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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 @ EA. 4'4" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />U-0" TO 30'4" (1)'X" BRACE " <br />30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS <br />(1) "X" BRACE @ CENTER <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2. <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />tx2, 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 />1x2 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 />GABLE END PRE-ENG'D TRUSS <br />� <br />W/ HIP RETURN SCALE:3/4"=1'-0" <br />VTCR SPACING (1) AT EA <br />AND 6'-G" O <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />2 SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO SAYS 4'dP O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 37' OC MAX. <br />SECURE GABLE TO 218 P.T. <br />PLATE W/ 12ds 8" O.C. MAX <br />TRUSS (TYP) @ 24" O.C. <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />$ GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0' <br />Il N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />O <br />�W <br /># <br />Q <br />a+s� <br />SVHDIV. & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT# <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0, <br />ID J. CANMOLL <br />AR NO 12079 <br />ATE: 7/1/21 <br />N C ALE: 1 /4"=1'— 0" <br />SHEET <br />s3.1B <br />