Laserfiche WebLink
T <br />co <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />35 SH <br />4' OFF -RIDGE VENT-�--J--r-�-4OFF-RIDGE VENT <br />- - - - - - - - - - - - - - - - - <br />1— <br />z <br />0 <br />J <br />O <br />H <br />z <br />O <br />U <br />12 <br />>I- 15.9 <br />11 N <br />13.0 R1- <br />- - -- F.FL. <br />------- T.O.M. <br />HDR. Ar <br />-------------- <br />-- --- <br />0 <br />n <br />TEXTURED <br />FINISH <br />F.FL. <br />FIBERGLASS SHINGLE OR <br />CONCRETE TILE PER <br />COMMUNITY SPEC (SEE <br />STRUCT.) <br />12 <br />15.9 <br />REAR ELEVATION - B <br />SCALE: 1/4" = V-0" <br />T.O.P. = - T -- -- -- ------------------ T.O.P. <br />�— ---- <br />Ar <br />HDR. HDR. <br />------------- <br />---- 12 <br />TEXTURED 5.01 <br />FINISH <br />T.O.P. <br />Q @ ENTRY <br />9 - - - - q 60 <br />EE <br />TRNSM 12 <br />- F.FL_---------------------- 5.0 <br />-----------25SH---------- 35SH------- -- 25S�-----------F.FL. _� <br />T.O.M. 'D _ T.O.M. <br />----------------------- - --- - -- - - - - - - - - - - - - - - - ------ <br />�— WEEP SCREED HEEL <br />HDR. 6 '-0" <br />----- ----- - - @GAR. <br />- ------------------ --------------------- <br />3 x 4 i ? <br />ILME <br />25 SA 25 SA 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR <br />ALL TRIM LINESJ <br />ARESCORED <br />FRONT ELEVATION - B <br />KEYSTONE DETAIL <br />SCALE: 1/2" = V-0" <br />0 T <br />T <br />Z $ <br />Z <br />Z <br />Q <br />J <br />I� Z <br />NV <br />Q) <br />V <br />W <br />U — <br />O c <br />s <br />Vi F- <br />U <br />o <br />M <br />D M <br />E <br />-8 <br />ale LU <br />C1 M <br />M <br />oco <br />C) <br />$� <br />C Y <br />tw7 <br />Q °rn <br />o <br />A ' <br />B D. <br />N C H D C <br />i <br />0 <br />Ilse <br />\j <br />q � <br />�r %� o �.. • •'k <br />� oeee <br />To the best of the Engineer's 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 />O <br />O <br />Z N <br />n <br />0 vCD <br />V) M O <br />M <br />Q 'gyp LA <br />a vl•��' <br />QLn <br />a�M� <br />Q � <br />� <br />Z <br />W <br />J � <br />d' <br />z <br />W <br />zlz a <br />�H NoO <br />�0 Z< <br />zz 8t� <br />� ~Z <br />W <br />O <br />Q <br />W <br />8 Mg <br />F-j Z® <br />co <br />Ln <br />N <br />L1') <br />p <br />.. <br />U- <br />1 <br />�1 m <br />Q <br />o o Ce <br />0�Z�P <br />'v <br />z <br />1 <br />w <br />Z g 8 rL Z <br />W w 0 O <br />UJ <br />W <br />J <br />p <br />~ UJ <br />F <br />g <br />~ <br />5Z f <br />~ <br />z <br />O <br />M W <br />> <br />.. <br />8 <br />.. J <br />z W <br />z <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />3 <br />