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Design values provide guidance for designers to calculate the performance of a structural system and are assigned to six basic lumber properties. Design values for stiffness, as well as the major strength properties of bending, tension and compression parallel-to-grain, are based on data from destructive testing of samples of commercially-produced structural lumber. Design values for the minor strength properties of shear and compression perpendicular-to-grain are based on published clear-wood properties.
Design values for structural lumber go through a rigorous approval process. As the rules-writing agency for Southern Pine lumber, the Southern Pine Inspection Bureau (SPIB) is responsible for developing and publishing design values for Southern Pine. All testing and data analysis must be completed in accordance with approved standards. Proposed design values are submitted to the American Lumber Standard Committee (ALSC). Design values are approved by the ALSC Board of Review following a careful review and recommendation from the U.S. Forest Products Laboratory.
Under the provisions of US Department of Commerce Voluntary Product Standard PS-20, if the species is denoted by the agency's mark then the species name does not have to be duplicated. Any lumber marked as SPIB, with no additional species designation, is Southern Pine (also referred to as Southern Yellow Pine and often abbreviated as SYP). Lumber containing the minor species will be labeled as Mixed Southern Pine.
The HT mark means the lumber has been heat treated and has reached a critical temperature at the core to eradicate the "Pinewood Nematode" and its vectors. HT does not mean the lumber has been treated with a chemical preservative.
The courses provide a completion certificate. In order to be qualified to grade lumber in a lumber producing facility you will need additional on the job training. Thorough knowledge of the rules and ability to make the correct calls will need to be observed by an accredited grading agency.
SPIB provides third-party audit inspections to Subscriber treated wood manufacturing facilities. These inspections include monitoring of in-plant quality control procedures and representative sampling of treated wood products. Samples are analyzed at the SPIB Chemical Laboratory and results are evaluated according to the American Wood Protection Association (AWPA) Standards M22 & M23. Plants in good standing are licensed to apply the distinctive SPIB Quality Mark to qualified treated wood products.
For more information on the inspection of treated wood products please contact the SPIB Treated Division.
Reference design values for Southern Pine lumber are tabulated in the Design Values for Wood Construction Supplement of the National Design Specification® (NDS)® published by the American Wood Council. Reference design values for untreated lumber also apply to lumber that is pressure treated by an approved process and preservative. As a result, new design values that became effective June 1, 2013 also apply to visually graded Southern Pine dimension lumber that is pressure-treated.
Reference design values are based on normal load duration under the moisture service conditions specified; they must be multiplied by applicable adjustment factors to determine adjusted design values. Adjustment factors for untreated lumber also apply to pressure-treated lumber with one exception – in Allowable Stress Design applications allowing an increase with the Load Duration Factor, CD, that factor cannot exceed 1.6 for structural members pressure treated with waterborne preservatives.
For more information contact treated division.
Gradestamps are generally located 2 to 3” from the end of a piece of white (untreated) lumber. Gradestamps are specific to the Third-Party Agency that provides inspection to the lumber manufacturing mill and includes information on the grade of lumber, moisture content and mill identification.
When the lumber is subsequently treated, the treating plant usually attaches a plastic tag to the end of the lumber to identify treatment type, intended end use, applicable standards/specifications and the identification of the treating facility.
For more information on Treated Wood Quality Marks please contact the SPIB Treated Division.
Checks in treated lumber are defined as a separation of the wood normally occurring across or through the rings of annual growth and usually are the result of seasoning. As the outer surface dries at a faster rate than the inside, the resulting shrinkage creates the separations. When lumber is placed in an environment that would tend to lower the moisture content of the piece, seasoning checks are the outward signs of additional drying. Lumber in an exposed environment will be in a constant state of drying to the equilibrium moisture content of the environment. Continued wetting and swelling, coupled with the subsequent drying and shrinking only exacerbates this condition.
Checks are a normal condition of all treated wood products. Although an aesthetic issue, checks rarely diminish service life of properly treated lumber products. Maintenance plays a vital role and all exposed treated wood products should be subject to a regimen of stain/sealant applications to help control the amount of moisture that the lumber will absorb. Care should be taken to allow the lumber to dry to the equilibrium moisture content of the environment before applying any type of sealant.
For more information on weathering effects of Treated Wood please contact the SPIB Treated Division.
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