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JOB NAME:JOB NO:SHEET NO: <br />ADDRESS:ENGINEER:DATE: <br />PRIVATE RESIDENCE 2024-024 <br />Per 2022 California Building Code, Chapter 16 and ASCE 7-16 <br />Seismic and Wind Design Criteria <br />8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706 <br />Wind Loads (Enclosed Simple Diaphragm Low-rise Buildings) <br />95 mph (ASCE7-16 Figure 26.5) <br />C (ASCE 7-16 26.7.3) <br />Yes <br />8 ft <br />2.5 /12 11.768 Degree <br />4.06 ft <br />Simplified Design Wind Pressure, Ps30 (psf)(ASCE 7-16 Figure 28.6-1) <br />Zone A = 16.1 psf <br />Zone B = -6.7 psf Notation: <br />Zone C = 10.7 psf 3.9 ft Minimum Load Requirement <br />Zone D = -3.9 psf 6 ft Zone A = 16 psf <br />Zone E =-24.1 psf 1.56 ft Zone B =8 psf <br />Zone F = -10.5 psf 3.9 ft Zone C = 16 psf <br />Zone G =-18.8 psf 7.8 ft Zone D =8 psf <br />Zone H = -8.1 psf Zone E = 0 psf <br />For Case B, use q =0 Zone F = 0 psf <br />Zone G = 0 psf <br />Zone H = 0 psf <br />15 ft <br />1.21 (ASCE 7-16 Figure 28.6-1) <br />Kzt =1.0 (ASCE 7-16 26.8.2 & Figure 26.8-1) <br />Adjusted Design Wind Pressure, ps = lKztps30 (ASCE 7-16 Equation 28.6-1 & 28.6.4) <br />Zone A = 19.48 psf <br />Zone B =8 psf <br />Zone C = 16 psf <br />Zone D =8 psf <br />Zone E =0 psf <br />Zone F =0 psf <br />Zone G =0 psf <br />Zone H =0 psf <br />Exposure Categories: <br />Mean Roof Height = <br />Adjustment Factor, l= <br />Roof Pitch: <br />Roof Height Above Eave: <br />10% of W or L: <br />0.4h: <br />4% of W or L: <br />a = <br />2a = <br />Eave Height: <br />Eave Overhangs: <br />Design Wind Load Speed: <br />5 410 E Virginia Ave <br />12/16/2024