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(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'-0" TO W-0" (1) W BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />0)"X"BRACE @ CENTER <br />(2) "X- BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x SUB -BAND <br />PRE-ENG GABLE TRUSS = <br />STIFFBACK AT ALL - <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />- 2.6 OUTLOOKER c@ 24" O.C. <br />SECURED W/ SIMPSON H1 GA <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />ix2, 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 @ 24" O/C, <br />1x2 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 />MASONRY BOND BEAM <br />EACHTRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE: 3/4"=V-0" <br />I* <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />}a <br />Q <br />Z <br />4n <br />ul <br />O <br />SUDDIV. & LoT <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />"o""' <br />04128.001-48181 <br />moDEL• <br />4EAB <br />"1672-ARIA" <br />GAP-AGffi 91fING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 07/27/ 00 <br />SCALE: 1/4"=1'-0" <br />8*M= <br />s3.1c <br />