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Roof 1 Arr 1 Load IFI_S Project: Santa Ana -- Job #: 2023-10986 Date: 9/12/2023 Engineer: BV 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 -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 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:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 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 -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 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:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 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 -0.37 F_v = 108 lb AZ 3 cP_MU -0.37 F_v = 108 lb AZ 3 cP_MU -0.41 F_v = 122 lb Anv= 399 kp_MS 1.01 Anv= 399 kp_MS 1.01 Anv= 266 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:9 Modules 26 Sharing:9 Modules 26 Sharing:6 Modules 26 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 -0.46 F_v = 134 lb AZ 5 cP_MU -0.46 F_v = 134 lb AZ 5 cP_MU -0.52 F_v = 154 lb Anv= 266 kp_MS 1.01 Anv= 266 kp_MS 1.01 Anv= 177 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:6 Modules 26 Sharing:6 Modules 26 Sharing:4 Modules 26 Page 15 of 52 3600 W Segerstrom Ave - 101117310 & 201813801/11/2024