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T.O. <br />P$11 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />8' RIDGE VENT <br />12 <br />5.0 <br />TEXTURED FINISH <br />14' RIDGE VENT <br />4' <br />12 <br />15.0 <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />25 SH 1A3 SH 23 SH <br />14' RIDGE VENT <br />12 12 <br />5.01 4' OFFRIDGE VENT 5.0 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) T <br />B <br />TEXTURED FINISH <br />IC�IC II <br />e <br />RIGHT ELEVATION <br />SCALE: 1/4" = 1'-0" <br />_________________________________________________________________________________________________________ <br />25 SH (2)25 SH 25 SH <br />LEFT ELEVATION <br />25 SH 25 SH 9080 SGD 35 SH <br />REAR ELEVATION <br />SCALE: 1/4" =1'-0" <br />SCALE: 1/4" = V-0" <br />T.O.P. <br />TnM <br />12 <br />5.01 <br />ELEVATION - DETAILS <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />T.O.M. �OO T.O.M <br />N. <br />HDR. 6" BAN <br />TYPICAL <br />6" �n� <br />2" <br />11:11 a7oooa 0El 0011 <br />6.. <br />�50 <br />9 O El El El El El El0 oo❑a <br />?� SANDED n I <br />El ClEl�E] EIE� El ��� <br />CV rLKnou ini <br />(2)25 SH 3068 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR LALL TRIM LINES <br />W/36" X 26" TRANS. ABV. ARE SCORED <br />WAINSCOT MATERIAL WRAPS <br />CORNER 24" UNLESS <br />OTHERWISE NOTED. <br />FRONT ELEVATION - A <br />SCALE: 1/4" = V-0" <br />UI Ln <br />Z o <br />Z <br />Q <br />J <br />z <br />t/) <br />Q) c <br />w <br />0 <br />U — <br />O w <br />E <br />L <br />ao <br />� <br />�~ <br />mn <br />U <br />w E <br />H <br />8 <br />0M <br />c(an <br />O O <br />W W <br />Q <br />LL OD <br />U a°)) <br />-4 <br />(1) CL o <br />to O <br />Q 0 <br />C) <br />CL <br />Q O <br />A ' <br />B Ds <br />N C B D C <br />M <br />•0) <br />_I <br />ll <br />10 <br />LJJ 1 <br />N <br />• 4 ,R. 6 <br />MOPE <br />a • <br />a <br />= OF <br />C N <br />W <br />' T �O <br />OFE S S 1014PN <br />EkAF <br />To the best of the Engin jjjftti V► rmation, and <br />belief, the structural plans and specions 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 a) N <br />F-I a-•r O <br />)>-ILr)MO <br />M <br />Q (,) M Ln <br />a in •� �t- <br />U- <br />a <br />V CL r-I <br />a <br />�� <br />z � <br />WJ <br />C) <br />J <br />W0Lz <br />LL Q <br />WZ��vn�a <br />Um <br />H��oO <br />or- <br />Z>g-QQ Ui <br />�LZyzyyuugz <br />UZpI—a W <br />C>L 08 C) <br />C) <br />W 0 <br />8 xO�W® <br />~cLW <br />Litt <br />N <br />00"\ <br />Lf) <br />J <br />Boa <br />VWO_le <br />0 <br />C:)< <br />Z <br />O <br />0oZ�2 <br />z � !a �i Z <br />W �-1 <br />Z <br />,^ <br />9 <br />LU <br />�W\� <br />• <br />~8~g~a <br />Z <br />O O <br />LL,a6 <br />W O Z Q <br />°`W�8 <br />a <br />i- <br />ce <br />d- <br />� <br />cy LL z <br />oZa <br />O <br />T"� Q <br />J�YW <br />QQ�� <br />Z <br />O <br />LL J <br />LL <br />> <br />0 <br />g W <br />Z <br />� <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />imo <br />JOB NO: 17-5176 <br />SHEET NO. <br />2 <br />