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0 <br />Ea <br />2018 IBC/NDS 2015 - Shear Wall Framing Clips <br />Model <br />Type of <br />Fasteners <br />Direction <br />DFISP Allowable Loads <br />SPF/HF Allowable Loads <br />No. <br />Connection <br />(in.) <br />of Load <br />Floor <br />Roof <br />(160) <br />Floor <br />Roof <br />(160) <br />(100) <br />(i25) <br />(100) <br />(125) <br />0 <br />{8}0.131x1z/z <br />F1 <br />395 <br />465 <br />465 <br />340 <br />400 <br />400 <br />Fes <br />395 <br />430 <br />430 <br />340 <br />370 <br />370 <br />A34 i <br />F1 <br />540 <br />640 <br />640 <br />550 <br />550 <br />550 <br />i[] <br />(8) #9 x 11/i SID <br />F2 <br />495 <br />495 <br />405 <br />425 <br />425 <br />425 <br />Uplift <br />240 <br />240 <br />240 <br />170 <br />170 <br />170 <br />Al <br />295 <br />350 <br />350 <br />255 <br />300 <br />300 . <br />0 <br />(9) 0.131 x.1'/2 <br />E <br />295 <br />360 <br />385 <br />255 <br />310 <br />330 <br />Ct <br />185 <br />185 <br />185 <br />160 <br />160 <br />160 <br />A2 <br />295 <br />325 <br />325 <br />255 <br />280 <br />280' <br />}° <br />30 <br />N) 0.131 x 11/z <br />C2 <br />295 <br />330 <br />330 <br />255 <br />285 <br />285 <br />D <br />225` <br />225 <br />225 <br />195 <br />195 <br />195 <br />(12) 0.131 x 1'/z <br />F1 <br />590 <br />650 <br />650 <br />510 <br />560 <br />fivab <br />F26 <br />590 <br />670 <br />670 <br />510 <br />575 <br />575 <br />05 <br />(12) PH6124 <br />F1 <br />420 <br />420 <br />420 <br />360 <br />360 <br />360 <br />G <br />580 <br />625 <br />625 <br />500 <br />540 <br />am <br />H <br />580 <br />525 <br />525 <br />500 <br />450 <br />450 <br />LTPS <br />r]7 <br />(12) 0.131 x 1'/z <br />G <br />580 <br />565 <br />565 <br />500 - <br />485 <br />485 <br />H <br />545 <br />490 <br />490 <br />470 <br />420 <br />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 -Tie® Strong -Drive® screws. <br />PH6121 is a pan -head #6 x 1/2" screw available from Simpson Strong -Tie. For additional information: see Fastener Types and <br />Sizes Specified for Simpson Strong -Tie Connectors. <br />L3.3 <br />