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12 <br />5.0 <br />T.O.M. <br />12 <br />5.0 <br />. T.O.M. <br />N-36" EXTENDED <br />OVERHANG W/ <br />II OPT. BATH DOOR <br />it I SEE SS DETAIL M <br />II FOR INFORMATION <br />Il II <br />II II <br />FL. <br />TnKA <br />14' RIDGE VENT <br />4' OFF -RIDGE VENT <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />35 SH <br />14' RIDGE VENT <br />4' OFF -RIDGE VENT <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />12 <br />5.0 <br />TEXTURED FINISH <br />1 A3 SH <br />RIGHT ELEVATION. <br />SCALE: 1/4" = V-0" <br />12 <br />5.0 <br />O <br />00 <br />F.FL. <br />T.O.M <br />TEXTURED FINISH <br />b> <br />II II <br />II II <br />II II <br />II II <br />II II <br />-------------------- —11 F <br />24 SH 25 SH (2)25 SH <br />OPT. 2868 <br />LEFT ELEVATION_ <br />SCALE: 1/4" = V-0" <br />T n M <br />t <br />" o <br />F.FL. <br />HDR. <br />--------------------------------- <br />TEXTURED FINISH80 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />-----F.FL. <br />---- <br />----- <br />(2)25 SH <br />REAR ELEVATION <br />SCALE: 1/4" = V-0" <br />12080 SGD <br />25 SH <br />I <br />q <br />r <br />ras <br />— — — — — — — — — — — — — — — <br />6" BAND /� <br />TYPICAL � 5/ / - <br />r <br />c <br />r <br />T <br />12 <br />5.0 <br />T.O.M. <br />-- ------------------ - - <br />% <br />HDR. I — n---� <br />SANDED <br />FINISH <br />1'-6" L (2)25 SH <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />T.O. <br />[Ell <br />00 1:11::1 11, E] E:1 1::1 El 1:11:11 El:::1 <br />E1E1[:::11 -- El El El [�:] El El El El F.FL. <br />W iiiiiiiiiiiiiiiiiiiiiillillilillilI - --- - M <br />FRONT ELEVATION - B <br />SCALE: 1/4" = V-0" <br />16 X 7 OVERHEAD DOOR <br />ALL TRIM LINES <br />ARE SCORED <br />QDr <br />o <br />zw <br />z� <br />Q <br />a. <br />' z <br />V) (D <br />Q) cn <br />w <br />p <br />0 w <br />o <br />'v V <br />N Cl) <br />LU <br />1=$ <br />C t0 M <br />OoN <br />CD <br />= y <br />( Y�O <br />Ly 1N <br /><C rn <br />LO y <br />d <br />A1 <br />N C B D C <br />co <br />M Q, <br />eN <br />tl7 LLly <br />N Co�.� <br />Z' r. 04 ........ <br />;EA,111/011f <br />xf <br />I <br />f !t <br />�'€� <br />To the best of the Engineer's knowledge, information, and <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 />i <br />O <br />O <br />z N <br />O r\ <br />4-j <br />>U)MO <br />M <br />QIN <br />(aL <br />d to 'y_ Ir <br />❑. ^ <br />aCO <br />�� <br />W <br />z <br />Wz <br />U0— <br />W m z z G W <br />Ur1Noo <br />PoO zo10 <br />z>-QUa¢ <br />= �LZUp z <br />J <br />as <br />p <br />VOu> <br />Ux0 Lu Cq <br />1- 4 <br />M <br />1--goz <br />L4 <br />O <br />ri <br />h <br />N <br />_ <br />Ln <br />`� <br />Uj Boa <br />� V) <br />Ce.0 <br />v,d <br />O 2 <br />tOi,.i —� <br />Z. <br />W0w0M <br />t0 <br />L <br />JN <br />0z o8 <br />$$o <br />N <br />0 0 <br />ou-z <br />� foa <br />' ^ <br />Y / <br />>> Woa <br />ORXu-z <br />JOzQ <br />M <br />Q <br />� 0- <br />¢~LL <br />z <br />c) <br />U. > <br />LL <br />> <br />.. <br />�- <br />z W <br />z <br />g W <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: M)AM ES <br />VERSION NO. <br />5mll <br />JOB NO: 17-1397 <br />SHEET NO. <br />2 <br />i <br />Y <br />v <br />