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2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'4" TO 301-0" (1) "X" BRACE <br />30'-f TO 60'-0 (3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />(1)" C BRACE C CENTER <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />2x SUB-8 <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFAVALLIFLOOR <br />SHEATHING <br />LiA <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />IN <br />I <br />lx2, 2x WOOD FASCIAfENGtNEERED <br />NNECTION PER <br />SEE ARCHITECTURALSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />4" O/C, <br />1x2 SECURED W/ IOd <br />DRAWINGS <br />GALV. COMMON NAILS <br />CONT..4 RAT RUN12"O/C <br />AL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE:34"=1'-0" <br />VTCR SPACING (1) AT EA <br />AND 6'-0" O <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />G <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 _ J <br />95 <br />[lit <br />- <br />m <br />q <br />1 <br />SLJ>sDIV ae -ommT <br />SILVERADO <br />LOT #34 <br />BLK #18 <br />Pnon=Tp <br />04128.002-34181 <br />MODEL; <br />4EBB <br />"1828—CA11" <br />GARAGE SWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 PH EXP. B <br />Z <br />A <br />NO 23 <br />rw� 6/09/20CALE: 1/4"=1'-0" <br />SHL'ET <br />s3.1c <br />