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60 <br />is <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />4 <br />80 <br />T.O.M. . . . . . . . . . Ej <br />TEXTURED 1'-0" <br />CEMENTITIOUS <br />T.O.M. <br />HGT. <br />' OFFRIDGE VENT <br />12 <br />5L,,-' <br />12 <br />­-�5 <br />-= <br />L _= SHINGLE OR TILE ROOF PER <br />-_= --,- ;- r---• -- T--T-- �- �-- .�T COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />�- �- - _�� __-�.�-- SPECIFICATIONS <br />6.0. <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR t` <br />35 SH <br />F.FL. . . . . . . . . . . ] <br />18' RIDGE VENT <br />-------------------- ----------- <br />5068 SGD <br />REAR ELEVATION — B1 <br />SCALE: 1/4 -, o <br />4' RIDGE VENT <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />1'-0" <br />FIN. ON C.M.U. <br />(TYP) �� TEXTURED <br />CEMENTITIOUS <br />2" x 4" SMOOTH (TYP) ON C.M.U. <br />TEXTURED <br />SILL / BAND <br />F.FL.------------- --- ----- ------------------------------------------------------------------------------------------------------ <br />RIGHT ELEVATION - 131 <br />:1:1/4_ <br />REV. <br />N <br />O <br />N <br />� <br />CV <br />c <br />I— <br />a <br />i w <br />O <br />F <br />67 Ca. <br />C rC C2 N <br />"� CS an X <br />r C LA - <br />Ca O <br />y p CV L <br />y a7 O t0 <br />4 r N x <br />Cr }. fJ <br />cN <br />C G <br />C <br />co 0 <br />� J <br />D <br />' <br />NN <br />Q` • c E •••••.cat <br />QR O F E S 51 <br />'111111l1I IIIN`ON <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specificatlons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />t» <br />11- W <br />o A <br />$ <br />o <br />N <br />CM <br />•" 15 <br />Q <br />r <br />N N C y i LL <br />C LL LL SSZ LL W <br />fJ0 <br />Z <br />W a <br />rn a S2 <br />Q <br />ILW°'°'m <br />Mzd <br />N <br />Z <br />O U 9 <br />W <br />o0 <br />z <br />J <br />(1 <br />N <br />z <br />LL <br />ll <br />J <br />(v <br />cn <br />w � <br />Ow <br />' <br />U �3 <br />• <br />o <br />zz <br />M <br />o <br />E <br />0 <br />0° <br />�� <br />ao <br />Co. <br />ca ro <br />� <br />�° <br />zo <br />E <br />N <br />_Z <br />z <br />C <br />o <br />H <br />gLL <br />Fes- w <br />z <br />z <br />� <br />o <br />z <br />W <br />3� <br />o <br />tt3 <br />0 <br />c0 <br />Lo <br />LO <br />LID <br />L <br />CN <br />O <br />Y <br />W <br />'- <br />. • . <br />m <br />LO <br />¢I <br />O <br />CN <br />N <br />C::) <br />LO <br />N <br />U') <br />LO <br />T <br />E <br />ZCV <br />6 <br />z <br />E r <br />N <br />v <br />a <br />U -j <br />Q p <br />JOB <br />NO : <br />22-08311 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />