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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 /> Vending Shelter Vertical Analysis Date: <br /> The following provides the loads for the vertical studs and headers of the vending shelter. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> Building Geometry <br /> Wall-to-wall width parallel to ridge 6.000 ft <br /> Wall width perpendicular to ridge 7.000 ft <br /> Wall height 8.000 ft <br /> Roof overhang 2.000 ft <br /> Roof angle 26.500 deg <br /> Roof truss spacing 24.000 in <br /> Dead Loads <br /> Area loads <br /> Roof 24.000 psf see separate calculation <br /> Wall 12.500 psf see separate calculation <br /> Wall linear loads <br /> East&west from roof 147 plf <br /> North, middle,&south from roof 48 plf <br /> Wall load 100 plf <br /> Total wall load <br /> East&west 247 plf <br /> North &south 148 plf <br /> Post load 996 Ibs <br /> Total building dead load 9024 Ibs <br /> Estimated equipment load 2000 Ibs <br /> Total dead load on float 11024 Ibs <br /> Live Loads <br /> Roof area load 20.000 psf see separate calculation <br /> Wall linear loads <br /> East&west wall from roof 110 plf <br /> North &south from roof 40 plf <br /> Post load 743 Ibs <br /> Total building live load 4850 Ibs <br /> Stud Design Load <br /> Stud spacing 2.000 ft <br /> Dead load 495 Ibs <br /> Live load 220 Ibs <br /> 1/1 <br />