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1" x 9" SMOOTH <br />TEXTURED <br />FREEZE BAND <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS - <br />URER S <br />T.O.M. - <br />HDR HGT. <br />TEXTURED <br />CEMENTICIOUS <br />o FINISH ON C.M.U. <br />ap co (TYP.) <br />C <br />a <br />im <br />35 SH <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />(2) 35 SH <br />5068 SGD <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED PER <br />MANUFACTURERS SPECIFICATIONS <br />REAR ELEVATION - B1 <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=1'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />12 <br />T-0" RIDGE VENT- <br />_ <br />12 <br />5 <br />12 <br />- ---------------------------------------------------------------T-O-- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP. ) <br />F.FL.------------------K------------------------------------------------------- <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />RIGHT ELEVATION - B1 <br />rr=1 r—nrr <br />T-0" <br />REV. 09.24.21 <br />e•� <br />N <br />co <br />N c <br />W <br />.J a o <br />ft n <br />t/ <br />C^J <br />C is V N <br />i <br />C LL d <br />R O i <br />N -0 fV c <br />N O <br />d <br />6 CV 9C <br />3= <br />d 0- c <br />u <br />W Q <br />>✓ � c o <br />vi a a <br />c E <br />iv 0 <br />a � <br />0 <br />��ti <br />`\`\rrrrtttt4111lIIN//� <br />P" -e <br />61 <br />- kL . <br />E S S I O IA N\\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residermal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a <br />W <br />E <br />O r�i 8 <br />N 0 <br />O-,0 , N_ cto <br />M 0 # LL <br />LL'L <br />JLLLL Q. <br />Z — C1 d Y <br />2 0 <br />W r°n�pjO� m w <br />Z N MZ Q <br />IL J <br />= OU <br />W 13 El <br />J — <br />— N <br />Z W�W <br />V O <br />LL <br />N <br />W <br />Q a <br />U <br />0 W $ <br />N <br />'V'^) <br />W � <br />2 t <br />cL•i`i'+� <br />,G <br />_IV <br />_GO <br />Q 04 <br />O <br />J <br />a <br />w <br />Q0 <br />M <br />a3 <br />z <br />� <br />U- <br />zo <br />>p <br />Q <br />Q <br />w� <br />o0 <br />Do <br />tf° ra2000 <br />CL <br />g <br />F <br />O <br />z <br />@ <br />1- <br />�z <br />S <br />�z <br />r- <br />°.F <br />z <br />m J <br />° <br /><w <br />� z <br />8 <br />¢ <br />o <br />U <br />W <br />o ?� <br />m <br />¢ <br />LL ¢ <br />LL <br />w� <br />a 0 <br />a <br />a <br />ow <br />-k <br />yZ <br />� Y <br />¢ <br />_0 <br />O <br />IIIIIIIIII' <br />O <br />M <br />Oz <br />z ¢ <br />> S <br />a F <br />O <br />U <br />C <br />O <br />2 <br />(0 <br />' ^ <br />'^ <br />Y / <br />m <br />^ <br />Q <br />cm <br />� <br />� <br />O <br />O <br />T <br />Y <br />U) o <br />W <br />m <br />Y J <br />Q <br />� <br />O N <br />� <br />I <br />N <br />d' <br />CD n <br />Lo <br />di <br />r <br />< O r <br />r <br />ai <br />E <br />M <br />o <br />Z <br />z <br />E E m <br />N y <br />m <br />c <br />c <br />A <br />a <br />E a; <br />v <br />U � Q 0 <br />c <br />JOB <br />NO: 23-06145 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />