HBIM for Historic Churches & Theaters

Historic buildings are hand-built, settled, deformed by time, and legally protected. Our scan-to-BIM services for existing buildings handle new commercial shells every week, but historic landmark work is a different discipline - tighter tolerances, custom geometry at every turn, regulatory deliverables that support SHPO review, HTC applications, and grant documentation, and zero margin for a clash that punches through a 200-year-old plaster ceiling. This guide covers exactly how we do it and what it costs.

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Why Historic Buildings Break Every Standard Scan-to-BIM Rule

Standard BIM workflows rest on an assumption that almost never holds in a pre-1950 landmark: that geometry is orthogonal. Warehouse grids, office-tower floor plates, and tilt-up panels all live in a Cartesian world. A Gothic Revival church nave does not. It delivers ribbed barrel vaults, clustered colonettes, hand-carved foliated capitals, and a century or more of differential settlement that has bent every “straight” line into a gentle curve. None of that geometry exists in any manufacturer’s family library. Every profile has to be reverse-engineered from the point cloud and modeled from scratch.

Tolerances tighten accordingly. A ±10 mm discrepancy in a warehouse is irrelevant - no one is fitting precision millwork to a steel column in an open bay. In a church nave where a custom wood wainscot panel must seat cleanly against a fluted limestone pilaster, ±3 mm is the working threshold. Exceed it and the carpenter is standing in the field with a gap, a callback, and a change order.

The regulatory overlay raises the stakes further. Historic projects typically touch SHPO (State Historic Preservation Office) review, Section 106 consultation under the National Historic Preservation Act, National Register nominations, and state or federal Historic Tax Credit (HTC) programs - all of which require measured documentation meeting the Secretary of the Interior’s Standards. The HBIM model is not just a design tool; it is a compliance record that may be reviewed by regulators, grant agencies, and preservation architects.

The cost differential is real. A standard commercial scan-to-BIM engagement at 20,000 sf typically runs $8,000-$18,000 all-in. A same-sized historic church with plaster vaulting, a functioning bell tower, and an accessible crypt can run $22,000-$45,000. Three factors drive that gap:

1. Scan density: Ornate surfaces require 3 mm point spacing versus the 6 mm standard for commercial interiors - roughly 4× the raw data volume and significantly more scan stations.
2. Custom family creation: Every unique cornice profile, column order, tracery pattern, and vault rib requires a hand-built Revit family. At 3-6 hours per unique ornamental profile, that labor accumulates fast on a building with 40 distinct molding types.
3. LOD 350 MEP overlay: Coordinating new mechanical and electrical systems through existing historic fabric - without touching the ornamental plaster - demands a full as-found MEP capture and clash-detection pass that commercial new-construction projects skip entirely.

The workflow moves through four phases: field capture → point cloud registration → HBIM modeling → deliverable production. Each phase has its own standards, and this page covers all four.

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Building Types We Scan - and What Makes Each One Hard

Historic Churches and Cathedrals

The primary scan challenge is vertical range combined with ornamental density. Ribbed vaulting 30-60 ft overhead creates severe shadow zones behind every column and capital. Clerestory windows with non-planar stone tracery require sub-3 mm point spacing to resolve individual moulding returns. Bell towers and steeples demand elevated scanner positions - we place the Trimble X7 on choir loft railings, triforium gallery parapets, and scissor-lift platforms to reach vault crowns. Sub-grade crypts introduce high moisture and dark stone that push reflectivity settings to their limits.

Setup strategy: 8-14 scan stations per nave bay on the Trimble X7 (self-leveling, automatic target recognition, ranging noise <2.5 mm @ 30 m), plus supplemental stations on elevated platforms. Station count typically runs 150-220 for a 15,000 sf church with full crypt.

Primary Revit geometry type: swept-blend families for continuous vault ribs; adaptive component panels for repeating bay ornament; conceptual mass for dome and barrel vault geometry.

Theaters and Opera Houses

The proscenium arch is the critical geometry. Rigging engineers, acoustic panel fabricators, and stage-extension contractors all work from its exact 3D profile - a 25 mm error in the proscenium opening width translates directly to a misfit stage house element. Fly towers run 50-80 ft above the stage deck; curved orchestra and balcony sightline geometry governs sight-line analysis for seating reconfiguration. Ornate plaster relief on ceiling coves and box fronts must be captured at 3 mm density for any restoration work.

The hidden MEP problem is severe: existing ductwork and conduit routed behind ornate soffits with zero clearance has zero documentation in surviving drawings. The scanner finds it. The contractor would have hit it.

Setup strategy: Elevated fly-floor stations for upper house; stage-floor ring for under-stage and pit geometry. Typical station count: 180-260 for a 20,000 sf house.

Primary Revit geometry type: adaptive component for curved balcony fronts; in-place mass for proscenium arch profile; swept blend for ceiling cove ornament.

Historic Courthouses

Rotunda domes, cantilevered marble staircases, and stone load-bearing walls 24-36 in thick with no surviving structural drawings are the defining challenges. ADA ramp retrofit designs require sub-5 mm accuracy at every threshold transition - the Trimble X7’s ±2-3 mm aggregate accuracy delivers that without special field procedures. Slab thickness and beam locations buried under historic tile flooring are only discoverable by GPR (which we coordinate) or by reading the scan deformation patterns against known load-path geometry.

Setup strategy: Ground-floor ring plus rotunda elevated stations; 10-16 stations per floor plate on the X7. Typical station count: 200-300 for a 35,000 sf courthouse.

Primary Revit geometry type: conceptual mass for dome; swept blend for marble stair soffit; in-place family for colonnade capitals.

Landmarks and Civic Buildings

Irregular terra cotta facades with prominent cornices, rooftop cupolas, and clock towers with gear mechanisms that clients need reverse-engineered for replication all fall here. Exterior capture at cornice level for upper elements unreachable by ground stations is typically handled via drone-mounted LiDAR systems supplemented by photogrammetry overlay for color-true texture mapping of ornamental terra cotta. Where drone coverage is required, we coordinate with certified third-party operators.

Setup strategy for a mid-size civic landmark - say, a 1920s Beaux-Arts city hall at 28,000 sf with a four-story terra cotta facade, corner clock tower, and interior rotunda: ground-level TLS ring on the Trimble X7 (130-160 interior stations), drone-LiDAR pass at cornice level and clock tower cap (3-4 drone flight lines at 15 m AGL, coordinated with a qualified third-party operator), plus 8-12 photogrammetry targets on ornamental cartouches for texture overlay. Total station count typically runs 170-230 combined TLS + drone passes for a building in this class. Budget for a project this size: $19,000-$32,000 scan-only before modeling.

Drone LiDAR and TLS integration workflow: Drone-mounted LiDAR systems such as the DJI Zenmuse L2 deliver 4 cm vertical / 5 cm horizontal absolute accuracy under optimized post-processing conditions - meaningfully coarser than the ±2-3 mm held on interior TLS. In Cyclone REGISTER 360, the drone point cloud is registered to the TLS dataset at overlap zones - typically the lower 1-2 stories of facade where both instruments captured the same surface. The drone cloud is constrained to match TLS at those overlap regions; above the overlap zone, the drone data stands on its own. Any model element derived solely from drone capture is tagged LOD 200 in Revit with an explicit accuracy annotation (“exterior only, ±50 mm, drone-sourced”). That boundary is documented in the project BIM Execution Plan and called out in the deliverable package, so the design team knows exactly where the ±2-3 mm guarantee ends and where the drone tolerance begins.

Structured-light and photogrammetry for 1-2 mm close-up capture: For terra cotta cartouches, carved stone capitals, and ornamental clock faces where sub-2 mm resolution is required for replication casting, we run a handheld scanner or structured-light array at 1-2 mm point spacing. That close-up scan is registered into the master TLS dataset in Cyclone REGISTER 360 using shared checkerboard targets placed within 0.5 m of the ornamental element - targets visible to both instruments. The registered close-up cloud is imported as a sub-region into the master .RCP in ReCap, locked at the TLS-confirmed coordinate, and the Revit family is modeled directly against that sub-region. The full .RCP file therefore contains both the 6 mm building-wide cloud and the embedded 1-2 mm ornament sub-regions, all in a single coordinate system.

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Field Capture Workflow for Ornate Interiors

Before a scanner touches the floor, we pull original architectural drawings from county archives or HABS/HAER records. The comparison between drawn intent and current field conditions is the core HBIM finding - a nave wall that has drifted 40 mm out of plumb since 1887 is invisible in the archive drawings and immediately visible in the point cloud.

Scan density by surface type:

Gilded surfaces, polished marble altar rails, and stained glass present a consistent reflectivity problem. Our field procedure: lower the reflectivity acceptance threshold, activate HDR photography mode on the Trimble X7, and place matte checkerboard targets at column bases and pew-end positions where gilded surfaces cannot be avoided. The targets give the registration engine hard anchor points that do not drift with surface noise.

Exterior bell tower and steeple capture uses three methods depending on access: a telescoping carbon mast with a compact scanner for interior bell chambers where personnel entry is unsafe; drone-mounted LiDAR (coordinated with certified third-party operators) for upper spire and cross geometry; and elevated ground stations for the lower two-thirds. FAA Part 107 coordination is required for drone work at landmarked sites in Class D or E airspace and is arranged as part of field planning.

A typical church scan day runs 8-12 hours on-site. We register all scan data before the crew leaves - if a shadow gap exists behind a clustered column base at station 47, we find it while we are still there to fill it.

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Point Cloud Registration and Quality Control

Our primary registration stack is Trimble RealWorks for X7-dominant captures, exporting to .RCP for Revit-native import, .E57 for ISO archival storage, and .LAS for GIS or survey overlay.

In featureless zones - smooth plaster barrel vault crowns, for example - cloud-to-cloud registration can accumulate drift across a long nave. Our protocol: checkerboard targets at 8-10 m intervals as hard constraints that anchor cloud-to-cloud alignment and prevent the vault crown from floating relative to the column grid.

QC thresholds are non-negotiable:

• RMS residual per station pair: ≤3 mm for HBIM work
• Any pair exceeding 5 mm: triggers a re-scan of that zone before crew demobilizes
• Total aggregate accuracy reported to owner in writing with the deliverable package

The colorized .RCP at 6 mm voxel resolution is delivered as the permanent as-found archive regardless of what happens to the Revit model downstream. Preservation architects care about this distinction: the point cloud is the measured record. The Revit model is an interpretation. Both get delivered; the point cloud represents the direct measurement record, while the Revit model is a modeled interpretation of that data.

For readers new to the QC process, our point cloud to Revit modeling workflow explained step by step covers the mechanics in detail.

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HBIM Modeling Strategy - LOD, LOA, and Custom Family Creation

Understanding what HBIM means and why it differs from conventional BIM is prerequisite to specifying the right scope. The critical distinction for historic projects is that LOD (Level of Development, per BIMForum) and LOA (Level of Accuracy, per USIBD Guide) are separate specifications - and both must be called out in the project brief.

LOD governs what information is attached to each model element. LOA governs how closely the model geometry matches the actual surveyed surface - including deformation, settlement, and out-of-plumb conditions that an idealized BIM would paper over. On a building that has settled 40 mm over 130 years, an LOA 3 model shows that settlement. An LOA 1 model hides it. That difference matters enormously when a new steel moment frame is being inserted to stabilize the structure.

Three HBIM scope tiers and what they cost:

Custom Revit family creation is where historic modeling labor concentrates. For a Beaux-Arts courthouse with 22 distinct cornice profiles and four column orders, custom family creation alone could run 140 hours. The geometry tools we reach for most often:

• In-place sweep families: continuous cornice runs where the profile is consistent but the path curves with the building perimeter
• Adaptive component panels: repeating but non-identical bay ornament where each panel varies slightly from its neighbor (common in hand-carved stone friezes)
• Conceptual mass: dome and barrel vault geometry that will never be fabricated directly from BIM but must accurately represent the interior surface for clearance and MEP routing analysis

Plaster vaulting gets a specific workflow: we extract scan cross-sections at 100 mm intervals across the vault surface, then use Dynamo to loft spline profiles through those sections into a solid. The resulting geometry carries a ‘historic plaster’ material parameter with fire rating and thermal properties - ready for energy model input if the project involves an HVAC redesign.

For the above-ceiling LOD strategy for renovation projects, the principle is to model existing MEP at LOD 200 with ±25 mm on centerlines - tight enough to detect clashes with ornamental ceilings and structural timbers, but not requiring the ultra-dense scanning reserved for fabrication-level work.

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MEP and Systems Documentation in Historic Venues

The hidden problem in every pre-1950 building is that original mechanical drawings, where they survive at all, bear almost no relationship to field conditions after 80-120 years of ad hoc modifications. Every decade brought new contractors, new systems, and new penetrations through walls that were never supposed to be touched. The laser scan reveals actual duct, pipe, and conduit centerlines in situ.

Theater-specific systems that must be captured before any renovation begins:

• Counterweight fly system rails and line-set geometry (critical for rigging redesign)
• Dimmer room conduit banks (dense and often unlabeled)
• Stage-pocket floor boxes and under-stage electrical raceways
• Projection booth conduit routing through the historic ceiling plane

As-found MEP capture on projects with dense ornamental plaster soffits routinely surfaces hard clashes between proposed new HVAC distribution and existing conduit bundles buried behind the ceiling plane. At an average field change order cost of $4,500 per clash in many markets, identifying those conflicts before contractor mobilization is one of the clearest cost-justification points for the scan-and-model investment.

Church-specific systems require capturing organ pipe chambers embedded in masonry walls (critical for any wall opening or structural work), sub-floor radiant heating from early 20th-century systems (which affect floor demolition scope), and bell ringing chamber structural loads that govern any upper-story floor reinforcement.

Courthouse-specific systems concentrate on elevator and ADA lift retrofits - which require knowing exact slab thickness, beam locations at the proposed shaft penetration, and buried utility corridors running under historic tile floors. The scan plus GPR coordination delivers a complete picture before a single core sample is taken.

For detail on how this intersects with ceiling renovation planning, see our above-ceiling LOD strategy for renovation projects.

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Historic Tax Credit, SHPO, and Grant Documentation

The Federal Historic Tax Credit delivers a 20% credit on qualified rehabilitation expenditures - on a $2M church renovation, that is $400,000 back to the owner. The Part 2 application requires photographic documentation and drawn documentation of character-defining features. A colorized point cloud satisfies the photographic documentation requirement with far greater completeness than conventional photography. Floor plans, sections, and elevations exported from the Revit model at 1/4 in = 1 ft satisfy the measured drawing requirement. One field mobilization produces both.

State HTC programs compound the benefit. Many states match the federal credit at 15-25%. The following states are known to accept digital scan documentation (point cloud + BIM-derived drawings) for HTC applications as of 2025: New York, Pennsylvania, Illinois, Ohio, Massachusetts, and Texas. Requirements change; we always coordinate the deliverable format with the preservation architect before production and confirm acceptance with the relevant SHPO office before submission.

HABS/HAER Level II documentation packages - measured drawings at 1/4 in = 1 ft, large-format photography, written history - traditionally required weeks of manual drafting. With the HBIM workflow, measured drawing production drops to CAD/PDF extraction from the Revit model, reducing drafting labor 60-70% compared to conventional field measurement and manual drafting.

NEH, Save America’s Treasures, and State Preservation Grant Documentation

Federal and state preservation grants operate on award cycles with competitive documentation requirements. Getting the conditions assessment section right is where many first-time applicants fall short - and where a well-structured HBIM deliverable creates a concrete competitive advantage.

Our deliverable package - colorized point cloud plus BIM-derived measured drawings - is structured to meet SHPO Part 2 HTC submission requirements, and our conditions assessment appendix is formatted to slot directly into Save America’s Treasures and state preservation grant applications.

Save America’s Treasures (administered by NPS) awards typically run $125,000-$750,000 per project, with a 1:1 non-federal match requirement. Applications require a formal conditions assessment demonstrating the significance of the threatened resource and the severity of the threat. An HBIM-based conditions assessment for a grant application typically contains:

• Existing conditions plan and elevation drawings at 1/8 in = 1 ft extracted from the Revit model, with deterioration zones color-coded by severity (active water infiltration in red, spalling/delamination in orange, stable but degraded in yellow)
• Point cloud reference plates showing the actual measured geometry of threatened features - a cracked stone tracery window, a delaminating plaster vault section - with the deterioration boundary mapped against a quantified surface area (e.g., “approximately 340 sf of original plaster vaulting, 22% of total vault surface, exhibits active delamination”)
• Photographic record pulled from HDR panoramic scan output, keyed to the plan by station number
• Quantified repair scope derived from the model: linear footage of repointing, square footage of plaster repair, number of stone elements requiring stabilization - the numbers that go directly into the cost estimate supporting the grant budget

NEH Preservation Assistance Grants for Smaller Institutions are capped at $10,000 (or $15,000 for non-contiguous states and territories) and fund planning studies, conditions assessments, and documentation directly. An HBIM deliverable produced for an HTC application often satisfies the NEH documentation requirement without additional field work, making the grant application essentially a formatting and narrative exercise on top of work already completed.

State preservation grants (administered through SHPOs) vary widely in award amounts and eligibility criteria. For example, Pennsylvania’s Keystone Historic Preservation Construction Grants range from $5,000 to a maximum of $100,000 (with a 50/50 cash match), and the Ohio History Fund Bricks & Mortar grants range from $2,000 to $20,000 with a 60/40 match. Illinois and other states operate their own programs with varying award ranges. Most require the same conditions assessment structure as Save America’s Treasures. We produce the conditions report appendix - spalling, efflorescence, cracked mortar mapped on exterior elevation views and keyed to point cloud regions - in 2-3 days from field data. That document is purpose-built to slot into a grant conditions assessment section, not a generic inspection report.

For a full walkthrough of the documentation chain, see how historic tax credit programs use 3D scan documentation and our overview of 3D scanning workflows for historic preservation and restoration.

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Deliverable Stack and File Formats for Historic Projects

Historic projects require deliverables that outlast any single software platform. Our standard package for HBIM engagements:

The HDR panoramic output from the Trimble X7 does double work: it serves as scan registration reference during QC and produces a standalone virtual walkthrough - useful for preservation architects who need to review conditions remotely, board members approving a capital campaign, or grant reviewers who cannot visit the site.

For as-built documentation practices for historic buildings and the full format specification list, see our deliverables page.

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Cost, Timeline, and What Drives the Budget

Scan cost (field only):

HBIM modeling cost (added to scan cost above):

Three budget multipliers are specific to historic work and do not appear in commercial scan-to-BIM estimates:

1. Custom family creation time: 3-6 hours per unique ornamental profile. A building with 30 distinct molding and column types adds 90-180 hours to the modeling estimate - budget accordingly.
2. Elevated station count for tall volumes: Historic churches and theaters run 40-60% more scan stations than an equivalent commercial square footage because of tall volumes, shadow zones behind structural elements, and the ornament density that requires short station-to-station spacing.
3. Access coordination: Scaffolding rental, scissor-lift coordination, after-hours access agreements with active congregations, and venue blackout periods around performance schedules add 10-20% to field labor costs and must be scoped explicitly.

Timeline:

• Field capture: 1-3 days
• Registration and QC: 2-4 business days
• HBIM modeling: 3-8 weeks depending on LOD and custom family volume
• Total delivery: 4-10 weeks from site visit to final issued model

Expedited schedules are available for projects with hard contractor mobilization deadlines - contact us at the quote stage with the hard date and we will scope accordingly.

For a deeper breakdown, see our LOD 200 versus LOD 300 - choosing the right level for your project post and our point cloud to Revit modeling workflow explained step by step.

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Why WeAre Capture for Your Historic Landmark

We deploy the Trimble X7 (self-leveling, automatic target recognition, ranging noise <2.5 mm @ 30 m) as our primary terrestrial scanner, with handheld scanners - including the Creaform MetraSCAN - for detailed part capture, close-up ornamental work, and reverse-engineering applications. The scanner that goes in the door is the same instrument whose accuracy specification is reported in the deliverable package.

The scanning crew and the Revit modeling work in the same project environment. When a question arises about a vault rib profile at station 83, the field team that set that station is reachable the same business day - no intermediary translation, no file handoff, no re-interpretation of field notes.

Our deliverable package - colorized point cloud plus BIM-derived measured drawings - is structured to meet SHPO Part 2 HTC submission requirements, and our conditions assessment appendix is formatted to slot directly into Save America’s Treasures and state preservation grant applications. Drone coverage for upper-facade and inaccessible elements is coordinated with certified third-party operators who hold FAA Part 107 Remote Pilot certification and manage all required urban airspace authorizations.

Our accuracy commitment is in writing: all HBIM deliverables are delivered to ±3 mm aggregate on TLS-sourced geometry, with drone-sourced exterior elements explicitly annotated at their actual tolerance in the BIM Execution Plan. Any TLS-derived element found to exceed the ±3 mm threshold is remodeled at no charge.

Pricing is fixed-fee. What triggers a scope-change conversation - and only a scope-change conversation, not a change order without notice - is a field condition that was materially different from what was agreed at quote: an access zone that turns out to be physically blocked (a locked mechanical room not disclosed at scoping, a scaffold tier that was supposed to be in place and is not), or a discovery of sub-floor conditions (a previously unknown crypt, an infilled basement) that adds a defined scan area not included in the original station-count estimate. Those situations are documented in writing the day they are discovered, reviewed with the client before any additional work proceeds, and priced against the same fixed-rate structure as the original scope. Everything that was agreed at quote gets delivered at the quoted price.

See our locations page for current regional coverage.

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FAQ

What is HBIM and how is it different from standard scan-to-BIM?

HBIM (Historic Building Information Modeling) applies BIM methodology to existing heritage structures rather than new construction. The geometry is reverse-engineered from point cloud data rather than designed from scratch. Standard product families are replaced by custom Revit families because no manufacturer produces a 19th-century Corinthian capital or a hand-carved foliated vault boss. Critically, LOA (Level of Accuracy) is specified alongside LOD because the model must faithfully represent as-found deformation and settlement - not idealized geometry - so that new work can be coordinated against the building as it actually stands today. For a full conceptual breakdown, see what HBIM means and why it differs from conventional BIM.

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How do you laser scan a steeple or bell tower that has no safe interior access?

Three methods, all of which register into one unified point cloud:

1. Ground-based TLS on an elevated work platform: captures the lower two-thirds of most steeples with ±2-3 mm accuracy using the Trimble X7 on a scissor lift or scaffolding level.
2. Drone-mounted LiDAR (coordinated with certified third-party operators): captures the upper spire, cross, and weather vane from above - sufficient for LOD 200 exterior documentation and structural assessment geometry. The drone dataset is constrained to the TLS coordinate system at overlap zones (typically the lower facade and tower base), and all model elements derived from drone data are annotated with their actual tolerance in the BIM Execution Plan.
3. Compact scanner on a telescoping carbon mast: for bell chambers requiring interior scan without personnel entry, a compact scanner is rigged to a mast and lowered or raised through the access hatch, capturing the bell frame, casting geometry, and structural framing without anyone entering an unsafe space.

FAA Part 107 coordination is required for drone work at landmarked urban sites (typically Class D or E airspace) and is arranged as part of field planning.

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Will the HBIM model satisfy SHPO and historic tax credit documentation requirements?

Yes, with the right deliverable scope. Part 2 HTC applications require documentation of character-defining features - the colorized point cloud serves as the photographic documentation record, and 2D drawings exported from the Revit model at 1/4 in = 1 ft satisfy the measured drawing requirement. State SHPO requirements vary; we coordinate the deliverable format with the preservation architect before production begins and confirm acceptance requirements with the relevant SHPO office before submission. See how historic tax credit programs use 3D scan documentation for a full walkthrough of the submission workflow.

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What LOD and LOA should I specify for a historic church renovation?

It depends on downstream use. For a preservation/tax-credit documentation model with no active renovation: LOD 200 + LOA 2 (±12 mm) is sufficient and cost-effective. For a renovation involving new MEP, ADA upgrades, or structural reinforcement: LOD 300 + LOA 3 (±6 mm) at primary structure, LOD 200 at ornament zones unless fabrication is involved. For projects where custom millwork or stone repair will be fabricated directly from BIM geometry: LOD 350 + LOA 3 at the affected elements. See LOD 200 versus LOD 300 - choosing the right level for your project for the decision framework.

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How accurate does the laser scan need to be for HVAC and electrical upgrades in a historic building?

For rough MEP design coordination - routing new ductwork and conduit through existing historic spaces - LOA 3 (±6 mm) on structural and architectural elements, ±25 mm on existing mechanical centerlines is the practical threshold. That combination is tight enough to detect clashes with ornamental plaster ceilings and structural timber framing before any work begins, but does not require the ultra-dense scanning reserved for fabrication. Identifying hard clashes at this scan density - before contractor mobilization - routinely avoids field change orders that can run $4,500 or more each in renovation markets, making the scan-and-model cost straightforwardly cost-justified. See as-built documentation practices for historic buildings for more on this workflow.

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How long does a scan-to-BIM project take for a historic theater or courthouse?

Field scanning runs 1-3 days depending on size and access complexity. Point cloud registration and QC takes 2-4 business days. HBIM modeling runs 3-8 weeks depending on LOD and the volume of custom family creation required for ornate geometry. Total delivery typically lands at 5-10 weeks from site visit to final issued model. Expedited schedules are available for projects with hard contractor mobilization deadlines - provide the hard date at the quote stage and we scope to it.

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Get a Fixed-Fee HBIM Quote

Our scan-to-BIM services for existing buildings cover the full range from a small parish church documentation model to a full LOD 350 existing-conditions BIM for a major civic landmark renovation.

Share your building type, square footage, and renovation goals - we return a detailed scope and fixed price within one business day.

Request your HBIM quote today.