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(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3)12d ® EP <br />TRUSS (DIAG. BRACE <br />COVER 5 TRUSSES) <br />0'4" TO 30'-0" (1) "X" BR <br />30'-1" TO 60'-0 (3) "X" BF <br />(1) "X" BRACE 0 CENTE <br />(2)'X BRACE DIVIDED <br />FROM CENTER TO END <br />2x4 BLOCKING BETWEEN TRUSSES <br />WHERE X-BRACING IS PRESENT AT <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYR TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />IN <br />lx2, 2x WOOD FASCIA <br />NNECTION PER <br />VENGINEEREDWOOD <br />SEE ARCHITECTURAL <br />SS MFG, <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />4" O/C, <br />1x2 SECURED W/ 10d <br />DRAWINGS <br />GALV. COMMON NAILS <br />CONT. 2x4 RAT RUN <br />12" O/C <br />AL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN 6GALE:34"-''0" <br />VTCR SPACING (1) AT EA <br />AND 6'-0" 0. <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />2 SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />wwwAbdosigngroup.com <br />AA N: 0003326 _ J <br />1 <br />b <br />b <br />A <br />a <br />r <br />aysDiv. ae LOT: <br />SILVERADO <br />LOT #42 <br />BLK #18 <br />PROJE <br />04128.0CT0I-42181 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE OWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAB 07/27/20 <br />aCALE: 1/4"=1'-0" <br />aHEET <br />s3.1c <br />