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VTCR SPACING (1) AT EACH END <br />11�1� <br />1 <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-0" O.C. MAX. <br />1 <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-V TO 30'-0" (1) "X" BRACE <br />Y14111, <br />30'-1" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE @ CENTER <br />1 11 <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />\ <br />FROM CENTER TO END, <br />UPRIGHTS OVER 4'-10" HIGH <br />n <br />(AS PER TRUSS ENG) <br />� <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />U- <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />1x2, 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 W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW C0NT. 2z4 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 />n <br />G <br />W/ HIP RETURN SCALE:3/4"=V-0" <br />1441 N. RONALD REAGAN BI <br />L0NGW000,FL32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA M: 0003325 <br />b <br />Y�s <br />pEp�� <br />C <br />3 <br />avaaiv ae LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECTO <br />04181.000-22081 <br />MODIP <br />1408" <br />"DAKOTA" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH ER. C <br />