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16-16970
Zephyrhills
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16-16970
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Last modified
2/17/2017 7:20:16 AM
Creation date
2/17/2017 7:17:59 AM
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Building Department
Company Name
FLORIDA HOSPITAL OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
16-16970
Building Department - Name
FLORIDA HOSPITAL OF ZEPHYRHILLS
Address
7050 GALL BLVD
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, ti- <br /> Project: 204272 360 Project Solutions Florida Hospital Zeph <br /> Ernesto De Oliveira, SOLAR DYNAMICS CORP. December 04, 2015 <br /> 204272 360 Project Solutions Florida Hospital Zeph <br /> C:\Users\ernesto\Desktop�204272 360 Project Solutions Florida Hospital Zephyrhills\ <br /> 204272 360 Project Solutions Florida Hospital Zeph <br /> C�\Users\ernesto\Desktop�204272 360 Project Solutions Florida Hospital Zephyrhills�204272 360 Project Solutions Florida Hospital <br /> Zephyrhills.vap <br /> Company:SOLAR DYNAMICS CORP Engineer� Ernesto De Oliveira Billing:204272 360 Project Solutions Florida Hospital Zeph <br /> VisualAnalysis 11 00.0013 Report <br /> Table of Contents <br /> Project Header <br /> Project Notes <br /> Table of Contents <br /> Design Criteria <br /> Design Groups <br /> Load Case Summary <br /> Load Combination Summary <br /> Load Cases <br /> Area Loads <br /> Design Group Results <br /> Member Unity Checks <br /> Design Criteria <br /> Building Code Load Combinations: <br /> ASCE 7-10 ASD <br /> Vertical Direction:Y, Ground Elevation=0.00 ft <br /> Occupancy Category� II <br /> Seismic Data(For load combination generation): <br /> Spectral Acceleration(SDS)=0.150 <br /> Seismic Design Category:A <br /> Overstrength Omega0:X=2.5,Z=2.5 <br /> Seismic Redundancy Rho.X=1,Z=1 <br /> Wind Data: <br /> Speed=105.0 mph, Gust Factor=0.85, Exposure=C <br /> Roof Height=10.0 ft <br /> Desi n Groups <br /> Grou /Mesh Elements LL Factor Unit Desi n Sha e Overstren th S ecification <br /> COLUMN 3 1.00 0.79 HSS4x.125 No AISC ASD 2010 <br /> HIP 3 1.00 0.90 HSS2.875x.125 No AISC ASD 2010 <br /> Load Case Summary <br /> 3 Service Load Cases <br /> 8 Equation Combinations <br /> Load Combination Summary <br /> Equation Combination: .6D+.6W»+X <br /> Design Category:Allowable(ASD) <br /> Combination:0.60D+0.60W+X <br /> Contributing Cases&Source <br /> D(D) <br /> ASCE7-10 WINDUPLIFT AX(W+X) <br /> Equation Combination: 6D+.6W»+Z <br /> Design Category:Allowable(ASD) <br /> Combination:0.60D+0.60W+Z <br />� Contributing Cases&Source <br />' ASCE7-10 WINDUPLIFT BZ(W+Z) <br /> D(D) <br /> Page 1 <br /> VisualAnalysis 91.00.0013(www.iesweb.com) <br />
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