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<br />V. Wind Loads - Other Structures:
<br />
<br />Q)\\~~~&l ~~&~
<br />
<br />SCALE: 3/8'=1'.0'
<br />
<br />Wind speed, exposure, and Kzt are set on the "Code" page ( Kzt may be changed beto
<br />
<br />DESIGN DATA
<br />
<br />OCCUPANCY CATEGORY =
<br />EXPOSURE =
<br />CONSTRUCTION =
<br />
<br />F
<br />C
<br />TYPE V
<br />
<br />Importance Factor =
<br />.,
<br />Gust Effect Factor (0) =
<br />.,
<br />Kzt=
<br />
<br />1.00 II.. All structures except category I, III ~ IV
<br />0.85 Wind Speed 120 mph
<br />1.00 Exposure C J
<br />
<br />Case A& B
<br />Cf =
<br />F=qzOCfAf =
<br />Af = .,
<br />F =
<br />
<br />VELOCITY EXP. COEFF. Kz =
<br />TOPOGRAPHICAL FACTOR KZT =
<br />WIND DIR. FACTOR KD =
<br />IMPORTANCE FACTOR I =
<br />WIND LOAD =
<br />VELOCITY PRESSURE qh =
<br />
<br />LIVE FLOOR LOAD =
<br />MAXIMUM DEAD LOAD =
<br />
<br />125 PSF
<br />NORMAL WEIGHT OF SPECIFIED WALL
<br />COMPONENTS
<br />
<br />0.85
<br />1.00
<br />0.85
<br />1.00
<br />120 MPH, 3 SEC GUST
<br />26.60 PSF
<br />
<br />A. Solid freestanding Walls & Solid Signs (& open signs "ith less than 300/0 open)
<br />
<br />Height to centroid ofAf (z)
<br />Dist to sign top (h)
<br />Height (s)
<br />Width (B)
<br />
<br />Directionality (Kd)
<br />
<br />Percent of open area
<br />to gross area
<br />
<br />LAST REViSION: 05/18/07
<br />_AST PLOTTED: OS/23/07
<br />DRAINING SCALE: ,"JOTED
<br />P _OT SCALE: '! == 1
<br />
<br />(
<br />
<br />'\ (SCALE VERIFIC.t<TiON"\ I REVISION
<br />T-1IS BAR REPRESENTS
<br />C~E !:-JCH ON ThE
<br />CRGINAL DRA.W'NG
<br />
<br />DRAWING CCNFDEi\,TIAL:
<br />
<br />TriS CRANiNG AND ALL NFOR~AATIO,'"
<br />CONTA!~ED THEREON IS ANC SHALL
<br />RDAAIN THE PROPERTY OF
<br />A ANDREANSKY, PE. AS
<br />AN INSiRUMENT or PROFESSIONAL
<br />SERV CE, THIS iNFOR~AAT::)N SHA_L
<br />\JO'" BE lSEDNITHOUT THE FU~_
<br />'<NONLEDGE AND PRiOR WRiTTEN
<br />CONSENT OF AL ANDREANSKY, PE
<br />
<br />',j~F TO I/FRIFY r'l;l!QI" )
<br />"- ~- - ,.~ ,\~ /'
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<br />0.0 ft M = 55.33
<br />8.0 ft N = 8.00 ft
<br />8.0 ft V = 0.14 ft
<br />55.3 it Kz = 0.849
<br />23.3 it qz = 26,6 psf
<br />0.851 ASCE7 Load Corminations usediil
<br />
<br />0.0%
<br />
<br />DATE
<br />
<br />DESCRIPTION
<br />
<br />1.20
<br />27.1 Af
<br />442.7 sf
<br />12010 lbs
<br />
<br />DESIGN ANALYSIS PER ASCE . MNIMUM DESIGN LOADS FOR BUILDINGS AND
<br />OTHER STRUCTURES, REVISION 1\SCE 7-02 (METHOD 2) AND 2004 FLORIDA
<br />BUILDING CODE, 2005 AND 2006 ~UPPLEMENTS
<br />
<br />BY
<br />
<br />APPROVED
<br />
<br />( \
<br />ENGINEER OF RECORD:
<br />
<br />AL AND'REANSKY, P.E.
<br />P.O. BOX 456
<br />PALM HARBOR, FLORIDA 34682-0456
<br />PHONE, /727/ 441-4149, FAX, /727J 789-9565
<br />
<br />(
<br />
<br />CAD =-ILE: 0702101VVl
<br />
<br />SCL\LE: Noted
<br />
<br />DRAWN BY: p.".A.
<br />
<br />DA-E: 05-08-07
<br />
<br />
<br />CHEC<EC BY:
<br />
<br />DATE:
<br />
<br />I' AL ,~" C R EA0JS ((Y, P. E.
<br />FLA REG, #1 39387
<br />~ .
<br />
<br />DATE
<br />S:G~ED: , ,APPROVED BY:
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