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Project: POE Central Marina Fuel Dock By: NAP <br /> 1qJff Location: Everett,WA Date: 4/11/2023 <br /> Checked By: <br /> Vending Shelter Wind Analysis Date: <br /> The following provides the design wind loads applied to the vending shelter. <br /> References <br /> International Building Code 2018 <br /> ASCE 7-16 Minimum Design Loads for Buildings and Other Structures <br /> AWC NDS 2018 <br /> ANSI/AWC SDPWS-2018 <br /> Building Geometry <br /> Wall width parallel to ridge Bx 14.670 ft East&West walls <br /> Roof width parallel to ridge 28.170 ft <br /> Wall width perpendicular to ridge By 7.000 ft North &South walls <br /> Wall height Z 8.500 ft <br /> Add'I dormer wall area 27.000 ftZ ghGCPnp <br /> Roof slope 26.500 deg q,GCP <br /> Roof length (each side) 7.500 ft <br /> Overhang perpendicular to ridge 2.000 ft z hGcp <br /> Overhang parallel to edge 2.000 ft <br /> Building Loads <br /> ELEVATION <br /> Lateral Loads Perpendicular to Ridge <br /> Windward wall <br /> Pressure 18.512 psf see separate calculation <br /> Load 2308 Ibs <br /> Leeward wall <br /> Pressure -13.023 psf see separate calculation <br /> Load -1624 Ibs <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 7.685 psf <br /> Load 724 Ibs <br /> Total 4657 Ibs <br /> Lateral Loads Parallel to Ridge <br /> Windward wall <br /> Pressure 18.512 psf see separate calculation <br /> Load Pwx 2703 Ibs assumes 2 walls loaded <br /> Leeward wall <br /> Pressure -13.023 psf see separate calculation <br /> Load Plx -1901 Ibs <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 7.685 psf <br /> Load 93 Ibs <br /> Total 4697 Ibs <br /> 1/4 <br />