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ill l <br />(2) 2X4 No.2 SYP DIAG. <br />218 OUTLOOKER 0 24" O.C. <br />�1 <br />BRACE W/ (3)12d ® EA <br />SECURED W/ USP RT16A <br />VTT SPACING (1) AT EACH END <br />1 <br />TRUSS (DIAG. BRACE TO <br />VTT <br />AND S'-O" O.C. MAX <br />COVER 5 TRUSSES) <br />2x SUB -BAND <br />0'-0" 70 30'-0" (1) "X" BRACE <br />30'-1" TO 80'-0 (3) "X" BRACE <br />(1) "X" BRACE ® CENTER <br />PRE-ENG GABLE TRUSS <br />11 I <br />(2)"X" BRACE DIVIDED EQUALLY <br />STIFFBACKATALL <br />\ <br />h'ti <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-1P HIGH <br />111 <br />1111 III <br />(AS PER TRUSS <br />\ <br />PLYWOOD SHEATHING, SEE <br />° <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />�I°� 0I <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />L- <br />DETAIL FOR STRAPPING INFO <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />Lic <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/(3) 18d <br />ENGINEERED WOOD <br />SIDE VIEW <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. 2.4 RAT RUN <br />17 O/C <br />AND APPROVAL SECURED W/ (2)12d's C <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />1 <br />W/ HIP RETURN B�ALE:�""-"°' <br />VALLEY TRUSS CONNECTION <br />2 <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdeslgng:oup.eom <br />L AA M: 0003325 <br />q <br />U <br />Z <br />O <br />gsos�� <br />gumly ae wln <br />SILVERADO <br />LOT #59 <br />BLK #06 <br />PROJwTp <br />04 02-590 1 <br />ImDE U <br />4EAB <br />"1672—ARIA" <br />GARAGE OWDM: <br />RIGHT <br />PAGZ: <br />DETAILS <br />50 MPH EXP. <br />