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<br /> <br />/ <br />ICiij <br />( .. <br />;/' ... II III ~ . <br />I '. <br />/ <br /> <br />I <br />7 <br /> <br /><? <br /> <br />o <br /> <br />H1 Installalion <br /> <br /> <br />o H4 . <br />Installalion~ '., <br />(H2.5 simil r) <br />(see tootnote . page 142) <br /> <br />~ <br /> <br /> <br />.. <br /> <br />G H6 Stud .0 Band <br />Joist Inst~lIation <br /> <br />c,; <br />;;; <br />o <br />u <br />w <br />;:: <br />dt <br />z <br />o <br />a: <br />f- <br />OJ <br /> <br /> <br />G <br /> <br />z <br />o <br />OJ <br />a.. <br />;;; <br />OJ <br />... <br />C> <br />~ <br />'= <br />'" <br />~ <br />"'- <br />o <br />U <br />@ <br />"' <br />C> <br /><> <br />'" <br />u <br />go <br />~ <br />u <br /> <br /> <br />. <br /> <br />H4 Installation <br />(Naifs into upper top plate) <br /> <br />H5 Installation <br />(Nails into both hip,plates) <br />. "!"-:.r'J:",<": <br /> <br /> <br />o HB attaChing <br />. rafter to double <br />top plates <br /> <br />CD <br /> <br />HB attaching <br />stull to sill <br />(4-Bd into plate, <br />S-Bd into stud) <br /> <br />G H7Z Installation <br /> <br /> <br />H9, H10 and H10R optional <br />positive angle nailing <br />connects shear blocking to <br />rafter. Use Bd common nails. <br />Slot allows maximum field- <br />bending up to a pitch of 6/12, <br />use 75% of the table uplift <br />load; bend one time only, <br /> <br />Considt!rations fer Hurricane Tie Selection <br /> <br />1. What is t e uplift load? <br />2. What is t e parallel-to-plate load? <br />3. What is t e perpendicular-to-plate load? <br />4. What is t e species of wood used for the rafter and the top plates? <br />(Select th load table based dn the lowest performing species of wood,) <br />5. Will the h rricane tie be nailed into both top plates or the upper top plate only? <br />6. What load or loads willlhe hurricane tie be taking? <br /> <br />Allowable s muitaneous loads in more than one direction on a single <br />connector, .ust be evaluated as follows: <br />De-sigl1 U IifliAllowable Uplift + Design Lateral Parallel 10 Plate / Allowable <br />Lateral P rallel to Plate ..l.lni9!P La~ral Perpendicular to Plate I Allowable <br />lateral P rpendicularto f'ta,ft! < 'u. <br /> <br />7, Select hur icane lie base(! ':m~ltcrmance, application, installed tost anll <br />ease of installation. <br /> <br /> <br />" H8 attaching <br />I~joisl to double,. <br />top platesJ<",", <br /> <br /> <br />H3 Inslallation <br />(Nails into upper top ptate) <br /> <br />o <br /> <br />H9 attaching <br />truss to top <br />plales <br /> <br />-f&-; <br /> <br />~~; <br /> <br />G> H14' <br />Inslallation <br />to dO.yp Ie <br />2x,jCder <br /> <br />fJ <br /> <br />c" <br />;r <br />~ <br />11l <br />QD <br /> <br />H14 <br />Installation <br />to double <br />top plates <br /> <br />:::t <br />1:. <br /> <br />. . <br />. o. o. ad COMMONS TO <br />, _" PLATES. FILL ONE OF <br />f711 THREE HOLES TO H14 <br />L2.J BOTTOM FLANGE. <br /> <br />I <br /> <br />Hurricane Tie Installations to Achieve <br />Twice the Load (Top View) <br /> <br /> <br />Install dlagonalfy <br />a,ross lrom eat.1l other <br />lor minimum Zllruss. <br /> <br /> <br />r~ailing into both sides of <br />a sIngle ply 2x truss may <br />cause the wood 10 spliL <br /> <br />143 <br />