Laserfiche WebLink
Simpson Strong-Tie®Wood Construction Connectors itSIMPSON <br /> LTP4/LTP5/A34/A35 1 ii.‘.-.-fthay- ,1 <br /> Framinc Ancles anc Plates (cont) <br /> D These products are available with additional corrosion ' These products are approved for installation with the Strong-Drives' <br /> protection.For more information,see p.18. v SD Connector screw.See pp.39-40 for more information. <br /> DF/SP SPF/HF <br /> Allowable Loads Allowable Loads <br /> Model Type of Direction Code <br /> Fasteners <br /> No. Connection of Load Ref. <br /> Floor Roof Floor Roof <br /> (100) (125). _ . ;•..(160) (100) (125) {160) <br /> ______._-- ________-_--_.----_ _Ft 395 485 515 340 ___ V -415� 445 IPt,15, <br /> M. 0 (8)8d x I+/2' -----------_ -.-___ -_- - -_._ <br /> F26 395 455 455 340 390 390 L18,FL <br /> - " <br /> A34 __- -- F� 640 640 640 550 550 - -550 _-- <br /> -- ___-- _---___._ _.__...._-- 127,L5,FL <br /> Q (8)119 x 11,i"SD F2 495 495 495 425 425 425 <br /> Uplift 240 240 240 170 170 170 170 <br /> At,E 295 365 395 255 315 340 <br /> El (9)8d x 1'/ -------•— —~- - <br /> C1 210 210 210 180 180 180 <br /> ______-•--- ----- - -295 365 380 255 - <br /> A2 315 325 <br /> it (12)8d x 1 e C2 295 365 370 255 315 320 v IP g FL <br /> A35 _ <br /> D 23.0 230 230 :.:' 200 200 200 <br /> CI (12)8d x 1 bh"` Ft 595 695 695 - 510 600 600 <br /> F26 595 670 670 510 575 575 <br /> • <br /> 0- (12)!l6x;h"SPAX Fly 425 - 420 , 42U 360 _ 360 360 _ 170 <br /> G 580 670 670 500 570 575 IPf,L5 <br /> LTP4 [6] H 580 600 600 500 515 515 U8,FL, <br /> - G 580 620• 620 500 535 535 IPI, <br /> LTPS 07 (12)8d x 1'h" - - L18,FL <br /> H 545 545 545 ,; 470 470 470 <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 <br /> if not reinforced sufficiently.In this case,mechanical reinforcement should be considered, <br /> 3.LTP4 can be installed over W wood structural panel sheathing with 8d x 1 W nails and achieve 0.72 of the listed load, <br /> 0 or over Vs and achieve 0.64 of the listed load.8d commons will achieve 100%load. <br /> z 4.LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF1 framing anchor requirements when installed over raised <br /> wood floor framing per Figure R602.10.6.4. 0 <br /> c 5.The LTPS may be installed over wood structural panel sheathing up to%z"thick using 8d x 1/2 nails with no reduction in load. <br /> 6.Connectors are required on both sides to achieve F2 loads in both directions. <br /> 7.A34 and A35 installed with 8d x 11"nails onto I h LSL material will achieve 0.90 of the listed Ft and F2 loads. C <br /> cs 8.Fasteners:8d x 1%:"=0.131"dia.x 114"long;SPAX 116 x Iz"=0.f 38"dia.:.1/4"long.See pp.26r27 for other nail sizes and information. to <br /> z <br /> a f1 <br /> c cc <br /> L.. <br /> b tUplilt = <br /> iiiiist- . 110110111010 . , ... <br /> i•-. 11 ,41 <br /> f® <br /> -_ •� A IPP- tn`� - otto„, <br /> __ fit, <br /> _,__ -_.- _ i . - - _ ) , <br /> A34 Uplift Installation qi = _ <br /> 11G ` <br /> till000 <br /> Chimney Framing <br /> 5 <br /> 331 <br />