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<br />2-#10CONT.
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<br />SECTION A-A
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<br />NOTE:
<br />ALL EX TERIOR WALLS ACT AS SHEARWALL SEGMENTS -
<br />ANCHOR ALL CORNERS AND BESIDE ALL OPENINGS WITH
<br />A SIMPSON .. HD2A' HOLD DOWNS.
<br />
<br />NOTE:
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<br />IN ACCORDANCE 'MTH CHAPTER 471.003 (2)(i) OF
<br />n~E FLORIDA ADMINISTRATIVE CODE; ELECTRICAL,
<br />MECHANICAL AND PLUMBING FACIUllES SHALL BE
<br />DESIGNED BY n~E RESPECTIVE CONTRAcrOf~S TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL,
<br />MECHANICAL AND PLUMBING FACIUllES DRAWN
<br />HEREON ARE BASED ON A DESIGN PROVIDED BY
<br />THE OWNER TO ADDRESS HiS REQUIREMENTS.
<br />
<br />THIS BUilDING IS DESIGNED TO CONfORM ~
<br />TO CHAPTER 12, SECTION 1205 OF THE 1991
<br />STANDARD QUllDING CODE ( WITI. 1992/1993
<br />REVISIONS) FOR 100 M.P.H. WIND LOADS.
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<br />REQUIRED STUD ANCHOR rL- '4- c;- - - - -:::If - -t- - - - - - -1 r ->J
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<br />CONTRACTOR TO FlELD CHECK All EXISTING
<br />UTILITY LOCATIONS AND ELEVATIONS BEfORE
<br />STARTING CONSTRUCTION. IF THERE IS A
<br />CONFLICT - THE DESIGNER SHOULD BE
<br />CONTACTED BEFORE mE UTlUTIES ARE
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<br />CliE'CUD " .\FPtjlO',BS)
<br />RICK KIDDE-Y, ARKAY ENG., INC.
<br />
<br />96019.
<br />
<br />3HEt.'T. 40F '''I
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