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2018 IBC/N®S 2015 - Shur Wall Framing Clips <br /> DF/SP Allowable Loads I SPFlHF Allowable Loads <br /> Model Type of Fasteners i Direction �•-._. _....-...._____ <br /> 110, Connection � (in.) i al Load - _....._ r. _....w___-_..._ .. .._._. _._..._ _ ... <br /> II Roof 160} I Floor Roof <br /> Floor (160) <br /> (100) i._.. (125) { { (100) (125) <br /> ..... <br /> F1 306 465 ' 465 ........340 ;... 400 400 <br /> ! (8)0.131 x I% i. _._..... ....._...... I ..._....._ <br /> s 395 430 ! 430 340 37Q 370 <br /> A34 Fi 640 640 640 550 I 550 ! 650 <br /> 1❑ (8)#9 x Vh SD F2 405 495..... 495 425 i 425 425 <br /> Uplift 240 240 240 i70 170 170 <br /> __..I...__............_._....... _.._. _..- . . _.. .-. <br /> ......._._...._......... __......._..._ .. _.._...... .. ... ... _.........._ .. <br /> ._. _.._ ........ <br /> A, 295 350 35D 255 300 300 <br /> E (0)0.131 x 1% E 296 . 360 385 255 � 310 330 <br /> __...__. .. - -----------....._......... <br /> G�_.._......_. __��185 .�l 185 `,... 185 160 160 160 <br /> _................._.... _.............__.._......._.._............�.--........... -.. _._._..__.. _._...._....__..........f ................._..._. ..._._.......................... <br /> A? 295. 325 '325 255 280 280 <br /> ........... <br /> (12)0,131 x 1'/ C? 295..: 330 330 255 285 285 <br /> ...................._._........--- -- . ......_...._......._,_._. ...... -- - .. ----...............,....__._.._......I._.........._........- - ._..__....--- <br /> D 225 I 225 225 105 195 195 <br /> _....._....._-._. . .. ----- -- ----.. __ ----- r. <br /> I i'l 500. 65n fi50 610 560 <br /> Fla 590 670 670. 510 675 575 <br /> _..........._..._......._...... .. _.............._..............._........ ........_....._._.........._._..........._..._.. _.....-........__-_................_..... .__. ......... _.._................_.._._:._..... ......._._.................. .._._.............._................... <br /> 05 (12)PHS121 Fi 420 420 420 360 360 360 <br /> ....._._... ............._-...--. _.............._.........................._.E....._......._.__._..._ ._.............._....._......... ._............._..............._....._.........._......._............._...._,_....- _.__....._.........._._......_..___-_........... <br /> ..:.:. �::.. ; Q 580 625 625 500 540 <br /> : E;:l.T.4 (12)0.131 x 1 h H 580 525 525 500 450 450 <br /> _......._._.......... . . ........_..._. ......._...__._.......__.... ._.... . _.................... .._......-_..._....._......_..... _._.....__..._.............. .._......._....-...._.._.... _--- - -- ....-...... .. ._ ._......_._._...- <br /> LTP5 7� (12)0.131 x 1112 Q 580 565 565 500 485 485 <br /> H '545 490 490 470 420 420 <br /> ... ....... .. .... .. ......... .. _...1....._.........._........_..._. !--.....__........_.........._....... ._.._.__..__....... __...-...... . . <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-Tie°Strong-DriveO screws. <br /> PH6121 is a pan-head#6 x 1!2"screw available from Simpson Strong-Tie.For additional information,see Fes T s and <br /> Sizes-Specified for Simpson Strong_Tie...-Tie <br /> i <br />`E <br /> �P1-611 144-pif(L) 560# 44"oc --- 540# 44"cc <br /> f P1-6 240- if E — 560# 27"oc 54011 27"oc <br /> — _ <br /> Pi-4 — 350-..>It JE)�•�560# 18"oc 540# 18"4C <br /> P1-3 450-plf E 560# _ 14"oc — 540# _ 1411 oc <br /> Pl-2 820 If W 560# 71V oc 54011 7'A"oc <br /> P2-4 700-pit(E) 560# 91100 540# LIPS 18"oc+ <br /> -- A35 18"oc <br /> i P2-3� 900-plf(E) 660# 7"cc 540# LIPS 14"oc+ <br /> a - —.�-- --- -- - A35 14"oc <br /> LIP5 8"oc+ <br /> P2-2 1640-plf(w) 560# 2 rows 8"cc 540# A35 8"oc <br /> f <br />[ L3.3 <br /> I: <br />