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AR-01 <br />Roofing Material Roof Pitch Hardware Results Structural Results <br />Tile 23°Fail Pass <br />Hardware Calculations <br />Attachment Information <br />Attachment:NA Uplift Capacity: 829 lb a = 5.2 ft <br />Wind Design Criteria (Partially/Fully Enclosed Method, ASCE 7-16) <br />Basic Wind Speed V 96 mph Wind Speed - Category II <br />Wind Pressure Exposure Kz 0.67 Table 26.10-1 <br />Topographic Factor Kzt 1.0 Figure 26.8-1 <br />Wind Directionality Factor Kd 0.85 Table 26.6-1 <br />Ground Elevation Factor Ke 1.00 Section 26.9 <br />Velocity Pressure qh = 0.00256 x Kz x Kzt x Kd x Ke x V²13.42 psf Equation 26.10-1 <br />Solar Adjustment Factors γe (Port/Land) =1.3 γa =0.602 Figure 29.4-8 <br />Wind Pressures Zone 1 (up)Zone 2 (up)Zone 3 (up)Down <br />Ext Pressure Coefficient GCp -1.49 -2.14 -2.42 0.57 Figures 30.3-2(A-H) <br />Ultimate Design Wind Pressure p = qh x GCp x γe x γa -16.01 psf -17.31 psf -19.52 psf 16.00 psf Equation 29.4-7 <br />Mod Orientation X-Spacing Cantilever Trib Area Demand DCR Final Result <br />NA NA NA NA 11.8 psf NA NA <br />11.8 psf <br />Structural Calculations <br />Gravity Loading Summary <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 14.0 psf 14.0 psf 14.0 psf <br />PV Dead Load (D)PV DL 3.0 psf 0.0 psf 3.0 psf <br />Roof Live Load (Lr)RLL 20.0 psf 18.9 psf 0.95 0.0 psf <br />Sloped Snow Load (Pf --> Ps)LL/SL 0.0 psf 0.0 psf 1.00 0.78 0.0 psf <br />Total Design Load 32.9 psf 17.0 psf <br />Cd Factor of Governing LC 1.25 (D+Lr)0.9 (D) <br />Total Design Load (Normalized)26.3 psf 18.9 psf <br />IEBC 5% Check <br />Net Design Gravity Loading Change (Normalized w/ Cd Factor)-7.4 psf DCR: 72%Pass <br />AR-02 <br />Roofing Material Roof Pitch Hardware Results Structural Results <br />Tile 23°Fail Pass <br />Hardware Calculations <br />Attachment Information <br />Attachment:NA Uplift Capacity: 829 lb a = 5.2 ft <br />Wind Design Criteria (Partially/Fully Enclosed Method, ASCE 7-16) <br />Basic Wind Speed V 96 mph Wind Speed - Category II <br />Wind Pressure Exposure Kz 0.67 Table 26.10-1 <br />Topographic Factor Kzt 1.0 Figure 26.8-1 <br />Wind DIrectionality Factor Kd 0.85 Table 26.6-1 <br />Ground Elevation Factor Ke 1.00 Section 26.9 <br />Velocity Pressure qh = 0.00256 x Kz x Kzt x Kd x Ke x V²13.42 psf Equation 26.10-1 <br />Solar Adjustment Factors γe (Port/Land) =1.3 γa =0.602 Figure 29.4-8 <br />Wind Pressures Zone 1 (up)Zone 2 (up)Zone 3 (up)Down <br />Ext Pressure Coefficient GCp -1.49 -2.14 -2.42 0.57 Figures 30.3-2(A-H) <br />Ultimate Design Wind Pressure p = qh x GCp x γe x γa -16.01 psf -17.31 psf -19.52 psf 16.00 psf Equation 29.4-7 <br />Mod Orientation X-Spacing Cantilever Trib Area Demand DCR Final Result <br />NA NA NA NA 11.8 psf NA NA <br />11.8 psf <br />Structural Calculations <br />Gravity Loading Summary <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 18.9 psf 0.95 0.0 psf <br />Sloped Snow Load (Pf --> Ps)LL/SL 0 psf 0.0 psf 1.00 0.78 0.0 psf <br />Total Design Load 32.9 psf 17.0 psf <br />Cd Factor of Governing LC 1.25 (D+Lr)0.9 (D) <br />Total Design Load (Normalized)26.3 psf 18.9 psf <br />IEBC 5% Check <br />Net Design Gravity Loading Change (Normalized w/ Cd Factor)-7.4 psf DCR: 72%Pass