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(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER ® 24" O.C. <br />BRACE W/ (3)12d a EA SECURED W/ SIMPSON H10A <br />TRUSS(OIAG. BRACE TO <br />COVER 5 TRUSSES) <br />2z SUB -BAND <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30--1" TO 60'-0 (3) 7' BRACE <br />(1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS <br />(2) X: BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />VTCR SPACING (1) AT EA <br />AND V-0" 0. <br />PLYWOOD SHEATHING, SEE _====m_ \ <br />"ROOFIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" \ <br />SEE TYP. TRUSS CONNECTOR \ <br />DETAIL FOR STRAPPING INFO. <br />lx2, 2x WOOD FASCIA CONNECTION PER <br />SEE ARCHITECTURAL TRUSS MFG. <br />2x SECURED WI (3)16d ENGINEERED WOOD SIDE VIEW <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />12" O/C AND APPROVAL SECURED W/ (2) 12d's <br />MASONRY BOND BEAM EACH TRUSS <br />SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED <br />W/HIP RETURN SOALE 34"-'''0"VALLEY TRUSS CONNETRUSS CONNE <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.dom <br />AA M: 0003325 A <br />Qp <br />ga <br />t <br />sv13Div & LOT: <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />PROJECT* <br />04128.002-05192 <br />MODZU <br />4EAB <br />"1672-ARIA" <br />OwRwOR 8111uQ0: <br />RIGHT <br />PAGIC: <br />DETAILS <br />150 MPH EXP. B <br />