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I
<br /> Simpson Strong-Tie Wood Construction Connectors SIMPSON
<br /> I LTP4/LTP5/A34/A35 Strong-Tie
<br /> Framing Angles and Plates (cont.)
<br /> IThese products are available with For stainless- , , Many of these products are approved for installation
<br /> 1111 additional corrosion protection. riE)steel fasteners, '.0 with Strong-Drives SD Connector screws.
<br /> For more information,see p.15. see p.21. ''' See pp.335-337 for more information.
<br /> I Model Type of Fasteners Direction 1
<br /> DFISP Allowable Loads - SPF/HF Allowable Loads
<br /> 1 Code
<br /> No. Connection (in.) of Load
<br /> Floor Roof 1 Floor ' Roof Ref.
<br /> (160) (160)
<br /> (100) (125) (100) ; (125)
<br /> I M (8)0.131 x 11/2 Ft
<br /> F2' 395
<br /> 395 465
<br /> 430 465
<br /> 430 340
<br /> 340 400
<br /> 370 ..•,c.,-,
<br /> ‘;':` IBC,
<br /> Ea A34 Ft ),',9 u,10. 040 550 -i f,50 - FL,LA
<br /> tu -,
<br /> I M (8)#9 x 11/2 GD F2 49 4
<br /> Uplift 240 .)'-:
<br /> 240
<br /> :: 123
<br /> 240
<br /> 1 .1'.,5 4
<br /> 170 170 .'!;.
<br /> 170
<br /> At 295 350 .;:'c 255 . 300
<br /> I 11 (9)0.131 x 11/2 E
<br /> Cf 295 360
<br /> I
<br /> 385
<br /> ',."2,•., 255 310
<br /> 160 330
<br /> A2 295 32 :;: , 255 ?80 28° IBC,
<br /> I F:3 A35 ri (12)0.131 x 11/2 C2
<br /> D 295 3.,,,
<br /> 225 225 225 255
<br /> 195 285195 285 FL,LA
<br /> 195
<br /> Ft C90D 55C) 3',0 510 560 560
<br /> E (12)0.131 x 11/2
<br /> Fe 590 670 670 510 575 575
<br /> I El (12)PE-6121 Ft 420 I 420
<br /> 420 I 360 360 360 —
<br /> G 580 I • 625 500 540
<br /> ':),I(:'
<br /> 111 LTP4 M (12)0.131 x 11/2
<br /> H 580 5?';'. 500 4 Su IBC,
<br /> I 6 580 :' 500 485 -',',35 FL,LA
<br /> LIPS Li (12)0.131 x 11/2
<br /> H .
<br /> 545 . . `..,1'.
<br /> ,8,9 .1
<br /> • 470 1 420 420
<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 /> I 2.Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not reinforced
<br /> sufficiently.In this case,mechanical reinforcement should be considered.
<br /> en
<br /> 3.LTP4 can be installed over3/6"wood structural panel sheathing with 0.131"x 1 W nails and achieve 0.72 of the listed load,or
<br /> 0
<br /> over t/2"sheathing and achieve 0.64 of the listed load.0.131"x 21/2'nails will achieve 100%load.
<br /> 4.LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF)framing anchor requirements when installed over raised wood V
<br /> C
<br /> I 2 floor framing per Rgure 8602.10.6.4. CC
<br /> ›- 5.The LTPS may be installed over wood structural panel sheathing up to 1/2"thick using 0.131"x 1 V2"nails with no reduction in load. co
<br /> i 6.Connectors are required on both sides to achieve F2 loads in both directions. a
<br /> o
<br /> 7.Fasteners:Nail dimensions in the table are diameter by length.SD screws are Simpson Strong-Ties Strong-Drives screws. MI
<br /> s..4.,o PH6121 is a pan-head#6 x'1/2'screw available from Simpson Strong-Tie.See pp.21-22 for other nail sizes and information. co
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<br /> Chimney Framing
<br /> A34 Typical Installation titi "
<br /> I 84 281
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