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20 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d O EA. <br />4'-0' O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />V-0- TO 30'-0' (1)'X' BRACE <br />30'-1- TO 60'-0 (3)'X' BRACE <br />PRE-ENG GABLE TRUSS <br />(1)'X' BRACE O CENTER <br />12)'W BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL <br />2x SUB B <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />'ROOFM/ALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3) 15d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES O 24' O/C, <br />Ix2 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 O <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />1 <br />W/ HIP RETURN SCALE:34'=1'-0' <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />2 SCALE: N.T.S. <br />iE <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH: 407-774$078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA N: 0003325 <br />A <br />i <br />to <br />4 <br />� <br />[pnoizcT# <br />VHDIV. As LOT <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />04128.002-37181 <br />MODEia <br />4EBB <br />"1828-CALL" <br />GARAGE B11ING: <br />RIGHT <br />PAGE: <br />DETAMS <br />%150 MPH EXP. B <br />L At NO W7xiNo 3 <br />D � 06/09/20 <br />BCALM: 1/4"=1'-0" <br />B*vr.w <br />S3.1C <br />