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Lateral Analysis /BC 2015 <br /> UPSTATE JOB#: 1599 <br /> Description: PLAN 2573 <br /> Engineer: JBG <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 0 10 <br /> 1603.1.4 Wind Design Criteria [354] <br /> 1. Nominal/Ultimate Wind Speed VasdlVuit 85/110 mph F 1609.3(3)1372J <br /> 2. Risk Category II 1.00 ASCE7T6-1[77J <br /> 3. Wind Exposure Category 'B" 1609.4[3731 <br /> 4. Internal Pressure Coefficient +/-55 ASCE7F26.11-1[258J <br /> 5. Components and Cladding design pressure +/-16 psf ASCE7 30.2.213161 <br /> 1603.1.5 Earthquake Design Data [354] <br /> 1. Seismic Importance Factor le 1.00 ASCE 7 T 1.5-2151 <br /> 2. Short Period Acceleration SS 1.33 USGS Seismic Design Map Online <br /> 2. 1-Second Accelleration Si 0.47 USGS Seismic Design Map On/ine <br /> 3. Site Class D ASCE7T20.3-1[204J <br /> 4. Spectral response coefficient SDS 1.06 EQ 16-39[3871 <br /> 4. Spectral response coefficient Sol N/A EQ 16-40[387J <br /> 5. Seismic Design Category D T1613.3.5(1)and(2)1398J <br /> 6. Seis. Force Resisting System A.15. ASCE 7 T 12.2-1[73J <br /> 7. Design Base Shear 12288 lbs <br /> 8. Seismic Response Coefficient Cs 0.16 ASCE7EQ 1282[891 <br /> 9. Response Modification Factor R 6.5 ASCE7T 12.2--11731 <br /> 10. Analysis Procedure Equivalent Lateral Force ASCE7 T 126--1[88] <br /> 11. Risk Category II ASCE 7 T 11.6-21691 <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 />