9592 7TH AVE SE 2025-09-16 - Laserfiche WebLink

2018 IBC/N®S 2015 - Shear Fall Framing Clips ' DF/SP Allowable Loads SPF/HF Allowable Loads Model Typo of Fasteners I Direction ....-,__.. __.._._._ -_.— .T. . No. Connection (in.) of Load Floor ' Root Floor - Roof {100) {125) I !60 (100) (125) itifl) . ....__... .. . . .................i ........._ , i Fl 395 465 465 j 340 400 400 1❑ (8)0.131 x 11h ! F26 395 430 430 340 370 370 E ' A34 j F1 640 640 640 550 I 550 - 550 1..... .. ........ I-- ! , I 1Q (8)#9 x 1'/z SD Fz 495 495 495 425 425 425 Up#ft 240 240 240 170 I 170 170 ... .......... .........._._ _ _ _ ....._..__._............ ..._............. . ._. .. .I _...._..........._._........ ._. Al ...........__295 T350 350 255 300 300 [] (0)0.131 x 1'/2 F 295 . 360 385 255 310 -- -........._330._ _ C1 105 185... ' i85 . 1160 160 160 _............_J`?......... 295 325 325 255 280....... _..200 r 14�3�i'<' ;:€ 3 (12 0.131 x 1112 C2 295, 330 330 255 285 205 .:».: ❑ ) ( ..........__.. .......__ - _. _ _ -._..........._.__._._. ._._........._.._. _...... . ----...._..—_._.__ ---r D 226 225 225 ' 105 1 i95 195 ...__... - F1 590.. t~5f!. .; . .,F50 610 560 ......... ..,._..:_-. ----------..._................. .._.................... .........._..... _....: (12)0.131 x 1 A ._. ,--- - ... ......._F26........_.. ... .. 590.......__..... ....__..87...._........ .........:670.:_...._..........-510........... ._.. 575 575 ® (12)PH6121 F1 420 420 420 360 360 360 . _ -- - - _ ....... ... .. ... .. _ a 580 626 625- 500 540 ( 9 ' 7P4 `.-:. 12)0.131 x 1'� ! _ _ ° H 680 525 525 500 450 450 ......_...... . _._.._-...... ......._.._------.........-_.....-_...._.............._._............-----............._..............-- +........._....... ... 6 580 565 565 500 485 485 LTP5 0 (12)0. _...........H...... .........:.._-............ ___4.._9..-0 .--4_9.._0 _.4.._7.._0._... 420 4205451/ .. ............_.....__.... —._.... 1.. .._......._........_........_._._._......._... . .-. _..._..........._..... 1. Allowable loads are for one angle.When angles are installed on each side of the joist,the minimum joist thickness is 30. 2. Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not reinforced sufficiently.In this case,mechanical reinforcement should be considered. 3. LTP4 can be installed over 318"wood structural panel sheathing with 0.131"x 1 1/2"nails and ach€eve 0.72 of the listed load. or over 1/2"sheathing and achieve 0.64 of the listed load.0.131"x 2 1/2"nails will achieve 100%load. 4. LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF)framing anchor requirements when installed over raised wood floor framing per Figure R602.10.6.4. 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 in load. 6. Connectors are required on both sides to achieve F2 loads In both directions. 7. Fasteners: Nall dimensions in the table are diameter by length.SD screws are Simpson Strong-Tie°Strong-Drivee screws. PH612€is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie.For additional information,see Fas...tener Types.-and Sizes.Sveclfied for Simpson,Stronu-Tie Connectors. i1�111 c� �,�•t!.kJ �� c,.J�li.f•�fR� A1zl,z•1: 1�1•) j P1-6U 144-plf(E) y - 56011 -- 44'o_c 540# _ 44"oc P1.6 240. !f E 560# 27"oc 5409 27"oc P1-4 �350 If E 560# 18"oc 540# 18"oc E - n i.1 _- P1-3 450-plf ll. 560# -__ 14"oc 540# _14"oc 111-2 820Ll f(w) 560# 7'4"oc 1 540# 7'/z"oc-_ :-- - -P2-4 700 p1f(E) 560# 9"oc 540# LTP5 18"oc+A35 18"oc �..�._ LTP5 14"ac+ P2-3 900 pSf(E) 560# 7"oc 540# A35 14"oc P2-2 1640-pif(W) 560# 2 rows 8"oc 540# LTP5 8' oc+ A35 B"oc L3,3