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Group 2 <br />Roofing Material Roof Pitch Spacing Hardware Results Structural Results <br />Hardware Calculations <br />Attachment Information <br />Wind Design Criteria (Partially/Fully Enclosed Method, ASCE 2024) <br />Wind Pressures Zone 1 (up)Zone 2 (up)Zone 3 (up)Down <br />Snow Design Criteria (ASCE 2024) <br />Post-PV <br />Structural Calculations <br />Gravity Loading Summary <br />IEBC 5% Check <br />Tile 18°24''Pass Pass <br />Attachment:Tile Hook F Uplift Force: 0.6(p - (3psf x cos(pitch))) x trib area =364 lb Uplift Capacity: 829 lb a = 4.1 ft <br />Basic Wind Speed V 95 mph Wind Speed - Category II <br />Wind Pressure Exposure Kz 0.57 #N/A <br />Topographic Factor Kzt 1.0 #N/A <br />Wind DIrectionality Factor Kd 0.85 #N/A <br />Ground Elevation Factor Ke 1.00 Section 26.9 <br />Velocity Pressure qh = 0.00256 x Kz x Kzt x Kd x V²11.43 psf #N/A <br />Solar Adjustment Factors #N/A <br />Ext Pressure Coefficient GCp -1.95 -2.53 -3.01 0.57 <br />Ext Pressure Coefficient (γp)(γc)(γE)(GCrn)nom <br />Ultimate Design Wind Pressure p = qh x GCp -18.22 psf -17.41 psf -20.71 psf 16.00 psf <br />Ground Snow Load Pg 0 psf #N/A <br />Thermal Factor Ct 1.1 #N/A <br />Exposure Factor Ce 0.9 #N/A <br />Snow Importance Factor Is 1 #N/A <br />Flat Roof Snow Pf =0.7 x Ce x Ct x Pg 0.0 psf #N/A <br />Sloped Snow Factor Cs 0.87 #N/A <br />Sloped Snow Load Ps =Pf x Cs 0.0 psf #N/A <br />Mod Orientation X-Spacing Cantilever Trib Area Demand DCR Final Result <br />Landscape 72''28''10.3 ft²11.9 psf 35%Pass <br />Portrait 72''26''18.5 ft²11.9 psf 44%Pass <br />Load Definitions Initial Pre-PV Load Code Factors Post-PV LoadPg =0 psf | Pf =0.7 x Ce x Ct x Pg Ps = Cs x Pf <br />Roof Dead Load (D)DL 14 psf 14.0 psf 14.0 psf <br />PV Dead Load (D)PV DL 3 psf 0.0 psf 3.0 psf <br />Roof Live Load (Lr)RLL 20 psf 20.0 psf 1.00 0.0 psf <br />Sloped Snow Load (Pf --> Ps)LL/SL 0 psf 0.0 psf 1.00 0.87 0.0 psf <br />Total Design Load 34.0 psf 17.0 psf <br />Cd Factor of Governing LC 1.25 (D+Lr)0.9 (D) <br />Total Design Load (Normalized)27.2 psf 18.9 psf <br />Net Design Gravity Loading Change (Normalized w/ Cd Factor)-8.3 psf DCR: 69%Pass <br />Lateral Force: 0.6((p x tan(pitch)) - (3psf x cos(pitch))) x trib area =13.72 lb Lateral Capacity: 272 lb <br />1.4 γa =0.601 <br />#N/A <br />-1.95 -2.53 -3.01 0.57 #N/A <br />#N/A <br />γe (Port/Land) =