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Project:2517 Cotter Date:7/4/2024 <br />Job No:Engineer: <br />WIND DESIGN LOADS <br />MWFRS - Directional Procedure: <br />Risk Category:II ASCE 7-16 Table 1.5-1 <br />Basic Wind Speed, V:95 mph ASCE 7-16 Fig 26.5-1 <br />Exposure Category:C ASCE 7-16 Sec 26.7.3 <br />Height to highest point, z :14.0 ft <br />Wind Directionality Factor, Kd : 0.85 ASCE 7-16 Table 26.6-1 <br />Topographic Factor, Kzt : 1.00 ASCE 7-16 Sec 26.8 <br />Velocity Pressure Exposure Coefficient at z, Kz : 0.85 ASCE 7-16 Table 27.3-1 <br />Velocity Pressure Exposure Coefficient at 20 ft, K20 : ASCE 7-16 Table 27.3-1 <br />Velocity Pressure Exposure Coefficient at 15 ft, K15 : ASCE 7-16 Table 27.3-1 <br />Velocity Pressure at z, qZ : 16.7 psf ASCE 7-16 Eq 27.3-1 <br />Direction 1 plan view <br />Dimension of building parallel to wind direction, L:59.0 ft ASCE 7-16 Fig 27.4-1(7) <br />Dimension of building normal to wind direction, B:17.0 ft ASCE 7-16 Fig 27.4-1(7) <br />Gust Factor, G:0.85 ASCE 7-16 Sec 26.11.1 ↑L <br />External Pressure Coefficient, Cp (windward): 0.80 ASCE 7-16 Fig 27.3-1 <br />External Pressure Coefficient, Cp (leeward):-0.23 ASCE 7-16 Fig 27.3-1 <br />Internal Pressure Coefficient, GCpi (enclosed): 0.18 ASCE 7-16 Table 26.13-1 B <br />P1 (windward, +GCpi): 8.3 psf <br />P2 (leeward, +GCpi): -6.2 psf <br />Design Wind Load, p:14.6 psf ASCE 7-16 Eq 27.3-1 <br />Direction 1 Surface Area:85 ft² <br />Direction 2 plan view <br />Dimension of building parallel to wind direction, L:17.0 ft ASCE 7-16 Fig 27.4-1(7) <br />Dimension of building normal to wind direction, B:59.0 ft ASCE 7-16 Fig 27.4-1(7) <br />Gust Factor, G:0.85 ASCE 7-16 Sec 26.11.1 →B <br />External Pressure Coefficient, Cp (windward): 0.80 ASCE 7-16 Fig 27.3-1 <br />External Pressure Coefficient, Cp (leeward):-0.50 ASCE 7-16 Fig 27.3-1 <br />Internal Pressure Coefficient, GCpi (enclosed): 0.18 ASCE 7-16 Table 26.13-1 L <br />P1 (windward, +GCpi): 8.3 psf <br />P2 (leeward, +GCpi): -10.1 psf <br />Design Wind Load, pMAX: 18.4 psf ASCE 7-16 Eq 27.3-1 <br />Direction 2 Surface Area, AZ:295 ft² <br />Direction 1 Wind Base Shear:1,238 lbs <br />Direction 2 Wind Base Shear:5,441 lbs <br />Equations:0.00256 <br />    <br />2515 & 2517 N <br />Cotter St5/1/2025