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Roof 1 Arr 2 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: 14656 lb Roof 1 Arr 2 Module Tilt 10 degrees Kz = 0.73 h_pt 3.0 ft Field bays FOS 1 Min Uplift Ballast: 0 lb FR # of Modules: 145 q_h = 12.5 psf L_N-S (min) 208.5 ft Total Wind Drag: 670 lb Subtotals # Modules for drag:145.0 L_E-W (min) 148.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast 72 0 4 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.26 F_v = 72 lb Anv= 82 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb Sharing:2 Modules 25 56 0 4 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb Anv= 164 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 ## 0 23 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.20 F_v = 56 lb AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.18 F_v = 51 lb Anv= 164 kp_MS 0.97 Anv= 287 kp_MS 0.97 Anv= 205 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:4 Modules 25 Sharing:7 Modules 25 Sharing:5 Modules 25 ## 0 32 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 5 cP_MU -0.23 F_v = 65 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.46 F_v = 135 lb Anv= 205 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 246 kp_MS 0.97 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:5 Modules 25 Sharing:8 Modules 25 Sharing:6 Modules 25 Sharing:4 Modules 26 ## 0 28 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.15 F_v = 43 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 287 kp_MS 0.97 Anv= 287 kp_MS 0.97 Anv= 177 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:7 Modules 25 Sharing:7 Modules 25 Sharing:4 Modules 27 ## 0 23 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 3 kp_MU 1.01 Anh=6434 1.00 AZ 3 cP_MU -0.17 F_v = 47 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.43 F_v = 128 lb Anv= 246 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 222 kp_MS 1.01 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 5 lb Sharing:6 Modules 25 Sharing:8 Modules 25 Sharing:5 Modules 26 ## 0 22 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.15 F_v = 43 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.17 F_v = 47 lb Anv= 287 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 246 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:7 Modules 25 Sharing:9 Modules 25 Sharing:6 Modules 25 ## 0 27 0 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 RZ 2 kp_MU 0.96 Anh=5944 1.00 AZ 3 cP_MU -0.18 F_v = 51 lb AZ 3 cP_MU -0.14 F_v = 40 lb AZ 3 cP_MU -0.13 F_v = 38 lb AZ 3 cP_MU -0.15 F_v = 43 lb Anv= 205 kp_MS 0.97 Anv= 328 kp_MS 0.97 Anv= 369 kp_MS 0.97 Anv= 287 kp_MS 0.97 cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb cP_MS -0.09 F_h = 4 lb Sharing:5 Modules 25 Sharing:8 Modules 25 Sharing:9 Modules 25 Sharing:7 Modules 25 Page 32 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024