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NAIL SHEATHING TO LADDER <br />VTCR SPACING (1) AT EACH END <br />I <br />EDGE PER SCHEDULE <br />2X4 CONT LADDER EDGE <br />VTCR <br />AND V-0" O.C. MAX. <br />I I <br />2X4 LADDER AT 19'O/C <br />W/(2)16d NAILS 8" O/C TO <br />TOP CHORD OF TRUSS <br />(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3)12d 0 EA. <br />TRUSS (DIAG. BRACE TO <br />II�I�IIII <br />COVER 5 TRUSSES) <br />SUB <br />0'-(Y' TO 30'-U' (1) "X" BRACE <br />-BAND <br />1111111�1 <br />I�1111 <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1)'X"BRACER CENTER <br />PRE-ENG GABLE TRUSS <br />STIFFBACK AT ALL <br />o <br />(2) "X" BRACE DIVIDED EQUALLY <br />UPRIGHTS OVER 4'-10" HIGH <br />1I.I <br />FROM CENTER TO END. <br />(AS PER TRUSS ENG) <br />I D <br />PLYWOOD SHEATHING, SEE <br />Y� <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />Li <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <br />lx2, 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 />lx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FORREVIEW2x4 <br />CONTSECURED <br />17' O/C <br />l(2)12AT <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 />PRE-ENG'D <br />n <br />L <br />1 <br />GABLE END TRUSS <br />SCALE: N.T.S. <br />W/ HIP RETURN <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />0 PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />e <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK., <br />W/ TRUSS PLAN <br />�`'' <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />? <br />WASHER SET IN HIGH��j. <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d% 8" O.C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED Wl (2) 10d's 0 EACH <br />TRUSS TO BE fNSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0" <br />F <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />FM: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />w <br />�i <br />Y <br />a <br />k� <br />le <br />__9 <br />aysaly aI.or: <br />ABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE #4C <br />PROJECT <br />04181.041-17121 <br />MODZ%4 <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING — <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />I� <br />L AR NO 93723 A <br />DACE: 02/07/22 <br />SCALE: 1/4"=1'-0" <br />m*KZ T <br />S3.1B <br />