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The Lee Design Build Standard

How a concrete slab should be built.

Five tiers. One standard. Specifications referenced from ACI 332, ACI 360R, PCA, and IRC Chapter 4. This is what's actually under your concrete — tier by tier.

All slabs crack. The question isn’t if — it’s when.

The Five Tiers

What separates a 5-year slab from a 30-year slab.

Scroll across (or down on mobile) to see how each tier is engineered. The two we build are highlighted.

The two quality levels we build for residential concrete

Both engineered · Choose by use & budget

1
MINIMAL
BUILT BY OTHERS
3.5" slab on bare dirt
Base
Bare dirt — no gravel
Slab
3.5"
Reinforcement
None
Strength
3,000 PSI or less
Joints
Tooled, often skipped
Re-entrant
Untreated
Tie-ins
None
Expected service life
5–10 yrs
Cracks within a few seasons.
2
BASIC
BUILT BY OTHERS
4" slab · thin gravel · fiber only
Base
1–2" thin gravel
Slab
4"
Reinforcement
Fiber mesh only
Strength
3,500 PSI
Joints
Tooled, ~12 ft spacing
Re-entrant
Skipped
Tie-ins
Expansion strip only
Expected service life
10–15 yrs
Meets IRC. Just barely.
3
BETTER
OUR ‘GOOD’ PRICE TIER
4" slab · stone base · fiber+wire
Base
4" #57 stone base
Slab
4" air-entrained
Reinforcement
Fiber + 6×6 W2.9 wire
Strength
4,000 PSI
Joints
Saw-cut or tooled, per PCA
Re-entrant
2×#4 diagonal bars, 45°
Tie-ins
Rebar dowels to existing
Expected service life
25–30 yrs
What we build on every job.
4
BEST
OUR ‘BETTER’ / ‘BEST’ TIER
4–5" slab · stone base · fiber+rebar
Base
4–6" stone base, edge-thickened
Slab
4–5" air-entrained
Reinforcement
Fiber + #4 rebar 18–12" OC
Strength
4,000–4,500 PSI
Joints
Early-entry saw + sealant
Re-entrant
2×#4 diagonal + L-bar
Tie-ins
Full dowel system
Expected service life
30–40 yrs
For drive loads, freeze-thaw, decorative finishes.
5
COMMERCIAL
INDUSTRIAL · HEAVY-LOAD
6–10" slab · CTSB · double-mat rebar
Base
Cement-treated + 6"+ gravel
Slab
6–10" w/ vapor retarder
Reinforcement
Double mat #4–#5 + steel fiber
Strength
4,500–6,000+ PSI
Joints
Dowel baskets at every joint
Re-entrant
Engineered diagonal + L-bar
Tie-ins
Doweled per spec

What every Lee Design pour includes.

Four commitments that apply on every job — whether you choose our Better or Best tier.

✓ Engineered base

Engineered to spec, never bare dirt.

✓ Air-entrained mix

4,000+ PSI · freeze-thaw rated.

✓ Control joints placed

Saw-cut or tooled, per PCA spacing.

✓ Re-entrant reinforced

2×#4 bars at every inside corner.

See the spec for your patio in writing.

We send you the engineered build-up, line by line, before you ever put down a deposit.

Engineering Detail

The re-entrant corner.

Every inside corner of a slab is a built-in crack waiting to happen. Shrinkage stress concentrates at the corner; the crack propagates outward at 45°.

We place two #4 rebars at 45° across every re-entrant corner, per ACI 360R Figure A7.3.3. Two bars. $8 in steel. The crack never opens.

L-SHAPED SLAB Re-entrant corner 2×#4 rebar @ 45°

If concrete is subjected to stress at a re-entrant corner, it will inevitably lead to a crack at approximately 45° from the corner.

— Drew Dudley, P.E. · ACI 360R Figure A7.3.3
Specifications Referenced

ACI 332 (Residential Concrete) · ACI 360R (Slabs-on-Ground) · PCA Guidelines · IRC Chapter 4. Every Lee Design quote includes the engineered build-up in writing — before you put down a dollar.

Get the build standard on your patio.

Free 15-minute on-site visit. Written quote with full spec (base, slab, reinforcement, mix, joints) in 24 hours.

Call John direct
(615) 685-5941
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📞 Call Lee Design · (615) 685-5941