Laserfiche WebLink
Job Name: Indo Chinese Islamic Center Solar Canopy . <br />Job No.: 24-0076 Sheet No.: . <br />By: JKC Date: Jan-24 . <br />Applicable Code: ASCE 7-16 <br />Structure Frame Shape Type: Semi-Cantilever Number of Panels Parallel to Beam: 6 <br />Horizontal Width: 22.1 ft Length of Panel Parallel to Beam: 44.6 in <br />Mean Roof Height: 13.7 ft Spacing Between Solar Panels: 0.25 in <br />Eave Height: 10 ft <br />Column Spacing / Tributary to Frame: 18 ft <br />Roof Slope: 10 degrees <br />Column Location from End of Beam: 175.2 in <br />Purlin Type: Solar Purlin <br />Purlin Depth from Base of Roof: 8 in <br />Number of Purlins at each frame: 7 <br />Dead Load of Solar Panel: 3 psf <br />Dead Load of Purlins: 4 plf <br />Risk Category: II Roof Live Load on Solar Panel: 12 psf <br />Basic Wind Speed: 95 mph Roof Live Load Unreducible <br />Wind Exposure Category: C <br />MWFRS Velocity Pressure Coeffecient: 0.85 <br />CC Velocity Pressure Coeffecient: 0.85 <br />Topographic Factor: 1 <br />Wind Directionality Factor: 0.85 <br />Gust Effect Factor: 0.85 <br />Short Period Spectral Response Acceleration Ss: 1.284 <br />1 Second Spectral Response Acceleration S1: 0.458 <br />Soil Site Class: D <br />Short Period Site Coefficient (at 0.2 sec period) Fa: 1.2 <br />Long Period Site Coefficient (at 1.0 sec period) Fv: 1.842 <br />Spectral Response Acceleration at short Periods Sms: 1.5408001 <br />Spectral Response Acceleration at a Period of 1 sec Sm1: 0.843636 <br />Spectral Response Acceleration Parameter at Short Periods Sds: 1.027 <br />Spectral Response Acceleration Parameter of 1 sec Sd1: 0.562 <br />Redundancy Factor r1 Perpendicular to the Frame: 1 <br />Redundancy Factor r2 Parallel to the Frame: 1.3 <br />Response Modification Factor R: 1.25 <br />Overstrength Factor Wo: 1.25 <br />Deflection Amplification Factor Cd: 1.25 <br />Seismic Importance Factor Ie: 1 <br />Long Period Transition Period TL: 8 <br />Purlins are even spaced along frame <br />Gravity Loads <br />Solar Canopy Frame Description and Loads <br />Structure Description Solar Panel Description <br />Lateral Loads <br />Wind <br />Seismic <br />Page &R&RF:\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Canopy Prog Release 2302241F:\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Canopy Prog Release 2302241 <br />5 1610 E First St - 101118465 & <br />201822505/7/2024