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2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d 0 EA <br />*-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 6 TRUSSES) <br />0'-0" TO 30'-0" (1) "X' BRACE <br />30'-1"TO 60'-0(3)"X"BRACE <br />PRE-ENG GABLE TRUSS <br />(1) W' BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACKATALL <br />2x SUB - <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10' HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />tx2, 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 WN 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />17or- <br />AND APPROVAL SECURED W/ (2)12d's Q <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN scALE:ya"=r-o' <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />L SCAIE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774.4018 <br />www.abdosWigroup.com <br />AA 0: 0003328 <br />124 <br />yy3�1 <br />IL <br />t <br />C <br />. tit <br />. <br />. <br />sys0:v. as LOP <br />SILVERADO <br />LOT #1 <br />BLK #17 <br />PROJwT <br />04128.002-01171 <br />MODEMA <br />4EBB <br />"1828—CALI" <br />OARAda awnros <br />LEFT <br />PAOI <br />DETAILS <br />150 MPH EXP. B <br />AROHnijar. <br />OCT 919 <br />A. cm <br />M NO <br />ripyaNT Dw10/09/19 <br />OCAL>Q 1/4"=1'-0" <br />82ve eT <br />S3.1C <br />