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(2) 2X4 N0.2 SYP DIAG. <br />2x6 OUTLOOKER Q 24' O.C. <br />5 <br />BRACE W/ (3)12d 0 EA <br />SECURED W/ SIMPSON H10A <br />VTCR SPACING (1) AT EACH END <br />M <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />VTCR <br />AND &-(r O.C. MAX. <br />4 <br />2x SUB -BAND <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1•• TO 60•-0 (3)'X•' BRACE <br />(1)'W' BRACE 0 CENTER <br />PRE-ENG GABLE TRUSS <br />(2)"X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />�1 <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4"01' HIGH <br />oil <br />(AS PER TRUSS ENG) <br />\ <br />PLYWOOD SHEATHING, SEE <br />° <br />"ROOFIWALLIFLOOR°I <br />SHEATHING <br />FASTENER SCHEDULE" <br />�- <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />c <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECUREDW/(3)16d <br />ENGINEERED WOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES 0 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)12de <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />1 <br />SCALE: 3�4 =TdP <br />W/ HIP RETURN <br />VALLEY TRUSS CONNECTION <br />2 <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdeslgrooup.com <br />L AA k: 000332b <br />H <br />Z <br />O <br />1Q1� <br />II <br />till <br />