) <br /> I-. a ( I _.... <br /> I F1 395 j 465 465 ; 340 1 400 400 <br /> Q (8)0.131 x 11/z <br /> Fps 395 430 430 s 340 370 370.... <br /> ....... . <br /> A34 Ft 640 .....640._..........._..... 640....... .........550...._......;.._.._..._650.... . .. 650. <br /> _.. ......_.._...._._........... , <br /> 1� (8)#9 x 1 S/2 SD F2 495 495 495 426 1 425 425 <br /> Uplift 240 j 240 240 170 170 170 <br /> .......... ...._.....-......._... .....................__...... <br /> Al 295 i 300 300 <br /> ............ ...._......-..____.......- --.._.........._.._...-......._........ -_..._------__....... ----......- --- ....... <br /> (9)0.131 x ills E 295 360 385 255 1 310 330 <br /> ........__.............._.._......_......_............._,..._.-. --- --.,. :_......-- -.........._......._...._...... ....._....---......_.........................-.... <br /> Ct 185 185 185 160 160 160 <br /> .__.......- ---.. _...._.._......-.............-----._..._........._._......._......._ ._ :..___.......... ....._.._... _.,_._. _—._....._..._. ._. ._._._........_..i......_............_.._._. ............._._.-._._.._... <br /> A2 295 325.. 325 255 280 280 <br /> ® A35 3❑ (12)0.131 x 11h C2 295 330 330. ` 255 -285 285 <br /> — — . . . - - <br /> _ <br /> D 225 225 225 105 195 195 <br /> Ft 590 . 650 .650 510 - 560o <br /> (12)0.131 x 1'/z - — ---_ -- -- -- — - - <br /> F2` 590 670 670 510 575 575 <br /> _. ....- ----......._.....-—— - —_ _ --.. ..:.:_: .. .._...... ... . ... ......_......--.................. <br /> _..._.. <br /> [51 02)PH6121 Ft 420 420 420 360 360 260 <br /> -1_--- . _ .- ... ......_ ---- <br /> i I 6 680 625 625 600 640 <br /> (12)0.131 x 1l . _.._....... .. ...-... .. .. ... .— _....... ._ ....__ . . ...__... .. ... ... <br /> I H 580 625 525 600 450 460 <br /> .......... 0.__........._..__5B°--_._......._665-J._......._.._565....... ......._.__60a..._............_....._485._....... ..— 485........ <br /> LTP5 0 (12)0,131 x 1112 ......... <br /> H 545 490 490 470 420 420 <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 316'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 /> t 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 F2loads 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�,es and <br /> Sizes.Specified.for Simpson_Stron Tie Connectors. <br /> i <br /> 'f Ili <br /> s. PI-6U 144-pif(1) 5600 44"oc 540# 44"oc <br /> 4; P1-6 240- If E 560# _ 27"oc 540# 27"oc <br /> P 1-4 350•pif J El 5604 _ 18"oc _5400 18"oc_�_ <br /> PI-3 450-1>If E 5600 14"oc 540# 14"oc <br /> P1-2 82Q:pj W 560ti 7'/3"oc 540# 7"/z"oc <br /> ' 1,24 700 pif(E) 560# 9"oc 540# LTP5 18"oc+ <br /> _ _ -.--- — A35 18"oc <br />(. P2-3 —900-pif(El 560# 7"oc 5400 LTP5 14"oc+ . <br />= A35 14"oc <br /> LTP5 8"oc+ <br /> P2-2 1640-pif(W) 560# 2 rows 8"oc 540# A35 8"oc <br /> t L3.3 <br />