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JOB NAME:JOB NO:SHEET NO: <br />ADDRESS:ENGINEER:DATE: <br />v.1.5 <br />Along Longitudinal Direction (Along Roof Ridge or Left to Right Direction ) <br />Seimic Forces: <br />Roof <br />Wind Load: <br />Roof <br />Zone A Zone C <br />17.3 16.0 <br />3.9 35.1 <br />4.4 6.0 <br />297.3 3387.15 <br />3684.5 lbs (ASCE 7-16 29.8) <br />90 plf <br />54 plf <br />Zone A Zone C Zone A Zone C <br />17.303 16 17.303 16 <br />N/A N/A N/A N/A <br />N/A N/A N/A N/A <br />#VALUE! #VALUE!#VALUE! ####### <br />#VALUE! lbs #VALUE! lbs <br />#VALUE! plf N/A plf <br />#VALUE! plf #VALUE! plf <br />Governing Forces: <br />255 plf <br />Wind Pressure (psf): <br />Tributary Width (ft): <br />Seismic Load Governs <br />Tributary Height (ft): <br />Wind Force (lbs): <br />Total Wind Force: <br />Distributed Wind Force: <br />ASD Total Wind Force: <br />Distributed Wind Force: <br />ASD Total Wind Force: <br />Tributary Height (ft): <br />Wind Force (lbs): <br />Total Wind Force: <br />ASD Total Wind Force: <br />Wind Pressure (psf): <br />Tributary Width (ft): <br />Tributary Height (ft): <br />Wind Force (lbs): <br />Total Wind Force: <br />Distributed Wind Force: <br />Roof Level Governing Lateral Load = <br />Wind Pressure (psf): <br />Tributary Width (ft): <br />410 E Virginia Ave , Santa Ana , CA 92706 L.L.8/21/2024 <br />Seismic and Wind Design - Lateral Force <br />PRIVATE RESIDENCE 2024-024 <br />255 <br />Per 2022 California Building Code, Chapter 16 and ASCE 7-16 <br />Story Shear <br />10451 <br />lbs <br />Distributed Length <br />ft <br />41 <br />Distributed Shear Force <br />plf <br />8 410 E Virginia Ave <br />12/16/2024