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VTCR SPACING (1) AT EACH END <br />2X4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'4r O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d Q EA <br />V-T O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0' TO 30'4' (1) X' BRACE <br />IMI,� <br />30'-1" TO 60-0 (3)'X- BRACE <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE 0 CENTER <br />151 <br />(2)'X' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />\ <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />�\ <br />I l l <br />a I O <br />PLYWOOD SHEATHING, SEE <br />� <br />W <br />"ROOF/WALL/FLOOR <br />- <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1X2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2. SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />X2 1SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV1210t COMMON NAILS <br />FOR REVIEW CONT RAT RUN <br />12 O/C <br />AND APPROVAL SECURED W/ (2) 12tl's @ <br />SECURED <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />%1 <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE 3/4'=V-0' <br />i44i N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA 9: 0003325 <br />V <br />V <br />p <br />1y4y1 <br />G <br />9 <br />40 <br />0 <br />x <br />StmDly. ae r.OT: <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />PROJECCT# <br />04128.002 06191 <br />MODIM, <br />4EBB <br />"1828-CALI" <br />GARJ►GE ewnla: <br />RIGHT <br />PACs= <br />DETAILS <br />%150 MPH EXP. B <br />