Laserfiche WebLink
oc <br />00 <br />00 <br />12 <br />5.9 <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />10'RIDGE VENT <br />12 <br />1 5.9 <br />T n P I- -�- T 0 P <br />R - — — — -- — — — — — — — — 8" FRIEZE —HDR. <br />6" TEXTURED 33 SH <br />TYP. FINISH 12 <br />5.9 <br />25 SH 35SH <br />— — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — <br />T.O.M. <br />SANDED� --- — — — — — — — — <br />HDR . . . . . . . . . . . . rZ:����_FINISH r --- <br />6" BAND <br />TYPICAL <br />25 SH 35 SH <br />09 <br />F. F L — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — <br />ALL TRIM LINES- <br />ARESCORED <br />FRONT ELEVATION - A_ <br />SCALE: 1/4" = V-0" <br />12 <br />5.9 <br />1 O'R I DGE VE NT <br />25 SH <br />TEXTURED <br />FINISH <br />LLL� <br />24 SH <br />9 60 <br />F�l � <br />12 15 25 SH <br />I F.FL.� <br />— — — — — — — — — — -- <br />T.O.M. <br />O.M._@ GAR, <br />9 <br />o? 60 <br />24 SH <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . F.FL., <br />z <br />0 <br />0 <br />z <br />0 <br />25 SH <br />F.FL. 25 SH <br />T= <br />T.O.M. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />WEEP SCREED <br />F.FL-_ _ _ _I — — — — — — — — — — — — — — — — L— <br />8068 SGID <br />REAR ELEVATION <br />SCALE: 1/4" = V-0" <br />OP <br />ED <br />1-- <br />z <br />0 <br />0 <br />z <br />0 <br />0 <br />8068 SGD <br />12 <br />15.9 <br />C? <br />F- <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />I Wei <br />101, <br />00 <br />A <br />"5- <br />WINDOWS <br />KEYSTONE DETAILS <br />T.O.P. SCALE: 1/2" = V-0" <br />. 35 SH T 12 13 F.FL. <br />--J--j, L T.O.M. <br />---------- <br />N <br />C? <br />23 SH zo <br />TEXTURED <br />FINISH <br />F.FL. <br />00 <br />r�--) <br />Un CD <br />Q) <br />C-0 <br />(D(u <br />4--d u, <br />U <br />0 Lli <br />1- E <br />r", <br />V) <br />0 <br />co <br />0 <br />0 CD <br />U <br />N <br />LU <br />E <br />0 M <br />0) <br />0 04 <br />.90 <br />(D <br />C) <br />r- LL CO <br />*:5 - 00 <br />0 3 i:z <br />U) 0. 8 <br />LO 0,.* <br />< 0 <br />CL <br />a D. <br />N I D C <br />*I <br />LTI <br />N LO <br />M <br />LO <br />Lo <br />C4 <br />v 46;; 6 <br />z <br />Zj <br />44 c C) <br />L <br />L�g <br />LLcma a <br />Z <br />"a C) <br />LU <br />.71 - I <br />El F-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 />C) <br />C) <br />z r14 <br />0 <br />0 (1) r�, <br />1-4 4-J C:) <br />Lr) 15 9.0 <br />c) <br />> (1) M <br />M CD <br />4-J <br />Lf) (0 Ln <br />'a <br />Ln v- <br />U) N <br />z <br />a) U') <br />L- LL <br />CL <br />> <br />00 <br />E <br />Z <br />z <br />LU C) <br />W <br />.�,02 z <br />LU LL <br />LU ZZ �- R - <br />uj - z <br />U F - <X (LAU 0 0 <br />E ZO >z gz, g ") <br />Z U x < <br />zz <br />LZU <br />19 <br />U 0 L0 <br />C) U <br />U <br />�; LU C14 <br />C:) <br />Co <br />0 Z @ <br />z <br />ro <br />W <br />Uj <br />06 <br />Ln <br />F— <br />z <br />0 <br />LL <br />LU <br />cr, < <br />V) �e <br />z U <br />0 <br />< <br />LU iLn <br />U U <br />E Lz-U T <br />-0 <br />fu <br />z <br />or <br />z :CD), 2:!a �i 2� <br />-0 <br />Lu :010 <br />z <br />LU <br />g �in <br />2: <br />U) <br />L0, L>u � 2 <br />z <br />8 <br />i-, U LL Z <br />0 <br />W, 02: on <br />D =) & <br />r-4 <br />T" <br />Cy LL i:j <br />x z z. <br />0 <br />C:) <br />.0� <br />c) <br />> <br />Z <br />LLJ <br />LU <br />> <br />0 <br />Z _j <br />z <br />UJ <br />P-4 <br />—j <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />3 <br />