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(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER @ 24" O.C. <br />BRACE WI (3)12d @ EA. SECURED W/ SIMPSON H10A <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />2x SUB -BAND <br />0'-0" TO 30'-0" (1)1C BRACE <br />30'-l" TO 60'-0 (3) X' BRACE <br />(1) w. BRACE @ CENTER PRE-ENG GABLE TRUSS <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />lx2, 2x WOOD FASCIAfZ.11GINEERED <br />NECTION PER <br />SEE ARCHITECTURALSS <br />MFG. <br />2x SECURED WI(3) 16d <br />OOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />4" O/C, <br />1x2 SECUREDW/ 10d <br />DRAWINGS <br />GALV. COMMON NAILS <br />CONT..1 RAT RUN12" <br />O/C <br />L SECURED W/ (2) 12d's @ <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />1 <br />W/ HIP RETURN B°ALE:y°"-''-0' <br />�„� <br />VALLEY TRUSS CONNECTION <br />1 L <br />cr.Alc•NTA <br />r <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA 8: 0003325 A <br />O <br />� <br />g <br />BtMDIV. ae LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK. #10 <br />PROJECT* <br />04181.000-13101 <br />MODEZA <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE 19IMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />