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110.00 mph 19° <br />II Hip <br />C 0.85 <br />15.00 ft 1.00 <br />3.00 psf 0.85 <br />5.23 ft 1.00 <br />22.35 psf (0.00256*Kz*Kzt*Kd*Ke*(V^2)) <br />0.60 <br />750.00 lbs <br />1.50 <br />4.00 ft <br />3.20 ft <br />4.00 ft <br />3.20 ft <br />4.00 ft <br />3.20 ft <br />ROOF ZONE GCp (-) UPLIFT <br />1 -1.30 <br />2e & 3 -1.74 <br />2r -2.31 <br />D. Fir - S, 5/16" Lag Screw x 1, 2.5" Embedment <br />Max. Y - Spacing (Zone 2e & 3) = <br />Max. X - Spacing (Zone 2r) = <br />Max. X - Spacing (Zone 1) = <br />Max. Y - Spacing (Zone 1) = <br />Effective Wind Area <br />Effective Wind Area <br />12.80 ft² <br />BARUN CORP WIND UPLIFT CALCULATION <br />Roof 1 - 5 <br />IRENE HAWES RESIDENCE, 939 FAIRBOOK LANE, SANTA ANA, CA 92706 <br />Ultimate Wind Speed =Roof Pitch = <br />SITE INFORMATION <br />Hardware Type = Pegasus L-foot <br />Allowable Load = <br />Effective Wind Area <br />12.80 ft² <br />12.80 ft² <br />Risk Category = <br />Exposure Category = <br />Mean Roof Height = <br />Solar Array Dead Load = <br />DESIGN CALCULATIONS <br />Wind Velocity Pressure, qh = <br />Max. X - Spacing (Zone 2e & 3) = <br />a = <br />Roof Type = <br />Wind Directionality Factor, Kd = <br />Topographic Factor, Kzt = <br />Velocity Pressure Exposure Coefficient, Kz = <br />Ground Elevation Factor, Ke = <br />Exposed Condition <br />Max. Y - Spacing (Zone 2r) = <br />-26.17 psf 334.97 lbs <br />UPLIFT PRESSURE PULLOUT FORCE <br />-13.99 psf 179.04 lbs <br />-19.33 psf 247.37 lbs <br />NOTE: <br />Barun Corp | Design and Engineering | 610.202.4506 | chrisk@baruncorp.com | www.baruncorp.com <br />939 W Fairbrook <br />Ln07/19/23