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II <br />VTT SPACING END <br />EACHMAX. <br />II <br />115� <br />2x4 BLOCKING BETWEEN TRUSSES <br />V7T <br />AND,B'-0' O CAT <br />(2) 2X4 No.2 SYP DIAL <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d 0 EA <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'4' TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) X' BRACE <br />PRE-ENG GABLE TRUSS <br />11111111 <br />0 "X" BRACE 0 CENTER <br />\ <br />11111 1 <br />(2)'A" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />o <br />(AS PER TRUSS ENO) <br />I <br />\ <br />O <br />PLYWOOD SHEATHING, SEE <br />��- <br />"ROOFNVALL/FLOOR <br />\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE P. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <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 />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT, 2x4 RAT RUN <br />1Y' O/C <br />AND APPROVAL SECURED W/ (2)12d's <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />2 <br />I <br />W/ HIP RETURN <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.com <br />AA M: 0003325 <br />h <br />Pi <br />b <br />y. <br />O <br />V <br />O <br />F�. <br />d <br />a <br />lu <br />f <br />C <br />x <br />SuilDiv. ea Lr07 <br />SILVERADO <br />LOT #13 <br />BLK #12 <br />PROJECT# <br />04128.002-131 1 <br />MODZIA <br />4EBB <br />"1828-CALI" <br />GARAGE 9xn4G: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />r ARCH-Cri <br />DATA: 11/15/18 <br />8CALM: 1/4"=1'-0" <br />SHEET <br />S3.1C <br />