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IF <br />VTCR SPACING (1) AT EACH END <br />MMM44 <br />24 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6-(r O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3)12d 0 EA <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-U' (1)'W BRACE <br />30-1"TO W-0 (3) X' BRACE <br />"X" BRACE CENTER <br />PRE-ENG GABLE TRUSS <br />�'I <br />(1) ® <br />441 <br />(2)-X" BRACE DIVIDED EQUALLY <br />STIFFSACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <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 />2x SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES ® 24" O/C, <br />1x2 SECURED W110d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12"0/C <br />ANDAPPROVAL SECURED W/(2)12d's0 <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />2 <br />BCALE: N.T.s. <br />1 <br />W/ HIP RETURN -IF 34"-I- <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www,abdesigngroup.com <br />AA 0003325 <br />m <br />e <br />!y <br />8 <br />J <br />O <br />QxS <br />O <br />R0zoi <br />SVI3DIR ae I.OT <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT# <br />04128.002 24181 <br />MODZU <br />4EBB <br />"1828-CALI" <br />GARAGE 811117NG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />DATE: 04/08/ 00 <br />8CAim 1/4"=1'-0" <br />w*fEET <br />S3.1C <br />