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VTT SPACING (1) AT EACH END <br />1�I <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTT <br />AND 6'-O" 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 />,1 <br />��1941 <br />30'-1" TO 60'-0 (3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />0) "X" BRACE 0 CENTER <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 />c <br />(AS PER TRUSS ENG) <br />I <br />\ <br />IoI Oi <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE T'YP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2,2x WOODFASCIA <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 />AND APPROVAL SECURED W/ (2)12d's <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 />SCALE: N.T.S. <br />W/ HIP RETURN SCALE:3/4"=T-9' <br />1441 N. RONALD REAGAN Sk <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />I� FAX: 407-774-4078 <br />wwwAbdeslgngroup.mm <br />AA M: 0003325 <br />R <br />g <br />tQi <br />Y <br />0 <br />Q <br />sysa:v ae LOT: <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PltOJECT* <br />04128.002-07071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GA %AGE s7RN0: <br />RIGHT <br />PAGE: <br />DETAILS <br />