| |
SUB
SPECIES OF CYPRESS OFFERED
INLAND
YELLOW
Often referred
to as paint grade Cypress
TIDEWATER
RED
Often
used for beams and lumber.
Features
reddish highlights, especially when planed.
COASTAL
RED
Often used
for TRIM and Cabinet Work. Features red heart.
The amount and quality of
the "RED"in Cypress depends upon length of time grown in "salt"water.
The higher the concentration of red, the smaller the tree because
salt water slowly kills the tree.
DECKING
& OTHER MILLED PRODUCTS ARE READILY AVAILABLE.
PECKY CYPRESS , Light and Heavy
is available. Want to learn more... PECKY Cypress develops from "Brown
Pocket Fungus".
DOUGLAS FIR & EASTERN RED CEDAR
We offer DOUGLAS
FIR beams when the beams MUST be rated for structural integrity.
EASTERN RED CEDAR
is available as BEAMS, Decking or other Milled Products.
PRICING for CYPRESS, DOUGLAS FIR, and
CEDAR
| CYPRESS LUMBER |
|
.INLAND |
|
$1.50 BF |
Air or Kiln Dry is use |
|
|
.TIDEWATER |
|
$2.50 |
dependent |
|
|
.COASTAL RED |
|
$2.75 |
|
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| CYPRESS BEAMS |
|
(see length below) |
|
|
Air Dry |
|
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|
| RED CEDAR LUMBER |
|
.CLEAR |
|
$2.00 BF |
Air or Kiln Dry is use |
|
|
.SMALL KNOTS |
|
$1.70 |
dependent |
|
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| RED CEDAR BEAMS |
|
(see length below) |
|
|
Air Dry |
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| DOUBLES FIR LUMBER |
|
.COASTAL |
|
$2.00 BF |
Air or Kiln Dry is use |
|
|
|
|
|
dependent |
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| DOUBLES FIR BEAMS |
|
(see length below) |
|
|
Air Dry |
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BEAMS
|
|
-----------------------------------
LENGTH -------------------------
|
|
8'
|
10'
|
12'
|
14'
|
16'
|
18'
|
20'
|
22'
|
24'
|
| 3" wide to 10"
high |
1.82 |
1.95 |
2.08 |
2.21 |
2.34 |
2.47 |
|
|
|
| 4" wide to 10"
high |
1.82 |
1.95 |
2.08 |
2.21 |
2.34 |
2.47 |
2.75 |
|
|
| 5" wide to 10"
high |
2.21 |
2.21 |
2.92 |
2.92 |
2.92 |
3.00 |
3.00 |
3.50 |
3.50 |
| 6" wide to 10"
high |
|
2.34 |
2.34 |
2.34 |
3.25 |
3.25 |
3.50 |
3.50 |
3.50 |
| 8" wide to 10"
high |
|
2.47 |
2.47 |
2.47 |
3.25 |
3.25 |
3.50 |
3.50 |
3.50 |
|
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| 10" wide to 16"'
high |
|
|
3.25 |
3.50 |
3.75 |
4.00 |
4.25 |
4.50 |
4.75 |
| 12" wide to 16"
high |
|
|
3.77 |
4.00 |
4.25 |
4.50 |
4.75 |
5.00 |
5.00 |
|
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PRICE
SHOWN for ROUGH - GREEN. To allow for
shrinkage beams are over cut as needed for selected species.
AIR DRYING of your product at our FACILITIES is FREE
Dry Kiln Charges are 15 cents per board foot to 18% Moisture Content.
Or, 30 cents per BF to 12 % moisture. The above listed wood species
do not require Kiln Drying.
TRUE DIMENSIONED BEAMS
Precision Band Sawn Beams of the above species do not require Resizing.
The shrinkage factors are well known, We guarantee a 90% yield with
plus or minus 1/8 inch tolerance.
Shipping Costs: Prepaid by Buyer.
Note: Beam/Timber pricing for all species sold by MCP Mills are the
same. Any special conditions that apply are listed below the legend.
There are price breaks based upon processing costs, current inventory,
the Season, quality per item, ect... It never hurts to ask.
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|
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SELECTION DIAGRAM |
|
BALD CYPRESS |
TIDEWATER
Red Cypress |
COASTAL
Red Cypress |
INLAND
YELLOW
Paint Grade |
|
Medium Cost
|
Highest Cost
|
Lowest Cost
|
Large Diameter Timbers.
Reddish Brown Grain
Highlights |
Small Tight Grain Timbers.
Pronounced
Red/Brown Heartwood |
Open Grain Timbers
White to Yellow |
| Medium Density Wood |
High Density Wood |
Low Density Wood |
| BEAMS |
BEAMS |
|
| Non Structural |
Non Structural |
|
| Structurally Rated |
|
|
| LUMBER |
LUMBER |
|
To 18"Wide Plank
To 12"wide
To 12"Wide Vertical Grain
Knotty Grade Clear Grade
Pecky |
To 12"Wide Mixed Grain
-------------
To 5"Wide Vertical Grain
Knotty Grade Clear Grade
Pecky |
------------------
------------------
To 8"wide
Mixed Grade Mixed Grade
------------------ |
| MOLDINGS |
MOLDINGS |
MOLDINGS |
T&G Decking to 12"Face
T&G Flooring to 12"Face |
-----------------------
T&G Flooring to 7.25"Face |
|
| MILLING |
MILLING |
MILLING |
| Lap Siding |
---------------------- |
Lap Siding |
| Plank Flooring |
---------------------- |
---------------------- |
| Paneling |
Paneling |
---------------------- |
| Stair Treads/Risers |
Stair Treads/Risers |
---------------------- |
| Doors |
Doors |
Doors |
| Sash & Windows |
Sash & Windows |
Sash & Windows |
| Spindles |
Spindles |
Spindles |
| Rails |
Rails
|
Rails |
| |
|
|
NOTES:
Decay Resistant & can be used for all applications
|
Very
Decay Resistant.
Some Selection for the Application |
Moderate
Decay
Resistant. |
| |
|
|
UV INHIBITOR with PH neutralizer
to maintain natural color is available.
( Lab tested to
simulate 15 years of exposure )
BALD
CYPRESS
ENGINEERING SPECIFICATIONS
GENERAL DISCUSSION
Bald
cypress ( Taxodium distichum) is commonly
known as Cypress, Red Cypress, Yellow Cypress, and White Cypress.
Commercially, the terms "Tidewater Red", "Coastal Red", and "Inland
Yellow"Cypress are frequently used.
About
one half of the Cypress comes from the Southern States and one fourth
from the South Atlantic States. Few Old Growth Cypress timber stands
exist today. Even new growth is not as readily available as it was
several decades ago.
The
wood is moderately heavy, strong, and hard. The heartwood of old-growth
timber is one of our most decay-resistant woods; but second growth
timber is only moderately decay resistant.
Cypress
has been used principally for building construction, especially where
resistance to decay is required. It is used for Sash, Doors, Blinds,
and General Millwork, including interior trim, paneling, and flooring.
Today,
Cypress has to be carefully selected for its intended use. In general
terms; use Tidewater Cypress for Beams, heavy construction, and flooring.
Use Coastal Cypress for ornamental work such as cabinets, paneling,
doors, windows, and other millwork.
GENERAL SPECIFICATIONS
01)
| 01)
|
Color of dry
heartwood
|
Light Yellow
to Reddish Brown
|
|
02) |
Type Figure
in Plain sawn Lumber
|
Conspicuous
irregular
|
|
|
growth
ring
|
|
|
03) |
Type of Figure
in Quartered Lumber
|
Distinct, not
conspicuous
|
|
|
growth ring stripe
|
|
|
04) |
Average Moisture
content/Green Wood
|
Heartwood
|
121.0 % |
|
|
Sapwood
|
171.0 |
|
05) Shrinkage from Green to 12% air/oven dry |
Radial
|
3.8 % |
|
|
Tangential
|
6.2 |
|
|
Volumetric
|
10.5 |
| 06) |
Density in Pounds-Mass
per Cubic Foot |
Specific Gravity/Moisture
|
|
Green
|
42 / 38 % |
35.6 lbs
|
|
Dry
|
46
/ 8 |
31.0
|
|
07) |
New Growth Heartwood
Decay
|
Moderately Resistant |
|
|
Old Growth Heartwood
Decay
|
Very Resistant |
|
08) |
Thermal Conductivity-BTU in/H-Ft |
1.2 Deg F 3-6 |
|
|
MECHANICAL PROPERTIES |
|
|
|
09) |
SPECIFIC GRAVITY
|
.46
|
|
|
10) |
Modulus of Rupture
|
10,600.
|
|
|
11) |
Modulus of Elasticity
(million PSi)
|
1.44
|
|
|
12) |
Work to Max
Load in Lbs per Cu Inch
|
8.2
|
|
|
13) |
Impact Bending
Height of Drop causing
|
|
|
|
complete Failure
in inches
|
24.
|
|
|
14) |
Compression
Parallel to Grain
|
|
|
|
Max Crushing
Strength in PSI
|
6,360.
|
|
|
15) |
Compression
Perpendicular to Grain
|
|
|
|
Fiber Stress
@ Proportional Limit in PSI
|
730.
|
|
|
16) |
Shear Parallel
to Grain - Max Shearing
|
|
|
|
Strength in
PSI
|
1,000.
|
|
|
17) |
Tension Perpendicular
to Grain - Max
|
|
|
|
Tensile Strength
in PSI
|
270.
|
|
|
18) |
Side Hardness-Load
Perpendicular to
|
|
|
|
Grain in pounds
|
510.
|
|
|
19) |
TOUGHNESS
|
|
|
|
Radial - Inch
Pounds
|
180.
|
|
|
Tangential -
Inch Pounds
|
210.
|
|
|
20) |
Alteration in
Fiber Structure due to
|
|
|
|
Moisture Level
|
.21 %
|
|
|
|
|
SELECTION DIAGRAM |
|
EASTERN RED CEDAR |
CEDAR
- SEMI - CLEAR
|
CEDAR - KNOTTY
|
WHITE
CEDAR |
|
Highest Cost
|
Lowest Cost
|
Same as Red Cedar
|
| Butt Log
Only. Small encased knots. Bright to Dull Red, little if any white
streaks. |
Secondary Log(s). Small
to Medium size Knots. Bright to Dull Red Heartwood. With Pronounced
White Streaks |
White to
very light Reddish Brown. Lightly Aromatic |
| Highest Density Wood
among the Cedar Family. |
Medium Density Wood |
Low Density Wood |
| BEAMS |
BEAMS |
BEAMS |
| Limited Structural |
Non Structural |
Non Structural |
| |
|
|
| LUMBER |
LUMBER |
LUMBER |
To 18"Wide Plank
To 6"Wide Vertical Grain
-----------------
Clear Grad |
To 8"Wide Mixed Grain
To 3"Wide Vertical Grain
Knotty Grade
---------------- |
Same
Same |
| MOLDINGS |
MOLDINGS |
MOLDINGS |
T&G Decking to 9.25"
Face
T&G Flooring to 9.25" Face |
T&G Decking to 5.25"
Face
T&G Flooring to 5.25" Face |
T&G Decking to 5.25"
Face
None |
| MILLING |
MILLING |
MILLING |
| Lap Siding |
Lap Siding |
Lap Siding |
| Plank Flooring |
Plank Flooring |
None |
| Paneling |
Paneling |
Paneling |
| Stair Treads/Risers |
Stair Treads/Risers |
None |
| Doors |
Doors |
Doors |
| Sash & Windows |
Sash & Windows |
Sash & Windows |
| Spindles |
Spindles |
Spindles |
| Rails |
Rails
|
Rails |
| Fence |
Fence |
Fence |
NOTES:
Very Decay Resistant & can be used for all applications. Very
Stable.
|
Very
Decay Resistant.
Some Selection for the Application. Very Stable. |
Very
Decay Resistant and
Very Stable |
| |
|
|
UV INHIBITOR with PH neutralizer
to maintain natural color is available.
( Lab tested to
simulate 15 years of exposure )
EASTERN RED
CEDAR
ENGINEERING SPECIFICATIONS
GENERAL DISCUSSION
Eastern
Red Cedar (Juniperus virginiana) grows though out the eastern half of
the United States except along the Gulf coast. The commercially viable
Cedar is from the southern Appalachian and Cumberland Mountain regions.
The
wood is moderately heavy, low in strength, hard, and high in shock resistance
but low in stiffness. It has very small shrinkage and stays in place well.
The texture is fine and uniform. Grain is usually straight, except where
deflected by knots, which are small but numerous. The heartwood is exceptionally
resistant to decay. Of note is that Eastern Red Cedar's specific gravity
is 47, whereas Western Red cedar is 33.
It
is used for non structural beams, flooring, cabinets, doors, window, fencing,
paneling as well as novelties.
Nearly
clear cedar lumber under six inches in width is available with lengths
to ten feet. Small dimensioned beams (6"x 10") up to 24 feet in length
are available. When selected out, exterior siding can be produced in lengths
to 50 feet.
GENERAL SPECIFICATIONS
01)
| 01)
|
Color of dry heartwood
|
Brick Red to Deep
Reddish Brown
|
|
02) |
Type Figure in Plain
sawn Lumber
|
Occasionally streaks
of white sapwood
alternating with heartwood.
|
|
|
|
|
|
03) |
Type of Figure in
Quartered Lumber
|
Occasionally streaks
of white sapwood
alternating with heartwood.
|
|
|
|
|
|
04) |
Average Moisture
content/Green Wood
|
Heartwood
|
33.0 % |
|
|
Sapwood
|
--.- |
|
05) Shrinkage from Green to 12% air/oven dry |
Radial
|
3.1 % |
|
|
Tangential
|
4.7 |
|
|
Volumetric
|
7.8 |
| 06) |
Density in Pounds-Mass
per Cubic Foot |
Specific Gravity/Moisture
|
|
Green
|
44 / 33 % |
39.5 lbs
|
|
Dry
|
47
/ 8 |
31.5
|
|
07) |
New Growth Heartwood
Decay
|
Very Resistant |
|
|
|
|
|
08) |
Thermal Conductivity-BTU in/H-Ft |
1.1 Deg F 3-6 |
|
|
MECHANICAL PROPERTIES |
|
|
|
09) |
SPECIFIC GRAVITY
|
.47
|
|
|
10) |
Modulus of Rupture
|
8,800.
|
|
|
11) |
Modulus of Elasticity
(million PSi)
|
.88
|
|
|
12) |
Work to Max Load
in Lbs per Cu Inch
|
8.3
|
|
|
13) |
Impact Bending Height
of Drop causing
|
|
|
|
complete Failure
in inches
|
22.
|
|
|
14) |
Compression Parallel
to Grain
|
|
|
|
Max Crushing Strength
in PSI
|
6,020.
|
|
|
15) |
Compression Perpendicular
to Grain
|
|
|
|
Fiber Stress @ Proportional
Limit in PSI
|
920.
|
|
|
16) |
Shear Parallel to
Grain - Max Shearing
|
|
|
|
Strength in PSI
|
-.-
|
|
|
17) |
Tension Perpendicular
to Grain - Max
|
|
|
|
Tensile Strength
in PSI
|
-.-
|
|
|
18) |
Side Hardness-Load
Perpendicular to
|
|
|
|
Grain in pounds
|
900.
|
|
|
19) |
TOUGHNESS
|
|
|
|
Radial - Inch Pounds
|
90.
|
|
|
Tangential - Inch
Pounds
|
130.
|
|
|
20) |
Alteration in Fiber
Structure due to
|
|
|
|
Moisture Level
|
.21 %
|
|
UV
INHIBITOR with PH neutralizer
to maintain natural color is available.
( Lab tested to simulate
15 years of exposure )
DOUGLAS FIR
ENGINEERING SPECIFICATIONS
GENERAL DISCUSSION
Douglas-Fir
(Pseudotsuga menziesii) grows from the Rocky Mountains to the Pacific
Coast and from Mexico to Central British Columbia. The Douglas-Fir production
comes from the coastal states of Oregon, and Washington.
A
small amount comes from California and the Rock y Mountain States. As
of 1970 these areas no longer provide premium grade Douglas-Fir and/or
are prohibited from logging Old-Growth.
Secondary
Growth is known as Red-Fir. The sapwood can be as much as three inches
for trees of commercial size. The Heartwood is Reddish in color. As of
this writing there are no engineering specifications.
The
wood of Douglas-Fir varies widely in weight and strength. Strength is
determined by the Density Rule. This rule uses percentage of late wood
and the rate of growth as they affect density. Established grade rules
have been in effect for decades, however, these rules have been relaxed
as of 2001. The more strident rules are; "Free of Heart", "Selected for
Exposure", "Structurally Rated", "The Density Rule", and "Vertical Grain".
For Structural
applications Douglas-Fir requires minimal air drying. For Millwork, Kiln
Dried lumber is required for its intended use, and geographic area.
GENERAL SPECIFICATIONS
01)
| 01)
|
Color of dry heartwood
|
Orange Red, or Yellow
|
|
02) |
Type Figure in Plain
sawn Lumber
|
Conspicuous growth
ring.
|
|
|
|
|
|
03) |
Type of Figure in
Quartered Lumber
|
Distinct, not conspicuous
growth ring stripe.
|
|
|
|
|
|
04) |
Average Moisture
content/Green Wood
|
Heartwood
|
37.0 % |
|
|
Sapwood
|
115 |
|
05) Shrinkage from Green to 12% air/oven dry |
Radial
|
4.8 % |
|
|
Tangential
|
7.6 |
|
|
Volumetric
|
12.4 |
| 06) |
Density in Pounds-Mass
per Cubic Foot |
Specific Gravity/Moisture
|
|
Green
|
45 / 37 % |
38.2 lbs
|
|
Dry
|
50
/ 12 |
34.9
|
|
Dry
|
48
/ Oven Dry |
30.0
|
|
07) |
New Growth Heartwood
Decay
|
Very Resistant |
|
|
|
|
|
08) |
Thermal Conductivity-BTU in/H-Ft |
2 Deg F 1.1 |
|
|
MECHANICAL PROPERTIES |
|
|
|
09) |
SPECIFIC GRAVITY
|
.48
|
|
|
10) |
Modulus of Rupture
|
12,400..
|
|
|
11) |
Modulus of Elasticity
(million PSi)
|
1.95
|
|
|
12) |
Work to Max Load
in Lbs per Cu Inch
|
9.9
|
|
|
13) |
Impact Bending Height
of Drop causing
|
|
|
|
complete Failure
in inches
|
31.
|
|
|
14) |
Compression Parallel
to Grain
|
|
|
|
Max Crushing Strength
in PSI
|
7,230.
|
|
|
15) |
Compression Perpendicular
to Grain
|
|
|
|
Fiber Stress @ Proportional
Limit in PSI
|
800.
|
|
|
16) |
Shear Parallel to
Grain - Max Shearing
|
|
|
|
Strength in PSI
|
1,130.
|
|
|
17) |
Tension Perpendicular
to Grain - Max
|
|
|
|
Tensile Strength
in PSI
|
340.
|
|
|
18) |
Side Hardness-Load
Perpendicular to
|
|
|
|
Grain in pounds
|
710.
|
|
|
19) |
TOUGHNESS
|
|
|
|
Radial - Inch Pounds
|
200.
|
|
|
Tangential - Inch
Pounds
|
3600.
|
|
|
20) |
Alteration in Fiber
Structure due to
|
|
|
|
Moisture Level
|
.24 %
|
|
Due to the wide range
of Douglas-Fir wood characteristics the supplier must know the intended
use to modify the above engineering specifications.
|