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VTCR SPACING (1) AT EACH END <br />4U,1y1�1 I <br />�1�1 <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND V-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d (oEA. <br />4'-0" O.C. (AT SHEATHING SE <br />E TO <br />TRUSS (DIAG. BRACE <br />COVER 5 TRUSSES) <br />0'-U' TO 30'-V (1) "X' BRACE <br />1 yj j <br />30'-1" TO 60'-0 (3) W BRACE <br />PRE-ENG GABLE TRUSS <br />4t�111j <br />(1)'X' BRACE 0 CENTER <br />(2) W BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />\ <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />�I(' <br />\ <br />PLYWOOD SHEATHING, SEE <br />'I <br />"ROOFMALL/FLOOR <br />\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />tx2,2x WOOD FASCIAr <br />NNECTION PER <br />SEE ARCHITECTURALUSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />24" O/C, <br />1x2 SECURED W/ 10d <br />P DRAWINGS <br />OMMON NAILS <br />CONTSECU 2x4ED RATRUNPRE-ENGINEERED <br />12" OIC <br />12" O/C <br />AL SECURED W/ (2) 12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />� <br />W/ HIPRETURN�SCALE:3/4=1'-0" <br />L"i N. RONALD REAGAN 81 <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA N: 0003325 <br />f <br />a <br />C <br />oa <br />= <br />5 <br />OUBDIV. Aa LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT* <br />04181.000-07071 <br />MODEIA <br />4EWB <br />"1499-FREEPOV' <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />L NO 93M <br />PIUNT <br />DATM 10/12c/20 <br />8CAIX: 1/4"=1'-0" <br />OIiEET <br />S3.1B <br />