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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 5 TRUSSES) <br />'-0" TO 30'-0" (1) "X" BRACE <br />0'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS <br />1) "X" BRACE � CENTER <br />2)'OC' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E <br />CENTER TO END. UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />0 <br />�3 <br />F <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1x2, 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" O/C, <br />1x2 SECURED WI 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)12ds @ <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE: 3/4"=V-0" <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />� SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD <br />O <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR FOR STRAPPING <br />LOCATION VERIFY <br />SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR SOLT W/2" <br />WASHER SET IN HIGHfj. <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.POUREO <br />LINTEL COURSE <br />CONT. 20 SECURED W/ (2)10ds @ EACH <br />TRUSS TO BE INSTALLED 010'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />G <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=l'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA •: 0003325 A <br />W <br />� <br />Qa <br />y1 <br />Ro <br />musDiv. ae LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PROJECT# <br />04181.000-33091 <br />MODE19 <br />4EBB <br />"1828-CAU" <br />GA %AGZ 8WINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />