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SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />T.O.P. <br />1'-0" <br />EXTERIOR <br />r1C0 PLASTER ON <br />FRAME <br />00 <br />A. - <br />2nd FIN. FLR _ _ _ — _ <br />T.O.M_—____— <br />HDR HGT._____. <br />1'-0" <br />N FLR <br />12 <br />5� <br />12 ' <br />5 ' <br />FLASHING — <br />i <br />i <br />- - - - - - - - - - - - - - - - - - <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON <br />DOOR <br />25 SH <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS ----�_ <br />8'-0" RIDGE VENT <br />12 <br />zz:::�15 <br />2 <br />5 <br />REAR ELEVATION - 131 <br />SCALE: 1 /4"=1'-0" <br />LEFT ELEVATION - 131 <br />„_1 r_ni, <br />—j --_— HDR HGT. <br />2nd FIN <br />FIN <br />REV. 09.24.21 <br />C•"9 <br />C`J <br />q <br />O-too, <br />oy <br />OG <br />0 �+` v � <br />J= <br />N � <br />r <br />4If �-.-� Cam► � <br />V <br />CO <br />cc W <br />A <br />cc <br />o. <br />ti�tliillly <br />e Q' SE <br />.•' <br />�J OV; <br />C) �o � <br />�?O <br />S S <br />IO` �, <br />FE <br />f111111 <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 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />9) <br />W <br />v E <br />0 <br />a cn co 8 <br />S <br />V w a4i � ro <br />Q :� ao N r <br />uy � <br />tl1 � <br />"0 � iy <br />V J <br />C u W <br />LL <br />LL D <br />I� J LL <br />V W <br />m S v o_ <br />0 <br />wz <br />7 N O O <br />W <br />* `r' Cl)Z <br />LL <br />3 N O U 0 <br />•sr <br />to <br />W 171 <br />M V <br />2 N O <br />O O <br />Z � N <br />Q <br />J _ <br />cNn <br />^In' Z -0 <br />a <br />W � o <br />u_ <br />0 w gj <br />�N � <br />w <br />m <br />c[ vtOi o <br />N OJ <br />O <br />w <br />co¢ <br />M <br />$o <br />z <br />14 <br />U_ <br />Q o <br />E <br />Z <br />o <br />�. <br />ry <br />aR <br />Z® <br />U <br />�0 <br />W, <br />00 <br />CL <br />O C <br />N � <br />p O <br />ao <br />O <br />Oz <br />dz <br />aw <br />LZ <br />n' <br />m0 <br />z <br />(n C <br />_ C <br />N <br />O <br />m <br />OLL <br />aw <br />aNi � <br />o �¢ <br />z z <br />g o <br />W <br />CL <br />ar <br />J <br />o <br />J= <br />¢� <br />T� <br />;o <br /><1' <br />zl¢ <br />'w <br />o � <br />0 <br />�C) <br />> Lo <br />J <br />m <br />r-. <br />Q <br />F— <br />N <br />CID <br />C) <br />C� <br />j LO <br />LO <br />J <br />T <br />,^ <br />uJ ^^{{ <br />N <br />M <br />m <br />r' n <br />' <br />T� <br />� '^ <br />-�LL N <br />C7 <br />0 <br />CN <br />N <br />LO <br />N <br />LC) <br />T <br />E <br />c M N <br />Z <br />z <br />E 0 ;, <br />c <br />o <br />a <br />E <br />U Q p <br />JOB <br />NO: 22-12367 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />