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NAIL SHEATHING TO LADDER <br />EDGE PER SCHEDULE <br />2X4 CONT LADDER EDCf <br />2X4 LADDER AT 16'O/C <br />W/(2)16d NAILS 8" O/C TO <br />TOP CHORD OF TRUSS <br />(2) 2X4 No.2 SYP DIAL <br />BRACE W/ (3) 12d Q EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'4' TO 30"0" (1) "X' BRACE <br />2x SUB -BAND <br />30'-1" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />(1)"X"BRACE 0CENTER <br />STIFFBACK AT ALL <br />(2)'X- BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10' HIGH <br />FROM CENTER TO END. <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <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 0 24" OK, <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 />A <br />W/ HIP RETURN <br />VTCR SPACING (1) AT EA, <br />AND 6'-0" 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 />PRE-ENG'D WOOD <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <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/7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6'MIN. <br />EMBED. AT 32" OC MAX <br />SECURE GABLE T02x8 P.T. <br />PLATE W/ 12d's 6'0C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/(2)10Bsa EACH <br />TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAR: 407-774.4076 <br />www.ebdesigngroup.00m <br />AA #: 0003325 <br />0.1 <br />W <br />BU13DIV. & LAT <br />ABBOTT PARK. <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PROJECT* <br />04181.04C-10141 <br />ucaszc <br />4EBB <br />"1828—CALI" <br />GARAGE ate/ING: <br />LEFT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 02 08/22 <br />scAI,.E: 1/4"=1'-0" <br />s1iEET <br />S3.1B <br />BU13DIV. & LAT <br />ABBOTT PARK. <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PROJECT* <br />04181.04C-10141 <br />ucaszc <br />4EBB <br />"1828—CALI" <br />GARAGE ate/ING: <br />LEFT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 02 08/22 <br />scAI,.E: 1/4"=1'-0" <br />s1iEET <br />S3.1B <br />