CONTACT (210) 650-2276; Pole Barns » Roof Trusses » Roof Material Weight Roof Material Dead Load Table. Load Charts Load Charts With A Built-In Safety Factor We believe that engineered wood products such as structural insulated panels (SIPs) cannot be understood unless full-scale, destructive testing is performed to obtain absolute values. View Allowable Load Tables. Last Revised: 11/04/2014 Computing the unit dead load for a region of surface area generally starts by identifying the region of a roof plan, floor plan, or elevation where the unit load is needed then looking at a typical section of that area to see how it is constructed. A table of roof material weights including sheathing, insulation, and other decking materials. Use this table to determine the maximum lengths of floor joists based on species of lumber, joist spacing, and joist size. Floor Dead Load: 15 psf JOIST … Unlike the trussed roof, live load and dead load of the rafters and ceiling joists must be accounted for as separate systems. Joist span Bridging Girder load width Half joist span Live load on roof = local requirements for wind and snow. span, configuration and load conditions. The weight of the landscaping materials shall be considered as dead load and shall be computed on the basis of saturation of the soil. Section 3.2. per sq. per sq. The shapes and spans shown here represent only a fraction of the millions of designs produced by Alpine engineers. foot) •Ceiling Construction –Gypsum (Sheetrock) finish ~ 10psf •Floor Construction –Carpet or Vinyl ~ 10 psf –Hardwood Floor ~ 12 psf –Ceramic Tile ~ 15 psf Disclaimer: These easy-to-use tables were compiled by the Southern Forest Products Association (SFPA) as a service to design/build professionals and other Southern Pine users. Dead Loads, cont’d Typical Weights of Horizontal Systems •Roof Construction –Asphalt Shingles ~ 15 psf (pounds per sq. Typical Unit Area Dead Load Calculations. Roof Rafter Span Use this table to determine the maximum lengths of roof rafters based on species and grade of lumber, spacing, dimensions, load, and slope. Reference design values are for normal load duration under the moisture service conditions specified. (TABLE 2308.8(2)) RAFTER SLOPE 2X6 2X8 2X10 Dead Load (up to 10 psf) Live Load: 40 psf ALLOWABLE SPANS FOR DF#1 FLOOR GIRDERS (DF-LARCH) 2X8 2X10 2X12 2X6 4:12 7'-3" HEADER SPANS FOR DF EXTERIOR BEARING WALLS BASED ON 28' BUILDING WIDTH (TABLE 2308.9.5) 4'-8" 5'-11" 3:12 20 16 5:12 16 4x6 4x8 4x10 4x12 Max. Extrapolating data for structural design calculations is risky at best. Toggle navigation. (Usually 30 lbs. ft. 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