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2018 l8C/NDS 2015 - Shear Nall Framing Clips <br /> _.. I_.._.._ DF/SP.AElowable Loads SPF/HF Allowable Loads <br /> Model Type of I Fasteners Direction <br /> of Load <br /> 0) Roof Roof <br /> Floor <br /> Na connection (in.) Floor <br /> " � 1 (100} (125) •� {t00) (125) "�-•---(180) - <br /> j Ff 395 �465 1 465 340 400 400 <br /> (8)0.131 x 1�/z M-r -=- <br /> 1 I Fe 395 430 j 430 340 1 370 370 <br /> A84 ' _ F1 640 640 1 640 550 550 l 550 <br /> (8)#9 x 1 y1z SD F2 495 495 1 495 425 1 425 1 425 <br /> Uplift 240 240 240 i 170 11 170-- 170 <br /> Al 295 350 350 255 300 j 300 <br /> []2 (9)0.131 x 1'h E 295 E 360 385 ; ' 255 310 330 <br /> Ci 185 i 185 185':` i 160 160 160 <br /> A2 295 325 325 255 280 280 <br /> (12)0.131 x 1'/z C2 295 330 330 255 [ 285 285 <br /> D 225 225 225 195 195 195 <br /> 1 F1 590 650(12)0.131 x 11h 650 510 560 <br /> Fe 590 670 670 510 575 I 575 <br /> 05 (12)PH6121 E Ft 420 420 420 360 360 360 <br /> E 6 580 625 625 500 540 <br /> (12)0.131 x 1112 <br /> H 580 525 525 500 1 450 I 450 <br /> 6 580 i 565 565 500 485 i 485 <br /> LTP5 ❑7 (12}0.131 x 1'h H 545 "! + 490 490 ) 470 420 i 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 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 1RC 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 /> PH6121 is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener Types and <br /> Sizes SLecified for Simpson Stronc Tie Connectors. <br /> P14U 1'4 (E} 560# 44"cc 540# 44"oC <br /> ' P1-6 240 if fE 560# 27"oc 540# 27"cc <br /> P1-4 350-Qlf IE 560# 18"oc 540# 88"ac <br /> P1-3 450-olf fEl 560# 14"cc 540# 14"oC <br /> P1-2 820-c1f tW 560# 7%"oc 540# 716"ac <br /> LTP5 18"oc+ <br /> P2-4 700-p1f(E) 560# 9"oc 5404 A35 18"oc <br /> LTP5 14"cc+ <br /> P2-3 900-plf(E) 560# 7"cc 540# <br /> A35 14"oc <br /> P2-2 1640-pif(W) 560# 2 rows 8"oc 540# LTP5 8"cc+ <br /> I <br /> A35 8"oc <br /> L3.3 <br />