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(2) 2X4 No.2 SYP DWG <br />2xe OUTLOOKER � 24" O.C. <br />yl <br />11 <br />BRACE Wl (3)12d C EA <br />SECURED W/ USP RT16A <br />VTT SPACING (1) AT EACH END <br />ICI <br />TRUSS BRACE TO <br />VTT <br />AND 6'-O" O.C. M AX. <br />11 <br />COVER 5 TRUSSES) <br />5 TRUSSES) <br />2x SUB -BAND <br />0'-0" 70 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) X' BRACE <br />(1) "X" BRACE @ CENTER <br />PRE-ENG GABLE TRUSS <br />(2) "X" BRACE DIVIDED EQUALLY <br />STIFFBACKA7ALL <br />Il�llllll <br />FROM CENTER TO END. <br />OVER 4'-10" HIGH <br />� <br />IIIINUPRIGHTS <br />111 <br />(AS PER TRUSS ENG) <br />Illl <br />I1111 <br />\ <br />PLYWOOD SHEATHING, SEE <br />\ <br />° <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />'I <br />`- <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />c <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />SIDE VIEW <br />GALV. COMMON( NAILS <br />TRUSSES @ 24W"�O/C, <br />7x2 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 Q <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />%� <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />i <br />SCALE: 3/4'"=t'-0" <br />W/HIP RETURN <br />2 <br />VALLEY TRUSS CONNECTION <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngloup.c <br />AA 5: 0003325 , <br />1 <br />9 <br />o <br />lggi <br />� <br />s <br />Q0- <br />n <br />O¢C <br />sulwiv. aLoT. <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />IPItOJICCT# <br />04128.002-10072 <br />MODEL: <br />4EAB <br />1672- ARIA" <br />GARAGE SWOM: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />ARCHnr:cT: <br />STATE OF FLORDA <br />lip <br />.1C <br />