Laserfiche WebLink
Project: POE Central Marina Fuel Dock By: NAP <br /> 1qJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Attendant Building Wind Analysis Date: <br /> The following provides the design wind loads applied to the attendant building. <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 perpendicular to ridge Bx 16.000 ft East&West walls <br /> Wall width parallel to ridge By 10.000 ft North &South walls <br /> Wall height Z 8.500 ft <br /> CCP qh GCp <br /> Add'I dormer wall area 32.000 ft2 qh <br /> Roof slope 45.000 deg q,GCP <br /> Roof length (each side) 8.500 ft <br /> Overhang perpendicular to ridge 2.000 ft z h ghGcp <br /> Overhang parallel to edge 5.000 ft <br /> I�cal <br /> Building Loads <br /> ELEVATION <br /> Lateral Loads Perpendicular to Ridge <br /> Windward wall <br /> Pressure 18.512 psf see separate calculation <br /> Load 3110 Ibs <br /> Leeward wall <br /> Pressure -13.023 psf see separate calculation <br /> Load -2188 Ibs <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 24.216 psf <br /> Load 3236 Ibs <br /> Total 8534 Ibs <br /> Lateral Loads Parallel to Ridge <br /> Windward wall <br /> Pressure 18.512 psf <br /> Load Pwx 2166 Ibs <br /> Leeward wall <br /> Pressure -13.023 psf <br /> Load Plx -1524 Ibs <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 24.216 psf <br /> Load 1490 Ibs <br /> Total 5179 Ibs <br /> Uplift Perpendicular to Ridge <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 24.216 psf <br /> Load 3784.235 Ibs <br /> Overhang <br /> Pressure 18.512 psf <br /> Load 1925 Ibs <br /> Total 5709 Ibs <br /> 1/3 <br />