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SIMPLE ENGINEERING <br />Risk Category (ASCE 7 Table 1.5-1)=II <br />=95 mph <br />=C <br />1.0 <br />Zone A =19.5 <br />Zone C =16.0 <br />1.00 <br />ASD Modification factor 1.0 <br />λKztIps30 19.5 psf <br />=12.50 ft <br />=8.00 ft <br />=10.25 ft <br />0.4h mean =4.10 ft <br />=25.00 ft <br />0.1b =2.50 ft <br />End zone dimension: <br />=2.50 ft <br />=5.00 ft <br />=19.10 ° <br />=0.00 ft <br />=8.00 ft <br />=4.50 ft <br />=49.00 ft <br />=47.00 ft <br />=27.00 ft <br />=25.00 ft <br />Wind Pressure, PS = <br />Wind Analysis <br />Main Wind-Force Resisting System (MWFRS) <br />Per ASCE 7-16 Section 28.5 Enclosed Simple Diaphragm Low Rise buildings <br />Basic Wind Speed (V) (ASCE 7 Figure 26.5-1A) <br />Exposure Category (ASCE 7 Section 26.7) <br />Topographic Factor (Kzt) (ASCE 7 Section 26.8-1/2) <br />Simplified Design Wind pressure (ps30)End Zone <br />Interior Zone <br />Adjusted factor for building height and Exposure (λ) <br />Height of First Floor (hf) <br />Per ASCE Section 28.4.4, The wind load to be used in the design of the MWFRS for an <br />enclosed or partially enclosed building shall not be less than 16 psf <br />OK <br />Building Geometry <br />Total Height of the Building <br />Total Eave Height <br />Mean Roof Height, hmean <br />Least horizontal building dimension (b) <br />a = lesser of 0.4hmean or 0.1b <br />Length of end zone = 2a <br />Slope of Roof (Rslope) <br />Height of Second Floor (hr) <br />Height of Gable Roof (hgable) <br />Roof Length (LR) <br />Floor Length (LF) <br />Roof Width (WR) <br />Floor Width (WF) <br />14 <br />2314 S Warbler St <br />ADDITION12/12/2024