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HDR. <br />TEXTURED FINISH <br />12 <br />5.0 1 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />12 <br />T___ 15.0 <br />10'RIDGE VENT <br />10'RIDGEVENT <br />F.FL. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — <br />1A3 SH 35 SH <br />T.O.Mq <br />F.FL. <br />T 0 KA <br />10'RIDGE VENT <br />10'RIDGE VENT <br />2'0" TEXTURED FINISH <br />12 <br />5.01 _­� <br />14'RIDGE VENT <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />LEFT ELEVATION <br />SCALE: 1/4" = V-10" <br />12 <br />1 5.0 <br />T.O.M, <br />T.O.M <br />HDR- <br />9 <br />60 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />(2)25 SH 25 SH 24 SH <br />RIGHT ELEVATION. <br />SCALE: 1/4" = V-0" <br />TOM- <br />�F_FL - — — — — <br />TEXTURED FINISH <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- <br />HDR, <br />9 <br />80 <br />— — — — — <br />25 SH <br />REAR ELEVATION <br />SCALE: 1/4" = V-0" <br />12080 SGD <br />(2)25 SH <br />F.FL, <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />6" BAND <br />TYPICAL <br />T.O.M. <br />------ -- — -------------- <br />0� <br />fie 2'-8" <br />ELEVATION — DETAILS. <br />SCALE: 3/4" = V-0" <br />------------- <br />12 <br />1 5.0 <br />T.O.P <br />F_ <br />T.O.M, <br />HDR- <br />9 <br />U �Imm U r7 <br />ED 0 1:1 FD7 . t <br />F.FL. <br />ALL TRIM LINES--� 16 X 7 OVERHEAD DOOR <br />ARESCORED <br />FRONT ELEVATION — A <br />SCALE: 1/4" = V-0" <br />00 <br />SANDED <br />00 FINISH <br />- - - - - - - - - - - - - - - - - - - <br />F.R� <br />L " " I v — <br />L 11L <br />8 X 7 OVERHEAD DOOR �0/68 (2)25 SH <br />W <br />3 X 26" TRANS. ABV. <br />WAINSCOT MATERIAL WRAPS <br />CORNER 24" UNLESS <br />OTHERWISE NOTED. <br />LO <br />C 0 <br />< <br />rolmwa <br />IIL <br />Ul) 0 <br />Q) <br />(—/) <br />4-J UJI <br />0 LU <br />E <br />V) <br />0 <br />0 a <br />04 <br />a) <br />8 <br />C0 <br />0) ce) <br />C M cl) <br />Ce) <br />0 C14 <br />20 <br />r- LL co <br />"5 - co <br />0 <br />U) <br />< 0 <br />cy) <br />Ln 0 <br />,t CL <br />0) < 6 <br />AI <br />Wa. <br />N,C*B,D C <br />r/1- <br />1141 <br />04 <br />cc*,,,. C-4 <br />LO P_ <br />z it <br />_j <br />A <br />A <br />LL. I.L. <br />04 <br />-1 0A <br />z co �IF <br />% C)j <br />0 <br />-6 L <br />L <br />ILZ b? - <br />C", jr <br />'Lo,�I,m <br />W �E! <br />M -11 <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 5th 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 />z rN <br />0 cu <br />C:) <br />a <br />> V) c) <br />fu Ln <br />a) Ln <br />L_ LL <br />CL 0-14 <br />z <br />� fy) <br />fu T-4 <br />Q� U CL Ca <br />< <br />z E <br />z <br />LU <br />W <br />_j C) <br />zo <br />LL <br />Z l­- � <br />LL, z Z <br />U x< m 0 0 <br />z >- g L) <br />0z <br />�E U x 0<� <br />F g Z7 <br />LZU <br />C., a,: L-9 <br />ry) <br />Um 8 - <br />8 a jn� C:) <br />2 Lu C4 <br />F a. Z <br />LU z <br />LH <br />C:) <br />Lr) <br />r_4 <br />r-4 <br />eo"N <br />Ln <br />< <br />< z <br />212 2 Coe <br />0 <br />< <br />00 < <br />'ZI -,, U_ <br />LEL': <br />-a <br />M <br />Z <br />z <br />1,0 <br />!a Iz- <br />80 <br />G) <br />LU <br />g vu <br />> <br />U) <br />z <br />8 <br />C:) 0 <br />LU LLI 0 LZ Z <br />F_- <br />LOZ <br />'Z <br />0 <br />< <br /><F- <br />c) <br />LL > <br />< <br />u_ <br />LLJ <br />UJI <br />> <br />0 <br />Z _j <br />z <br />1..q <br />_j <br />LLJ <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5oll <br />JOB NO: 16-6654 <br />SHEET NO. <br />2 <br />VIA <br />