Chapter II

Select and Prepare Materials

Red Seal Practice study guide with diagrams.

Choosing and Preparing Materials

This chapter covers the knowledge required for the Red Seal exam in cabinetmaking regarding the selection, evaluation, and preparation of materials. You will find the technical principles, calculations, applicable Canadian standards, and common pitfalls to avoid.

1. Classification and Properties of Wood

1.1 Softwoods vs. Hardwoods

Material selection begins with understanding the two major botanical families.

CharacteristicSoftwoods (Conifers)Hardwoods (Deciduous Trees)
Cellular structureTracheids (90-95%)Vessels (pores) + fibres
Typical density (kg/m³, at 12% MC)350 – 550450 – 900
Hardness (Janka test, N)1,500 – 3,5003,000 – 12,000
Total volumetric shrinkage (%)8 – 1210 – 16
Relative costLow to mediumMedium to high
Cabinetmaking useFraming, veneers, carcassesVisible furniture, drawers, panels

Rule of thumb: for a drawer or visible panel, choose a hardwood. For a non-visible carcass, a stable softwood (pine, fir) is sufficient.

1.2 Common Hardwoods in Cabinetmaking

Maple (Acer saccharum): very hard, fine grain, ideal for countertops and drawers. High shrinkage (12-14% volumetric).
Red Oak (Quercus rubra): ring-porous, pronounced grain, takes stain well. Watch for splinters when sanding.
Black Walnut (Juglans nigra): stable, easy to machine, chocolate colour. High price.
Cherry (Prunus serotina): darkens with age (phototropism), fine grain, excellent for mouldings.
Yellow Birch (Betula alleghaniensis): strong, used for Baltic birch plywood (imported) or Canadian birch panels.

1.3 Moisture Content and Equilibrium Moisture Content

Moisture content (MC) is the ratio of the mass of water in the wood to its oven-dry mass. It is calculated as:

MC (%) = (Wet mass – Oven-dry mass) / Oven-dry mass × 100

Example: a board weighs 2.5 kg at purchase and 2.1 kg after oven-drying.

MC = (2.5 – 2.1) / 2.1 × 100 = 19.0%

Equilibrium moisture content (EMC) depends on the temperature and relative humidity of the air. In Canada, for a heated interior (20 °C, 35-45% RH), the EMC is 6 to 8%. For an unheated garage, it can reach 12-14%.

Exam rule: wood must be acclimatized to the humidity of the final use location before machining. A 2% difference between two assembled pieces will cause warping or cracking.

1.4 Shrinkage and Swelling

Shrinkage is anisotropic: it is greatest in the tangential direction (6-10%), half that in the radial direction (3-5%), and almost negligible in the longitudinal direction (0.1-0.3%).

Calculating expected shrinkage:

ΔL = L × (MC₁ – MC₂) × S

Where:

ΔL = dimensional change (mm)
L = initial dimension (mm)
MC₁, MC₂ = initial and final moisture content (%)
S = shrinkage coefficient (tangential or radial, in % per % MC)

Example: an oak board 200 mm wide (tangential direction, S = 0.35%/% MC) goes from 12% to 7% MC.

ΔL = 200 × (12 – 7) × 0.0035 = 3.5 mm

This board will shrink 3.5 mm in width. Trap: do not confuse S as a fraction (0.0035) versus S as a percentage (0.35%). Always use the fraction in the calculation.

2. Canadian Standards and Wood Grading

2.1 Grading and Drying Standards

The National Lumber Grades Authority (NLGA) publishes the grading rules for framing and millwork lumber in Canada. The main grades for cabinetmaking:

Select Structural: superior quality, minimal knots, used for visible parts.
No. 1 and No. 2: acceptable defects, common structural use.
No. 3: more significant defects, non-visible use.

For hardwoods, grading follows the NHLA (National Hardwood Lumber Association): FAS (First and Second), Select, No. 1 Common, No. 2 Common. In cabinetmaking, FAS or Select is generally required for visible faces.

2.2 Plywood and Composite Panels

Panel TypeReference StandardKey Characteristics
Birch plywoodCSA O121Minimum 7 plies, defect-free faces, used for carcasses and drawers
Softwood plywoodCSA O151Grades A to D, structural or hidden use
MDF (Medium-Density Fibreboard)ANSI A208.2Density 640-800 kg/m³, clean edges, ideal for painted mouldings
ParticleboardANSI A208.1Less dense, holds screws poorly, used for drawer bottoms
OSBCSA O325Structural use only, never on visible surfaces

Exam rule: CSA O121 birch plywood is the standard for quality drawer boxes. MDF is preferred for painted doors because it has no grain and will not warp.

2.3 Veneers and Veneered Panels

A veneer has a thickness of 0.5 to 3 mm. Veneered panels consist of a core (MDF, particleboard, or laminated) covered with a hardwood veneer. CSA O153 covers veneered panels for interior use.

Trap: a 0.6 mm veneer cannot be sanded more than 0.2 mm total. Excessive sanding will cut through the veneer and expose the core.

3. Material Selection by Application

3.1 Selection Criteria

For each piece of furniture, evaluate:

49.Mechanical strength: static load (shelf), dynamic load (drawer).
50.Dimensional stability: MC variations in the environment.
51.Aesthetic appearance: grain, colour, uniformity.
52.Machinability: ease of cutting, gluing, finishing.
53.Cost: value for the application.

3.2 Quick Selection Table

ApplicationRecommended MaterialJustification
CountertopSolid maple or veneer over MDFHardness, abrasion resistance
Drawer frontCherry, maple, oakAppearance, stability
Drawer sideBirch (plywood)Stability, shear strength
Drawer bottom6 mm MDF or 6 mm plywoodLightweight, flatness
Bookshelf19 mm birch plywoodMinimal deflection under load
Cabinet doorVeneered MDF or solid woodStability, no warping
Decorative mouldingMDF or solid woodEase of profiling

3.3 Deflection Calculation for Shelves

The maximum allowable deflection for a shelf is L/360 (L = span in mm). For a span of 900 mm, the maximum deflection = 900/360 = 2.5 mm.

Deflection formula for a uniformly distributed load (simple supports):

δ = (5 × q × L⁴) / (384 × E × I)

Where:

δ = deflection (mm)
q = linear load (N/mm)
L = span (mm)
E = modulus of elasticity (N/mm²): maple ≈ 12,000, MDF ≈ 3,500, birch plywood ≈ 10,000
I = moment of inertia of the section (mm⁴) = (b × h³) / 12 for a rectangular section

Example: birch shelf (E = 10,000 N/mm²), width b = 300 mm, thickness h = 19 mm, span L = 800 mm, load q = 0.005 N/mm (≈ 5 kg/m).

I = (300 × 19³) / 12 = (300 × 6,859) / 12 = 171,475 mm⁴

δ = (5 × 0.005 × 800⁴) / (384 × 10,000 × 171,475)

δ = (5 × 0.005 × 4.096 × 10¹¹) / (6.585 × 10¹¹)

δ = 1.024 × 10¹⁰ / 6.585 × 10¹¹ = 0.0155 mm

The deflection is negligible. Trap: if the thickness doubles, the deflection is divided by 8 (h³). Always check the thickness before calculating.

4. Material Preparation

4.1 Cutting and Selecting Pieces

Cutting involves sawing boards into blanks while considering:

75.Wood grain: long pieces must follow the grain.
76.Defects: exclude knots, cracks, resin pockets.
77.Shrinkage: allow 3 to 5 mm extra in width and 10 to 15 mm in length for final machining.
78.Orientation: for a panel, alternate the growth rings (convex/concave) to minimize cupping.

3 mm rule: any piece intended for a visible surface must be cut with at least 3 mm of surplus per machined face.

4.2 Surfacing and Thicknessing

Surfacing (jointing) creates a flat face perpendicular to the adjacent edge. Thicknessing (planing) brings the thickness to the final dimension.

Correct procedure:

83.Surface one face (reference face).
84.Surface one edge perpendicular to it (reference edge).
85.Thickness the other face to the desired dimension.
86.Saw the other edge to width.

Frequent error: thicknessing before surfacing. The piece has no flat reference face, and the thickness will be uneven.

4.3 Gluing and Pressing

Wood gluing requires:

MC between 6 and 10% for most PVA glues (white or yellow).
Minimum temperature of 16 °C for curing.
Contact pressure: 0.7 to 1.4 MPa (100-200 psi) for hardwoods, less for softwoods.
Pressing time: 30 to 60 minutes for yellow glue (aliphatic), 24 hours for final strength.

Reference standard: CSA O112 covers glues and adhesives for wood. Yellow glue (Type II) resists moderate humidity; white glue (Type I) is for dry interior use only.

4.4 Sanding

Standard sanding sequence for a lacquered finish:

Grit 80: removing machining marks.
Grit 120: intermediate smoothing.
Grit 180: preparation for staining.
Grit 220: preparation for varnish or lacquer.

Rule: never skip more than one grit (e.g., going from 80 to 180 is not allowed). Each subsequent grit must remove the scratches from the previous one.

5. Safety and Environmental Standards

5.1 Wood Dust

Wood dust is classified as a known carcinogen (Group 1) by the IARC. The most dangerous species: oak, beech, birch. The Canada Labour Code (Canada Occupational Health and Safety Regulations) sets the exposure limit for wood dust at 1 mg/m³ (inhalable fraction) for hardwoods and 5 mg/m³ for softwoods.

Required equipment: source extraction (dust collector with HEPA filter), N95 mask minimum, safety glasses.

5.2 Finishes and VOCs

Finishes containing volatile organic compounds (VOCs) are governed by the Consumer Products Containing Lead Regulations (Health Canada) and ventilation standards. Use low-VOC products (< 250 g/L for lacquers) and ensure ventilation of 10 air changes per hour in a spray booth.

5.3 Legal Sourcing

Wood must come from legal sources. The Canada Wildlife Act and the CITES Convention regulate the importation of exotic woods (rosewood, ebony). Require a certificate of origin for any imported wood.

6. Quality Control and Inspection

6.1 Receiving Inspection

Upon delivery, check:

113.MC with a pin-type moisture meter (10-15 mm depth). Maximum 2% difference between pieces in the same lot.
114.Flatness: place the board on a flat surface, check for cupping with a 1 m straightedge (maximum gap 1 mm).
115.Visible defects: knots, cracks, insect damage, abnormal discolouration.
116.Dimensions: measure at 3 points (ends and centre), tolerance ± 1 mm on thickness, ± 2 mm on width.

6.2 Machining Tolerances

OperationStandard Tolerance
Thickness after thicknessing± 0.1 mm
Width after sawing± 0.5 mm
Length after square cutting± 0.5 mm
Tenon alignment± 0.2 mm
Dowel diameter± 0.1 mm

Trap: tolerances add up. If you stack 3 operations at ± 0.5 mm, the total deviation can reach ± 1.5 mm, which is visible on a joint.

7. Quantity and Cost Calculations

7.1 Calculating Veneer Surface Area

To veneer a panel 600 mm × 900 mm with a 0.6 mm veneer:

Surface area = 0.6 × 0.9 = 0.54 m²

Add 10% for waste (cutting, matching): 0.54 × 1.1 = 0.594 m² of veneer required.

7.2 Calculating Solid Wood Volume

A board 2.4 m × 150 mm × 50 mm:

Volume = 2.4 × 0.15 × 0.05 = 0.018 m³

At a price of $1,200/m³, the cost = 0.018 × 1,200 = $21.60

7.3 Cutting Yield

The typical yield of a hardwood board is 60 to 70% (the rest is lost to offcuts, defects, over-thickness). For an order of 10 m² of finished surface, plan for:

Gross surface = 10 / 0.65 = 15.4 m² of wood to purchase.

8. Summary

Moisture content is the most critical parameter: aim for 6-8% for heated interiors, acclimatize wood before machining.
Tangential shrinkage is twice the radial; always calculate dimensional change for wide panels.
Use the standards CSA O121 (birch plywood), CSA O151 (softwood plywood), CSA O153 (veneered panels), CSA O112 (adhesives).
Cutting must allow 3-5 mm of over-thickness per machined face.
The allowable deflection for a shelf is L/360; check the thickness before calculating.
Machining tolerances add up: plan operations to stay under ± 1 mm on visible joints.
Hardwood dust is carcinogenic: limit of 1 mg/m³, extraction required.
The cutting yield is 60-70%: purchase 30-40% more material than the finished surface area.

9. Pitfalls to Avoid

142.Confusing MC and EMC: MC is the amount of water in the wood; EMC is the MC the wood will reach in a given environment. Do not use them interchangeably in calculations.
143.Forgetting longitudinal shrinkage: it is almost negligible (0.1-0.3%), but some candidates apply it by mistake. Only use it for very long pieces (> 3 m).
144.Using the wrong shrinkage coefficient: the tangential coefficient is approximately 2× the radial. For a flat-sawn board, use the tangential; for quarter-sawn, use the radial.
145.Neglecting acclimatization: wood at 12% MC machined and then placed in a room at 7% MC will shrink after assembly, causing cracks at the joints.
146.Choosing MDF for a drawer: MDF deforms under load and holds screws poorly. Use birch plywood.
147.Sanding veneer too much: a 0.6 mm veneer cannot withstand more than 0.2 mm of total sanding. Use a maximum grit of 180 for finishing.
148.Ignoring the dust standard: the 1 mg/m³ limit for hardwoods is a regulatory requirement, not a recommendation.
149.Calculating deflection with inconsistent units: the load q must be in N/mm, not kg/m. Convert: 1 kg/m = 0.00981 N/mm.
150.Forgetting cutting losses: a 100% yield does not exist. Always plan for 30-40% surplus.
151.Not checking MC upon receipt: a lot delivered at 15% MC into a shop at 7% MC will cause massive warping. Refuse the delivery if the difference exceeds 3%.

This chapter covers the essentials for passing the "Material Selection and Preparation" section of the Red Seal exam. Review the shrinkage and deflection calculations, memorize the CSA standards, and practice identifying wood defects on real samples. Good luck with your preparation.

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