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VTCR SPACING (1) AT EACH END <br />h <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND V-0" O.C. MAX. <br />(2) 2X4 N0.2 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 />0.4' TO 30'-0" (1) "X" BRACE <br />I(111,10 <br />j <br />30'-l" TO 60'-0 (3)'X' BRACE <br />"X" BRACE CENTER <br />PRE-ENG GABLE TRUSS <br />LI:%I <br />(1) 0 <br />"X" <br />lti54 <br />(2) BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAN <br />FROM CENTER TO END, <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />(AS PER TRUSS ENG) <br />Ile I I <br />\\ <br />OI <br />PLYWOOD SHEATHING, SEE <br />�\ <br />J wI l <br />"ROOF/WALL/FLOOR <br />\\ <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" - <br />SEE TYP.TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO, <br />SIDE VIEW <br />1x2,21 WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED Wl (3) 16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS, <br />TRUSSES 0 24" O/C, <br />bQ SECURED WI i0d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12"0/C <br />AND APPROVAL SECURED W/(2)12d'sQMASONRY <br />PRE-ENGINEERED <br />EAM <br />EACH TRUSS <br />�,�� <br />VALLEY TRUSS CONNECTION <br />VALLEY <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />L <br />SCALE:N,T.S. <br />W/ HIP RETURN SCALE: 3/4 V-lr <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA M: 0003326 <br />Pi <br />LL <br />Ro <br />C <br />aysa:v ek rrOT: <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />PROJECT# <br />04128.002 0 1 1 <br />acoas� <br />4EBB <br />"1828-CALI" <br />OARAGE a`111111MO: <br />RIGHT <br />PACE: <br />DETAILS <br />%150 MPH EXP. B <br />Plum <br />03/04/20 <br />CA=: 1/4"=1'—O" <br />ET <br />13.1c <br />