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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'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS (DIAG. BRACE TO <br />COVER 6 TRUSSES) <br />0'-0' TO 30'-0" (1)'7(" 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 2x SUB-E <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />�fENGINEEREO <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />lx2, 2x WOOD FASCIANNECTION <br />PER <br />SEE ARCHITECTURALSS <br />MFG. <br />2x SECURED W/ (3)16d <br />WOOD <br />GALV. COMMON NAILS. <br />4" O/C, <br />1x2 SECUREDW/ 10d <br />DRAWINGS <br />GALV. COMMON NAILS <br />CONT. 2x4 RAT RUN <br />12" O/C <br />AL SECURED W/ (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE:314"=1'-0" <br />VTCR SPACING (1) AT EA <br />AND 6'-0" O <br />PRE-ENGINEERED <br />2 VALLEY TRUSS CONNECTION <br />SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS- <br />20 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL STM. CHORD <br />BRACING, SEE PLAN FOR <br />LOCATION <br />SECURE 2x6 PT. PLATE TO BILK <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 2x6 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />PRE-ENG'D WOOD <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)10d's @ EACH <br />TRUSS TO BE INSTALLED @ 10'4- O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdamigngroup.com <br />AA P. 0003325 <br />V <br />C <br />SL7HDIV. AC IAT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECT# <br />04181.000-37091 <br />mol)zu <br />4EBB <br />"1828-CALL" <br />GARAGE 81IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />12 <br />. 1 1 %1 m No am <br />DATA 06/10/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1B <br />