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2018 IBC/NDS 2015 - Shear Wall gaming Clips <br /> .._............_. -- <br /> DF/SP Allowable Loads SPFIHF Allowable Loads <br /> Model Type of Fasteners Direction <br /> No. = Connection (in.) of Load Floor Roo( E Hoar Roof <br /> {100) {125) (160) (100) (125) (160 <br /> __.. .. — — <br /> ( Ft 395 465 0 ! 466 340 400 400(8j 0.131 x 1 1fz <br /> Feb 295 430 y 430 340 370 I 370 <br /> m ! A34 i j F1 640 640 j�640 550 _ 550 <br /> 1 550 <br /> (8)49 x 1'h SD F2 495 495_ j_- 495 425 425 -� 425 <br /> -upI frft 240 240 240 170 170 170 <br /> A; 1295- WW WO .k .: ::;350 255 300 300 <br /> ❑2 i (9)0.121 x 1% E 295 ;::.. :::::.:360 : .. ,':::385 '::': 255 1 310 1 330 <br /> i i:..:.......:. :. .� <br /> $5:': :; .'185:::.;.: ifi0 160 1n0 <br /> 1 <br /> I ! A2 n5325 325`: .:a 255 280 280 <br /> (12)0.131 x 1�/s Cz 295 330 330 255 285 285 <br /> 0 - <br /> D 225 225 225 1 195 195 195 <br /> l� ! <br /> Fi eC i. Sin 510 560 ti� Z <br /> 5gD D � .. a <br /> j {12)0.131 x 1'r� ` �� <br /> Fps ":590'; ':670`:;::: :6710:.::: 510 575 575 <br /> l (12)PH612! F1 420 420 i 420 360 360 360 T <br /> .:::. <br /> G 560 625 625 500 540 , €1 <br /> (12)0.131 x 1'!s f I— I _r. <br /> l H 580 i 525 1 525 I 500 i 450 ! 450 <br /> i I G 580 J 565 ::..565 E 500 485 485 <br /> LTP5 I Q (12)0.131 x I Ih 545 <br /> 490 A90 470 420 1 420 <br /> 1. Allowable leads 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 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 /> 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-Drive®screws_ <br /> PH612l is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener Tvices and <br /> Sizes Specifier!for Simpson Strono-Tie Connectors. <br /> P <br /> I-6U 1�44-plf(El 560# 44"oc 540# 44"oc <br /> Qkm <br /> 24 If(E 560# 27"oc 540# 27"oc <br /> -4 350-a1f fE! I 560# 18"oc 540# 78"oc <br /> PI-3 450-plf'Et 560# 14"oc 540# 14"oc <br /> Pl-2 820 If 1W 560# VA"oc 540# 7'/�"aC <br /> LTP518"oc+ <br /> P24 700-plf(E) 560# ! 9"oc 540# A35 18"oc <br /> LTP5 14"oc+ <br /> P2-3 900-pif(E) 560# 7"oc 540# A3514"oc <br /> LTP5 8"oc+ <br /> P2-2 1640-plf(W) 560# 2 rows 8 oc 540# A35 B"oc <br /> L3.3 <br />