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T.O.M. <br />HDR. <br />0 <br />50 <br />F.FL. <br />T.O.M. <br />CP <br />fV <br />F.FL. <br />_ T n M <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />TEXTURED FINISH <br />10' RIDGE VENT <br />12 <br />5.01 <br />12 <br />15,0 <br />10' RIDGE VENT <br />10' RIDGE VENT <br />1P35N 3 <br />55H LEFT ELEVATION <br />14' RIDGE VENT <br />FIBERGLASS SHINGLE OR 12 12 <br />CONCRETE TILE PER 5.0� �5.0 <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />10' RIDGE VENT <br />TEXTURED FINISH <br />SCALE: 1/4" = V-0" <br />N <br />F.F <br />T.O.M <br />HDR.. <br />F.F <br />(2)25 SH 25 SH 24 SH <br />RIGHT ELEVATION <br />SCALE: 1/4" = V-0" <br />TnM. <br />�F.FL.------------------------------------- <br />Ll TEXTURED FINISH <br />HDR. <br />F.F <br />--------------------------------------- <br />q <br />EO <br />------ <br />25 SH 12080 SGD (2)25 SH <br />REAR ELEVATION_ <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />6" BAND <br />TYPICAL <br />T.O.M. <br />c— ---- -- —------------- <br />s� <br />(V <br />N <br />2'-8" <br />ELEVATION — DETAILS. <br />SCALE: 3/4" = V-0" <br />E1F-1E1F-1L1E1E1F-1. <br />ALL TRIM LINES 16 X 7 OVERHEAD DOOR <br />ARE SCORED <br />12 <br />15.0 <br />------------------ T.O.P <br />- -- ------------------- T.O.M <br />HDR, <br />:::]E:]E:l ❑ <br />SANDED <br />FINISH ------ - - - - - - - - - <br />8 X 7 OVERHEAD DOOR <br />3068 (2)25 SH <br />W/36" X 26" TRANS. ABV. <br />WAINSCOT MATERIAL WRAPS <br />CORNER 24" UNLESS <br />OTHERWISE NOTED. <br />FRONT ELEVATION — A <br />SCALE: 1/4" = V-0" <br />UL') <br />� <br />z_o <br />z° <br />z <br />Q <br />J <br />a. <br />z <br />U <br />Q) v, <br />w <br />� o <br />w <br />Ot � <br />�E <br />y <br />v' <br />00 <br />� U <br />vM <br />W <br />~ E <br />C LO M <br />ug O oN <br />= a�i <br />UCD <br />4) <br />rau-00 <br />� e <br />Q rn <br />Sao <br />Ln O "t <br />rn�8 <br />A1 <br />N C,HBD-C <br />• <br />8D. <br />®x <br />d <br />•• <br />N <br />`q+ O <br />, <br />z <br />? LL O +��� <br />W <br />O <br />Z Pt@FESS <br />ate', <br />W ��t°?1lflllll�e <br />®o <br />0 <br />❑ <br />To the best of the Engineer's knowledge, information, <br />onand <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1R <br />O <br />O <br />Z N <br />O <br />2 <br />00 <br />M <br />z <br />M <br />Q 'gyp Ln <br />Ln <br />Q Ln <br />L- LL <br />a " <br />z <br />V ra Cc <br />Q � � <br />z <br />tp <br />WJ <br />Z <br />C) <br />d' <br />0 Z <br />z U. <br />�xzaa0 <br />Z Q < � Q <br />=2?w~Z <br />J <br />v CCCCCCCCCCCC <br />0tn03�0 <br />U1-ns <br />O <br />c-0z <br />1- <br />2 w <br />J <br />O <br />r-I <br />Ltd <br />Ln <br />C <br />�{ <br />J <br />�2 O <br /><ZYC, <br />¢z o <br />� <br />-0 <br />z <br />Z cy1 <br />a <br />Zz <br />Q�� <br />HaZ <br />ww0u-ZQ <br />O O <br />lYwfo <br />=Qoo <br />C�z <br />CL <br />N <br />�- <br />rn � 8 z <br />O <br />O <br />J < w <br />Z <br />.. w <br />> <br />g <br />a W <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />5oll <br />JOB NO: 17-4139 <br />SHEET NO. <br />2 <br />ZZ <br />