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Project: POE Central Marina Fuel Dock By: NAP <br /> IqJff Location: Everett,WA Date: 4/11/2023 <br /> Checked By: <br /> Vending Shelter Wind Analysis Date: <br /> Uplift Perpendicular to Ridge <br /> Windward+leeward roof Worst case between A&B <br /> Pressure 7.685 psf see separate calculation <br /> Load,total 1453 Ibs <br /> Overhang <br /> Pressure 18.512 psf see separate calculation <br /> Load,total 1382 Ibs <br /> Total 2835 Ibs <br /> Uplift Parallel to Ridge <br /> Roof <br /> Pressure 27.660 psf <br /> Load 3466 Ibs <br /> Overhang <br /> Pressure 18.512 psf <br /> Load 1382 Ibs <br /> Total 4849 Ibs <br /> Shear Wall Loads(ASD) <br /> Wind loads above are LRFD per ASCE 7-16. Demands below are multiplied by 0.6 for ASD values. <br /> Case graphics are from ASCE Figure 27.3-8. <br /> N <br /> Case 1 09A <br /> A 'V <br /> —Y OAA <br /> a <br /> vam. <br /> P PL 52A v� ioze <br /> e PAY <br /> East-West Load (perpendicular to ridge) <br /> Total load 2794 Ibs 0.6*W <br /> Tributary width of walls <br /> North wall 9.335 ft <br /> Middle wall 12.085 ft <br /> South wall 6.750 ft <br /> Wall shear load <br /> North wall 926 Ibs <br /> Middle wall 1199 Ibs <br /> South wall 669 Ibs <br /> Length of resisting wall 7.000 ft <br /> Design shear load (max) 171 plf <br /> 2/4 <br />