"That Looks Like Crap." "I Think It Looks Great." Now What?
(Two-part series. This week: the criteria that have numbers behind them. Next week: the ones that don't — color, texture, profile, and the arguments nobody wins.)
Here's the scene. It's three weeks after the balcony coating went down, it rained overnight, and there's a puddle on unit 12.
A unit owner photographs it and calls it a defect. The contractor says every deck holds a little water and it'll be gone by noon.
Both statements sound reasonable. Neither one is a standard. And the association is now negotiating from a position of "we don't like it," which is the worst position available.
Last month I wrote about who is responsible for reviewing construction work on an association's behalf. This is the harder half of that same problem: reviewing it against what?
Because if the answer is "against what this particular director thinks looks right," you don't have an acceptance process. You have a personality contest, and the contractor will win it — not because he's wrong, but because you have nothing to point at.
The good news is that far more of this is measurable than boards assume.
1. Most of What You Think Is Aesthetic Is Actually a Number
When a director says the paint looks blotchy, that's usually not taste. It's film thickness, and film thickness is measured in mils with a gauge. When somebody says the new concrete looks bad, that's usually cracking or flatness — both measurable. When the railings look "cheap," that's often surface preparation, which has a defined standard.
The argument feels subjective because nobody wrote the number down. Here's roughly what the numbers are across the scopes an HOA actually buys:
Paint and coatings — dry film thickness in mils, coverage rate, adhesion by tape pull (ASTM D3359), and color match expressed as a ΔE value rather than "close enough."
Steel railings and metal — surface preparation to a defined SSPC standard before anything gets sprayed. Most railing disputes are prep disputes wearing a paint costume.
Concrete flatwork — flatness by 10-foot straightedge, tolerances per ACI 117, and an explicit crack-width acceptance threshold. ACI's own guidance is that some cracking is expected, not defective. If your spec doesn't state a width, every hairline crack becomes a negotiation.
Asphalt — compaction density as a percentage of maximum, thickness verified by cores, smoothness by straightedge.
Stucco and EIFS — coat thicknesses and a stated crack-width limit.
Tile and pavers — lippage per ANSI A108, measured in thirty-seconds of an inch, not in "you can feel it with your foot."
Sealant joints — width-to-depth ratio and minimum dimensions per ASTM C1193, backer rod required, tooled.
Drywall — a specified Level of Finish, 0 through 5 (Gypsum Association GA-214). If your spec doesn't name a level, you have no argument about the finish.
Roofing — the manufacturer's published application instructions, which are also what your warranty is measured against.
Nobody on your board needs to memorize that list. But somebody on your side has to put those numbers into the specification before the bid — which brings us right back to the question of who's doing the technical work for the association.
A dispute about a number is a five-minute conversation with a gauge. A dispute about a feeling is a lawsuit.
2. Ponding: The Best Example on the Whole List
Back to the puddle, because it's the argument I get called about most, and because it proves the point better than anything else.
Ponding is not a cosmetic complaint. Standing water is the fastest way to age a coating, a membrane, or a pavement — and, more expensively, it is an exclusion in most of the product warranties you're relying on. The puddle doesn't just look bad. It can quietly cancel the coverage you paid for.
Every industry involved has already answered the question, and they all landed in the same place.
The 48-hour rule
The roofing industry set the measurable version first. NRCA's criterion is that there be no ponding water 48 hours after a rain, under conditions conducive to drying. Short-duration standing water is expected and acceptable. Water still sitting on day three is a drainage defect.
Then the waterproofing industry adopted it. The manufacturers who make your balcony and deck coatings define positive drainage as designing the structure — with allowance for deflection — so the area drains within 48 hours of the end of rainfall. Same test, same clock, same 1/4-inch-per-foot slope target.
So a balcony is held to essentially the same standard as a roof. Where they differ is why balconies fail it.
Why balconies pond even when nobody did anything wrong
A balcony is a small, cantilevered, usually wood-framed structure with a door threshold, a railing, and one drainage path. Nearly everything on that list works against drainage.
Deflection is the big one, and it's the one boards never hear about. Cantilevers deflect under load. Framing shrinks. Buildings settle. A balcony built at exactly 2% that deflects a quarter inch at the tip no longer drains — which is why design slope has to be additive to expected deflection rather than equal to the minimum, and why a balcony that passed at construction can start ponding three years later with nobody at fault.
After that, the usual suspects: a deck drain or scupper set even an eighth of an inch above the finished surface, which makes the balcony a shallow pan by design. Multi-coat traffic systems building up thickness at the perimeter until the edge becomes a low dam. Required threshold heights forcing a flat area right at the door — the most water-sensitive detail on the whole balcony. Concrete repairs placed flat to match adjacent surfaces, erasing whatever slope was there.
And here's why it matters more than it does on a roof. Standing water on a roof ages a membrane. Standing water on a balcony sits above wood framing, a door assembly, and somebody's living room, and the failure is structural rather than cosmetic. Water that gets past a tired membrane rots the framing and the connections holding the balcony up. That's the exact failure mode behind California's balcony inspection laws, which now require periodic inspection of exterior elevated elements and their waterproofing systems by a licensed architect or engineer. Colorado has no equivalent statute. The physics are identical.
Whose problem is the slope?
This is where associations get angry at the wrong party, so it's worth stating plainly. Slope is a design and substrate condition, not a finish condition. The manufacturers' own specifications say so — they assign drainage design to the design professional, not to the applicator. Your coating contractor didn't build the balcony and can't correct its pitch with a roller.
So if the bid documents never addressed slope correction, what you have is a scope gap, not a bad contractor. Nobody was negligent. It simply wasn't anybody's assignment — and it will show up as a change order. The one thing you can require is notice: a clause that says the contractor verifies substrate slope before coating and tells you in writing if it won't drain. That converts a surprise into a decision.
The 48-hour balcony walk
You don't need instruments or expertise for this one, and it produces evidence that's hard to argue with.
Wait 48 hours after the rain stops, in ordinary drying weather — not the same afternoon, because the standard allows short-term standing water. Walk the balconies. Anything still holding water is a finding. Outline it with chalk while it's wet, because that outline survives the puddle and shows the extent of the low area after everything dries. Measure the deepest point, photograph it with the unit number in frame, and note whether the low spot is at the drain, at the perimeter, or at the door. Log the date and the weather — without those, the photo proves nothing.
The formal version is ASTM D5957, the flood test: block the drains, flood the area to at least an inch of cover, hold it 24 to 48 hours, and inspect the space below. Run it on the first balcony, before the rest of the building is coated. (One caution — NRCA advises against flood testing roofs. This is a deck and balcony test.)
And if it already ponds
Plan for this honestly, because boards consistently underestimate it: ponding is rarely repairable with coating. The real remedies are re-sloping with a tapered underlayment or mortar bed, lowering or adding drains and scuppers, or a pedestal system that lifts the walking surface above the drainage plane. Each one involves the design professional, each has real cost, and each can affect threshold heights and railing attachment. Get it into the scope during design. Discovering it mid-project is how contingency disappears.
The rest of the property
Asphalt. Design minimum for parking areas is 2%, or 1/4 inch per foot. Below that, "birdbaths" aren't a workmanship failure — they're arithmetic, because normal paving tolerance is larger than the slope you specified. Put the criterion in words: no ponded water exceeding 1/4 inch in depth remaining 24 hours after rainfall. Depth, duration, method.
Concrete flatwork. ACI 302.1R says to set forms and screed guides for a minimum of 1/4 inch per foot where positive drainage is wanted, precisely because a 1% design slope gets eaten by construction tolerance. And the flatness numbers people like to quote don't apply to intentionally sloped surfaces. You cannot verify drainage with a flatness spec. You verify it with water.
The trap nobody sees coming. ADA caps accessible parking spaces and access aisles at 1:48 — about 2.08% — in every direction, while drainage wants a 2% minimum. That's a working band under a tenth of a percent. Accessible stalls are where ponding gets designed into your lot legally, and the time to catch it is at grading design, not after striping.
3. Check the Numbers at Gates, Not at the End
Criteria only help if somebody applies them on a date. Four gates cover most projects:
Gate 1 — Submittals. Products and colors approved before anything is ordered. Gate 2 — First area or mock-up. Including the water test, if there is one. Gate 3 — Progress acceptance. By area or phase, tied to the pay application, so problems surface at balcony three instead of balcony forty-one. Gate 4 — Punch list and final acceptance.
Each gate needs three things written down: who accepts, by when, and against what standard. Miss any one of the three and the gate isn't a gate.
And run the water test on the first area. A flood test at final acceptance tells you the truth at the worst possible moment.
4. Define What a Punch Item Is Before the Walk
One sentence in the pre-construction meeting minutes saves an entire afternoon later:
A defect is work that fails a stated criterion. A preference is work that conforms but that someone would have done differently.
Both are legitimate to raise. Only one of them is the contractor's obligation, and the difference needs to be established before the walk instead of during it. Otherwise the punch list becomes a wish list, and the contractor starts dismissing real defects as taste.
The Bigger Point
Most acceptance arguments on HOA projects aren't really disagreements about quality. They're disagreements that had no reference point, happening between people who are all being sincere.
Get the measurable things measured — thickness, adhesion, density, slope, crack width, lippage, drainage — and you'll find the genuinely subjective pile is much smaller than you feared. Usually two or three decisions per project.
Which is next week's article, and the harder one: what to do about the things no gauge will ever settle.
If you'd like the reference behind this series — an HOA Acceptance Criteria Sheet with the measurable criteria by trade, the ponding thresholds and test methods by industry, a ready-to-adapt ponding and drainage acceptance clause, and a one-page decision gate worksheet — comment below or send me a DM and I'll get it to you.
And I'd like to hear the real ones: what's the acceptance argument your community had, and was there a number anywhere in the contract that could have settled it?
Next week, Part 2: two board members standing on the same balcony, looking at the same railing. One says it looks like crap. The other says it looks great. Now what?
The standards named above are common industry references, not specifications. Your contract documents and the product data sheets for your specific project govern, and they're what any dispute will actually be measured against.
Sean Davis, PMP | Civil Engineer | Current HOA Board Member (12 years) | DHA Construction Management | Broomfield, CO
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