2525 W CASINO RD BASE FILE 2025-01-03

Calculation: Wind C&C Wall&Parap 7_1613-41 Parapet Geometry and Design Criteria: W%nd wdpw" Lo"wdPMPd lad C-A L-d Cue b rap-(P-M Parapet Height above Grade: 53 ft p, Pj a A Parapet Height above Roof: 3.5 ft Parapet,Kz: 1.107 P, qP: 22.66 psf Internal Pressure Present?: No a !H Terrain Exposure Parameters: r~ a: 9.5 z : 900 ft Parapets:Roof External Pressure Coefficients,GCpf:(Ref.Sheet"C&C Roof 1") Zone Area(ft) 0 10 20 50 75 100 125 150 175 200 225 250 275 300 350 400 500 1 & 1'(+) 0.30 0.30 0.27 0.23 0.21 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 2&3(+) 1.00 1.00 0.95 0.88 0.85 0.82 0.81 0.79 0.78 0.77 0.76 0.75 0.75 0.74 0.73 0.72 0.70 1 (-) -1.70 -1.70 -1.58 -1.41 -1.34 -1.29 -1.25 -1.22 -1.19 -1.16 -1.14 -1.12 -1.11 -1.09 -1.06 -1.04 -1.00 1'(-) -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.85 -0.81 -0.78 -0.75 -0.72 -0.70 -0.68 -0.66 -0.63 -0.60 -0.55 2(-) -2.30 -2.30 -2.14 -1.93 -1.84 -1.77 -1.72 -1.68 -1.64 -1.61 -1.58 -1.56 -1.54 -1.52 -1.48 -1.45 -1.40 3(-) -2.30 -2.30 -2.14 -1.93 -1.84 -1.77 -1.72 -1.68 -1.64 -1.61 -1.58 -1.56 -1.54 -1.52 -1.48 -1.45 -1.40 Parapets:Load Case A-Windward Parapets:External Wind Loads,P(psf)in(LRFD) Zone Area(ft) 0 10 20 50 75 100 125 150 175 200 225 250 275 300 350 400 500 Ext.Side,4(+) 20.4 20.4 19.3 17.9 17.2 16.8 16.4 16.2 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Roof Side,4(-) -52.1 -52.1 -48.5 -43.7 -41.6 -40.1 -39.0 -38.0 -37.2 -36.5 -35.9 -35.3 -34.8 -34.4 -33.6 -32.9 -31.7 Ext.Side,5(+) 20.4 20.4 19.3 17.9 17.2 16.8 16.4 16.2 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Roof Side,5(-) -52.1 -52.1 -48.5 -43.7 -41.6 -40.1 -39.0 -38.0 -37.2 -36.5 -35.9 -35.3 -34.8 -34.4 -33.6 -32.9 -31.7 Parapets:Load Case B-Leeward Parapets:External Wind Loads,P(psf)in(LRFD) Zone Area(ft) 0 10 20 50 75 100 125 150 175 200 225 250 275 300 350 400 500 Ext.Side,4(-) -22.4 -22.4 -21.4 -19.9 -19.3 -18.8 -18.5 -18.2 -18.0 -17.8 -17.6 -17.4 -17.3 -17.1 -16.9 -16.7 -16.3 Roof Side,4(+) 20.4 20.4 19.3 17.9 17.2 16.8 16.4 16.2 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Ext.Side,5(-) -28.6 -28.6 -26.4 -23.5 -22.3 -21.4 -20.7 -20.1 -19.6 -19.2 -18.8 -18.5 -18.2 -17.9 -17.4 -17.0 -16.3 Roof Side,5(+) 20.4 20.4 19.3 17.9 17.2 16.8 16.4 16.2 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Use Case: A Parapets:Maximum External Wind Loads,P(psf)in(LRFD) Zone Area(ft) 0 10 20 50 75 100 125 150 175 200 225 250 275 300 350 400 500 4 72.5 72.5 67.8 61.6 58.9 56.9 55.4 54.2 53.2 52.5 51.9 51.3 50.8 50.4 49.6 48.9 47.7 5 72.5 72.5 67.8 61.6 58.9 56.9 55.4 54.2 53.2 52.5 51.9 51.3 50.8 50.4 49.6 48.9 47.7 Parapets:Maximum External Wind Loads,P(psf)in(ASD) Zone Area(ft) 0 10 20 50 75 100 125 150 175 200 225 250 275 300 350 400 500 4 43.5 43.5 40.7 37.0 35.3 34.2 33.2 32.5 31.9 31.5 31.1 30.8 30.5 30.2 29.8 29.3 28.6 5 43.5 43.5 40.7 37.0 35.3 34.2 33.2 32.5 31.9 31.5 31.1 30.8 30.5 30.2 29.8 29.3 28.6 / 13228 NE 20th St.,Suite 100,Bellevue,WA 98005 1 (425)614-0949 / Project: Casino Road RTU Pg.No: A-4 Address: 2525 Casino Rd,Everett,WA 98204 Date: 12/22/2023 AU E Client: ACCO Engineered Systems Job No.: 23454