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2018 IBC/RIDS 2015 - Shear Wall Framing Clips <br /> { ' DF/SP Allowable Loads SPF/HF Allowable Loads <br /> Model I Type of Fasteners Direction <br /> E No. Connection (in.) of Load Floor Raof Floor Roof <br /> I (100) (125) =160) (100) (125) (160) <br /> .... <br /> Ft 305 465 465 340 400 400 <br /> I 1[] (8)0,131 x 1'A ......_..........._..-....._._—__.. ...... ---...........`......._......_.._............... ......._._...._ <br /> Fes 395 430 430 340 370 370 <br /> ® A34 Fl 040 640 ......640.. . .- 550 550 650 <br /> .......... .. . <br /> ! lC] (a)119 x 11/2 SD F2 495 ' 495 495 ! 425 425 425 <br /> ........................ ......... <br /> Uplift 240 240 240 170 170 170 <br /> _--... __._........_._ - - _._ ... _......_......... -----...... - ...- -- --....... .----.-..._-... • -----------...--- <br /> Al 295 350 35D 255--- --300....._.._._ 300--- <br /> [2 (g)0,131 x 1'h E 295 360 385 255 310.............._ 330- <br /> .........._...._...._..........._....... ... <br /> :�T.-.._ �... ...._.:m.�......_..w. :v. _.�_ ... <br /> Ct 185 185 :::185 160 160 160 <br /> A2 295 325.. 325 255 ! 280 280 <br /> (12)0.131 x 11h C2 295 330 255 285 285 <br /> D 225 225 225 195 195 195 <br /> �r Fl 59( . ; :;: 660:. 660 610 -- -......560 ..., <br /> 0.131 x IA <br /> Fes : 590 .670 870 610 576 576 <br /> .............-- -- - -- - ----...-....^_.. --- - —__ ............. <br /> [5Q (12)PH6121 Ft 420 420 420 360 360 360 <br /> ----- - - .. _.-.-_. ......... .. . --- - <br /> G 680 E 625 625 500 640 <br /> ([P4 ..I ,. (12}0.131 x 1'h --- --- .... .. ..... <br /> . -- ..-_... <br /> ( ( it 580 T 626 625 600 450 450 <br /> - _--... .... .--............................................. ......._.._...._.......-. . ..._..,..-.-_l.-...�..._...._............. ........-.........._............_....-....._.._............. .. .................... <br /> G 580 566 566 600 465 465 <br /> LTP5 {]7 (12)0.131 x 1 470 420 420 <br /> 1A -- — <br /> H 546 490 490 470 <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 /> i 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 /> i 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 /> 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 /> i 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-Ties'Strong-Drive'screws. <br /> PH6121 Is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener J.As.and <br /> Sizes..Specf ed_for Simpso.►�Strono-Tie Connectors. <br /> e <br /> Ift <br /> 9 <br /> PI-6U 144141(E) 56011 " 44' oc 540# 44"oc <br /> PI-6 240- if E 560# 27"oc 540# 27"oc <br /> P1-4 350-cif F. 560# I oc 540# 18"oc <br /> PI-3 450- if JEJ 560# 14"oc 540# 14"oc <br /> j 151-2 820-plf IW) _ 560# _7'/2"oc 540# 7%"oc <br /> P2-4 700•pif(E) 560# 9"oc 5A0# UPS 18"oc+ <br /> l A35 18"oc <br /> v t1 P5 1 oc+ <br /> 2-3 900-plf(E) 560# 7"oc 540# 14 <br /> P <br /> trP5 8"oc+ <br /> P2-2 1640-pif(W) 560# 2 rows 8"oc 540# <br /> _..:.._ - <br /> A35 8"oc <br /> 3: <br /> I. <br /> L3.3 <br /> is <br /> f <br /> r <br /> S <br />