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Lateral Analvsis !BC 2009 <br />JOB #: 0284 <br />Description: MADISON CAR WASH COVER <br />Engineer: amg <br />Goveming Code: 2009 International Building Code all references �n right margin are <br />2009 IBC unless specifically noted otherwise. [Page numbers] <br />1603.1 General Desiqn Criteria f3041 <br />1603.1.4 Wind Desiqn Criteria f3041 <br />1. Basic Wind Speed 85 <br />2. Wind Importance Faaor �w 1.00 <br />3. Wind Exposure Category '�8�� <br />4. Internal Pressure Coefficient +l- 55 <br />5. Components and Cladding design pressure +/- 10 <br />1603 1 5 Earthquake Desiqn Data f3051 <br />1. Seismic Importa�ce Factor <br />2. Short Period Acceleration <br />2 1-Second Accelleration <br />3. Site Class <br />4. Spectral response coefficient <br />4 Spectral response coefficient <br />5. Seismic Design Category <br />6. Seis. Force Resisting System <br />7 Design Base Shear <br />n Seismic Response Coefficient <br />9 Response Modification Factor <br />10. Analysis Procedure used <br />Table of Contents <br />0.0 <br />1.0 <br />2.0 <br />3.0 <br />4.0 <br />5.D <br />6.0 <br />7.0 <br />It <br />SS <br />J� <br />Sos <br />SD7 <br />CS <br />R <br />1.00 <br />1.25 <br />0.4 <br />D <br />0.83 <br />mph F 1609 (320J <br />ASCE 7 T 6-1 j77/ <br />1609.4 (325/ <br />ASCE 7 F 6-5 �47] <br />psf ASCE 7 6.4.2.1.1 (2d] <br />0.43 <br />D <br />A.13. <br />344 Ibs <br />0.13 <br />6.5 <br />Simplified <br />General Lateral Design Criteria <br />Determination of Wind Forces <br />Determination of Seismic Forces <br />Allowable Stress Design Loads <br />Shear walls in the Front to Rear Direction <br />Shear walls in the Side to Side Direction <br />Shear flow calculations <br />Appendix <br />ASCE 7 T 11.5-1 �116] <br />F1613.5(1) �348J <br />F1613.5(2) j350] <br />T 1613.5.2 (341 J <br />EQ 16-36/38 (340-2] <br />EQ 16-37/39 �340-2J <br />T16�3.5.6(i) and (2) (343J <br />ASCE 7 T 122-1 (120J <br />ASCE 7 EQ 12.8-2 j129) <br />ASCE 7 T 12.2-1 (120] <br />ASCE 7 12J4 (135] <br />Version 7 0 P9 �'� <br />