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Design pressure ridge (board) system; FINAL ROOF DESIGN SELECTION <br /> Determine Axial loads at rafter/joists; <br /> Check member stresses (Risa Report <br /> Analysis attached) <br /> . �. <br /> �e <br /> °rs <br /> USE (4) Simpson SDS screws at ea. <br /> rafter to ceiling joists; (Cap, 280#) <br /> Demand = 798#<(4)*280# capacity, <br /> GOOD <br /> USE 2x8 Roof Rafters and Ceiling joists <br /> at 24" o.c., typ. for final roof design <br /> Member Distributed Loads iBLC 1 Roof Dead Load <br /> Member Drstrrbutcd Loads(BLC 2:Cc brig Dead Load, <br /> Member Distributed Loads iBLC 3.Roof Sno.v Load) <br /> Member Wood Code Checks-By Combination! <br /> UdNNVOS <br />