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5306 W McFadden Ave - DEF 1 - Plan
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5306 W McFadden Ave - DEF 1 - Plan
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Last modified
7/30/2025 5:00:13 AM
Creation date
7/30/2025 5:00:08 AM
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Plan
Permit Number
101124304
Full Address
5306 W McFadden Ave
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Project Number: 224730-1 <br />Project Location: Santa Ana, CA 92704 <br />AMERICANA OUTDOORS <br />STRUCTURAL CALCULATIONS <br />Page 1 of 25 <br />6/10/2025 <br />PROJECT DATA <br /> BUILDING Roof Type:MonoslopeRoof Width:22 ftRoof Length:56.5 ftEave Height:8 ftRoof Pitch:1 : 12 <br /> REFERENCE CODES International Building Code:IBC 2021American Society of Civi Engineers:ASCE 7-16Aluminum Association:American Institute of Steel Construction:AISC 360-16American Welding Society:AWS D1.1: 2016 <br /> CLASSIFICATION Risk Category:IIIOccupancy:U (non-separated use)Construction Type:II-BFloor Area:1243 sq. ft.Occupant Load: <br /> DEAD & LIVE LOADS Roof Dead Load:5 psfCollateral Dead Load:0 psfRoof Live Load:20 psf <br /> WIND Wind Importance Factor:1.00Basic Wind Speed:105 mph (3-second gust)Topography:Homogeneous (assumed)Surface Roughness:C (assumed)Wind Exposure:CEnclosure Classification:Open <br /> SNOW Snow Importance Factor:1.10Ground Snow Load:0 psf <br /> SEISMIC Seismic Importance Factor:1.25Soil Site Class:D (assumed)Spectral Response Acceleration, 0.2 Second, Ss = 1.335Spectral Response Acceleration, 1.0 Second, S1 = 0.477Spectral Response Coefficient, Sds = 1.068Spectral Response Coefficient, Sd1 = 0.58Seismic Design Category:DTransverse Seismic Force Resisting System:Steel Ordinary Cantilever Column SystemLongitudinal Seismic Force Resisting System:Steel Ordinary Cantilever Column SystemTransverse Response Modification Coefficient, RT = 1.25Longitudinal Response Modification Coefficient, RL = 1.25 <br />Aluminum Design Manual 2020 (ADM) <br />7 sq. ft./occupant = 177 occupants/shelter <br />DESIGN LOADS & CRITERIA <br />Page 3 of 111
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