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SS <br />0 <br />2018 IBC/N®S 2015 - Shur Wall Framing Clips <br />Model <br />No. <br />Type of <br />Connection <br />Fasteners <br />(in.) <br />_. <br />Direction <br />of Load <br />OF/SPAllowable Loads, ' `: <br />SPF/HF Allowable Loads <br />FIooE::: <br />(100): <br />Roof.:;,. <br />(125) . <br />::.: <br />(160) <br />Floor <br />(100) <br />Roof <br />(125) <br />(160) <br />0 <br />(8) 0.131 x 11/! <br />_Ft <br />395 _ <br />465 <br />465 <br />340 — <br />-- 400 <br />400 <br />F26 <br />395 <br />430 <br />430 <br />340 <br />370 <br />370 <br />A34 <br />1❑ <br />(8) #9 x 11/2 SD <br />F1 <br />640 <br />640 <br />fi40 T <br />550 <br />550 <br />550 <br />F2 <br />495 <br />495 <br />495 <br />425 <br />425 <br />425 <br />Uplift <br />240 <br />240 <br />240 <br />170 <br />170 <br />170 <br />0 <br />(9) 0.131 x 1'/z <br />Al <br />255 <br />300 <br />300 <br />E <br />295:,:::::.::._.360.:::':`. <br />':::.'.. 3t35.':. <br />255 <br />310 <br />330 <br />Cl <br />`°'>;1`�:':: <br />`.:. #8;':'..:: <br />:;::°;..1ii :.'.:: <br />1610 <br />160 <br />160 <br />0 <br />(12) 0.131 x 1 <br />A2 <br />':.'.295:....i: <br />;':..;32a:.:'. <br />;;;:. #25;1:.:. <br />255 <br />280 <br />280 <br />C2 <br />: 295..:. ; <br />.33(1... <br />3 i0 <br />255 <br />285 <br />285 <br />0 <br />226°;: <br />::::.: 225;.; <br />195 <br />195 <br />195 <br />12 0. <br />Ft <br />59Q <br />650. <br />650 ::: <br />510 <br />5fi11 <br />FO <br />.590::'`:' <br />670.:::: ;... <br />510 <br />575 <br />575 <br />[]5 <br />(12) Pf16121 <br />Ft <br />420 <br />420 <br />420 <br />360 <br />360 <br />360 <br />(12) 0,131 x 11/z <br />G <br />580 <br />625 <br />625 <br />500 <br />540 <br />H <br />580 <br />625 <br />526 <br />500 <br />450 <br />460 <br />LTP5 <br />[7 <br />(12) 0.131 x f'/z <br />G <br />. <br />500 <br />485 <br />485 <br />H <br />.49t�;::, <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 1 112" 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 />P 1-6U <br />... <br />144-pif (E) <br />... <br />560# <br />.. <br />44" oc <br />... <br />540# <br />44" oc <br />PI-6 <br />240 If E <br />560# <br />27" oc <br />540# <br />27" oc <br />PI-4 <br />350- If JEJ <br />560# <br />18" oc <br />540# <br />18" oc <br />P 1-3 <br />450 if E <br />560# <br />14" oc <br />540# <br />14" oC <br />1-2 <br />820- If W <br />560# <br />7'/s" oc <br />540# <br />7'/2" oc <br />rPP 2-4 <br />__ <br />700-pIf (E) <br />560# <br />9" oc <br />540# <br />LTP5 18" oc+ <br />A35 18" oc <br />P2-3 <br />900-pIf (E) <br />560# <br />7" oc <br />540# <br />LTP5 14" oc + <br />A35 14" oc <br />P2-2 <br />1640-pIf (WI <br />ad�.t <br />560# <br />2 rows 8" oc <br />�... �. .. <br />540# <br />��..,.. M <br />LTP5 8" oc + <br />A35 8" oc <br />L3.3 <br />