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VTCR SPACING (1) AT EACH END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-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 />0'-0" TO 30'-0" (1) "X" BRACE <br />1 <br />30'-1" TO 60'-0 (3) "X" BRACE <br />"X" <br />PRE-ENG GABLE TRUSS <br />h 11 <br />(1) BRACE 0 CENTER <br />"X" <br />\ <br />.1 <br />(2) BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2z SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />e <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />U I <br />"ROOFIWALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1X2, 2K WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2z SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />UQ SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 24 RAT RUN <br />12' O/C <br />AND APPROVAL SECURED W/ (2)12d's <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 />L <br />SCALE: N.T.S. <br />1 <br />W/ HIP RETURN SOPS ''0 <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />L AA lk 0003325 <br />;at <br />h <br />t <br />u <br />• <br />O <br />5 <br />-1 <br />8UDDIV. Ae IAT: <br />SILVERADO <br />LOT 25 <br />BLK 18 <br />PROJECT* <br />04128.002 25181 <br />UODEL- <br />4EBB <br />"1828-CALI" <br />GARwGE 81rMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />