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(2) 2x6 I <br />WITH 112 <br />BOLTS <br />ROOF FASTENER LAYOUT <br />ELEVA TION V W/ PORCH <br />W/ OPTIONAL BAY @ MASTER <br />SCALE- HT.S. <br />J V M LUL 1 / <br />O (2) SIMPS❑N HETA20 <br />DIUU <br />-9 8 <br />v"� <br />,do T00 <br />_np N <br />W (� <br />u <br />C'3 <br />u <br />2 DOUBLE <br />O <br />SILL PLATE. SEE DETAIL THIS SHEET <br />eg <br />m <br />OSIMPS❑N <br />HETAL20 TYP CMU TO WOOD U,❑,N, <br />a <br />Ow <br />4 SIMPS❑N <br />HTS20 <br />z <br />O� <br />O SIMPS❑N <br />H10 TYP WOOD TO WOOD U,❑,N. <br />w <br />w <br />M6 SIMPS❑N <br />HTSM16 <br />r�w <br />NOTE: CONTRACTOR SHALL REFER TO THE <br />FINAL TRUSS ENGINEERING PACKAGE FOR <br />C❑NSTRUCTI❑N. <br />UPL IF VAL UES THA T MEE T OR EXCEED <br />1000# AND REACTIONS THAT MEET OR EXCEED <br />3000# ARE SHOWN AS NOTED, THE VALUES <br />ARE BASED ON THE ENGINEERED TRUSS <br />L A YOU AS PROVIDED BY THE <br />MANUFAC TUBER. <br />INC <br />203 <br />9298 <br />U <br />N <br />a <br />m <br />N <br />a <br />ao <br />❑ <br />0 <br />m <br />tY <br />Ix <br />Ix <br />� <br />Q <br />2 <br />�a <br />y <br />} <br />W <br />0 <br />° <br />3 <br />LL <br />z <br />R <br />_ <br />4Q <br />a <br />SHEET NO. <br />S5E <br />