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I Lateral Analvsis <br /> �souo smucrwu sownas <br /> s0610013 • ' • • • • ' i <br /> Dana�reen - Plan 1886 -Garage Option :iiie ccm�ve w-�rrNw000,w�veo� <br /> PH:425-778-I023 - FA%:MO-260�7190 <br /> Goveming Code: All references in right margin are 2003 IBC unless specificiy noted _�,� �7 S <br /> 1603.1 G neral Desian Criteria - — -- - — - 1��`� �_'?'� ', <br /> Design Loads p�ad ���e Snow Seimic � � <br /> flat roo Mass I <br /> Roof 15 20 25 IS ��21� <br /> Floor 10 40 ----- 10 ��o� <br /> Wall 10 ----- ----- 10 �� <br /> I 1603.1.4 Wind Desian Criteria l � <br /> mwc tyt0 <br /> 1. Basic Wind Speed 85 mp <br /> 2. Wind Importance Fador IW 1.00 T1604.5[272J <br /> 3. Wind Exposure Category B 1609.4(?90J <br /> 4. Intemal Pressure Coefficient +/- 55 ', ASCE7F6-5[49J <br /> � 5. Components and Cladding design pressure +/- SO psf i 1609.6.L1.1(291J <br /> � Topographic Factor Krt 1.00 6.5.7.1[30J <br /> I1603.1.5 Earthauake Design Data ! <br /> 1. Seismic Importance Factor IE 1.00 �i T1604.5(2T1J <br /> , 2. Short Penod Acceleration SS 1.250 � F1615(1)(304J <br /> 2. 1-Second Accelleretion S� 0.410 ' F1615(1,'(3P4j <br /> .. 3. Site Class D T:615.1.1[311J <br /> 4. Spectral response ccefficient Sps 0.83 � Eq16-3B/40[311J <br /> 4. Spectral response ccefficient So� 0.43 EQ 16-39/4![322J <br /> , 5. Seismic Design Category D 1616.3(326J <br /> � 6. Seis. force Resisting System 1. K. ' T1617.6.2[334J <br /> 7. Design Base Shear 8332 Ibs ! <br /> B. Seismic Response Ccefficient CS 0.128 I EQ 9.5.5.2.1-1 <br /> 9. Response Modification Factor R 6.5 T1617.6.1(339J <br /> 10. Analy5i5 Procedure used -- — _ Sirnplified � 1617..5[331J <br /> Table of Contents <br /> DC General Lateral Design Criteria Z <br /> WF Determination of Wind Forces CG�U � ' UZ- <br /> EF Determination of Earthquake Forces <br /> DL Allowable Stress Design Loads , \ <br /> FR Shear walls in the Transverse Direction �� �� -�,�-c� �� 6+�F�J <br /> SS Shear walls in the Longitudinal Direction ` �J <br /> SW Shear flow calculations <br /> HD Horizontal Diaphragm Calculations <br /> SCH Shearwall and Holdown Schedule <br /> V 2-2 DC 2 <br />