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Project: POE Central Marina Fuel Dock By: NAP <br /> 1qJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Building Load Calculations Date: <br /> The following provides the design criteria and loads applied to the buildings on the fuel dock. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> General <br /> Risk category II <br /> Surface roughness category D <br /> Dead Loads <br /> Roof <br /> Metal roofing 1.500 psf <br /> 6" rigid insulation 9.000 psf <br /> 3/4"wood sheathing 3.000 psf <br /> Prefab wood trusses 5.000 psf <br /> 5/8"gyp ceiling 2.500 psf <br /> Lighting&mechanical 3.000 psf <br /> Total 24.000 psf <br /> Wall <br /> Siding 1.500 psf <br /> 3/4"wood sheathing 3.000 psf <br /> 2X6 @ 16"studs 3.000 psf <br /> 5.5" loose insulation 2.500 psf <br /> 5/8"gyp finish 2.500 psf <br /> Total 12.500 psf <br /> Live Loads <br /> Roof live load Lr 20.000 psf <br /> Snow Loads <br /> Ground snow load pg 15.000 psf ASCE Table 7.2-5 <br /> Exposure factor Ce 0.800 ASCE Fig.7.3-1 <br /> Thermal factor Ct 1.200 ASCE Fig.7.4-1 <br /> Importance factor Is 1.000 ASCE Table 1.5-1 <br /> Flat roof snow load pf 10.080 psf =0.7Ce*Ct*Is*pg <br /> Roof live load controls over snow load,snow load not considered in design calculations. <br /> Seismic Loads <br /> Buildings are located on a float,seismic loads are not applicable. <br /> 1/3 <br />