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!Z <br />LD <br />C'7 <br />C'7 <br />co <br />N <br />0 <br />N <br />N <br />N <br />LO <br />9 <br />kI <br />SLID BLOCMLM+ G BETWEEN <br />RAFTERS ATTACHED TO TOP <br />PLATES WITH Oda b' 0 C. ALONG <br />LENGTH OF BRACED WALL PANEL <br />For 61: 1 inch = 25.4 mm. <br />F1GURE R602.10.8.2(1)BRACED MALL PANEL CONNECTION TO RERPEMICULAR RAFTERS <br />EMflF GRACED i4OU-IL�LME <br />,[;C?hF M10L�i'' 5? IEATMEQ a <br />BRACED WALL UNE <br />4V LON"M BRAOED WA L PMM <br />AT 1"D GE MIWM:D WALL L,lW_ <br />END COM IOM 3 <br />RETUgN <br />PAWL <br />i !" <br />EN D C DNOCrION 2 <br />!LNEATHED <br />aRAf-'ED WDLL LFE <br />10' MAX I L- r OW BRACED <br />7 L FAJ'm L. <br />2!wt- lUOUSLY I <br />,r <br />_ <br />BRACED VdALL 1ANE <br />W P <br />RE CHAR E k1ENT S <br />IleRuinn <br />6" edges 12w t-eld <br />pwml- <br />24- for bracod ,gal Iwha5 s-adhid wih <br />�-y <br />Table R602.3(3) <br />structurallei <br />Pa <br />+ � <br />Interior sheathing per <br />(See Section 8604) <br />37 fvr bnK d mW brmn NmmlMrd wikh <br />Table F _0 ) or 8602_ ) <br />Vafi&s by fastener <br />s=ural d <br />Msume 0_ <br />24' fDr bnKma wat'ar & shmtNW wdh <br />woad mal par4k <br />3, ' kvr Ge=ffid wadWme g►mMh#d wiCh <br />suralIWWb i+d <br />ft C%w* _ <br />MOL&DD <br />DEVXZ Fins r IBRACED <br />¢*tiri <br />CraC*d wN 011lrrld ID @* Cidfw AM <br />YxAL L FWhI rL <br />917 ft fiXX4ti§N Ofi ftW d kOV <br />ENID C rtXW d <br />Fw SI: 1 inch = 25.4 mm, I foot = 304.8 MMr I pound = 4.45N. <br />FIGURE R602.10.7END CONDITIONS FOR BRACED WALL LINES MTH CONTINUOUS SHEATHING <br />- 2'-6" MIN_ <br />• <br />. �Fl�eid rrb� <br />d conwrKA 12' ojr, <br />I X70 lb (i stwyj y <br />Ib ) <br />Mira. 81" wood sl ructu ral pawl <br />sI Moura (si rMgb sided lar i S1OC� <br />on bm sidn Jo r 2 st ) <br />UP U111 8d *x <br />4-ot. (2 sV*s) <br />DATE: 2023-01-27 <br />REVISIONS: <br />ISSUED 2023-03-09 <br />REVISED 2023-05-22 <br />ENE <br />S <br />I <br />G <br />TODD KNUTSON DESIGN <br />5757 WENTWORTH AV SO <br />MINNEAPOLIS, MN. 55419 <br />P: 612-251-1041 <br />WWW.TODDKN LITSON DESIGN <br />.COM <br />TERMS: <br />CONTRACTOR TO VERIFY <br />ALL DIMENSIONS, AS BUILT <br />CONDITIONS (IF APPLY) AND <br />SITE CONDITIONS, BEFORE <br />ORDERING MATERIAL OR <br />DEMOLISHING EXISTING <br />STRUCTURES. CONTRACTOR <br />AND ALL SUBS MUST REPORT <br />ANY DISCREPANCIES TO <br />DESIGNER IMMEDIATLY. AS <br />BUILT AND SITE CONDITIONS <br />OFTEN HAVE UNIQUE CON- <br />DITIONS THAT CANNOT BE <br />PREDICTED OR FORSEEN AT <br />DESIGN COMPLETION. <br />CONTRACTOR, SUBS AND <br />DESIGNER WILL WORK <br />TOGETHER TO REACH A <br />SOLUTION IF ANY SITUATION <br />MAY ARISE. <br />Q <br />A-0 <br />U <br />O <br />L0 <br />m <br />JOB NO: 350 <br />SHEET NO: <br />A 9 <br />BRACED DETAILS <br />,r <br />W P <br />Exterior sheath Mg per <br />6" edges 12w t-eld <br />ood <br />Wood <br />y, R <br />�-y <br />Table R602.3(3) <br />structurallei <br />Pa <br />+ � <br />Interior sheathing per <br />(See Section 8604) <br />Table F _0 ) or 8602_ ) <br />Vafi&s by fastener <br />- 2'-6" MIN_ <br />• <br />. �Fl�eid rrb� <br />d conwrKA 12' ojr, <br />I X70 lb (i stwyj y <br />Ib ) <br />Mira. 81" wood sl ructu ral pawl <br />sI Moura (si rMgb sided lar i S1OC� <br />on bm sidn Jo r 2 st ) <br />UP U111 8d *x <br />4-ot. (2 sV*s) <br />DATE: 2023-01-27 <br />REVISIONS: <br />ISSUED 2023-03-09 <br />REVISED 2023-05-22 <br />ENE <br />S <br />I <br />G <br />TODD KNUTSON DESIGN <br />5757 WENTWORTH AV SO <br />MINNEAPOLIS, MN. 55419 <br />P: 612-251-1041 <br />WWW.TODDKN LITSON DESIGN <br />.COM <br />TERMS: <br />CONTRACTOR TO VERIFY <br />ALL DIMENSIONS, AS BUILT <br />CONDITIONS (IF APPLY) AND <br />SITE CONDITIONS, BEFORE <br />ORDERING MATERIAL OR <br />DEMOLISHING EXISTING <br />STRUCTURES. CONTRACTOR <br />AND ALL SUBS MUST REPORT <br />ANY DISCREPANCIES TO <br />DESIGNER IMMEDIATLY. AS <br />BUILT AND SITE CONDITIONS <br />OFTEN HAVE UNIQUE CON- <br />DITIONS THAT CANNOT BE <br />PREDICTED OR FORSEEN AT <br />DESIGN COMPLETION. <br />CONTRACTOR, SUBS AND <br />DESIGNER WILL WORK <br />TOGETHER TO REACH A <br />SOLUTION IF ANY SITUATION <br />MAY ARISE. <br />Q <br />A-0 <br />U <br />O <br />L0 <br />m <br />JOB NO: 350 <br />SHEET NO: <br />A 9 <br />BRACED DETAILS <br />