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VTCR SPACING (1) AT EACH END <br />Ill <br />1 <br />1 <br />2x4 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 5TRUSSES) <br />0'-0' TO 30'-0' 1)'X' BRACE <br />\ <br />111111111 <br />31Y I -TO 60'-0((3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />111i41,II,I, <br />(1)'X' BRACE 0 CENTER <br />S4 <br />(2)'X' BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />\ <br />(AS PER TRUSS ENO) <br />I <br />\\ <br />I e I O <br />PLYWOOD SHEATHING, SEE <br />\ <br />J <br />'ROOF/WALUFLOOR <br />\ <br />�L- <br />SHEATHING <br />FASTENER SCHEDULE' <br />SEE TVP. TRUSS CONNECTOR <br />c <br />DETAIL FOR STRAPPING INFO. <br />�+ <br />SIDE VIEW <br />tx2, 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 />ix2 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)12d0 <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 />� <br />60ALE:N.T.B. <br />� <br />Wl H I P R ETU RN SCALE: 314'=1'-0' <br />L44i N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA N: 0003326 <br />f <br />>r <br />a <br />C <br />r <br />yy <br />i <br />atrHaiv as LOT. <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PROJE * <br />04181.000-07111 <br />MODELe <br />4EWB <br />" 1499-FREEPORr' <br />GARAGE OWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />