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Cr, <br />v <br />0 <br />0 <br />CV <br />LO <br />O <br />P <br />LO <br />I <br />tp <br />m'. <br />CN <br />r') <br />OI <br />v <br />in <br />N <br />O <br />of <br />0 <br />2 <br />i <br />v+ <br />o' <br />a <br />00 <br />N <br />O <br />a <br />E <br />E <br />v <br />c <br />iu <br />r7 <br />E2 <br />.0+ <br />U <br />2 <br />U <br />1 <br />U <br />.0 <br />0 <br />CZ <br />d <br />00 <br />2" <br />1" <br />2„ <br />*NOTE: <br />VARIES <br />1'-10" <br />12' <br />CAP <br />T <br />CAP <br />N <br />cv <br />FOAM TO BE USED <br />1" RADIUS <br />�''' <br />ONLY WHEN <br />REQUIRED BY <br />3 1/2" RADIUS 1/2" RADIUS <br />N <br />- <br />f� iM <br />eo <br />`� <br />COMMUNITY <br />SPECS. 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OPENING <br />a ' <br />4' WINDOW OPENING 4" 4" <br />k--� <br />NOTE: <br />INSTALL OVER STONE, TY P. <br />rip", <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />13 1' 63" 11i <br />a <br />11 <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />a a <br />2 <br />54" <br />1'-1' 54" <br />-8" <br />7" <br />iv <br />1 " <br />T <br />4" 3'-0" 4" <br />101, 1'-4" 101, <br />T <br />iv <br />0 <br />00 <br />�. <br />co <br />N <br />till <br />CD <br />i" <br />04 <br />i <br />iV <br />00 O It <br />M M T <br />2 <br />1" <br />CV <br />O <br />GENERAL NOTES: <br />All 1.5 LBS DENSITY STYROFOAM <br />rx "J• <br />• POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />i <br />r. <br />M <br />o <br />Z <br />U)E3 <br />- <br />� U <br />n <br />4--J <br />Q <br />T 0 <br />f- <br />uOIM N� <br />N Cl) <br />O C) <br />m <br />t� Ep <br />NMI,1�- <br />CDM MMM <br />N '06 th <br />U <br />obi <br />N <br />p —0, <br />t I`I I, II jl C) <br />9 <br />ME <br />� LL 00 <br />no <br />y� <br />ON <br />rn <br />0 <br />Ln 00-� <br />M Q 0 <br />A® <br />B D <br />N C H D C <br />'�v-Will <br />/r <br />N+ Nf0 � <br />�f <br />� <br />Z gCC, �Z � z <br />Li ro.� (Lj W <br />' <br />LU C .= u 10 a <br />-s <br />Z = o <br />V,�a <br />_ _ <br />cQoL <br />a <br />hy <br />Z Q -N Q A <br />L W 1 N¢ M r A <br />6 N <br />WWW.FDSENG.COM ❑ <br />00 <br />0 <br />CV <br />O <br />C14 <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennaLTamp.al.com <br />OZ <br />0 <br />i~ <br />zo <br />w ¢ 0 00 <br />VZ <br />Z u <br />J <br />WZ <br />y0g <br />Q <br />Q LU <br />0 liJ LLF N <br />Q� <br />2 O <br />O LU <br />/1 <br />zz0 <br />ry <br />O <br />z <br />a <br />fu <br />0 <br />> <br />O <br />z <br />�U1 <br />Ul <br />N <br />M <br />Cr <br />w <br />H <br />o00 <br />0 <br />J <br />F- <br />X <br />LLJ <br />w m d <br />uap'd <br />N <br />z<Za <br />Luca <br />aau� <br />Q <br />N <br />o id <br />z <br />Z <br />N <br />o O <br />8, '0 <br />W <br />L.ii <br />W <br />= Q z <br />J <br />T-I <br />LU <br />2:a <br />2:FLU <br />z <br />LU <br />LU <br />d- <br />ko <br />.�.�i!}.' <br />z <br />=Ln8 <br />a a <br />1 <br />0o <br />Z <br />g <br />_Uj <br />'ri vi <br />Z <br />,--I <br />a <br />cll <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION N0. 4ol <br />SHEET NO. <br />F1 <br />- <br />I � 'tl.11 I w.., r,. 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