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(2) 2X4 No.2 SYP DIAG. —� <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 3a-(r (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1)1C BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />PLYWOOD SHEATHING, SEE — <br />"ROOFMALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 BLOCKING BETWEEN TRUSSES <br />WHERE X-BRACING IS PRESENT AT <br />4'4" O.C. (AT SHEATHING SEAMS) <br />PRE-ENG GABLE TRUSS <br />STIFFBACK AT ALL — <br />UPRIGHTS OVER 4'-10" <br />(AS PER TRUSS ENG) <br />1x2, 2x WOOD FASCIA <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 />lx2 SECURED WI10d <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 />EACH TRUSS <br />SEE SCHEDULE ("_� <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE: 314"=1'-0" <br />G__)P <br />VALLEY TRUSS CONNECTION <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-774 4078 <br />www.abdoeigngmup.com <br />AA 0: 0003325 <br />^ <br />W. <br />�a <br />$ <br />t: <br />oil <br />6 <br />4 <br />li <br />III <br />BUBDIV S. LOT <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />[pnoincTip <br />04128.002-07181 <br />MODELc <br />4EBB <br />"1828—CALI" <br />GARAGE 91rMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DRDFT <br />A 12/03/10 <br />OCALE: 1/4"=1'-0" <br />SHEET <br />s3.1c <br />