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(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.C. <br />BRACE W/ (3)12d @EA. SECURED W/ USP RT16A <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />2x SUB -BAND <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30--1" TO 601-0 (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 />"ROOF/WALUFLOOR <br />"— <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />�. <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED WI (3)16d <br />ENGINEERED WOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C, <br />ix2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2X4 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED W/ (2)12d's @ <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />%4 <br />CABLE END PRE TRUSS <br />PRE-ENGINEERED <br />W/ HIP RETURN sDALe34"=,'-0" <br />%,� <br />VALLEY TRUSS CONNECTION <br />( G <br />Qf 9-.TC <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 0003325 J <br />Q <br />r <br />�O <br />yRal4 <br />y <br />a <br />111111 <br />1 till <br />�a <br />StMIDIV. as LO . <br />ABBOTT PARK <br />LOT #4 <br />BLK #10 <br />1p]mojmcTJp <br />04181.000-04103 <br />MODEIA <br />3ELB <br />"1239-LAYTON" <br />GARAGE 8rIIA7G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />aA L,- 11/25/19 <br />8CALE: 1/4"= V-0" <br />aHZET <br />s3.1B <br />