Drop your plan. AI reads the scale. Get your quantities. Bluebeam, Excel, PlanSwift, yellow notepad — doesn’t matter. No Sunday nights. No guessing.
Drop a plan; the engine reads the engineer’s vector layers, auto-scales with no setup, paints the takeoff on the engineer’s own sheet, and drops out a bid-ready schedule & estimate. Today it does concrete foundation takeoff — built for concrete & foundation contractors and the estimators who bid them. The same engine then extends to framing, the other trades, and the general contractor’s full estimate.
Every reveal moved the number. Each engine below was priced independently at open-market US rates (Cost & Equity Report, June 2026):
| Plan reader — vector + raster layers, callout OCR | $210K–$260K |
| Placement & tracing — footing inventory, wall snake-spine tracer | $135K–$170K |
| Quantity & schedule engine — concrete/rebar, waste, elevations, steps | $120K–$155K |
| Painted Plan Editor — drag / lock / print, dynamic sheet size | $60K–$80K |
| Domain encoding — 30 years of structural estimating rules | $50K–$70K (understated — the moat) |
| QA + check layers + training data + PM/infra | $170K–$270K |
US-market rebuild to current state: $900K–$1.5M. Fully productized: $1.8M–$3.0M. The $1.0M ask buys into an asset whose open-market rebuild cost already exceeds the investment — before the category comps ($50M Togal cap · $48M Beam AI raised · $100M Bluebeam exit) even enter the room.
The full 36×24 sheet — painted plan with every footing, wall & step, plus the takeoff schedules.
From one plan, bid-ready — click any to read full size.
| HEIGHT | TOF | TOW | THK | LF | CY | W% | +W CY | |
|---|---|---|---|---|---|---|---|---|
| 4'-0" | 6960.50 | 6964.50 | 10" | 231 | 26.1 | 5% | 27.4 | |
| 4'-6" | 6965.00 | 6969.50 | 10" | 44 | 6.0 | 5% | 6.3 | |
| 4'-9" | 6960.50 | 6965.25 | 10" | 22 | 3.3 | 5% | 3.5 | |
| 5'-3" | 6965.00 | 6970.25 | 10" | 12 | 1.9 | 5% | 2.0 | |
| 5'-6" | 6960.50 | 6966.00 | 10" | 33 | 5.6 | 5% | 5.9 | |
| 7'-6" | 6965.00 | 6972.50 | 10" | 51 | 11.8 | 5% | 12.4 | |
| 8'-0" | 6960.50 | 6968.50 | 10" | 5 | 1.2 | 5% | 1.3 | |
| 8'-6" | 6964.00 | 6972.50 | 10" | 15 | 3.8 | 5% | 4.0 | |
| 10'-0" | 6960.50 | 6970.50 | 10" | 20 | 6.1 | 5% | 6.4 | |
| 11'-6" | 6952.00 | 6963.50 | 10" | 17 | 6.1 | 5% | 6.4 | |
| 12'-6" | 6952.00 | 6964.50 | 10" | 29 | 11.2 | 5% | 11.8 | |
| 12'-9" | 6952.00 | 6964.75 | 10" | 53 | 21.0 | 5% | 22.1 | |
| 13'-3" | 6952.00 | 6965.25 | 10" | 88 | 36.2 | 5% | 38.0 | |
| 16'-0" | 6948.50 | 6964.50 | 16" | 7 | 3.6 | 5% | 3.8 | |
| TOTAL | 627 | 144 | ||||||
| + WASTE → ORDER | 151.2 |
| MARK | WIDTH | T.O.F. | LF | CY | W% | +W CY | |
|---|---|---|---|---|---|---|---|
| FC-2.0 | 2'-0" | per wall | 502 | 23.9 | 5% | 25.1 | |
| FC-1.7 | 1'-8" | per wall | 125 | 5.5 | 5% | 5.8 | |
| TOTAL | 627 | 29.4 | |||||
| + WASTE → ORDER | 30.9 |
| MARK | WIDTH | LF | CY | W% | +W CY | |
|---|---|---|---|---|---|---|
| RW 3'-9" | 3'-9" | 34 | 5.8 | 5% | 6.1 | |
| RW 4'-3" | 4'-3" | 30 | 5.8 | 5% | 6.1 | |
| RW 6'-0" | 6'-0" | 55 | 15.0 | 5% | 15.8 | |
| RW 7'-3" | 7'-3" | 59 | 19.5 | 5% | 20.5 | |
| RW 9'-0" | 9'-0" | 13 | 5.3 | 5% | 5.3 | |
| RETAINING TOTAL | 191 | 51.4 | ||||
| + WASTE → ORDER | 54.0 |
| MARK | SIZE | DEP | QTY | CY | W% | +W CY | |
|---|---|---|---|---|---|---|---|
| FS-2.5 | 2'6×2'6 | 12" | 5 | 1.2 | 5% | 1.3 | |
| FS-3.0 | 3'0×3'0 | 12" | 3 | 1.0 | 5% | 1.1 | |
| FS-3.5 | 3'6×3'6 | 12" | 6 | 2.7 | 5% | 2.8 | |
| FS-4.0 | 4'0×4'0 | 12" | 8 | 4.7 | 5% | 4.9 | |
| FS-4.5 | 4'6×4'6 | 12" | 6 | 4.5 | 5% | 4.7 | |
| FS-5.0 | 5'0×5'0 | 12" | 6 | 5.6 | 5% | 5.9 | |
| FS-5.5 | 5'6×5'6 | 12" | 4 | 4.5 | 5% | 4.7 | |
| FS-6.0 | 6'0×6'0 | 16" | 5 | 8.9 | 5% | 9.3 | |
| FS-6.5 | 6'6×6'6 | 16" | 3 | 6.3 | 5% | 6.6 | |
| FS-7.0 | 7'0×7'0 | 16" | 8 | 29.0 | 5% | 30.5 | |
| FS-7.5 | 7'6×7'6 | 16" | 5 | 20.8 | 5% | 21.8 | |
| FS-8.0 | 8'0×8'0 | 24" | 3 | 14.2 | 5% | 14.9 | |
| FS-8.5 | 8'6×8'6 | 24" | 3 | 16.1 | 5% | 16.9 | |
| FS-9.5 | 9'6×9'6 | 24" | 1 | 6.7 | 5% | 7.0 | |
| TOTAL | 66 | 126.1 | |||||
| + WASTE → ORDER | 132.4 |
| MARK | SIZE | H ft | QTY | CY | W% | |
|---|---|---|---|---|---|---|
| CP-18 | 18"x18" | wall | 1 | 0.33 | 5% | |
| CP-24 | 24"x24" | 10.0 | 2 | 1.19 | 5% | |
| CP-26 | 26"x26" | wall | 2 | 1.39 | 5% | |
| CP-30 | 30"x30" | wall | 1 | 0.93 | 5% | |
| TOTAL | 6 | 3.8 |
| CONFIRMED TOTAL · BY SCOPE | #4 | #5 | ||
| Walls (vert + horiz) | 182 | 311 | ||
| Footings (horiz + J-bar) | 220 | - | ||
| TOTAL 20' STICKS | 402 | 311 | ||
| + WASTE → ORDER | 423 | 327 | ||
| ITEM | BAR | STK | W% | +W STK |
|---|---|---|---|---|
| Footing horiz + J-bar | #4 | 220 | 5% | 231 |
| Spot-footing mat (eng dflt) | #5 | 220 | 5% | 231 |
| Footing-step dowels (eng dflt) | #4 | 6 | 5% | 7 |
| WALL VERT CUTS | BAR | SP | CUT | QTY | STK | W% | +W STK | |
|---|---|---|---|---|---|---|---|---|
| 4'-0" | #4 | 16" | 3'-8" | 173 | 32 | 5% | 34 | |
| 4'-6" | #4 | 16" | 4'-2" | 33 | 7 | 5% | 8 | |
| 4'-9" | #4 | 16" | 4'-5" | 17 | 4 | 5% | 5 | |
| 5'-3" | #4 | 16" | 4'-11" | 9 | 3 | 5% | 4 | |
| 5'-6" | #4 | 16" | 5'-2" | 25 | 7 | 5% | 8 | |
| 7'-6" | #4 | 16" | 7'-2" | 38 | 14 | 5% | 15 | |
| 8'-0" | #4 | 16" | 7'-8" | 4 | 2 | 5% | 3 | |
| 8'-6" | #5 | 12" | 8'-2" | 15 | 7 | 5% | 8 | |
| 10'-0" | #5 | 12" | 9'-8" | 20 | 10 | 5% | 11 | |
| 11'-6" | #5 | 12" | 11'-2" | 17 | 10 | 5% | 11 | |
| 12'-6" | #5 | 9" | 12'-2" | 39 | 24 | 5% | 26 | |
| 12'-9" | #5 | 9" | 12'-5" | 71 | 45 | 5% | 48 | |
| 13'-3" | #5 | 12" | 12'-11" | 88 | 57 | 5% | 60 | |
| 16'-0" | #5 | 12" | 15'-8" | 7 | 6 | 5% | 7 | |
| 556 VERT · #4 182 / #5 311 | ||||||||
| FDN OPENING SPAN | LINTEL REINF | d MIN |
|---|---|---|
| ≤ 4'-0" | (2) #4 | 8" |
| 4'-1" to 6'-0" | (2) #4 | 12" |
| 6'-1" to 9'-0" | (2) #5 | 12" |
| 9'-1" to 10'-0" | (2) #5 T&B | 16" |
| PIER (Det 12) | H ft | VERTS | #3 TIES | W% | +W lb |
|---|---|---|---|---|---|
| CP-24 ◆ (2) | 10.0 | 8×#6 | 28 | 5% | — |
| CP-18 (1) | wall | 8×#6 | 23 | 5% | — |
| CP-26 (2) | wall | 12×#6 | 23 | 5% | — |
| CP-30 (1) | wall | 12×#6 | 28 | 5% | — |
| PIER STEEL (lb) | 1,494 | 1,569 | |||
| MARK | SPEC | QTY | W% | +W EA | |
|---|---|---|---|---|---|
| HD-3 | anchor | 8 | — | 8 | |
| HD-4 | anchor | 6 | — | 6 | |
| HD-5 | anchor | 5 | — | 5 | |
| HD-6 | anchor | 2 | — | 2 | |
| HD-7 | anchor | 3 | — | 3 | |
| TOTAL | 24 | 24 |
| STEP TYPE | SPEC | QTY | W% | +W EA | |
|---|---|---|---|---|---|
| Footing steps (F.S.) | break | 14 | — | 14 | |
| Wall steps (W.S.) | break | 21 | — | 21 | |
| TOTAL | 35 | 35 |
| WASTE % | FOOTINGS | WALLS |
|---|---|---|
| Concrete | ||
| Rebar |
| ORDER | BASE | +WASTE |
|---|---|---|
| Footing conc (CY) | 207.6 | 218.0 |
| Wall conc (CY) | 147.0 | 154.3 |
| Ftg rebar #5 (stk) | 311 | 327 |
| Wall rebar #4 (stk) | 402 | 423 |
| STEEL WEIGHT (lb) | BASE | +WASTE |
|---|---|---|
| Walls + footings #4/#5 | 9,536 | 10,013 |
| Pier verts (#6) | 1,054 | 1,107 |
| Pier #3 ties (153) | 440 | 462 |
| FDN lintels #4/#5 | 414 | 435 |
| Retaining stems | 3,614 | 3,795 |
| TOTAL STEEL (lb) | 15,059 | 15,812 |
| TOTAL STEEL (ton) | 7.53 | 7.91 |
| Concrete (CY) | CY | W% | Order |
|---|---|---|---|
| Continuous footings (FC-1.7/2.0) | 29.4 | % | - |
| Spot footings (FS) | 126.1 | % | - |
| Retaining-wall footings | 51.4 | % | - |
| Foundation walls | 144.0 | % | - |
| Concrete piers (callout depths) | 11.8 | % | - |
| Total concrete | 362.7 | - |
| Steel (lb) | lb | W% | Order |
|---|---|---|---|
| Footing rebar (horiz + J-bar)* | 2,365 | % | - |
| Retaining-wall stems | 3,614 | % | - |
| Wall rebar (vert+horiz)* | 7,171 | % | - |
| Pier verticals #6 | 1,054 | % | - |
| Pier #3 ties (153) | 440 | % | - |
| FDN lintels | 414 | % | - |
| Total steel | 15,058 | - | |
| Total steel (ton) | 7.53 | - |
The schedules are the product. Quantities pull from the painted plan; unit prices pull from your own cost DB (860+ SKUs); it exports to Google Sheets, QuickBooks & Revit — a bid-ready printout, not a markup someone still has to total by hand.
Click any image to zoom.
Real, built work — not a blank page. This raise is one piece: the Mirror Engineer estimating software. And there’s real upside on deck: two U.S. patents are already granted and the CTBS hardware is designed and ready to manufacture. It isn’t sold in this deal — but doing this deal puts the investor first in line to invest in CTBS’s coming hardware & patents.
An 18-month Revit build of the full EZ-Footings and Western Forms forming families, modeled to spec. Drop them onto a real foundation plan and the model becomes a forming layout — and an equipment order. Below: EZ-Footings / Western Forms forming modeled on the Silver Mine Road foundation set.
The Mirror Engineer software — a firm proposal that stands entirely on its own. A 15% loan, or 20% equity with a Year 5–8 buyback ladder.
| Year | Buyback | Gain | MOIC | IRR | Implied biz value |
|---|---|---|---|---|---|
| Year 5 | $1,750,000 | $750,000 | 1.75× | 11.84% | $8,750,000 |
| Year 6 | $1,950,000 | $950,000 | 1.95× | 11.77% | $9,750,000 |
| Year 7 | $2,150,000 | $1,150,000 | 2.15× | 11.56% | $10,750,000 |
| Year 8 | $2,350,000 | $1,350,000 | 2.35× | 11.27% | $11,750,000 |
| Capital provided | $1,000,000 |
| Structure | 5-yr amortizing loan |
| Annual rate | 15.00% interest |
| Monthly payment | $23,789.93 |
| Total repaid (Yr 5) | $1,427,396 · 1.43× |
Conservative / lender posture. Monthly obligation pulls cash before revenue ramps.
| Investment | $1,000,000 |
| Equity stake | 20% |
| Implied entry valuation | $5,000,000 |
| Monthly payments | None |
| Base buyback (Yr 5) | $1,750,000 · 1.75× |
| Use | Allocation | Purpose |
|---|---|---|
| Founder compensation | $300,000 | ~$175K/yr so the founder goes full-time — the single biggest unlock. |
| Software developer (coder) | $130,000 | Contract developer to finish and harden the engine and storefront. |
| Revit operator #1 — ME library | $110,000 | One full-time operator building the EZ-Footings & Western Forms families — a second added as revenue allows. |
| Intellectual property & legal | $100,000 | Patent & IP counsel — in line with the ~$80–100K that secured the founder’s prior-company hardware patents. |
| Go-to-market | $130,000 | Marketing, ads, and the founder’s industry & national-brand channels. |
| Operations | $80,000 | ~$60K/yr base cost to run the business. |
| Contingency / reserve | $150,000 | Buffer and debt-service reserve — also funds the second Revit operator once revenue supports it. |
| Total | $1,000,000 |
Allocation is the deployment plan for the raise; final split confirmed with the investor. Reporting and use-of-funds discipline are covered under Investor Protections below.
Three ways in: pay-per-takeoff, annual credit plans (the core model), and the BIM add-on — every plan priced below the incumbents.
| Accounts | Monthly rev | Op cost | Monthly P&L |
|---|---|---|---|
| 157 | $23,550 | $40,000 | $-19,982 |
| 236 | $35,400 | $40,000 | $-9,910 |
| 314 ◀ break-even | $47,100 | $40,000 | +$35 |
| 471 | $70,650 | $40,000 | +$20,053 |
| 628 | $94,200 | $40,000 | +$40,070 |
The full priced takeoff/estimate the engine generates from a dropped plan — a real, rendered report (sample job).
The 18-month BIM build: an organized Revit family library — EZ-Footings, forming walls (aluminum/steel/precast), Climate-Deck, CMU, rebar and more — the families that turn a 3D model into a forming layout and an equipment order. AI auto-modeling coming soon via the WiseBIM integration — drop a PDF, the model builds itself.
The product site — the estimating engine, embedded.
The hardware company — patented systems & forming, embedded.
The deal terms, ready to lock and sign. Figures pull from the live calculators above.
| Role | Party |
|---|---|
| Investor | [INVESTOR LEGAL NAME] |
| Company | Mirror Engineer, [LLC / S-Corp - in formation] — EIN [pending] |
| Authorized signatory | [NAME, TITLE] (Controller-confirmed) |
Deal 1 — Mirror Engineer ($1,000,000), Investor’s election of: Option A — 5-yr amortizing loan at 15% (≈ $23,790/mo); or Option B — 20% equity with buyback Yr 5–8. These figures are live — they track the Deal calculator above and lock at signing.
| Field | Value |
|---|---|
| Beneficiary | Mirror Engineer [new entity] |
| EIN | [NEW ENTITY EIN - pending] |
| Bank / Routing / Account | [BANK] · ABA [ROUTING] · Acct [ACCOUNT #] |
| Release control | Dual confirmation: Controller [NAME] + officer [NAME] must each confirm in writing before funds release. |
The wire is initiated by the parties through their own banks; this records the agreed instructions only — it moves no funds.
Name: [INVESTOR]
Title: [TITLE] · Date: [DATE]
Name: [NAME]
Title: [Controller] · Date: [DATE]
Alma Jessop — 30+ years in construction; a Parade of Homes award-winning general contractor. The founder-market fit is the hardest part of this to replicate.