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IF <br />VTT SPACING (1) AT EACH END <br />11411 <br />1 <br />2x4 BLOCKING BETWEEN TRUSSES <br />V7T <br />AND 8'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <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 S TRUSSES) <br />dllj4l <br />0'-0" TO 30'-0" (1) X' BRACE <br />30'-V TO 60'-0 (3) "X" BRACE <br />"X" BRACE CENTER <br />PRE-ENG GABLE TRUSS <br />111111 <br />51�111 <br />(1) 0 <br />"X" <br />(2) BRACE DIVIDED EQUALLY <br />STIFFBACKATALL 2x SUB41AND <br />\ <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />a <br />(AS PER TRUSS ENG) <br />I <br />\ <br />I 0I <br />PLYWOOD SHEATHING, SEE <br />I.I <br />'ROOF/WALLIFLOOR <br />\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE' <br />Li <br />0 <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2, 2x WOOD FASCIA <br />CONNECTIONPER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED VJ/ (3)18d <br />ENGINEERED Vo00D <br />GALV. COMMON NAILS <br />TRUSSES 0 24" O/C, <br />ix2 SECURED W110d <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's0 <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 />SCALE: N.T.S. - <br />W/ HIP RETURN SCALE:3/4"=V-T <br />,1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX:407.774.4078 <br />www.abdosigngroup.com <br />AA A: 0003325 <br />�IIIIII, <br />sviaiv. at LOT: <br />SILVERADO <br />LOT #9 <br />BLK. #11 <br />[pnoincTip <br />04128.002-09111 <br />WOMIZZ : <br />4EBB <br />"1828-CALL" <br />GARAGE OWDIM: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA 10/23/18 <br />scALE: 1/4"=i'-0" <br />SHEET <br />s3.1c <br />