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VTCR SPACING (1) AT EACH END <br />a <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-U" O.C. MAX. <br />(2) 2X4 N0.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d 0 EA <br />4'-U' O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 39-9- (1) "X" BRACE <br />30'-V TO 67-0 (3) "X" BRACE <br />-W <br />pRE�NG GABLE TRUSS <br />`6 <br />i <br />L <br />(1) BRACE 0? CENTER <br />h <br />(2)'W' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />e <br />(AS PER TRUSS ENG) <br />I I i <br />\` <br />c <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1,Q 2xWOODFASCIAfZE.GINEERED <br />ONNECTION PER <br />SEE ARCHRECTURALRUSS <br />MFG. <br />2x SECURED W/ (3)160 <br />WOOD <br />GALV. COMMON NAILS.. <br />24" O/C, <br />t)2 SECURED W/ 1Dd <br />P DRAWINGS <br />GALV. COMMON NAILS <br />CANT. zx4 RAr RUNPRE-ENGINEERED <br />12' O/C <br />VAL SECURED W/ (2) 12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />^ <br />G <br />W1 HIP RETURN SCALE:3/4"=1'D' <br />1441 N. RONALD REAGAN BLVM <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www,abdesWAgrouµcom <br />L AA is 0003325 <br />Y <br />ho <br />Q <br />�•j <br />�+ <br />� <br />1•j <br />Zy�y <br />9 <br />dij$j. <br />8LMD:V. at LOT: <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />PROJWT# <br />04128.002 07191 <br />MODEr, <br />4EBB <br />"1828—CALI" <br />GARAGE 811DgG: <br />LEFT <br />PAGE: <br />DE PAILS <br />%150 MPH EXP. B <br />