3003 W CASINO RD BLDG 40-55 2025-05-28

111Ce �r project Boeing Northline by TK sheet no. r, location Seattle dale 6/5/2023 �"' Client Boeing job no. 1601 Sth Avenue,Suite 1600 Seattle,WA 98101 206622-5822 Wind Calculations Wind Load Calculations - Components & Cladding (Y-Direction) 1.0W Calculations based on ASCE 7-16 Section 30.5 for buildings with h>60 ft Wind Speed,V= 98 mph Fig.26.5-1 p=q'G'Cp-qi*(GCpi) Eq.30.5-1 Building Enclosure Enclosed Sec.26.12,Tab.26.13-1 G= 0.83 Eq.26.11-6 Building Height,h= 66 ft GCpi(+/-) 0.18 Tab.26.13-1 Risk Category II Tab.1.5-1 qz= 20.9 *Kz'Kn psf Eq.26.10-1 Kd= 0.85 Tab.26.6-1 KzLroot= 1.00 RI= 1.00 Eq.26.13-1 Kh= 1.15 Tab.26.10-1 Width(I to wind) 320 ft qh= 24.1 psf Eq.26.10-1 Length(II to wind) 100 ft Building Period,T= 0.02 sec Roof Type=Flat/Hip/Gable Roof(0 5 7'&h>60')Fig.30.5-1 Exposure Category C Sec.26.7.3 Wall GCp Factor= 1.0 Walls Factored Wind Pressures for Building Height and Area Ranges:X-Direction(psf) Fig.30.5-1 5 20 sf Area 100 sf Area >500 sf Area Windward Leeward Windward Leeward Windward Leeward GCp GCp GCp GC,, GC,, GCp GCp GCp GCp Height Range Zone 4,5 Zone 4 Zone 5 Zone 4,5 Zone 4 . a Zone 4,5 Zone 4 ..e 0.90 -0.90 -1.80 0.75 -0.80 -1.,I 0.60 -0.70 -1.0 t 480-500 37.6 -26.0 -47.7 32.1 -23.6 -38.0 26.5 -21.2 -28.4 460-480 37.3 -26.0 -47.7 31.8 -23.6 -38.0 26.3 -21.2 -28.4 440-460 37.0 -26.0 -47.7 31.6 -23.6 -38.0 26.1 -21.2 -28.4 420-440 36.7 -26.0 -47.7 31.3 -23.6 -38.0 25.9 -21.2 -28.4 400-420 36.4 -26.0 -47.7 31.1 -23.6 -38.0 25.7 -21.2 -28.4 380-400 36.1 -26.0 -47.7 30.8 -23.6 -38.0 25.5 -21.2 -28.4 360-380 35.7 -26.0 -47.7 30.5 -23.6 -38.0 25.3 -21.2 -28.4 340-360 35.4 -26.0 -47.7 30.2 -23.6 -38.0 25.0 -21.2 -28.4 320-340 35.0 -26.0 -47.7 29.9 -23.6 -38.0 24.8 -21.2 -28.4 300-320 34.6 -26.0 -47.7 29.6 -23.6 -38.0 24.5 -21.2 -28.4 '}e)' 'f 280-300 34.2 -26.0 -47.7 29.3 -23.6 -38.0 24.3 -21.2 -28.4 260-280 33.8 -26.0 -47.7 28.9 -23.6 -38.0 24.0 -21.2 -28.4 240-260 33.3 -26.0 -47.7 28.5 -23.6 -38.0 23.7 -21.2 -28.4 220-240 32.8 -26.0 -47.7 28.1 -23.6 -38.0 23.3 -21.2 -28.4 - 200-220 32.3 -26.0 -47.7 27.7 -23.6 -38.0 23.0 -21.2 -28.4 5 OO C 180-200 31.8 -26.0 -47.7 27.2 -23.6 -38.0 22.6 -21.2 -28.4 160-180 31.2 -26.0 -47.7 26.7 -23.6 -38.0 22.3 -21.2 -28.4 '• 140-160 30.5 -26.0 -47.7 26.1 -23.6 -38.0 21.8 -21.2 -28.4 t 120-140 29.9 -26.0 -47.7 25.6 -23.6 -38.0 21.4 -21.2 -28.4 WALL ELEVATION 100-120 29.0 -26.0 -47.7 24.9 -23.6 -38.0 20.8 -21.2 -28.4 90-100 28.0 -26.0 -47.7 24.1 -23.6 -38.0 20.1 -21.2 -28.4 ze 80-90 27.7 -26.0 -47.7 23.8 -23.6 -38.0 19.9 -21.2 -28.4 70-80 27.1 -26.0 -47.7 23.3 -23.6 -38.0 19.5 -21.2 -28.4 rA'--B---'--A,3 60-70 26.3 -26.0 -47.7 22.7 -23.6 -38.0 19.0 -21.2 -28.4 ' r a 50-60 25.6 -26.0 -47.7 22.0 -23.6 -38.0 18.5 -21.2 -28.4 40-50 24.8 -26.0 -47.7 21.4 -23.6 -38.0 18.0 -21.2 -28.4 0. O e 30-40 23.9 -26.0 -47.7 20.6 -23.6 -38.0 17.4 -21.2 -28.4 � L 20-30 22.8 -26.0 -47.7 19.7 -23.6 -38.0 16.6 -21.2 -28.4 15-20 21.3 -26.0 -47.7 18.4 -23.6 -38.0 16.0 -21.2 -28.4 ROOF PLAN -+ 0-15 20.3 -26.0 -47.7 17.7 -23.6 -38.0 16.0 _ -21.2 -28.4 Linear Interpolation is permitted for areas between 10 and 500 sf Roof Factored Wind Pressures for Building Height and 5 10 sf Area(psf) Fig.30.5-1 Zone 1' Zone 1 Zone 2' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3' Zone 3 Zone 3e Zone 3r Interior Edges Corners GC,, N/A -1.40 N/A -2.30 N/A N/A N/A N/A 1 -3.20 N/A N/A Total Pressure N/A -38.0 N/A -59.7 N/A N/A N/A N/A -81.4 N/A N/A Factored Wind Pressures for Building Height and 100 sf Area(psf) Zone 1' Zone 1 Zone 2' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3' Zone 3 Zone 3e Zone 3r Interior Edges Corners I GC,, N/A -1.11 N/A -1.89 N/A N/A N/A N/A -2.73 N/A N/A Total Pressure N/A -31.0 N/A -49.8 N/A N/A N/A N/A -70.1 N/A N/A Factored Wind Pressures for Building Height and>500 sf Area(psf) Zone 1' Zone 1 Zone 2' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3' Zone 3 Zone 3e Zone 3r Interior Edges Corners GCp N/A -0.90 - N/A -1.60 N/A N/A N/A N/A -2.30 -2.30 N/A Total Pressure N/A -26.0 N/A -42.9 N/A _ N/A N/A N/A -59.7 -59.7 N/A Notes 1. Linear Interpolation is permitted for areas between 10 and 100 sf.This is a conservative method for determining design pressures for elements with tributary areas between what is provided. 2. Zone 3 may be treated as Zone 2,if there is a 3 foot parapet around the perimeter of the building 3. qi=qh has been used for positive internal pressure calculations 4. Positive pressures on roofs are not included in this spreadsheet 5 N/A 6. N/A N/A A007