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2007 SUPPLEMENT TO THE IRC <br />DOUBLE TOP PLATE <br />SOP HEADER <br />Foir SI 1 <br />SUP <br />2x KONG STUD RECESSED <br />UNTO THE SIP CORE:MTH <br />EQUAL TO SOP CORE MOTH <br />2x TOP PLATE RECESSSED <br />ONTO LOWER SOP <br />2x JACK STUD RECESSED <br />UNTO THE SUP CORIEWUDTH <br />EQUAL TO SIP CORIE WODTH <br />Notes: <br />Top plates shall be continuous ov r heaier. <br />SIP facing surfaces shall be nailed to framing and cripples ,,idth 8d comm <br />on center, staggering Iternate nails 1/2 inch. <br />Galvanized nails shall be hot-dippe or tumbijeuL Framing shall be attache <br />unless othwik provide for in Sect i n R14. <br />n galvanized box n ils sp-ce inches <br />SIP <br />FIGURE R614.3.1 <br />ALL FRA NG CONFIGU <br />TIION <br />n accordance to Section R 2.3(1) <br />R614.5.2 lAottom ((sole) plate. Structurall insulated pareI as hall have full bearing on sole pllate having a wdth <br />e to the nominal width of the foam core. en structural insulated waU panels are supported directly on <br />continuous found tions, the ale yood sill plate shall be anchored to the foundation in accordance ith Section <br />P4031. <br />SIP <br />SUP WALL <br />2x SOLE PLATE MATCHUNG <br />Tf IIE SUP CORE TO-19CKNESS <br />8diNAOLS AT 6 ON <br />O.C. EACH SIDE <br />CONCRETE OR MASONRY <br />FOUNDATION WALL <br />OR suka <br />CAPILLARY BREAK UNDER <br />SOLE PLATE AND SIP FACUNG <br />Firio SIT. 1 mcni 2i 1 onm, 1 toot :GOT or mm <br />ANCHOR BOLT EMBEDDED IN <br />CONCRETE FT 0 C. MAX <br />FIGURE R614.5.2 <br />ALL TO CONCRETE 5 <br />OR FOUNDATION <br />ALL ATTACHI. ENT <br />IRC42 <br />it:approved ZTIOT °CC li(ALL. RIGHTS RESERVED) Tconsed to NOV Erickson possum -it to License Agrommord won GCC No further ropmducloons outhorued or distribution outnonzod. <br />ANY UNALITHROILZED REPRODUCTOON OR DISTRIBUTION ISA VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT AND SLYBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER <br />