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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 /> Attendant Building Vertical Analysis Date: <br /> The following provides the loads for the vertical studs, headers, and posts of the attendant building. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> Building Geometry <br /> East&west wall length 16.000 ft <br /> North&south wall length 10.000 ft <br /> Wall height 8.000 ft <br /> East&west overhang 2.000 ft <br /> Roof angle 45.000 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 238 plf <br /> North &south from roof 48 plf <br /> Wall load 100 plf <br /> Total wall load <br /> East&west 338 plf <br /> North &south 148 plf <br /> Post load 832 Ibs <br /> Total building dead load 20415 Ibs <br /> Live Loads <br /> Roof area load 20.000 psf see separate calculation <br /> Wall linear loads <br /> East&west wall from roof 140 plf <br /> North &south from roof 40 plf <br /> Post load 490 Ibs <br /> Total building live load 9200 Ibs <br /> Stud Design Load <br /> Stud spacing 2.000 ft <br /> Dead load 675 Ibs <br /> Live load 280 Ibs <br /> 1/1 <br />