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2018 IBC/NDS 2015 - Sheer Wall Framing dips <br /> DF/SP Allowable Loads SPF/HF Allowable Leads <br /> Modal Typo of Fasteners Direction <br /> ___. .. _.._.._._.... _.._._ ...__.. _ . ......... <br /> No. Connection (in.) of Load Floor Root Floor Root <br /> (160) ; <br /> { (100) (125) (100) I (125) (160) <br /> i[] (8)0.131 x 1V2 Ft 395 I 465 465 340 400 400 <br /> I <br /> Fzs......_ _.... .395....._.._1.........._430........._..............430.._..__._..._......340.........J. ._370 ......_ 370 <br /> ® A34 F1 640 640 640 550 550 550 <br /> ........ ............. ................ . . _............ <br /> [1] (8)#9 x 1 Mi SD F2 495 495 496 425 425 425 <br /> _...... . ........ ........` ... . ...........__E. ............_.... ...... ... ..—...---.._.......E-....__...__...........__�_..__...—.—. <br /> Uplift 240 240 1 240 170 170 170 <br /> . <br /> -----......1_....._....... <br /> .._----- -... -- ----..._�...--...-.._... —......._ _---..__._..__--.-........- _..__ ..........-._.-_........!_....................... ... . <br /> Al 295 350 . .350 255 300 300 <br /> [2 (9)0.131 x 1 rh E :.:295 380 385 255 310 330 <br /> --..._........_- - -_.... _.-..----...._._.._._......._....... --......_._...._.. . ..... <br /> Cl 1$5 . :.: .:.:::.185::.:.. 185 1 fi0 160 160 <br /> _..----...-.,........_.__._..........._.._....._1_... -......._...._._-.....-...._ww._�... .;. __:...... .,. _.__.._ _......_........._._-..........._......._........._......._....... <br /> I A2 295 .325.. 325. 255 280 280 <br /> I .. ........:;. _....._..._......_..._.._. ......._.......,....._.....- ................... ...... <br /> m (ARM. M (12)0.131 x i'A � C2 295 I : 330 .330 255 � 285 285 <br /> D 1225 - 226 : :225 195 195 195 <br /> _ - ---- - - - ... <br /> F1 590. :650 650 510 660 <br /> 7 (12)4131 x 1 V, --- ---------___ -_ __ <br /> Fe 590 670 670 510 675 575 <br /> ® (12)PH6121 F1 420 1 420 420 260 360 360 <br /> G 680 I 625 625 600 540.. . <br /> t LTP4 t:� (12)0.131xI'h _...._ _......_. .._ _......_ <br /> H 680 i 625 625 500 460 460 <br /> --- - <br /> G 680 565 565 --500.._...__......._....486......_..._._.....-485 <br /> LTP5 (12)0.131 x 1 1/: r- - - - _... --- __— - ---...-.___ <br /> ! --- ----- .........._.._........._.....--..._.........._......._.L._... ._ .._-..._.._^......: 645.. .E..W.:: 490 490................_..... _._...470 .. ..E.........42D 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 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-Ties'Strong-Drives screws. <br /> PH6121 Is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fastener Tyres-and <br /> I Sizes Sraecifed for.Simuson Stronq-Tie Connectors. <br /> f <br /> rPI <br /> �, • ) l;y 'V13F >I,� <br /> „t. <br /> 144•p!f E( 560# 44"oc 540# 44"oc <br /> 240-olf E 5606 27"oc_ 540# 27"oc <br /> 350-pif IEi 560# 18"oc 540# 18"oc <br /> 45 If(E)__ 5604 14"oc 540# 14"oc <br /> 820->It W 5600 71/2"oc 540# — _ M,oc _ <br /> P2-4 700-p1f(E) 5604 9"oc 540# UP5 18"oc+ <br /> A35 18"oc <br /> i P2-3 900-p1f 10 560# 7"oc 540# LTP5 14"oc+ <br />( A35 14"oc <br />€ P2-2 1640 If W 560# 2 rows 8"oc 540# LIPS 8"oc+ <br /> ,:,,_,._..-�. __��.% ,...�• .�.-�.�-.. M,,, ham. ,;• _.. .. . <br /> A35 8"oc <br /> L3.3 <br /> F <br /> 3 <br /> I <br />