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   APA - The Engineered Wood Association  APA Residential & Commercial  

APA Residential & Commercial - Page 17

 

 

STRUCTURAL GLUED LAMINATED TIMBER (GLULAM)

A. General

1. Structural glued laminated timber shall be furnished as shown on the plans and in accordance with the following specifications. (Where other uses or requirements are applicable, modify specifications accordingly.)

2. Shop drawings and details shall be furnished by the (manufacturer) (seller) and approval obtained from the (architect)(engineer) (general contractor) (buyer) before fabrication is commended.

3. The (manufacturer)(seller)(general contractor) shall furnish confection steel and hardware for joining structural glued laminated timber members to each other and to their supports, exclusive of anchorage embedded in masonry or concrete, setting plates, and items filed-welded to structural steel. Steel connections shall be finished with one coat of rust-inhibiting paint.

B. Manufacture

1. Materials, Manufacture and Quality Assurance- Structural glued laminated timber of softwood species shall be in conformance with ANSI Standard A190.1, American National Standard for structural Glued Laminated Timber, or other code-approved design, manufacturing and/or quality assurance producers.

2. End-Use Application- Structural glued laminated timber members shall be manufacturing for the following structural uses as applicable: (Simple span bending member - B) (continuous or cantilever span bending member-CB) (compression member-C) (tensions member-T).

3. Design Values - Structural glued laminated timber shall provide design values for normal load duration and dry-use condition.(1)(2)

4. Appearance Grade- (Beams)(Columns) shall be (industrial) (architectural)(premium)grade(3) in accordance with ANSI Standard A190.1.

5. Laminating Adhesives- Adhesives used in the manufacture of structural glued laminated timber shall meet requirements for (wet-use)(dry-use) service conditions.(1)

6. Camber (when applicable)- Structural glued laminated timber (shall )  (shall not) be manufactured with a built-in camber.

7. Preservative Treatment (when applicable)-(Beams) (Columns) shall be pressure treated after manufacture in accordance with American Wood-Preservers' Associations(AWPA) Standard C28 with (creosote or creosote/coal tar solution)(pentachlorophenol in oil)(pentachlorophenol in light solvent) preservatives as required for (soil contact) (above ground) exposure.

8. Fire Resistance (when applicable)- (Beams)(Columns)shall be sized and manufactured for one-hour fire resistance.(4)

Notes to Specifiers:

(1) Dry service condition-moisture content of the member will be at or below 16%in service; wet service condition-moisture content of the member will be above 16% in service. When structural glued laminated timber members are to be preservative treated, wet-use adhesives must be specified.

(2) An alternative to specifying the required design stresses is to specify a specific laminating combination symbol if known to be available.

(3)Appearance classifications are described as follows. For further information, see Engineered Wood Systems Technical Note EWS Y110, Glued Laminated Timber Appearance Classifications for Construction Applications

FRAMING. The Framing appearance classification is  a new classification introduced by the industry to accommodate home building and other construction markets where glulam is glued in combination with dimension lumber in roof, wall and floor framing. To be compatible with the conventional framing lumbers sizes without the need for furring or other specialized framing, glulam is supplied in 3-1/2, 5-1/2 and 7-1/4-inch widths.

Description: Glulam members manufactured to be compatible with these dimensions are finished to what are referred to in the industry as "hit or miss" surfacing. Surface characteristics of glulam members finished to this classification include:

Manufacturing characteristics including low laminations, glue smear, end joint offsets and glueline squeeze out are permitted.

Lumber characteristic permitted or the give layup combination may include knot holes, splits and wane.

Voids appearing on the edge of laminations need not be filled.

Loose knots and knot holes appearing on the wide face of the laminations exposed to view  need  not be filled.

Members are required to be surfaced "hit or miss" on tow sides only and the appearance requirements apply only to these sides.

Wane (limited to a maximum of 1/4 inch measured across the width) is permitted on a cumulative basis. The accumulative depth of hit and miss and wane shall not exceed 10% of the width of the member in any glueline. The frequency of occurrence shall not exceed one in ten pieces o lumber used. The maximum area of low laminations shall not exceed 25% of the surface area of side. Permissible wane in accordance with the provisions of the layup combination is not limited in length.

INDUSTRIAL. Use where appearance is not of primary importance, or where members are not exposed visually.

Description: Natural lumber growth characteristics may be visible. Voids on edges of lamination may not be filled in some applications.

ARCHITECTURAL. Use where appearance is important.

Description: Natural lumber growth characteristics may be visible. Knothole and voids larger than 3/4" are filled or repaired with wood inserted. Exposed faces are surfaced smooth and exposed edges are eased (chamfered).

PREMIUM. Use where highest-quality visual appearance is required.

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