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<br />Elevation Sample Calculation <br /> <br />Elevation Sample Calculation <br /> <br />Additional Information on Existing Home <br /> <br />. Wood-Framed House 30ft,x60ft. <br /> <br />. Gable Roof 4: 12 slope <br /> <br />. Perthe 1991 Uniform Building Code <br />80 mph Wind Zone <br />Seismic Zone 2B <br />Ground Snow Load of 40 psf <br /> <br />. Flat open terrain SWTOunding house <br /> <br /> <br /> <br />'VENT i <br />....___________________________1.. <br />1.....____________.____._________.. <br /> <br />PROPOSED SIDE ELEVATION <br />a 111 8 16 <br /> <br />Extended foundation walls are proposed to be constructed of8-inch-thick concrete masonry <br />units. The existing footing is 2 feet wide by 1 foot thick concrete reinforced with 3-#4 rebars <br />continuous and #4 dowels extending up into masonry 24 inches. Slab on grade will be 3-1/2 to <br />4 inches thick. <br /> <br />Interior walls of the living area (elevated) are composed of 4-inch studs at 16 inches o.c. with <br />plaster on each side. Exterior walls have 4-inch studs at 16 inches o.c., plaster on the inside, <br />and sheathing and wood siding on the exterior-walls are insulated with fiberglass insulation. <br /> <br />2 0144 <br /> <br />Engineering Principles, and Practices of Retrofitting Flood-Prone Residential Structures <br />January 1995 <br /> <br />VI - E.47 <br />