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(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.0 <br />BRACE WI (3) 12d 0 EA. SECURED Wf SIMPSON H10A <br />TRUSS (DIAG. BRACE TO <br />COVER 6 TRUSSES) <br />2x SUB-BANO <br />'-0" 70 30'-0" (1) "X" BRACE <br />0'-1" TO 60'-0 (3) "X" BRACE <br />1) "X"BRACE ®CENTER PRE-ENG GABLE TRUSS <br />2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />0 <br />3 <br />F <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />tx2, 2x WOOD FASCIA <br />CONNECTION PER <br />ZENGINEEREDWOOD <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C, <br />W SECURED Wf 1Dd <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x'1 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />1 <br />W/ HIP RETURN SCALE: 314"=1'-0" <br />w <br />VTCR SPACING (1) AT EA <br />AND 8'-W O <br />PRE-ENGINEERED <br />�� VALLEY TRUSS CONNECTION <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA •: 0003325 <br />till <br />i.... <br />L <br />3 <br />aVBDIV. Ae LOT <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />PROJECT# <br />04128.002-12191 <br />MODEIs <br />4EAB <br />"1672-ARIA" <br />GARAGE ISIMMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />,1 <br />2 <br />aCALE: 1/4-=1'-0- <br />aFIEET <br />s3.1c <br />