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ZEPHYRHILLS MUNICIPAL AIRPORT
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ZEPHYRHILLS MUNICIPAL AIRPORT
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Last modified
3/11/2010 10:52:46 AM
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3/3/2010 8:56:43 AM
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AREA <br />ZON <br />(ft <br />10 <br />(ft2) <br />20 <br />(ft 2) <br />50 <br />(ft2) <br />100 <br />(ft 2 ) <br />500 <br />1 ` <br />—30.4 <br />--29.6 <br />-28.6 <br />—27.8. <br />N/A <br />2 <br />-- 51 R0 <br />-45.6 <br />-38.4 <br />—33.0 <br />N/A <br />3 <br />-76.8 <br />--63.6 <br />—46.2 <br />--33.0 <br />N/A <br />4 <br />J —33.0 <br />—31.6 <br />—29.8 <br />—28.4 <br />—25.2 <br />5 <br />--40.7 <br />—38.0 <br />—34.3 <br />-31.6 <br />-25.2 <br />PRESSURE UNITS. = PSF <br />0 <br />u) <br />R <br />N7 <br />50' -6' <br />ENDWALLS <br />SCALE 3/16" = 1'-0" <br />5 . -0 " <br />ROOF <br />231' --11" <br />SCALE: 1/8" = <br />SIDE WALLS <br />SCALE: 1/8" = 1 " -0" <br />f, <br />r <br />poor UPLIFT & WALL DESIGN PRESSURES <br />FOR COMPONENTS & CLADDING <br />LEN -STUART ASIR*, PR <br />FLORIDA PE NO.6.2J6 <br />2327fl � hi p tAR M .RD. <br />PRATI LI , AL ,36661 <br />SEAL: <br />FLORIDA P.E, NO. 62216 <br />z <br />_4_16'e <br />RELcA E DATE <br />Uo Co <br />Q . <br />44 co <br />e <br />rrTT,, <br />F / <br />n <br />�..� <br />w <br />GLE ' STUART EY <br />Not released for construction <br />of this project unless <br />this document is signed. <br />SHEET TITLE: <br />WIND <br />DESIGN . <br />PRESSURES <br />q <br />5 <br />I <br />1 <br />© <br />4 <br />I <br />0 <br />CHECKED: <br />SA <br />DATE: <br />1/14/08 <br />5' -0 °_ <br />. <br />231' -11" <br />5' -0 ". <br />- <br />0 <br />u) <br />R <br />N7 <br />50' -6' <br />ENDWALLS <br />SCALE 3/16" = 1'-0" <br />5 . -0 " <br />ROOF <br />231' --11" <br />SCALE: 1/8" = <br />SIDE WALLS <br />SCALE: 1/8" = 1 " -0" <br />f, <br />r <br />poor UPLIFT & WALL DESIGN PRESSURES <br />FOR COMPONENTS & CLADDING <br />LEN -STUART ASIR*, PR <br />FLORIDA PE NO.6.2J6 <br />2327fl � hi p tAR M .RD. <br />PRATI LI , AL ,36661 <br />SEAL: <br />FLORIDA P.E, NO. 62216 <br />z <br />_4_16'e <br />RELcA E DATE <br />Uo Co <br />Q . <br />44 co <br />e <br />rrTT,, <br />F / <br />n <br />�..� <br />w <br />GLE ' STUART EY <br />Not released for construction <br />of this project unless <br />this document is signed. <br />SHEET TITLE: <br />WIND <br />DESIGN . <br />PRESSURES <br />DRAWN: <br />...Nsa. <br />CAD <br />DESIGNED: <br />SA <br />CHECKED: <br />SA <br />DATE: <br />1/14/08 <br />JOB NO: <br />07-047 <br />SHEET NO <br />AR C; <br />0 <br />u) <br />R <br />N7 <br />50' -6' <br />ENDWALLS <br />SCALE 3/16" = 1'-0" <br />5 . -0 " <br />ROOF <br />231' --11" <br />SCALE: 1/8" = <br />SIDE WALLS <br />SCALE: 1/8" = 1 " -0" <br />f, <br />r <br />poor UPLIFT & WALL DESIGN PRESSURES <br />FOR COMPONENTS & CLADDING <br />LEN -STUART ASIR*, PR <br />FLORIDA PE NO.6.2J6 <br />2327fl � hi p tAR M .RD. <br />PRATI LI , AL ,36661 <br />SEAL: <br />FLORIDA P.E, NO. 62216 <br />z <br />_4_16'e <br />RELcA E DATE <br />Uo Co <br />Q . <br />44 co <br />e <br />rrTT,, <br />F / <br />n <br />�..� <br />w <br />GLE ' STUART EY <br />Not released for construction <br />of this project unless <br />this document is signed. <br />
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