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MUdiMRIMw- PROJECT HO.: MN05355B-18V0 ENGINEER: LKN <br /> TITLE: LOADING CALCULATIONS CHECKED: HML <br /> _ DATE: 2/14/2018 <br /> DESCRIPTION: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 2 <br /> Building Type = Not habitable / Similar to Greenhouses & Lath Houses <br /> Loading Design Criteria: IBC/ASCE 7 - Design Requirements / Criteria <br /> Live Loads: Roof loads LLrf:= 20.0•psf <br /> Ground Snow Load GLsnow 50.0•psf <br /> Floor Load NA <br /> Wind Loads: Wind Speed (Ultimate) Vult:= 115 mph <br /> Exposure Category D <br /> Importance Factor I:= 1.00 <br /> Risk Category II <br /> Terrain Category I <br /> Seismic Spectral Response Ss:= 0.050 g <br /> Parameters: Short Period <br /> Importance Factor IE:= 1.00 <br /> Occupancy Category I <br /> Site Class D (default when unknown) <br /> Response Modification Rcoef:= 3.5 <br /> Coefficient <br /> Dead Loads: Determined from materials data used in construction of the Enclosure building. <br /> ROOF: The roof is tapered from the ridge to the edges, with Glass panels, Aluminium Purlins, light <br /> fixtures & extras: <br /> DLrf:= 4.50•psf - M i n <br /> WALLS: The walls are made of glass panels, aluminium framing and attachments: <br /> DLwl:= 4.50•psf - M i n <br /> FLOOR: Not part of Structure frame itself <br /> TOTAL BUILDING WEIGHT: WTbldg 14.3-kip From (FEM) Model <br /> Momres WTbldg'Wb2 Momres= 240.121-ft_K <br /> 2 <br /> MN05355B-18V0_I BC-12_Loading.xncd <br />