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PROJECT TITLE:Hiner Partners <br />PROJECT ID:QR-20230908-45506 <br />Name:Solar Symphony Construction, Inc.Designed By: SK <br />Address:1605 E 4th St Product: RM5 <br />City, State:Santa Ana, CA 92701, USA 480 Watt Panels <br />Module:Hanwha/Q-Cells Q.Peak Duo XL-G10.2-1349 Sq Ft. <br />480 Watts 21.1 kWs <br />Risk Category II ← Table 1.5-1 (ASCE 7-16) <br />Importance Factor, IS 1 ← Table 1.5-2 (ASCE 7-16) <br />Exposure Category B ← Sec on 26.7 (ASCE 7-16) <br />Exposure Factor, Ce 1 ←Table 7.2 (ASCE 7-16) <br />Thermal Factor, Ct 1 ←Sec on C7.8 (ASCE 7-16) <br />Ground Snow, pg 0 psf <br />Tilt Angle 5° <br />Flat Roof Snow Load, pf = 0.7CeCtIspg 0.0 psf '← Equa on 7.3-1 (ASCE 7-16) <br />Minimum Snow Load, pm <br />For pg ≤ 20 psf 0.0 psf ← Sec on 7.3.4 (ASCE 7-16) <br />For pg > 20 psf 20.0 psf ← Sec on 7.3.4 (ASCE 7-16) <br />Slope Factor, Cs 1 ← Figure 7-2a (ASCE 7-16)* <br />Sloped Roof Snow Load, ps = Cspf 0.0 psf ← Equa on 7.4-1 (ASCE 7-16)* <br />9-9-23 2:47 PM <br />SNOW DESIGN <br />PROJECT REPORT <br />VERSION:INT 10.20.22 <br />SNOW DESIGN <br />*Section C7.8 states "collectors should be designed to sustain a load calculated by using the "unobstructed slippery surfaces" curve in <br />Fig. 7-2a." This indicates that Ct ≤ 1.0. Per Figure 7-2a for a roof slope of 5° with the unobstructed slippery surfaces graph, Cs = 1.0. <br />9 <br />1605 E 4th St - 101113848 and <br />20178713 <br />11/15/2023