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(2) 2X4 No.2 SYP DIAG. <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS(DIAG, BRACE TO <br />COVER 5 TRUSSES) <br />2x4 BLOCKING BETWEEN TRUSSES <br />WHERE X-BRACING IS PRESENT AT <br />V-0- TO 30'-0' (1) W BRACE <br />30'-1' TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS <br />(1) `X' BRACE 0 CENTER <br />(2)'X' BRACE DIVIDED EQUALLY STIFFBACKATALL — <br />FROM CENTER TO END. UPRIGHTS OVER 4'-10` <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />'ROOFANALL/FLOOR <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 W/ 1ad <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 />1 <br />W/ HIP RETURN <br />VTCR SPACING (1) AT EA <br />AND 6'-0" 0, <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />L 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) 0 24. O.C. <br />NOT SHOWN FOR CLARITY) 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/ 2' <br />WASHER SET IN HIGH <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.POURED <br />LINTEL COURSE <br />CONT. 20 SECURED W/ (2) 10d's 0 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 SCALE: 3/4'=V-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />-� <br />rr <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT* <br />04181.000-18151 <br />MODELA <br />4EBB <br />"1828-CALL° <br />GARAGE OWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />