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I,I,yI <br />VTT SPACING (1) AT EACH END <br />�1yji <br />2x4 BLOCKING BETWEEN TRUSSES <br />V TL <br />AND 6'-0" O.C. MAX <br />(2) 2X4 No.2 SYP DNG. <br />WHERE X-BRACING IS PRESENTAT <br />BRACE W/ (3) 12d 0 EA <br />4'-0" O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0.4' TO 30'-0" (1) "X" BRACE <br />30'-7" TO 60'-0 (3) "X' BRACE <br />"X" BRACE <br />PRE-ENG GABLE TRUSS <br />1111111j1 <br />11111111 <br />(1) @ CENTER <br />"X" <br />1111ti <br />(2) BRACE DIVIDED EQUALLY <br />SP KATALL 2x SUB -BAND <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />IIa <br />\ <br />O <br />I <br />PLYWOOD SHEATHING SEE <br />II W <br />"ROOF/WALUFLOOR <br />\ <br />4 <br />SHEATHING <br />FASTENER SCHEDULE' <br />O <br />SEE TYP, TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />SIDE VIEW <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 @ 24" O/C, <br />ix2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />V. NAILS <br />FORREVIEWAT RUN <br />CONT. 2x4SECURED <br />121 O/C <br />1T O/C <br />AND APPROVAL SECURED W/ (2) 12d's @ <br />1(2)12 <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 />SCALE N.T S. <br />1 <br />W/ HIP RETURN SCALEgo <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w Abdim4ngroup.mm <br />AA #: 0003325 <br />ft <br />2 <br />O <br />a <br />g <br />O <br />F <br />3 <br />JXYMIV ac LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #11 <br />PROJECTo <br />04128.002-14 11 <br />MODEL <br />4EBB <br />"1828—CALL" <br />GARAGE ST►nrG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />NO <br />Dww 10/23/18 <br />SCALE: 1/4"=1'-0" <br />8]fEET <br />S3.1C <br />