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Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV IFI Wind Loading - South Wind 90-180 Module Area 23.67 sq. ft. Roof height:35.0 ft h 35.0 ft Edge bays FOS 1 Total Wind Uplift: 16536 lb Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 171 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 788 lb Subtotals # Modules for drag:171.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 19 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.43 F_v = 128 lb Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.40 F_v = 116 lb AZ 4 cP_MU -0.40 F_v = 117 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 Sharing:7 Modules 26 ## 0 42 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 0.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.52 F_v = 154 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.44 F_v = 129 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 4 cP_MU -0.37 F_v = 109 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 311 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:7 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 Sharing:9 Modules 26 ## 0 28 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.48 F_v = 141 lb AZ 3 cP_MU -0.38 F_v = 112 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 222 kp_MS 1.01 Anv= 355 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:8 Modules 26 Sharing:9 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.40 F_v = 116 lb AZ 3 cP_MU -0.37 F_v = 108 lb Anv= 311 kp_MS 1.01 Anv= 399 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 26 Sharing:9 Modules 26 ## 0 23 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 5 cP_MU -0.48 F_v = 141 lb AZ 3 cP_MU -0.38 F_v = 112 lb Anv= 222 kp_MS 1.01 Anv= 355 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 26 Sharing:8 Modules 26 ## 0 33 0 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 RZ 3 kp_MU 1.01 Anh=7588 1.00 AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.41 F_v = 122 lb AZ 3 cP_MU -0.46 F_v = 135 lb AZ 3 cP_MU -0.40 F_v = 116 lb Anv= 177 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 kp_MS 1.01 Anv= 311 kp_MS 1.01 cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb cP_MS -0.09 F_h = 5 lb Sharing:4 Modules 26 Sharing:6 Modules 26 Sharing:4 Modules 26 Sharing:7 Modules 26 Page 12 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024