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UPLIFT TOE-NAIL DETAIL MIUSAC - 24 11/18/2004 PAGE 1 <br />MITek Industries, Inc. <br />NOTES:Western Division <br />1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER <br />AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. <br />2. THE END DISTANCE, EDGE DISTANCE, AND SPAC]NG OF NAiLS SHALL BE SUCH <br />AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. <br />3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES <br />OR TOP PLATE SPECIES FOR MEMBERS OF DIFFERENT SPECIES. <br />END VIEW <br />SIDE VIEW <br />TOP PLATE <br />OF WALL <br />i <br />i <br />80.00. <br />Ll INEAR SIDE ./-,+*- NEAR SIDE .\1 <br />11 - i <br />I --, <br />- VIEWS SHOWN ARE FOR <br />ILLUSTRATION PURPOSES ONLYFAR SIDE <br />TOE-NAIL WITHDRAWAL VALUES PER NDS 2001 (lb/noil) <br />DJAM.SYP DF 1·{F | SPF | SPF-S <br />.131 56.5 46.1 31.6 20.8 <br />60.3 47.5 32,6 307 <br />72.3 57.0 39.1 36.8 <br />.128 63.1 41.8 28.7 27.0 <br />.131 54.3 42.8 29.3 27 J <br />.14W3 61.4 48.3 .33.2 31.3 <br />45.9 36.2 24,8 23.4 <br />49.0 38.6 26.5 25.0 <br />.131 50.1 39.5 27.1 25.6 <br />148 56.6 44.6 30.6 28.9 <br />VALUES SHOWN ARE CAPACITY PER TOE-NAIL. <br />APPLICABLE DURATjON OF LOAD INCREASES MAY BE APPLIED. <br />20.3 <br />20.9 <br />25.1 <br />18.4 <br />18.8 <br />21.3 <br />1 5.9 <br />17.0 <br />17.4 <br />19.6 <br />E*PNPE.. gl(31 - 16d NAILS (.162' diam. x 3.51 WITH SPF SPECIES TOP PLATE <br />For Wind DOL of 1.333 (nails) X 36.8 (lb/nail) X 1.33 (DOL for wind) = 146.8!b Maxknurn Allowable Uplifl Reaction Due Tc Wind W < <br />For Wind DOL of 1.60:3 (nalls) X 36,8 (lb/nail) X 1.50 (DOL for wind) = 176.5}b Maxinturn Allowable Uplift Reaction Due Tc Wind <br />d. <br />C:046433 <br />EXP. 3-31-13 <br />If the uplift reaction specified on the Truss Design <br />Drawing Is more than 146.8 lbs {176.6 lbs) another <br />mechanical uplift connection must be used. <br />- USE (3) TOE-NAILS ON 2(4 BEARING WALL <br />... USE (4) TOE-NAILS ON 2)(6 BEARING WAI.L <br />AUG 1 0 2012 <br /> WARN]NG · Varlht deal.gn pararnar• und READ NOWES ON TRIS AND INCLUDED 0:Tec AP.Ty.RENCE PAGE Ma·7473 BRFORR 188. <br />Design vul.c .0, ube v:14 w.tr. Muek connecto,5. Ink detign h to:ec on}/ upor, pa-ornelen> Lho•,4. end b lul Ul, indvidcul buidin¥ Co,1990*,twi. <br />Appicab-di4 01 dettrt pc:umenle,; und propen ittopolution 01 eumponer.1 6 respomiUily o' buiding desig r.er - noi tr uss dos·ine'. 0,0cing shown <br />8 1, latoral suppo,1 01 indvkclual wet fnembe,5 only. Addilional lernpo,or, U·ucing le irlst,c 5:abmy duling conslruction is the respcnsibilly 01 Inc <br />efeclor. Addllord permaner,1 brodng of the Ovatal St,UCIUf@ i; Ihe respon:blity of the bullaing de,Igner. Fu: ,8,i.eful guk}or,ce (:9070:19 <br />iat,ication, quoily contfol storoge. deS,ely. efection end broc:Ino. consul ANSI/Im Guatiy Cltherlo. DSB·69 and SCSIH BUidinfl Compinent <br />Solely Inrotmciton avo:bble frorn Trus; Pbjee •15 lawle. 593 D'Cnof,io D ke. Modi,cn. Wl 517 19. <br />1 7777 Greenback Une -- *: <br />1 Sale 109 . <br />Oks Wel@hin, CA. Stal <br />i <br />MiTek® 1 <br />Mli <br />..