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<br />WIND BRACING DtTAIL
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<br />NOTC:
<br />['X Z' X 0.0<f5
<br />11/ 6-100 S. M. S, X l'
<br />ON INSIDC OF K-BRACe:
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<br />2' X 2' K-BRACE:
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<br />K-BRAC~ DeTAIL
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<br />Sce: TABLE: FOR
<br />POST SPACING f!
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<br />ROOF BCAMS FRAHCD TO POST
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<br />/ '- ' "" ...---'K' BRACING.'
<br />~ ALSO PCRHISSABLC
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<br />NOTE:' AT ALL CORNE:RS NOT FULL Y
<br />ATTACHE:D TO CXISTlNG STRUCTURE:
<br />IIIND BRACE: E:ACH DIRCCTlON 11/
<br />1/8' S, S. CABLE:S AND 3/8' nE: DOL TS
<br />E:ACH E:ND -OR-
<br />2' X 2' X j/8' ANGLC 11/ <f-IIIO X I' S. H. S.
<br />INTO E:ACH FRAMCD HCHBE:RCROSSE:D
<br />BY BRACC (SE:E: K-BRACE: DCTAIL ABOV[)
<br />
<br />TYPICAL POOL ~NCLOSUR~ ~L~VATION
<br />
<br />THESE STRUCTURES DESIGNED WITH /
<br />THE 2001,FLORIOA 8Lf~. CODE
<br />4c CHAP, 6 OF ASCE "-FOR 110-135 MPH
<br />VVlNO VELOCITY (3 SEC. GUST) EXPOSURE A-B,
<br />VOIO AFTER 2-1-07 Iw=.77
<br />
<br />OA VlO NORRIS ENGINEERING
<br />112 COLEMAN RO,
<br />(VVlN TER HA VEN, FL. 33880 P g, 7 - A
<br />863) 299-1048 P.E. 32186
<br />
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