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Lateral Analysis IBC 2003 <br />R&A Job #: 05-725 <br />Description: Plan # 2278 <br />Engineer: AS <br />Governing Code: 2003 International Building Code all references in right margin are <br />2003 IBC unless specificly noted otherwise. [Page numbers] <br />1603.1 General Design Criteria [2691 <br />Roof <br />Walls <br />Floors <br />Snow <br />I Partitions <br />Live Load (ps0 <br />25 <br />40 <br />25 <br />Dead Load (psfl <br />15 <br />10 <br />10 <br />0 <br />10 <br />1603.1.4 Wind Design Criteria [2701 <br />1. Basic Wind Speed 85 mph F 1609 [284] <br />2. Wind Importance Factor IW 1.00 T1604.5 [272] <br />.3. Wind Exposure Category "B" 1609.4 [290] <br />4. Internal Pressure Coefficient +/- 55 ASCE 7 F 6-5 [49] <br />5. Components and Cladding design pressure +/- 10 psf 1609.6.2.1.1 [291] <br />1603.1.5 Earthquake Design Data [2701 <br />1. Seismic Importance Factor <br />IE <br />1.00 <br />T1604.5[2721 <br />2. Short Period Acceleration <br />SS <br />1.25 <br />F1615(1) [304] <br />2. 1-Second Accelleration <br />S1 <br />0.4 <br />F1615(2) [304] <br />3. Site Class <br />D <br />T1615.1.1 [322] , <br />4. Spectral response coefficient <br />Sos <br />0.83 <br />EQ 16-38140 [322] <br />4. Spectral response coefficient <br />SDI <br />0.43( <br />EQ 16-39141 [3221 <br />5. Seismic Design Category <br />D <br />1616.3 [3261 <br />6. Seis. Force Resisting System <br />1. K. <br />T1617.6.2 [334] <br />7. Design Base Shear <br />10508 lbs <br />8. Seismic Response Coefficient <br />CS <br />9. Response Modification Factor <br />R <br />6.5 <br />T1617.6.2 [334] <br />10. Analysis Procedure used <br />Simplified <br />1617.5 [331] <br />Table of Contents <br />0.0 <br />General Lateral Design Criteria <br />1.0 <br />Determination of Wind Forces <br />2.0 <br />Determination of Seismic Forces <br />3.0 <br />Allowable Stress Design Loads <br />4.0 <br />Shear Walls in the Front to Rear Direction <br />5.0 <br />Shear walls in the Side to Side -Direction <br />6.0 <br />Shear flow calculations <br />7.0 <br />Appendix <br />0 <br />Version 7.0 <br />Pg 0.1 - <br />