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SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS —� <br />4' <br />16'-7" <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />25 SH <br />- - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />5068 SGD <br />4' RIDGE VENT <br />12 <br />5L,,--' <br />T.O.M. <br />HDR H <br />35 SH <br />----------------------------------- F.FL. <br />REAR ELEVATION — B1 <br />SCALE: 1 /4"=V-0" <br />18' RIDGE VENT <br />SHINGLE OR TILE ROOF PER <br />COMMUNITY SPECS - INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS <br />-------- T.O.M. <br />11 /III <br />�J TEXTURED <br />CEMENTITIOUS <br />10 <br />3'-0" TEXTURED FIN. ON C.M.U. <br />01 <br />CEMENTITIOUS (NP) 4 <br />FINISH ON C.M.U. aq °D <br />(NP) � 2" x 4" SMOOTH <br />TEXTURED <br />SILL /BAND <br />L- - - - - - - - - - ------------------------------------------------------------------------------------------- - ----- ---------------- F.FL. <br />LEFT ELEVATION — 61 <br />:: 1 / <br />REV. 09.24.21 <br />N <br />ems++ <br />c <br />cp,"� o <br />�vt �� <br />+wiz-: u a <br />'iii- as. o •- <br />t 6 <br />Cc: 3 cc <br />�> co <br />= d <br />c E <br />I- "` <br />0 <br />w <br />U ! ! ! N!!,�l�i <br />\001111 <br />RO WN <br />'0ZZ <br />�O <br />�� <br />''%sA,Z�'?OF S S1OX <br />,E <br />!�g►1!!1 il111`�\\\ <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 />Residental 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 />W <br />o g <br />4) d � � t' <br />imp r <br />�t <br />q N ^ 46 <br />S lt,. LL d <br />0 <br />W �to <br />0,rn it 3 <br />Z � `�' Z a k <br />w <br />IL <br />ofi <br />Z 9 . <br />W ❑ D <br />0 <br />Q <br />d <br />N <br />V) .0 <br />'Z'^ -8 <br />co <br />V _O <br />U w A <br />Ow <br />�N <br />W <br />• <br />Q <br />o <br />W <br />g° <br />__® <br />E O <br />tmL i <br />uij <br />1° <br />oa <br />�° <br />z <br />$E <br />N L <br />Boaz <br />O <br />ado <br />aLq <br />�o <br />C <br />C <br />Za <br />z <br />y_ <br />NO <br />8b <br />}Z <br />3 <br />wzw <br />o� <br />Z <br />W <br />S <br />Sz <br />+�I�w <br />Mj <br />Nil <br />�LLO <br />J <br />D <br />QLO <br />H <br />N <br />� p <br />CM <br />m <br />00 <br />LO <br />¢� <br />N <br />0 <br />c <br />N <br />O <br />LC) <br />Lin <br />T <br />U) <br />♦� <br />N <br />E <br />;� N <br />Z <br />Z <br />E T <br />ate' <br />a <br />0 _j ¢ p <br />JOB <br />NO: 22-06465 <br />SCALE : AS NOTED <br />SHEET NO. <br />3.2 <br />