1411 N Durant St - Plan - Laserfiche WebLink

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Roof 1 Arr 1 Load IFI_S Project: Ross Durant I -- Job #: 2025-04579 Date: 7/29/2025 Engineer: DF IFI Wind Loading - South Wind 90-180 Module Area 21.12 sq. ft. Roof height:30.0 ft h 30.0 ft Total Wind Uplift: 5459 lb Edge bays FOS 1 Roof 1 Arr 1 Module Tilt 10 degrees Kz = 0.70 h_pt 1.3 ft Min Uplift Ballast: 0 lb Field bays FOS 1 FR # of Modules: 52 q_h = 11.8 psf L_N-S (min) 100.0 ft Total Wind Drag: 433 lb Subtotals # Modules for drag:52.0 L_E-W (min) 150.0 ft Min Drag Ballast: 0 lb Fv V ballastFh H ballast ## 0 ## 0 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 AZ 3 cP_MU -0.45 F_v = 116 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb AZ 4 cP_MU -0.41 F_v = 104 lb Anv= 185 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 Anv= 277 kp_MS 1.02 cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb Sharing:4 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 44 Sharing:6 Modules 48 Sharing:6 Modules 48 ## 0 ## 0 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb AZ 4 cP_MU -0.38 F_v = 95 lb Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 370 kp_MS 1.02 cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.19 F_h = 8 lb Sharing:6 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 44 Sharing:8 Modules 48 Sharing:8 Modules 48 ## 0 ## 0 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.02 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 1.00 RZ 3 kp_MU 1.03 Anh=2402 0.00 RZ 3 kp_MU 1.02 Anh=2402 0.00 AZ 3 cP_MU -0.41 F_v = 104 lb AZ 3 cP_MU -0.38 F_v = 95 lb AZ 5 cP_MU -0.43 F_v = 109 lb AZ 5 cP_MU -0.43 F_v = 109 lb AZ 4 cP_MU -0.39 F_v = 99 lb AZ 6 cP_MU -0.39 F_v = 97 lb Anv= 277 kp_MS 1.02 Anv= 370 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 323 kp_MS 1.02 Anv= 370 kp_MS 1.02 cP_MS -0.18 F_h = 8 lb cP_MS -0.18 F_h = 8 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.19 F_h = 8 lb cP_MS -0.20 F_h = 9 lb Sharing:6 Modules 44 Sharing:8 Modules 44 Sharing:7 Modules 51 Sharing:7 Modules 51 Sharing:7 Modules 48 Sharing:8 Modules 50 ## 0 72 0 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 1.00 RZ 3 kp_MU 1.04 Anh=2402 0.68 AZ 5 cP_MU -0.51 F_v = 132 lb AZ 5 cP_MU -0.47 F_v = 121 lb AZ 5 cP_MU -0.51 F_v = 132 lb Anv= 185 kp_MS 1.02 Anv= 231 kp_MS 1.02 Anv= 185 kp_MS 1.02 cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb cP_MS -0.20 F_h = 9 lb Sharing:4 Modules 51 Sharing:5 Modules 51 Sharing:4 Modules 51 Page 9 of 29