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05 VERTICAL RODS FROM <br />FOOTINGS TO BOND BEAM <br />ABOVE I6' O" 10' S" I6' 8" <br />9' 4" 8O" 121 411 <br />I nl OIL a OBI _ a - oil I - - I atoll - <br />r <br />INC <br />1 5 O r Oil <br />1 <br />I� �I <br />'•------------------------------------------- -- -- ------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- <br />— ItxelI— — ---- ' <br />— — — — — — - — — - " II <br />25 SH 25 SH I I 25 SH 25 SH 25 SH 25 SH I I 25 SH 25 $H <br />" EYEBROW iro" EYEBROW - 1 " EYEBROW 8' O" g' O° II 11 " " <br />, t------- � � - -r- � Iro EYEBROW 16 EYEBR W 16 EYEBRO � -t---- , � -- t- � Iro EYEBRO Iro EYEBRO <br />I I 1 1 <br />..L — — — — — — — — — 'L - I 1 "'� — — — — — — <br />----- <br />-- -� - - �� A�� - _ I--------j. II, �„ _ •-"- --- -� S' 411 - -1- 411 21011 <br />-� 111 / 11 �----- LI I - <br />.01 <br />7 v 16" BLOCK COLUMNS WITH 12"X40"X40" <br />PAD WITH (4)"5 REBAR EACH WAY. <br />CENTER PAD ON COLUMN <br />15' 611 12' .4° 44' 411 12' 4" 15' fo11 <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />RIC.NAR L. K!DDEY P.E. <br />FLORIDA L.ICEN:iE NUMEER 3121B6 <br />I HERBY CERTIFY THAT .THESE PLAN" AND SPECIFICATIO N8 <br />WERE PREPARED IEY MS OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE 0114 CHAPTER 16, SECTION 1605 0 F THE <br />FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 <br />FLORIDA BUILDING CODE AND ALL 2005 AND 2006 <br />5UPPLEMENTAL5 <br />O <br />ti N <br />O Z <br />Z <br />N CD <br />ti U <br />LO uj <br />CA ' <br />Z C- LO Ln --� <br />M <br />Q <br />0 < < v <br />w 00 o u- <br />o <br />w <br />o u-10 <br />U <br />¢vim <br />= U N J <br />Q <br />z 00 < LLO Z <br />m <br />w _o <br />U U) <br />E: w <br />LL <br />O <br />r <br />tt <br />O mF4 <br />colds <br />�C_ <br />z <br />to 0 w <br />z � <br />� u- '4 0 <br />cv 0 <br />ILI <br />Z <br />l'3 — <br />Q) 4 <br />,a <br />�j 0 ' <br />� <br />� LU <br />Z Q- <br />�{ <br />`l L <br />rQ) <br />(Zv Q� <br />01 <br />Q) <br />O O to 0 <br />0- <br />J <br />Ix <br />Q <br />'Q ill <br />� <br />W <br />z <br />p <br />ui <br />0 <br />z <br />O <br />N <br />(Y <br />p <br />NO <br />fQ <br />� <br />tY <br />Z <br />d <br />� <br />z0 <br />Q <br />Q <br />� <br />J <br />Q <br />Oz <br />z <br />(n 0 <br />wJ <br />u <br />- <br />Q <br />0w <br />a U <br />N w14 <br />z I; <br />o� <br />o - <br />Q <br />U <br />J <br />Lu <br />W� <br />V � <br />r <br />no <br />'Y <br />BUILDING <br />5400 <br />ENTRY <br />#1 <br />4'3 3 <br />ENTRY <br />02 <br />4"3 3 <br />TOTAL <br />5498,E <br />i- <br />30f=ro <br />ARKAY <br /># I14v$ <br />