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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 30'4" (1) "X' BRACE <br />30'-V TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />21, SUB -BAND <br />PRE-ENG GABLE TRUSS — <br />STIFFBACKATALL — <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />2x6 OUTLOOKER Q 24" O.C. <br />SECURED W/ USP RT16A <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR <br />\ <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />Li <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2. SECURED W/(3) 16d <br />ENGINEEREDWOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES c@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) 12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />"-''� <br />W/ HIP RETURN 60ALE:� <br />VALLEY TRUSS CONNECTION <br />(�� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774d078 <br />w abdesigngroup.com <br />AA #: 0003325 <br />�J <br />o� <br />V <br />F <br />W <br />• <br />W0 <br />0 <br />O <br />V <br />li <br />IL <br />Y. <br />LL <br />SUHDIV. a. IAT: <br />SILVERDADO <br />LOT #65 <br />BLK #6 <br />PROJECTfp <br />04128.002-65061 <br />MODEL <br />4EAB <br />1672- ARIA" <br />GARAGE 9WWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DATE 06/04/19 <br />SCALE: 1/4"=V-0" <br />8MEET <br />s3.1C <br />