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Lateral Analysis IBC 2015 <br /> UPSTATE JOB#: 0779 <br /> Description: Plan 1452 <br /> Engineer: amg <br /> Governing Code: 2015 International Building Code all references in right margin are 2015 <br /> IBC unless specifically noted otherwise. [Page numbers] <br /> 1603.1 General Design Criteria [353] <br /> Roof Walls Floors Snow Partitions <br /> Live Load(psf) 25 40 25 <br /> Dead Load(psf) 15 10 10 10 <br /> 1603.1.4 Wind Design Criteria [354] <br /> 1. Nominal/Ultimate Wind Speed VesdNUIt 85/110 mph F 1609.3(3)(3721 <br /> 2. Risk Category II 1.00 ASCE7 T6-1/77J <br /> 3. Wind Exposure Category "B" 1609.4[373] <br /> 4. Internal Pressure Coefficient +/-55 ASCE 7F26.11-1[258] <br /> 5. Components and Cladding design pressure +/- 16 psf ASCE 7 30.2.2(316] <br /> 1603.1.5 Earthquake Design Data [354) <br /> 1. Seismic Importance Factor le 1.00 ASCE 7 T 1.5-2[5] <br /> 2. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online <br /> 2. 1-Second Accelleration S1 0.4 USGS Seismic Design Map Online <br /> 3. Site Class D ASCE 7T20.3-1/204J <br /> 4. Spectral response coefficient SDS 0.83 EQ 16-39[387J <br /> 4. Spectral response coefficient SD1 0.43 EQ 16-40[387] <br /> 5. Seismic Design Category D T1613.3.5(1)and(2)[398] <br /> 6. Seis. Force Resisting System A.15. ASCE 7 T 122-1[73] <br /> 7. Design Base Shear 5887 lbs <br /> 8. Seismic Response Coefficient Cs 0.13 ASCE7EQ 128-2[89J <br /> 9. Response Modification Factor R 6.5 ASCE 7 T 122-1(73J <br /> 10. Analysis Procedure Equivalent Lateral Force ASCE 7T 126-1/88J <br /> 11. Risk Category l l ASCE 7 T 11.6-2(69/ <br /> Table of Contents <br /> 0.0 General Lateral Design Criteria <br /> 1.0 Determination of Wind Forces <br /> 2.0 Determination of Seismic Forces <br /> 3.0 Allowable Stress Design Loads <br /> 4.0 Shear walls in the Front to Rear Direction <br /> 5.0 Shear walls in the Side to Side Direction <br /> 6.0 Shear flow calculations <br /> 7.0 Appendix <br /> Version 7.0 Pg 0.1 <br />