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� Series 200 �(� r CkTM <br /> �� � <br /> Structural Report and Calculations • <br /> Table of Contents <br /> Section Pnge <br /> Cover Letter � 1 � <br /> Summaiy Report 2 to 96 <br /> Building Deperrtn�ent Suppor�t Cnlculntions <br /> Design Notes and Specifications C 1 <br /> Sketches and Details C2 <br /> Wind Calculations ASCE 7-10 C3 <br /> � Seismic Calculations ASCE 7-10 C4 <br /> Snow Load Calculations ASCE 7-10 CS <br /> Required Number of Rails for Four 39" X 65" PV Panels C6-7 <br /> Required Number of Rails for Four 39" X 78" PV Panels C8-9 <br /> Required Number of Rails for Three 39" X 65" PV Panels C10-11 <br /> Required Number of Rails for Three 39" X 78" PV Panels C12-13 <br /> Pipe Rail Specifications C14 <br /> Non Consti•ained Footing Calculations C 15 <br /> Grade Beam Calculations C16 <br /> Brace A Calculation for Axial Forces C17-18 <br /> Brace C Calculation for Axial Forces C 19-20 <br /> Brace D Calculation for Axial Forces C21-22 <br /> Brace E Calculation for Axial Forces C23-24 <br /> Brace F Calculation for Axial Forces C25-26 <br /> 2D Frame Analysis for Example (90 mph Exp. C with 20 degree Tilt Angle) C27-29 <br /> Appendix A: ASCE-2010 to 2045 conversion sheet A1 <br /> NSSE 5022 Sunrise Boule��ard Pair Oaks CA 95628(916)536-9585 Page 3 <br />