To remove burned trusses, sill plates, beams and mechanical connecting devices damaged by fire as per structural engineers evaluation & report. Install new sill plates, beams, pre-engineered trusses at 24" o.c. per attached truss engineering, with mechanical connections to match existing or per engineering if applicable. Brace trusses per structural engineers design & evaluation for seismic & wind loading. To install new plywood sheathing, with "panel span rating", 32/16 or equivalent rating, on each sheet of plywood. To install a Class "C" or better, Fire -Retardant Treated Red Cedar Shake roof covering, each bundle of shakes labeled & listed by a manufacture in UL Roofing Directory, pages 1-5, 1998 Listings, or accepted equal, do to proximity to East property line. Verify that East wall is of one-hour construction extending to a height of 30 inches above the slope of the roof to form a parapet per sec. 709.4, 1994 UBC. All fasteners to be equal or greater to original noted on 1992 car wash addition plans (copy attached). Check for nailing schedule. After discussion with the Structural Engineer, Dave Jakovac, a final field review of his design / repair requirements is needed as a condition of the final inspection with a written copy of his findings to be provided to the structural inspector at the time he is called to the site for his final inspection. A Certificate of Occupancy is required for this project. drs