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(2) 2X4 No.2 SYP DIAL. <br />2x6 OUTLOOKER 0 24" O.C. <br />BRACE W/ (3)12d i@ EA. <br />SECURED W/ SIMPSON H10A <br />VTCR SPACING (1) AT EACH END <br />4yi <br />TRUSS(DIAG. BRACE TO <br />VTCR <br />AND 6'-O" O.C. MAX. <br />COVER 6 TRUSSES) <br />zx SUB-D <br />BAN <br />0'-0" TO 30'-0" (1) '-A' BRACE <br />30--1" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />PRE-ENG GABLE TRUSS <br />111111 <br />(2)'X' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALLUPRIGHTS <br />\11111 <br />FROM CENTER TO END. <br />OVER 4'-10" HIGH <br />titi111 <br />(AS PER TRUSS ENG) <br />\ <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALLIFLOORSHEATHING <br />a <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1X2, 2x WOOD FASCIA <br />CONNECTION PER <br />Lio <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/(3)16d <br />ENGINEERED WOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />lx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2X4 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED W/(2)12d'e Q <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />W/ HIP RETURN SCALE:34"=1'-0" <br />' <br />VALLEY TRUSS CONNECTION <br />G <br />SCALE: N,T.S. <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwAbdosigngroup.com <br />AA M: 0003325 <br />U <br />8 <br />• <br />$ <br />IJ <br />6 <br />d <br />g� <br />4 <br />i <br />4 <br />SILVERADO <br />LOT 17 <br />BLK 18 <br />1pRoJ1ccT# <br />04128.002 17181 <br />MODZU <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />I <br />A 03/05/20CALE: 1/4"=1'-0"Ii==T <br />s3.1C <br />