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VTCR SPACING (1) AT EACH END <br />WL11''j�9 <br />20 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 @ EA. <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />01-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />41I1 <br />(1)'%" BRACE @ CENTER <br />PRE-ENG GABLE TRUSS <br />titl <br />"X" <br />\ <br />(2) BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />\ <br />° <br />(AS PER TRUSS ENG) <br />11 <br />\ <br />d <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALUFLOOR <br />IL <br />SHEATHING <br />FASTENER SCHEDULE" <br />Li <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />ix2, 2z 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 @ 24" O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 20 RAT <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 />� <br />W/ HIP RETURN SCALE: 3/4"=1'•0" <br />PRE-ENG GABLE TRUSS <br />-- <br />2x4 BLOCKING BETWEEN TRUSSES <br />—� <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2z6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED, AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's @ EACH <br />TRUSS TO BE INSTALLED @ IV-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />OGABLE TRUSS @ CMU WALL <br />8 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.00m <br />AA k: 0003325 <br />b <br />In <br />Le <br />avaarv. aLAT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />PROJECT# <br />04181.000-17081 <br />MoDEIr <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH E C <br />