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Lateral Analysis„ IBC2018 <br />UPSTATE JOB#: 1373 <br />Description: PLAN 1498 <br />Engineer: amg <br />Governing Code: 2018 International Building Code all references in right margin are 2018 <br />IBC unless specifically noted otherwise. <br />1,603.1 General Design Criteria <br />Roof <br />Walls <br />Floors <br />Snow <br />I Partitions <br />Live Load (psfl <br />25 <br />40 <br />25 <br />Dead Load (psf) <br />15 1 <br />10 <br />10 <br />1 10 <br />1603.1.4 Wind Design Criteria <br />1. Basic /ASD Wind Speed V/Vasd 110/85 mph F 1609.3(1) <br />2. Risk Category 11 1.00 ASCE7T 1.5-1 <br />3. Wind Exposure Category "B" 1609.4 <br />4. Internal Pressure Coefficient +/-0. 55 ASCE7F26.13-1 <br />5. Components and Cladding design pressure +/- 16 psf ASCE 7 30.2.2 <br />1603.1.5 Earthquake Design Data <br />1. Risk Category <br />2. Seismic Importance Factor <br />3. Short Period Acceleration <br />1-Second Accelleration <br />4. Site Class <br />5. Spectral response coefficient <br />Spectral response coefficient <br />6. Seismic Design Category <br />7. Seis. Force Resisting System <br />8. Design Base Shear <br />9. Seismic Response Coefficient <br />10. Response Modification Factor <br />11. Analysis Procedure <br />Table of Contents <br />0.0 <br />1.0 <br />2.0 <br />3.0 <br />4.0 <br />5.0 <br />6.0 <br />7.0 <br />ASCE 7 T 1.5-1 <br />IQ <br />1.00 <br />ASCE 7T 1.5-2 <br />Ss <br />1.25 <br />USGS Seismic Design Map Online <br />S i <br />0.4 <br />USGS Seismic Design Map Online <br />D <br />ASCE 7 T20.3-1 <br />SDS <br />0.83 <br />EQ 16-38 <br />SD, <br />N/A <br />EQ 16-39 <br />D <br />T 1613.23(1) and (2) <br />A.15. <br />ASCE 7 T 72.2-1 <br />5863 <br />lbs See Page 3.0 <br />CS <br />0.13 <br />ASCE 7EQ 1282 <br />R <br />6.5 <br />ASCE 7T 12.2--1 <br />Equivalent <br />Lateral Force ASCE712.8 <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 />Version 7.0 Pg 0.1 <br />