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11,jy <br />VTCR SPACING (1) AT EACH END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VECR <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 C 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)'R" BRACE <br />M111j11 <br />14111 <br />30'-1-TO (3) "E BRACE <br />PRE-ENG GABLE TRUSS <br />i 11ti j <br />ACE <br />(1 )'7C' BRACE (� CENTER <br />(2)'7(" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />\ <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />\ <br />I011 I Oi <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />ix2,2x WOODFASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED WI (3)16d <br />ENGINEERED WOOD <br />GAW. COMMON NAILS. <br />TRUSSES 0 24" O/C. <br />lx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />NAILS <br />FOR REVIEW 2x4 RATRUN <br />I Z'O/CCOMMON <br />17' O/C <br />SCONTECURED <br />AND APPROVAL SECURED WI (2)12d'e @ <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 />G <br />SCALE: N.T.S. <br />W/ HIP RETURN scALE:3a"=1'-a' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />I. <br />a <br />4 <br />�4ft <br />a <br />mommo <br />aUNDIV. ag LOT: <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />Pno"=T <br />04128,00 20181 <br />MODE .: <br />4EBB <br />"1828—CALL" <br />GArtA0Z BWMG., <br />LEFT <br />PAGZ; <br />DETAILS <br />150 MPH EXP. B <br />RDCT <br />E <br />/20'-0"C <br />