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r <br />2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT <br />BRACE WI (3)12d @ EA. 4'-0" OC. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />04Y" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) X BRACE PRE-ENG GABLE TRUSS <br />(1) "X" BRACE LQ CENTER <br />(2) -X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL — <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10" <br />(AS PER TRUSS ENG) <br />2x <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />112, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED WI (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" OIC, <br />lx2 SECURED W110d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT, 20 RAT RUN <br />12" OIC <br />AND APPROVAL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACHTRUSS <br />SEE SCHEDULE <br />�--� <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE:X4"=1'-0" <br />VTCR SPACING (1)AT EA <br />AND V0 O <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-W78 <br />FAX: 407-774-0078 <br />www.abdeslgngroup.corn <br />AA #: 0003325 A <br />v <br />uy� <br />fl <br />0 <br />64 <br />s <br />4n <br />W <br />SVHDIV. & LOTil <br />SILVERADO <br />LOT #15 <br />BLK #19 <br />PROJECT* <br />04128.002-15191 <br />moDEL <br />4EBB <br />"1828-CALL" <br />GARAGE s1WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />