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IF <br />150,4y <br />mmm"111 <br />VTCR SPACING (1) AT EACH END <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 @ EA. <br />4'-W O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-U' (1)'W BRACE <br />�1�11111 <br />30--1- TO 60'-0 (3) "X- BRACE <br />"X' <br />PRE-ENG GABLE TRUSS <br />� <br />(1) BRACE @ CENTER <br />"X' <br />(2) 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 ENG) <br />\ <br />(I OI <br />PLYWOOD SHEATHING, SEE <br />�� <br />" ROOFIWALUFLOOR <br />\ <br />U— <br />SHEATHING <br />FASTENER SCHEDULE" <br />Lj <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2, 2x WOOD FASCIAfENGINEERED <br />ONNECTION PER <br />SEE ARCHITECTURALRUSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />24" OIC, <br />ix2 SECURED W/ 10d <br />P DRAWINGS <br />GALV. COMMON NAILS <br />CONT. 2x4 <br />12" O/C <br />VAL SECURED W/ (2)12d's @ <br />/(2)12 <br />PRE-ENGINEERED <br />MASONRY BONDBEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />2 <br />SCALE: N.T.S. <br />W/ HIP RETURN SCALE:34"=1'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesigngroup.com <br />AA M: 0003325 <br />a <br />LL <br />Q <br />aVSDIV. ae LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT* <br />04181.000-14151 <br />mODrq_ <br />1408" <br />"DAKOTA" <br />GARAGE SWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />L - -m NO 93M j <br />DATZ 08/31/20 <br />8CALE: 1/4-=1'-0- <br />8HEET <br />S3.1C <br />