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VTCR SPACING (1) AT EACH END <br />41 <br />1 <br />2z4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6-0"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'-0' (1)'X' BRACE <br />•X' <br />�\ <br />111111111 <br />114, <br />30'-,' TO 60•-0 (3) BRACE <br />•X' <br />PRE-ENG GABLE TRUSS <br />j <br />(1) BRACE 0 CENTER <br />41 <br />(2)'X• BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2z SUB -BAND <br />\ <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' NIGH <br />(AS PER TRUSS ENO) <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />c <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO, <br />�+ <br />AIDE 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 0 24' O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12. 0/C <br />AND APPROVAL SECURED W/ 12) 12d's 0 <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />Y TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />om� <br />SCALE: N.T.S. <br />1 <br />W/ HIP RETURN <br />1 N. RONAL.D REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407.77"078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA B: 0003326 <br />C <br />6 <br />b <br />a <br />sUBDiV Se I.oT: <br />SILVERADO <br />LOT #3 <br />BLK #1 <br />PltOJECT#L <br />04128.002-03011 <br />MODEL- <br />4EBB <br />"1828—CALI" <br />GARAGE 9WING; <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />Dw12/Olr—IUNT7 <br />9CA X: 1/4"=1•-0" <br />opmET <br />S3.1C <br />