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VTT SPACING (1) AT EACH END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTT <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 @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 6 TRUSSES) <br />0'-0" TO 30'-(Y' (1)'W' BRACE <br />30'-1" TO 60'-0 (3)'X- BRACE <br />PE <br />R-ENG GABLE TRUSS <br />(1) "X" BRACE @ CENTER <br />�I <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 />\ <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUPLOOR <br />IL <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 0 24" O/C, <br />tx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12'O/C <br />ANDAPPROVAL SECURED W/(2)12d'sQ <br />PRE-ENGINEERED <br />MASONRY BOND BEAMA <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />END PRE-ENG'D TRUSS <br />G <br />SCALE: N.T.S. <br />1 <br />HIP REGABLE <br />W/TURN <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwzbdesigngroup.com <br />AA #: 0003325 <br />0. <br />y <br />�o <br />U <br />0 <br />V <br />y <br />C <br />F <br />R <br />MU13DIV. & LOT: <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />PROJECT# <br />04128.000-07111 <br />MODE1s <br />4EBB <br />"1828-CALI" <br />GARAGE 9WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />Rurr <br />DATE: 10/11, <br />SCALE: 1/4"=1'-0" <br />gBEET <br />S3.1C <br />