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2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d 0 EA. 4'1P O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0(-0" TO 30'-0" (1)'W' BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS <br />(1) "X" BRACE @ CENTER <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 />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />lx2, 2x WOOD FASCIA CONNECTION PER <br />SEE ARCHITECTURAL TRUSS MFG. <br />2x SECURED W/ (3) 16d ENGINEERED WOOD <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />GALV, COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN <br />12" O/C AND APPROVAL SECURED W/ (2)12d's <br />MASONRY BOND BEAM EACH TRUSS <br />SEE SCHEDULE /-'� GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE:34"=1'-0" <br />VTCR SPACING (1) AT EA <br />AND 5'-0" O. <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />L SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT SHEATHING SEAMS) (BLOCKING FIRST TWO BAYS 4'-0" O.C. (AT PRWOOD <br />O-C. <br />NOT SHOWN FOR CLARITY) TRUSS (TYP) E-ENG'D WOOD <br />MAX <br />2X4 DIAGONAL STM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE a(6 PT. PLATE TO BLK 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 Wl (2)10d's Q EACH <br />TRUSS TO BE INSTALLED 0 W-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />/i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />aUBDIV. ac L10T: <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT# <br />04181.000-24091 <br />MODEis <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />6` AR NO 937?3�AR NO 93723 ' <br />F-paurrDATE: 8/14/21 <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />S3.1B <br />