SPECIFICATIONS FOR

STRUCTURAL PLASTIC LUMBER

 

 

DESCRIPTION:

 

Structural plastic lumber shall be manufactured with HDPE and fiberglass elements to act reinforcing with the HDPE. Lumber shall be molded in one piece per specified size.  All materials will have UV additives to prevent deterioration of the plastic lumber from exposure to UV light.  HDPE will be made up of no less than 80% recycled material; both post industrial and post consumer.  Finished plastic lumber will not rot, split, crack or splinter for a minimum of 50 years.  It shall be resistant to termites, marine borers, salt spray, oil, and fungus.

 

 

MECHANICAL PROPERTIES:

 

                                                                English Units                             Metric Units

Test

ASTM Test

Value

Units

Value

Units

Flexural Strength

D6109-97

2750

PSI

193

Kg/cm2

Flexural Modulus

D6109-97

306080

PSI

15503

Kg/cm2

Compression Strength

D6108-97

2340

PSI

165

Kg/cm2

Compression Modulus

D6108-97

114900

PSI

8077

Kg/cm2

Specific Gravity

D6111-97

0.93

g/cc

0.93

g/cc

Flash point

 

644

Deg F

340

Deg C

Moisture Absorption

 

< 0.06

% by Weight

0.06

% by Weight

Thermal Expansion

D6341-98

0.000033

Inch/Inch/Deg F

 

 

Average Nail pull out

D6117-97

504

Lbs

 

 

 

 

DIMENSIONAL TOLERANCES:

 

  CUP/BULDGE TOLERANCES – deviation in the face from a straight line from edge to edge of piece.

 

FACE WIDTH

4”

6”

8”

10”

12”

Tolerance (+/-)

3/32”

1/8”

3/16”

1/4”

1/4”

 

  LENGTH TOLERANCE  = + 3” / - 0”   – Measured at 70 deg F.

 

 

The above listed are specifications for plastic lumber to be used as a reference for bid specifications. This is only a guide.  Your specific application should be addressed by a professional engineer.

 8/31/04

 
 
 
 
 
Structural Plastic Lumber
Installation Guide

 

1.      Structural Ability

 

Structural Plastic lumber is recommended for structural use but care needs to be used in the design of the structure.  In most cases the deflection will control the needed size of boards.  We have span charts that can be used to determine the correct size for normal decking applications.  If you have other applications please consult with us or a qualified engineer or architect so he can take into account the long term creep and deflection issues with Structural  plastic lumber. 

 

 

2.      Expansion/Contraction

 

Structural plastic lumber expands and contracts along its length based on temperature.  A calculation of change in length in inches, can be done by using 0.000034 IN/IN/deg F multiplied by its length in inches and the temperate change of the board.

This expansion and contraction on short lengths is minimum but if you are using longer lengths and in a climate with large temperature changes you need to take in account the expansion / contraction of the board in the design.

 

3.      Fastening

 

When fastening using self tapping deck screw of size #8 or less through the thickness of a 2 x boards you do not need to pre drill holes.  If not predrilled, a plastic mushroom forms at the screw head and can be pounded with a hammer to cover the screw head. All fasteners should be at least 3/4" from edge or end of the board.  If a screw size over #8 is required pre-drilling is recommended.  Each deck board should be fastened with at least 2 screws per joist.  Stainless steel fasteners are recommended. 

 

4.      Butt Joints

 

When butting Structural plastic lumber against any wall, fixed surface or other boards (if necessary), they should be securely fastened to the nailer or double joist with a gap allowing for expansion.  The size of gap should be determined based on weather conditions at the time of installation – the closer the temperature is to the usual high temperature for the year, the smaller the gap.  (See chart below). The deck should be designed to minimize the butt joints.  However, in the event that joints are required, a double joist underneath the butt joint should be used.  Boards should be securely fastened with a row of screws on each side of the joint, 1” from end of the board.  Always keep deck boards out 1/4” from permanent structure.

 

Temperature at time of installation
Gap between butt ends

Greater then or equal to 90o F

1/32” or less

70o F

1/16”

50o F

1/8”

Less than 30o F

3/16”

 

 

 

 

5.      Rip Cutting

 

Rip cutting is not recommended on any plastic lumber.  Much of the strength of the board is on the outside surface of the boards.  Ripping boards can cause the boards to warp or curl. 

 

Should there be any questions regarding these instructions, please contact your sales representative for more details.

 

*Failure to follow these instructions will void all warranties.

 

 

    DECKING MODE     DECKING MODE   
    60 Lbs/Sq Foot Live Load         150 Lbs/Sq Foot Live Load      
  Actual Size Maximum Span      Actual Size          Maximum Span    
Size   Thickness Inches Ft    Size Thickness Inches Ft   
5/4 X 4,6,8   1.125 24.3 2   5/4 X 4,6,8 1.125 18.2 1.5  
2 x 6,8,10,12   1.5 32.1 2.7   2 X 6,8,10,12 1.5 24.1 2  
3 x 4,6,8,10,12   2.4 50.3 4.2   3 X 4,6,8,10,12 2.4 38.3 3.2  
4 X 4,6,8,10,12   3.4 69.8 5.8   4 X 4,6,8,10,12 3.4 53.7 4.5  
5 x 5     4.4 88.7 7.4   5 X 5 4.4 68.9 5.7  
6 x 6,8,12   5.4 106.8 8.9   6 X 6,8,12 5.4 83.9 7  
                   
    100 Lbs/Sq Foot Live Load         200 Lbs/Sq Foot Live Load      
  Actual Size Maximum Span      Actual Size Maximum Span   
Size   Thickness Inches Ft   Size Thickness Inches Ft  
5/4 X 4,6,8   1.125 20.7 1.7   5/4 X 4,6,8 1.125 16.6 1.4  
2 x 6,8,10,12   1.5 27.4 2.3   2 x 6,8,10,12 1.5 22 1.8  
3 x 4,6,8,10,12   2.4 43.4 3.6   3 X 4,6,8,10,12 2.4 35 2.9  
4 X 4,6,8,10,12   3.4 60.6 5.1   4 X 4,6,8,10,12 3.4 49.2 4.1  
5 x 5   4.4 77.4 6.5   5 x 5 4.4 63.2 5.3  
6 x 6,8,12   5.4 93.9 7.8   6 x 6,8,12 5.4 77.1 6.4  
        Chart for ambient 78° F  120°F        
          For use with live load only; for dead loads please consult factory          
          3/24/06