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80 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) ].�� <br />35 SH <br />REAR ELEVATION — B <br />SCALE: 1/4" = V-0" <br />4'OFF-RIDGE VENT—�—� 4'OFF-RIDGE VENT <br />35 SH <br />F16ER61L�SS <br />SHINGLES <br />8068 SGD <br />12 <br />1�5 9 <br />FIBERGLASS SHINGLE OR 15.9 <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />T. 0. P. 7 <br />HDR. <br />12 <br />TEXTURED 5.0 <br />FINISH <br />T. 0. P. <br />@ ENTRY <br />9 <br />1/2 RND. <br />TRNSM. <br />-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />T.O.M. (0 <br />---------------- --------- S_ <br />FRY <br />1 <br />T <br />/2 RND, <br />RNSM, <br />WEEP SCREED <br />HDR. 61 AN: �;o - F <br />38"X24" TRN <br />�2 El M <br />F.FL. <br />ALL TRIM LINES--J <br />ARESCORED <br />z <br />0 <br />0 <br />rr <br />l­_ <br />z <br />0 <br />0 <br />12 <br />>I- 15.9 <br />T. 0. F17 <br />HDR., <br />9 80 <br />Fd <br />F.Flnj <br />T. 0. M. <br />HDR_ <br />TEXTURED <br />FINISH <br />F.FL <br />35SH <br />T.O.P_ <br />-- — — — — — — — — — — — — — — — — — — — — HDR., <br />9 80 <br />F_ <br />12 <br />5.0 <br />25 SH 35 SH _25 S — <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — <br />T.O.M. <br />HEEL, <br />t <br />T.O.M.cl;v <br />(a) GAR. <br />�� NFF <br />L� LLJ " L=j LL==j L=� L-1 L-A <br />FRONT ELEVATION — B <br />SCALE: 1/4" = V-10" <br />LL=j U <br />6" <br />0 <br />Y <br />F-1 Y <br />0 ff-MMKIAW a f r. F: U �00 0 0 �.- <br />KEYSTONE DETAIL <br />SCALE: 1/2" = V-0" <br />go" <br />0 <br />LU <br />U <br />LU <br />0 <br />F- <br />E <br />00 <br />W co <br />M <br />04 <br />C) <br />ILL! <br />E <br />4) co <br />(M Cl) <br />C W M <br />2 :2 V1 <br />C1,11 <br />—r <br />co <br />0 C3 <br />LL OD <br />8, <br />< 0 <br />0) <br />C3) 0 <br />B D. <br />11 C I D C <br />o') vv <br />LO <br />0 <br />Z; f <br />C'j <br />4W rX,'j- <br />Co <br />LL_ L1_ <br />_.N <br />L C, <br />6 <br />0 <br />A 12 <br />Fl� <br />Z= C, t>, �1�, <br />Jn 4 <br />LL LU <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 sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and sea]. <br />C) <br />z C14 <br />0 a) r-, <br />P-4 4—J C:) <br />> V) C:) <br />4—J <br />(f) M Ln <br />0) Ln <br />LL <br />z <br />ff) <br />U M,_j <br />CL 00 <br />E <br />z M <br />Lu C� <br />W <br />_j C:) <br />110 <br />LU LL <br />LL, Z <br />z a, <br />z <br />.,, <br />U z Luu, 0 0 <br />Ezizonu� <br />Z U x< <br />3 <br />LZU <br />'LL, <br />< <br />U LO <br />ov)a� 04 <br />U ) 0 <br />LL, <br />C) <br />LLI <br />0 z @ <br />M z <br />LU <br />CY) <br />C:) <br />T__1 <br />Ln <br />r*4 <br />z <br />r14 <br />0 <br />Ln <br />U_ <br />V) se <br />z U <br />a <br />0 <br />LLJ <br />U LU <br />0 <br />8 OZ CO LL <br />Ce <br />z <br />Z <br />U) <br />op <br />& um,: g zl-- <br />Uj LL, nz =0' 0 <br />0 <br />Uj <br />z <br />< U <br />F21 - !i <br />> <br />0 <br />- 8�2g82 <br />LL <br />Lu 0 LL z <br />=3 <br />r*-4 < <br />CY u- <br />Z� <br />0 <br />C) <br />Cn <br />> <br />C:) <br />Uj <br />LLI <br />> <br />z LLJ <br />0 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />1525 <br />JOB NO: 16-6651 <br />SHEET NO. <br />3 <br />