1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E - Plan

Home Browse Search

Wind Loading Continued… Components and Cladding, Roofs Applicable Roof Slope Angle = a = 3.00 ft. Tributary Pressure Area All 1 2 2'3 3'--- Item (ft2)(psf)(psf)(psf)(psf)(psf)(psf)--- Purlin/Joist 385 -----16.93 -22.57 -22.57 -16.93 -16.93 ---- Panel 4 -----28.22 -39.50 -39.50 -46.27 -46.27 ---- Fastener 4 -----28.22 -39.50 -39.50 -46.27 -46.27 ---- Purlin/Joist 385 ---------------------------- Panel 4 ---------------------------- Fastener 4 ---------------------------- Components and Cladding, Below-Eave Canopy Tributary Pressure Area Total Item (ft2)(psf)hc ≤ 7 ft Otherwise hc ≥ 12.6 ft 385 16.00 -16.00 -16.00 -16.00 4 16.00 -16.00 -16.00 -16.00 4 16.00 -16.00 -16.00 -16.00 Main Wind Force Resisting Systems (Transverse Wind Direction) Applicable Roof Slope Angle = a = ---- Transverse Wind Direction Item W1R W1L W2R W2L W3R W3L W4R W4L C1:0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 Load, (psf)8.46 -8.46 8.46 -8.46 8.46 -8.46 8.46 -8.46 C2:1.02 0.26 -0.94 -0.09 -0.43 -1.02 -0.94 -0.51 Load, (psf)11.51 2.88 -10.55 -0.96 -4.80 -11.51 -10.55 -5.76 C3:0.26 1.02 -0.09 -0.94 -1.02 -0.43 -0.51 -0.94 Wind W1R W1L Load, (psf)2.88 11.51 -0.96 -10.55 -11.51 -4.80 -5.76 -10.55 W3R W3L C4:-0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 Load, (psf)-8.46 8.46 -8.46 8.46 -8.46 8.46 -8.46 8.46 C5:-0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 Load, (psf)-8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 C6:-0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 -0.75 Load, (psf)-8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 -8.46 Wind W2R W2L W1R &W1L &W2R &W2L & W4R W4L Item W3R W3L W4R W4L C1E:---------------- Load, (psf)---------------- C2E:---------------- Load, (psf)---------------- C3E:---------------- Load, (psf)---------------- C4E:---------------- Load, (psf)---------------- he : Average Eave Height hc : Average Canopy Elevation Edge Zone Pressure Coefficients Suction in Zones 7.45 deg 7.45 deg Values Below are for the Overhang Portion of the Roof Uplift Total (psf) For Various Canopy Elevations Purlin / Joist Panel Fastener InternalSuction Wind Direction InternalPressure Wind Direction 10 Wind Loading Continued… Components and Cladding, Roofs Applicable Roof Slope Angle = a = 3.00 ft. Tributary Area P1 P2 P3 1 2 3 --- Item (ft2)(psf)(psf)(psf)(psf)(psf)(psf)--- Purlin/Joist 385 16.00 16.00 16.00 -16.28 -16.28 -16.28 ---- Panel 4 16.00 22.99 30.65 -16.28 -24.90 -48.84 ---- Fastener 4 16.00 22.99 30.65 -16.28 -24.90 -48.84 ---- Purlin/Joist 385 ---------------------------- Panel 4 ---------------------------- Fastener 4 ---------------------------- Suction in Zones 7.45 deg Values Below are for the Overhang Portion of the Roof Pressure in Zones 1901 N Fairview St & Bldg A, B, C, F & 1919 N Fairview St Bldg E 4/11/2024