SIZE: Width: 60 ft Length: 60 ft Backside Eave Height: 16 ft Backside Roof Slope: 2.0:12 Frontside Eave Height: 16 ft Frontside Roof Slope: 2.0:12 Left Endwall Bay Spacing: 3 at 20 Right Endwall Bay Spacing: 3 at 20 Three (3) Sidewall Bay Spacing: 1 at 18, 1 at 20, and 1 at 22 LEW Type: Flush REW Type: Flush FSW Type: Bypass BSW Type: Bypass LOADING: Applicable Building Code: IBC 21 Roof Live Load: 20.00 psf Reduction Allowed: Yes Roof Dead Load: 2.250 psf Roof Collateral Load: 0 psf Seismic Zone: D Seismic Importance: 1.50 Seismic Coeiff: Ss=0.23 and S1=0.11 Roof Snow Load: 8.4 Ground Snow Load: 10 Snow Importance: 1.20 Wind Speed: 117 mph Wind Importance: 1.00 Building Exposure: C Building Enclosure: Enclosed DEFLECTION CRITERIA: Wall Girt Max: L\ 90 Roof Purlin L.L.: L\ 180 Rigid Frame Horizontal: H\ 60 Rigid Frame Vertical: L\ 180 FRAMING: Left Endwall Frames: Bearing (bearing = post and beam - non expandable) Right Endwall Frames: Bearing (bearing = post and beam - non expandable) Interior Frames: two (2) Rigid Frames, Clear Span RF Column Type: Tapered Depth Maximum Depth: None Specified Base Condition: Standard Base Angle WIND FRAMING: Roof: Diagonal Bracing Left Endwall: Diagonal Bracing Front Sidewall: Wind Column Right Endwall: Diagonal Bracing Back Sidewall: Diagonal Bracing
