2900 GRAND AVE FARMERS MARKET 2020-04-06

• CHAPTER 30 WIND LOADS-COMPONENTS AND CLADDING h___60ft. • Figure 30.5-1(cont'd) Design Wind Pressures Enclosed Buildings Walls & Roofs • • Net Design Wind Pressure, pnet30 (psf) (Exposure Bath=30 ft.) Effective zones Basic Wind Speed V(mph) (s0 110 115 120 130 140 150 160 180 200 1 10 8.9 -21.8 9.7 -23.8 10.5 -25.9 12.4 30.4 14.3 -35.3 16.5 -40.5 18.7 -46.1 23.7 -683 29.3 -72.0 1 20 83 -21.2 9.1 -23.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 17.6 44.9 22.2 56.8 27.4 -70.1 io 1 50 7.6 -20.5 8.3 -22.4 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 16.0 43.3 20.3 -54.8 25.0 -67.7 ,co - 1 100 7.0 -19.9 7.7 -21.8 8.3 23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 14.8 -421 18.8 -533 23.2 -65.9 v 2 10 8.9 -36.5 9.7 -39.9 10.5 -43.5 12.4 51.0 14.3 -59.2 16.5 -67.9 18.7 v -77.3 23.7 -97.8 29.3 -120.7 n 0 2 20 8.3 -326 9.1 -35.7 9.9 38.8 11.6 45.6 13.4 -52.9 15.4 -60.7 17.6 -69.0 22.2 -87.4 27.4 -107.9 • 0 2 50 7.6 -27.5 8.3 -30.1 9.0 -32.7 10.6 38.4 123 -44.5 14.1 -51.1 16.0 58.2 20.3 -736 25.0 •919 8 2 100 7.0 -23.6 7.7 -25.8 8.3 -28.1 9.8 33.0 11.4 -38.2 130 -439 14.8 50.0 18.8 53.2 23.2 -78.1 re 3 10 8.9 -55.0 9.7 -60.1 10.5 55.4 12.4 -76.8 14.3 -89.0 16.5 -1022 18.7 -116.3 23.7 -147.2 29.3 -181.7 3 20 8.3 -45.5 9.1 -49.8 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 17.6 -96.3 22.2 -121.9 27.4 -150.5 3 50 7.6 -33.1 8.3 -36.1 9.0 39.3 10.6 46.2 12.3 -53.5 14.1 -61.5 16.0 59.9 20.3 -88.5 25.0 -109.3 3 100 7.0 -23.6 7.7 -25.8 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 14.8 50.0 18.8 53.2 23.2 -78.1 1 10 12.5 -19.9 13.7 -21.8 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3_ -37.0 26.5 -42.1 33.6 -533 41.5 -65.9 • 1 20 11.4 -19.4 12.5 -21.2 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 24.2 -41.0 30.6 -51.9 37.8 -640 al e 1 50 10.0 -18.6 10.9 -20.4 11.9 -222 139 -26.0 16.1 -30.2 18.5 -34.6 21.1 39.4 26.7 49.9 329 -61.6 • go 1 100 8.9 -151 9.7 -19.8 10.5 -21.5 124 -252 14.3 -29.3 16.5 -33.6 18.7 -38.2 23.7 48.4 29.3 -59.8 2 10 12.5 -34.7 13.7 -37.9 14.9 -41.3 17.5 484 20.3 -56.2 23.3 -64.5 26.5 -73.4 33.6 -92.9 41.5 -1146 ' 2 20 11.4 -31.9 125 -34.9 13.6 38.0 16.0 44.6 18.5 -51.7 21.3 -59.3 24.2 -67.5 30.6 55.4 37.8 -105.5 n 2 50 10.0 -28.2 10.9 -30.9 11.9 33.6 13.9 -394 16.1 -45.7 18.5 -52.5 21.1 59.7 26.7 -75.6 329 -93.3 A 2 100 8.9 -25.5 9.7 -27.8 10.5 -30.3 124 -35.6 14.3 -41.2 16.5 47.3 18.7 53.9 237 58.2 29.3 -84.2 �0 3 10 125 -51.3 137 -56.0 14.9 -61.0 17.5 -71.6 20.3 -83.1 233 -95.4 26.5 -108.5 33.6 -137.3 41.5 -169.5 3 20 11.4 -47.9 125 -52.4 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 24.2 -101.4 30.6 -128.4 37.8 -158.5 3 50 10.0 -43.5 10.9 -47.6 11.9 -61.8 13.9 50.8 16.1 -70.5 18.5 -81.0 21.1 •92.1 26.7 -116.6 32.9 -143.9 3 100 8.9 -40.2 9.7 -44.0 10.5 47.9 124 56.2 14.3 -65.1 185 -74.8 18.7 -85.1 23.7 -107.7 29.3 -132.9 1 10 19.9 -21.8 21.8 -23.8 23.7 25.9 27.6 30.4_ 323 -35.3 37.0_-40.5 421 -46.1 53.3 58.3 66.9 -72.0 1 20 19.4 -20.7 212 -22.6 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 41.0 437 51.9 55.3 640 -68.3 1 50 18.6 -19.2 20.4 -21.0 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 39.4 40.6 49.9 51.4 61.6 -634 -$ 1 100 18.1 -18.1 198 -19.8 21.5 -21.5 25.2 -25.2 29.3 -29.3 336 -33.6 38.2 38.2 48.4 -08.4 59.8 •59.8 . 2 10 19.9 -25.5 21.8 -27.8 23.7 30.3 27.8 35.6 323 -41.2 37.0 47.3 42.1 53.9 53.3 58.2 65.9 -842 e 0 2 20 19.4 -24.3 21.2 -26.6 23.0 29.0 27.0 34.0 31.4 -39.4 380 -45.3 41.0 51.5 51.9 55.2 64.0 -80.5 '� 2 50 18.6 -22.9 20.4 -25.0 222 -27.2 26.0 32.0 30.2 -37.1 34.6 -42.5 39.4 48.4 49.9 51.3 61.6 -75.6 N 2 100 18.1 -21.8 19.8 -23.8 21.5 25.9 25.2 30.4 293 -35.3 33.6 40.5 382 46.1 48.4 58.3 59.8 -720 `o re o 3 10 19.9 -25.5 21.8 -27.8 23.7 30.3 27.8 35.6 32.3 -41.2 37.0 -47.3 42.1 53.9 53.3 58.2 65.9 -84.2 ;4 3 20 19.4 -24.3 21.2 -26.6 23.0 -29.0 27.0 34.0 31.4 -39.4 36.0 -45.3 41.0 51.5 51.9 55.2 64.0 -80.5 3 50 18.6 -22.9 20.4 -25.0 22.2 27,2 26.0 -320 302 -37.1 34.6 42.5 39.4 48.4 49.9 51.3 61.6 -75.6 3 100 18.1 -21.8 19.8 -23.8 21.5 25.9 252 30.4 29.3 -35.3 33.6 40.5 38.2 -06.1 48.4 58.3 59.8 -72.0 - 4 10 21.8 -23.6 23.8 -25.8 25.9 28.1 30.4 33.0 35.3 -38.2 40.5 43.9 46.1 50.0 58.3 53.2 72.0 -78.1 4 20 20.8( -22 22.7 -24.7 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -421 44.0 -47.9 55.7 -60.6 68.7 -74.8 4 50 19.5 47213 21.3 -23.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 41.2 45.1 522 57.1 64.4 -70.5 4 100 18.5 -20.4 20.2 -22.2 22.0 24.2 25.9 28.4 30.0 -330 34.4 37.8 39.2 43.1 49.6 54.5 61.2 -67.3 ' ra 4 500 16.2 -18.1 17.7 -19.8 19.3 -21.5 227 25.2 26.3 -29.3 30.2 -33.6 34.3 38.2 43.5 48.4 53.7 -59.8 1 5 10 21.8 -29.1 23.8 -31.9 25.9 -34.7 30.4 40.7 35.3 47.2 40.5 -54.2 46.1 51.7 58.3 -78.0 72.0 -96.3 5 20 20.8 -27.2 227 -29.7 24.7 -324 29.0 38.0 33.7 44.0 38.7 -50.5 1 44.0 57.5 55.7 -72.8 68.7 -89.9 • 5 50 19.5 -24.6 21.3 -26.9 232 -29.3 272 -343 31.6 -39.8 36.2 -45.7 41.2 520 52.2 55.8 64.4 -81.3 5 100 18.5 -22.6 20.2 -24.7 22.0 -26.9 25.9 31.6 30.0 -36.7 34.4 421 39.2 47.9 49.6 50.6 61.2 -74.8 5 500 16.2 -18.1 17.7 -19.8 19.3 -21.5 22.7 25.2 26.3 -29.3 30.2 -33.6 34.3 38.2 43.5 48.4 53.7 -59.8 Note:For effective areas between the those given above the load may be interpolated,otherwise use the load associated with the lower effective area. The final value,including all permitted reductions,used in the design still not be less than that required by Section 30.2.2. 1y Unit Conversions-1.0 ft=03048 m; l-0 sf=0.0929 m2; 1.0 psf =0.0479 kN/m2 346