710 N BROADWAY GREENSHIELDS INDUSTRIAL SUPPLY 2025-08-21

Custom Load Combinations Mid-Term Service Factors(formatted for LCFact FEA Solver) 1nse1(} Exclude L2 from Load Linking? Yes Comments Building Site Maps and Contours Wind Speed Contours Map Vcontours = 97.9 Eni/lir IBuilding Code Design Code for Load Combinations& International Building Code(IBC) Criteria IBC Code Edition IBC 2018 Design Code Full Name code= International Building Code(IBC)2018 Design Code Short Name code= IBC 2018 ASCE 7 Version for Loads ASCE7uersitASC=E 7-16 Building Risk Category II-Regular Building ASCE 7.16.Table 1.5 Site Parameters-Wind&Snow - Valid Building Code for Auto-Wind? Valid..tc,minYes Auto-Determine Wind Speed? No ASCE7-16.Figures 2654 At.D Custom Basic Wind Speed vinput = 110 nii/hr ASCE 7-16 Basic Wind Speed V = 110 ini/hr ASCE 7.16.Figures 2651 A to Elevation ElevationNUIx5=m Ground Elevation Above Sea Level zyrO1111d= 113 ft,2.3 it, C:Open terrain with scattered Exposure Category ASCE 7.16.CI 266 obstructions Ground Snow Load py = 25 pef ASCE 7-I6,C17.2 Site Parameters-Seismic I — --- ------- - — -- — - - — Valid Building Code for Auto-Seismic? ValidautoseisYo= Auto-Determine Seismic Parameters? No ASCE 7.16,Figures 265-1 Atop Site Class D-Default ASCE 7.16 UO 1.3821.48.fable 11.4-1 and 11A-2,ASCE Seismic Parameters Sparamg,input = Short-Period Spectral Acceleration S, Long-Period Spectral Acceleration S, Long-Period Transition Period Ti(+) 1.291 0.456 6 Design Short-Period Spectral Acceleration SDS,input = 0 Seismic Design Parameters I — - Short-Period Spectral Acceleration Ss = 1.29 ASCE7-16,Chp2'- Long-Period Spectral Acceleration St = 0.456 ASCE 7.16,Chp 22 Long-Period Transition Period TL = 6 s ASCE 7.16,Chp22 Design Short-Period Spectral Acceleration SDS = 0 I Special Criteria I a a Load Duration Factor for Snow C = 1.15 �j D,S rlOnl r1052018,C12.3.'_ IDeflection Criteria Additionally Include Simplified DL+(LL or No / z 25 SL)Service Load Combination? ,—�.,0 - 1� Greenfield Rev 3 Page 10 of 52