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SPACING EACH <br />111 <br />1 <br />��yll1 <br />VTCR (7) AT END <br />2x4 BLOCKING BETWEEN TRUSSES <br />VTCR <br />AND 6'-0" O.C. MAX. <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENT AT <br />BRACE W/ (3) 12d Q EA. <br />4'-0' O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5TRUSSES) <br />0'.0" TO 30'-0' (1)'X' BRACE <br />Ilylllll <br />30'4' TO 60'-0 (3) "X" BRACE <br />"X" <br />PRE-ENG GABLE TRUSS <br />Illlall� <br />(1) BRACE CENTER <br />111111111 <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACK AT ALL 2x SUB -BAND <br />\� <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />IIoI <br />\ <br />I Ui <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />IL - <br />SHEATHING <br />FASTENER SCHEDULE" <br />Ll <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <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" O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GAW. COMMON NAILS <br />FORREVIEWCONTSECURED <br />12" O/C <br />ED2x4 /(2)12AT <br />AND APPROVAL SECURED W/ (2) 12d's � <br />PRE-ENGINEERED <br />MASONRY BOND BEAM <br />EACH TRUSS <br />VALLEY TRUSS CONNECTION <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />L <br />SCALE: N.T. S. <br />W/ HIP RETURN SCALE:34"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0' O.C. (AT <br />O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <br />2X4 DIAGONAL STM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2.6 PT. PLATE TO BLK <br />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 2(8 P.T. <br />PLATE W/ 12d's 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)10d's C EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />SCALE: 3/4"=T-0 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-774807E <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />L AA #: 0003325 <br />y <br />t <br />rr� <br />W <br />y <br />4 <br />� <br />a <br />sysDiv ag Lor <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECT <br />04181.041-04141 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAaE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />