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NAIL SHEATHING TO LADDER <br />EDGE PER SCHEDULE <br />2X4 CONT LADDER EDGE <br />2X4 LADDER AT 16"O/C <br />W/(2) 15d NAILS 8" O/C TO <br />TOP CHORD OF TRUSS <br />(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3) 12d @ EA. <br />TRUSS(OIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0' (1) "X" BRACE <br />2x SUB -BAND <br />30'-l" TO 60'.0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />(1) "X" BRACE 0� CENTER <br />STIFFBACK AT ALL <br />(2) "X" BRACE DIVIDED EQUALLY <br />UPRIGHTS OVER 4'-10" HIGH <br />FROM CENTER TO END. <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALLrFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <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 ® 24" O/C, <br />tx2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 214 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED Wl (2) l2d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN <br />VTCR SPACING (1) AT EA( <br />AND 8'-0" O. <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />G SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO SAYS 4-W O.C. (AT PRE-ENG'D WOOD 0 <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <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 />W/ 1/2" DIA. ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH\+i, <br />STRENGTH EPDXY 6" MIN, <br />EMBED. AT 37OC 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 C EACH <br />TRUSS TO BE INSTALLED 0 10'4- O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />O SCALE: 3!4"=1'-0" <br />FE <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA il: 0003325 <br />ddd <br />1y <br />��55 <br />ABBOTT PARK <br />LOT #18 BLK. #12 <br />PHASE: 4C <br />PROJECTµ <br />04181.04C-18121 <br />MODELt <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />82 <br />DAME 2/04/22 <br />SCALE: 1/4"=1'-0" <br />MIMMET <br />S3.1B <br />