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2018 IBCIN®S 2015 - Shear Wall Framing Clips <br />I Model Type of <br />Illo. Connection <br />® A34 I <br />I <br />0 <br />33 <br />iffim <br />UP5 <br />IE <br />Fasteners 's Direction <br />(in.) <br />i of Load <br />.... ..... .... ............ <br />1 <br />l F1 <br />(8)0.131x1ih <br />F2e <br />(8) #9 x 11A SD <br />F2 <br />uplift <br />Ai <br />(0) 0.131 x 1'12 <br />_.�_..1 <br />A2 <br />— - <br />(12) 0.131 x 1'/2 <br />G2 <br />-�- <br />1j <br />(12)0.131x1V2 <br />o <br />.............................. <br />... .. <br />PH6121................. <br />_............. <br />fib.. <br />............. �._....._ <br />..........(12) <br />(12) 0,131 x i Ya <br />G <br />_......._........ <br />H <br />(12) 0.131 x 1,h <br />......................_ <br />G <br />_......._...... ... <br />._......... <br />. —.._. <br />..... <br />DF/SP <br />-..... <br />Allowable Loads <br />i <br />SPF/HF <br />Allowable Loads <br />Floor <br />i. <br />Roo} <br />(125) <br />(160) <br />Floor <br />(100) <br />_. <br />Roof <br />(125) <br />(160) <br />_ ....... <br />_(100) <br />305 <br />465 1 <br />4G5 <br />340 <br />400 <br />400 <br />395 I <br />430 1........__434_....... <br />340 <br />270 <br />640 <br />640 ? <br />640 <br />55D i <br />...........370...... <br />660 <br />550 _ <br />495 <br />495 I <br />495 , <br />425 <br />425 <br />425 <br />240 <br />240 <br />240 <br />170 <br />170 <br />170 <br />295 <br />350 <br />350 <br />255 <br />300 <br />300.........._ <br />295 <br />3130 <br />385 <br />255 <br />310 <br />- <br />330 <br />- ....... <br />— <br />185 :.. <br />185 <br />185 ... <br />160 <br />160 <br />160....._' <br />29"......_.1_._....._325.._........ <br />325 <br />255 <br />280 <br />........260 <br />295...: <br />330 <br />- <br />`330 <br />255 <br />265 <br />285 <br />225 <br />225 <br />225 <br />105 <br />195 <br />195 <br />590 <br />5f►.:.: <br />E50 <br />610 <br />"0 <br />590 <br />67D <br />670 <br />510 <br />575 <br />575 <br />420 <br />420 <br />360�.'0.._.._......_.._ <br />360 - - <br />_........ —... ..........._420..... <br />680 <br />625 <br />625 <br />.......... _._..... _ <br />.... _.... -...... _........ _.._........._...—_._._..... <br />680 <br />525 <br />. ..............-..._,.. <br />525 <br />---.._._.... <br />500 <br />.. ......._..— <br />450 <br />------- <br />_ 450 <br />_----........._...._...Y._........._ <br />580 <br />..............._..� <br />665 <br />-..._.i-----._......._.—.........._............._. <br />5laa <br />500 _... <br />485 <br />485 <br />�._....__._..... _............. <br />545 <br />490 <br />490 <br />._..v.._.._.... <br />j 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°/a load. <br />4. LTP4 setisties 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 F2loads in both directions. <br />7. Fasteners: Nail dimensions in the table are diameter by length. SD screws are Simpson Strong -Tie° Strong -Driver' screws. <br />PH6121 is a pan -head #6 x W' screw available from Simpson Strong -Tie. For addifianal information, see Fastener Types and <br />Sizes.jpecified for Simpson %ronq-Tie.Connectors. <br />L3.3 <br />