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Scan-to-BIM for Ceilings & Above-Ceiling Spaces

Scan-to-BIM for Ceilings & Above-Ceiling Spaces

Open a ceiling tile in any building older than fifteen years and you are looking at a record of every trade decision nobody bothered to document. Re-routed ductwork from the original GC, conduit runs stacked by two or three subsequent tenants, sprinkler branch lines spliced during a fire-suppression upgrade that never made it onto the as-built set. This article covers exactly how we close that documentation gap - scanner setup, LOD decisions, discipline-by-discipline modeling standards, and the deliverables package that actually protects your project budget.

Our scan-to-BIM services overview covers the broader scope; everything below goes deep on the ceiling plane and plenum.


Why Above-Ceiling Space Is the Most Under-Documented Zone in Any Renovation

Original construction documents show duct routing schematically. What gets installed follows those drawings until a conflict appears in the field - then a foreman re-routes on the fly, the coordination sketch goes in a job box, and the as-built set never gets updated. Three tenant buildouts later, the plenum bears no resemblance to any drawing on record.

The practical consequence: design teams allocate clearances based on drawings that have not reflected reality for years. A corridor plenum drawn with 14 inches of clear space below the deck may have 9 inches of actual available space once existing undocumented conduit runs are accounted for.

That kind of discrepancy carries a specific cost. Industry data consistently shows that MEP RFIs surfacing during construction - rather than during design - are significantly more expensive than those caught in a coordinated BIM model, when you account for direct labor stoppage, superintendent time, re-fabrication of affected prefab elements, and schedule compression. Buildings where no coordinated existing-conditions model existed before design commonly generate a large share of MEP coordination conflicts as construction RFIs. The same conflict caught in a coordinated BIM model during design costs a few hours of engineer time - a spread that is why above-ceiling scan-to-BIM has become standard practice on any renovation project above roughly 10,000 SF of occupied ceiling.

A terrestrial laser scanner captures plenum geometry at ±2-3 mm accuracy in a single setup. For a 20,000 SF floor plate with moderate MEP density, that is a half-day field effort - typically 6-10 setups over 3-5 hours - that eliminates weeks of potential field conflict. For more on the documentation foundation, see our work on existing-conditions documentation and what it actually captures.


Ceiling & Plenum Capture: Scanner Setup and Access Logistics

Getting a scanner into a plenum is not complicated, but it requires a deliberate grid strategy. We use two primary access methods depending on building type:

Tile-pop grid: In dense MEP zones - stacked hospital plenums, lab buildings, data centers - we remove acoustic tiles on a 10-15 ft grid. The scanner head goes through the opening, or we tilt the unit at the opening edge. This gives full hemispherical coverage of the space above. On occupied-building shifts, a two-person crew completes 8-12 setups per shift (6-hour effective work window after setup/teardown). Tiles are back in place before the space reopens, typically by 6:00 a.m. for a midnight-to-6 access window. AHJ notification and ICRA (Infection Control Risk Assessment) protocols for occupied healthcare buildings require coordination of tile removal with the facility’s infection control officer and, in Class C/D ICRA zones, erection of temporary barriers and use of HEPA-filtered negative-pressure enclosures at each opening - this is logged in the pre-mobilization checklist and confirmed in the site-specific BEP before touching a tile.

Access-panel only: Some buildings, particularly older healthcare facilities with infection-control constraints or occupied Class A office towers with no overnight access window, cannot tolerate an open tile grid. Here we use existing access panels and supplement with pole-mounted setups - a scanner on a monopod extended to ceiling height covers areas an access panel alone cannot reach. Coverage is less uniform than tile-pop, so setup count increases by roughly 30% and there is slightly more shadow zone risk on secondary pipe runs.

Scanner tilt strategy: To capture the underside of the structural deck and hanging MEP in a single sweep, we tilt the scanner at 15-20 degrees upward from a height of 4-5 ft. At that angle and height, the scanner sees over the top flange of major rectangular ducts and captures the deck profile above. This is critical for accurate pipe elevation references in buildings with uneven concrete decks - common in anything built before 1980.

Shadow zones behind large rectangular ducts (24×16 and bigger) are the most common data gap in above-ceiling work. Every major duct run needs coverage from at least two scan positions. For particularly deep runs - 24 inches tall or more - we add a third position on the far side. A pole-mounted setup fills residual shadow zones where full scanner placement is not practical.

Scan density requirements by LOD target:

LOD Target Minimum Point Spacing @ 10 m Recommended Scanner Setup Spacing
LOD 200 12 mm Any platform 1 per 800-1,000 SF
LOD 300 6 mm Trimble X7 or equivalent 1 per 400-600 SF
LOD 350 4 mm or better Trimble X7 (mid/high mode) 1 per 300-400 SF

The Trimble X7 at mid-range setting delivers approximately 4 mm point spacing at 10 m - sufficient for duct centerline and diameter extraction at LOD 300 and LOD 350 (Trimble Field Systems Help - X7 Scan Settings). For dense setups in occupied buildings where minimizing access time matters, faster-scanning platforms (under 2 minutes per setup at standard resolution) are preferred over slower platforms at equivalent density.

Phase-based measurement scanners offer a very low noise floor on low-reflectance targets at 10 m - lower than typical time-of-flight platforms under the same conditions. The practical difference shows up in highly reflective plenum environments: polished stainless ductwork and foil-faced insulation produce multi-return artifacts on time-of-flight platforms at fast scan rates. Phase-based measurement averages signal phase across a sustained integration window rather than firing single-pulse returns, which reduces specular artifact density in field experience on stainless exhaust duct and reflective vapor barrier. The trade-off is slower scan time - budget 4-6 minutes per setup versus under 2 minutes for faster time-of-flight units.

For our full pre-mobilization checklist, see laser scanning site prep.


LOD Matrix for Above-Ceiling Elements: What Each Level Actually Delivers

“Model the ceiling” means nothing without a defined LOD. Every scope dispute traces back to a contract that said “LOD 300 model” without specifying which disciplines, what accuracy benchmark, or what elements are excluded. Here is what each level actually delivers, and what it costs relative to a LOD 200 baseline:

LOD What’s Included Revit Family Type Typical Use Cost Relative to LOD 200 Baseline
LOD 200 Approximate duct centerlines, no sizing, no hanger locations Generic model elements, no system families Massing studies, zoning, ceiling height verification Baseline
LOD 300 Duct cross-sections (W×H to ±0.5 inch), invert elevations, branch takeoffs, collar locations; pipe OD and invert; conduit bundle groupings Revit MEP duct/pipe/conduit system families Design coordination, conflict avoidance, above-ceiling design Meaningfully higher than LOD 200
LOD 350 All LOD 300 + hanger rod locations, support spacing per SMACNA HVAC Duct Construction Standards, duct liner noted, flex connector lengths, equipment curb heights, tie-in flanges with coordinates Detailed MEP families with supports, connections Fabrication assist, seismic bracing, prefab spool work Substantially higher than LOD 300
LOD 400 Fabrication-ready shop drawing data Manufacturer-specific families Shop drawing production (rare for as-built capture) Not standard for scan-to-BIM

On hanger spacing at LOD 350: rod location and spacing are documented from the point cloud, and spans exceeding SMACNA HVAC Duct Construction Standards maximums or ASHRAE seismic provisions where the project is in Seismic Design Category C or above are flagged. Deviations from standard are noted in the clash report, not silently modeled as-found without comment.

LOD 400 from a point cloud alone is rarely achievable or warranted. The practical ceiling for renovation scan-to-BIM work is LOD 350. Specifying LOD 400 typically means the fabrication contractor needs to physically re-measure connection points - the point cloud gets you to LOD 350, and shop drawings take it from there.

For a deeper dive on where the LOD 200/300 line sits in practice, see LOD 200 vs. LOD 300 in scan-to-BIM projects.


MEP Discipline Breakdown: Modeling Standards and Accuracy Benchmarks

HVAC Ductwork

Rectangular and round duct families are traced from point cloud cross-sections taken at regular intervals - typically every 5 ft along the run. Elbow radius is verified against the cloud; where it does not match standard fittings, we model it as-found and flag it. Flex duct is shown as a simplified cylinder with actual measured length - flex diameter in compressed sections cannot be reliably extracted from a point cloud, and this is noted explicitly in every deliverable.

Accuracy benchmark at LOD 300: ±0.75 inch on duct width and height. For LOD 350 spool coordination, we target ±0.5 inch.

Plumbing Risers and Stacks

Vertical pipe runs in multistory buildings are traced floor-to-floor through structural penetrations. Coupling and valve locations are noted at LOD 350. For cast iron vs. copper identification, we use outside diameter measurement from the point cloud cross-section plus a known wall thickness lookup: 4-inch no-hub cast iron soil pipe per ASTM A888 has an OD of approximately 4.38 inches; 4-inch copper Type L per ASTM B88 has an OD of 4.125 inches. That approximately 0.25-inch OD difference is tight - it is measurable in a clean cross-section slice, but only when two conditions are met: (1) the scan position is within 7 m of the pipe centerline to maintain point density above 6 pts/cm² at the pipe surface, and (2) the cross-section is taken in a straight run at least 18 inches from a fitting, where pipe geometry is not distorted. At scan distances beyond 10 m or in cross-sections near couplings, OD measurement uncertainty rises to ±0.25 inch, which is not sufficient to distinguish the two pipe types on cross-section geometry alone. In those cases, HDR imagery from the scanner provides a visual confirmation of material - the greenish patina of copper versus the matte black or grey of cast iron is unambiguous in full-color scan imagery even at moderate resolution.

Sprinkler Systems

Branch lines are modeled as LOD 200 centerlines unless fabrication coordination drives the requirement higher. Sprinkler head locations are captured from the point cloud to ±1 inch in plan position. Pendant drops are not modeled as structural members at LOD 300 - they are noted as point annotations. If NFPA 13 seismic bracing coordination is in scope, branch lines are escalated to LOD 350 with hanger spacing documented per NFPA 13 Section 9.3 maximum hanger interval requirements (typically 12 ft on-center for branch lines; 15 ft for mains in non-seismic zones).

Electrical Conduit and Cable Tray

Individual conduits greater than 1.5 inches diameter are modeled as Revit conduit families. Smaller conduits in bundled runs are represented as cable tray or raceway approximations with a note on the estimated bundle count. EMT vs. rigid conduit identification comes from HDR imagery cross-reference - EMT has a thinner wall and specific coupling profile visible in high-resolution scan color data; rigid steel shows weld-bead seams at the longitudinal joint. This distinction is documented in the exclusions log as field-verified when fabrication tolerance requires it, and explicitly flagged as imagery-based (not geometry-based) identification.

Equipment Connection Points and Tie-In Coordinates

AHU, FCU, and VAV box flanges are captured with a coordinate stamp at LOD 350. These coordinates are exported as a schedule (northing/easting/elevation + flange size and orientation) that goes directly to the mechanical contractor.

Fire Alarm and Low-Voltage

Unless the contract explicitly specifies these systems, we exclude them from LOD 300 scope. Small-bore conduit under 1.5 inches and low-voltage cable bundles are not modeled - they are listed in the exclusions log by zone. This prevents a scope dispute when the model does not show every data cable in the ceiling, and it prevents the design team from assuming clearance around a cable tray bundle that was never modeled.


Point Cloud to Revit Workflow: From Raw Data to Coordinated Model

Step 1 - Registration: Scans are registered in Trimble Business Center or equivalent point cloud registration software. For multistory buildings, we use target-based registration (retro-reflective spheres or checkerboard targets placed at floor penetrations) to maintain vertical accuracy across floors. Open plenum areas without clear sightlines between floors use cloud-to-cloud registration. Final RMS error target: <3 mm.

Step 2 - Point cloud prep: Noise filtering removes tile debris, construction materials, and temporary scaffolding. The registered cloud is sectioned into ceiling zones by floor plate, then exported to RCP/RCS format for Revit import via Autodesk ReCap Pro.

Step 3 - Revit import: The RCP is attached to the Revit project with survey point aligned to the project coordinate system. Horizontal section views are set at 6-inch slice thickness through duct centerline elevations - this is the working view used for tracing.

Step 4 - Trace and model: Modeling proceeds discipline-by-discipline. Duct centerlines are traced from the 6-inch section slice; pipe ODs are measured using the section box tool and cross-referenced against standard pipe schedule tables. Revit MEP system families are assigned - duct system type, pipe system, conduit. We do not use generic model families for anything that carries a flow or needs to appear in a system schedule.

Step 5 - Clash detection: A Navisworks Manage clash matrix runs after each discipline is complete. Hard clashes only at LOD 300. Clearance clashes (typically 2-inch buffer on mechanical, 3-inch on electrical) added at LOD 350. The clash report goes to the design team before model handoff - not after. Delivering a model without the clash matrix leaves design engineers to find conflicts themselves, which defeats the primary purpose of scan-to-BIM for renovation coordination.

Step 6 - QC overlay: The final Revit model is overlaid on the point cloud in Navisworks. Any element showing more than 1 inch offset from the cloud is flagged and re-traced. This step catches modeling drift that accumulates over long duct runs.

Full software stack: Trimble Business Center → Autodesk ReCap Pro → Revit MEP → Navisworks Manage

For step-by-step detail on the Revit side, see our point cloud to Revit workflow guide and importing point clouds into Revit step by step.

For clash detection tolerance setup, see clash detection tolerances and settings in scan-to-BIM.


Mechanical Room Modeling: Dense Equipment Zones and Clearance Verification

Mechanical rooms are where every documentation failure in the rest of the building compounds: equipment added without permit, pipe re-routes from three different contractors, clearances that started tight and got tighter with each retrofit. A mechanical room that looks manageable on paper is routinely 6-8 inches tighter than any drawing suggests once you put a scanner in it.

Scan density: A typical 2,000 SF mechanical room requires 6-12 setups with greater than 30% overlap between positions to resolve occlusion behind large equipment. Scan positions are prioritized to capture connection flanges on all major equipment from at least two angles.

At 14 setups in a 2,200 SF room, the setup-per-SF ratio is approximately 1 per 157 SF - roughly 2-3x denser than an open office floor. That density is typical for mechanical rooms where equipment occlusion is severe. A lightly loaded electrical room of similar size might need only 4-6 setups; a dense chiller plant or hospital central utility plant routinely needs 12-18.

Equipment replacement workflow: The existing AHU is modeled at LOD 350 including all service clearances and structural curb dimensions. The new equipment CAD model (from the manufacturer) is dropped into the same Revit file. Clearance analysis runs before demolition begins - rigging paths, door swing, maintenance access. The mechanical contractor gets fabrication coordinates for all connection spools before they price the work.

Pipe connection tie-in coordinates from the Trimble X7 in high-density mode on flanged connections are exported as a point list (northing/easting/elevation + flange size) in CSV format for direct use by the fabricating contractor.


Deliverables Package: What to Specify in Your Contract

Scope disputes at project closeout almost always trace back to an undefined deliverables list. Here is what we specify in every above-ceiling scan-to-BIM contract:

Deliverable Format Notes
Revit model .RVT LOD documented in BIM Execution Plan
Registered point cloud RCP + RCS Raw E57 available on request
2D reflected ceiling plan PDF + DWG from Revit Duct centerlines, pipe routes, elevation tags
Clash detection report NWD + PDF matrix Hard clashes, clearance violations, field-verify items
Tie-in coordinate schedule CSV + Revit schedule MEP connection points with N/E/elevation
Exclusions log PDF All non-modeled elements explicitly listed

The exclusions log is as important as the model. Elements not modeled - flex duct final drops, pipes under 1.5-inch diameter, low-voltage, fire alarm (unless specified) - are listed explicitly by zone and system type. Without it, the design team assumes the model is complete and misses clearance impacts from elements that were never captured.

For a full breakdown of what a modeling scope document should contain, see what scan-to-BIM modeling scope should include.

For file format decisions, see our full Scan-to-Revit point cloud modeling workflow.


Scope, Cost Drivers, and Typical Price Ranges

The single biggest cost driver in above-ceiling scan-to-BIM is MEP density. A clear open-web steel truss roof with four duct runs models 4-6x faster than a stacked hospital plenum with HVAC, medical gas, hydronic, electrical, and sprinkler all fighting for the same 18 inches of plenum depth.

Typical pricing ranges:

Project Type LOD Price Range (per SF of ceiling) Minimum Engagement Notes
Commercial office, moderate MEP density LOD 300 $0.35-$0.75/SF 5,000 SF / $3,500 Field + modeling bundled; mobilization included above minimum
Healthcare / lab, dense MEP LOD 300 $0.75-$1.25/SF 3,000 SF / $4,500 ICRA coordination and phased access included
Healthcare / lab, dense MEP LOD 350 $1.10-$1.50/SF 3,000 SF / $5,500 Hanger documentation, tie-in schedules included
Mechanical room standalone LOD 350 $3,500-$9,000 per room Per room (1,500-3,000 SF) Priced per room regardless of building SF

All rates above bundle field capture and Revit modeling into a single fixed fee. Mobilization (travel, equipment transport) is included for projects within our standard service areas; projects requiring overnight travel are quoted separately at cost plus 15%.

What drives the variance within the office LOD 300 range ($0.35 vs. $0.75/SF): A $0.35/SF project is a single-tenant floor with four duct mains, one pipe chase, and a simple conduit layout - a modeler can trace it in 6-8 hours. A $0.75/SF project is a floor with three separate HVAC zones, a data room with dense cable tray, and a wet bar plumbing stack - modeling time doubles or triples. MEP density, not floor plate size, drives the number.

LOD uplift from baseline (LOD 200 = 1.0x):

  • LOD 300: meaningfully higher than LOD 200 baseline
  • LOD 350: substantially higher still, reflecting hanger documentation, tie-in schedule production, and increased modeling time

Multistory buildings: We price per floor with a discount starting at floor 4 - repetitive structural bays reduce modeling time once the first-floor template is established. Stair cores and mechanical shafts are billed separately because vertical chase geometry is time-intensive to trace and does not benefit from floor-to-floor repetition.

Access logistics add-ons:

Add-On Premium What Drives the Range
After-hours scanning (midnight-6 a.m.) +15-25% on field costs Lower end (15%): non-union, no escort, building has keyed access. Upper end (25%): union labor jurisdiction requiring night-shift differential, dedicated security escort billed at $85-$120/hr by building, or city permit required for exterior equipment staging (common in Manhattan, Chicago Loop, Boston downtown)
Tile reinstatement coordination Owner-furnished labor, we schedule We provide tile sequence and access log; reinstatement crew is client-supplied
ICRA-compliant access in occupied healthcare Quoted per zone Depends on ICRA Class (C vs. D) and required barrier setup

For full pricing detail, see our scan-to-BIM cost resource.


Common Mistakes That Kill Above-Ceiling BIM Accuracy

Mistake 1 - Too few scan setups. Shadow zones behind large rectangular ducts produce gaps in the point cloud that get filled with modeler assumptions. Every duct run must be captured from at least two positions. For ducts over 20 inches tall, three positions. Under-scanning a 20,000 SF floor to save a half-day of field time routinely generates 6-10 modeler assumptions that compound into coordination errors downstream.

Mistake 2 - Wrong LOD for the use case. A seismic bracing contractor receiving a LOD 200 model cannot design lateral bracing - hanger spacing, rod diameter, and attachment points are simply not in the data. Before scoping, confirm two things in writing: who is using this model, and what specific decision does it support? “Design coordination” and “fabrication” are not the same answer and do not produce the same scope.

Mistake 3 - Ignoring deck profile. Uneven structural deck - particularly in pre-1980 poured-concrete buildings - means a single horizontal reference elevation for piping is wrong by 1-3 inches at mid-span. Deck geometry is captured in every above-ceiling engagement and pipe elevations are modeled relative to the actual deck underside, not a nominal floor-to-deck dimension. In clear-span bays of 60 ft or more, deck sag at mid-span can reach 2 inches or more relative to the column line - enough to drop the lowest pipe in the bay below the specified finished ceiling height in the architect’s design.

Mistake 4 - No coordinate system lock. If the point cloud and the Revit project use different survey points, every tie-in coordinate exported from the model is wrong. Shared coordinates are confirmed with the project BIM manager before field mobilization. This takes 15 minutes and prevents a catastrophic deliverable error.

Mistake 5 - Skipping the clash report hand-off. Delivering a model without a Navisworks clash matrix hands the conflict-finding work back to the design engineers - exactly what scan-to-BIM was supposed to eliminate. The clash report is part of every above-ceiling deliverable, not optional.

Mistake 6 - Excluding flex duct without documenting it. Flex duct final drops of 2-4 ft affect ceiling height calculations and clearance below. We exclude flex from LOD 300 geometry (it cannot be reliably measured in a compressed section) but document every flex drop location and approximate length in the exclusions log so the design team can account for the space it occupies.


Use Cases by Project Type: Matching Capture Scope to Renovation Goal

Tenant improvement / office fitout: Above-ceiling scan confirms available ceiling height before the architect commits the ceiling grid. LOD 200-300 is sufficient for most tenant improvement work. A typical 20,000 SF floor plate with moderate MEP density: 6-10 setups, 3-5 hours of field time, model back in 3-5 business days at LOD 300. Total cost at $0.45/SF all-in: approximately $9,000 - cost-effective even on smaller improvements, because the alternative - designing a ceiling height that does not fit and discovering it during T-bar installation - typically costs $15,000-$40,000 in rework on a floor that size.

Healthcare renovation: Infection control constraints limit tile-pop access to zoned hours defined by the ICRA matrix. Scanning is phased by zone, clearing one area at a time with facilities coordination. In ICRA Class C and D areas, temporary isolation barriers are erected at each tile opening and negative-pressure procedures are coordinated with the infection control officer before each shift. LOD 350 is appropriate for medical gas, hydronic, and electrical routing where tight coordination with NFPA 99 requirements drives the design team’s need for precise existing-conditions data. See our detailed coverage on scan-to-BIM for hospitals and healthcare facilities.

Laboratory and cleanroom: Exhaust duct material matters - stainless vs. galvanized affects chemical compatibility decisions downstream. HDR imagery from the scanner is cross-referenced with point cloud geometry to document material type. Pressure classification of existing ductwork is noted from visible construction characteristics (seam type, connection method, visible reinforcement ribs) where accessible. Cleanroom scanning is coordinated with the facility’s change management process - ceiling tiles in ISO Class 5 or better spaces are not opened without a protocol review.

Hotel renovation: Floor-by-floor repetition is an efficiency opportunity, but only when floors are actually identical - which they often are not. Our protocol: scan one representative floor at full density, then run spot-check setups at corridor intersections and bathroom stack walls on every other floor. The trigger threshold for upgrading a spot-check floor to a full scan is an elevation variance of 8 mm or more at any corridor intersection point versus the representative floor, or any structural dimension (slab thickness, beam depth) that differs by more than 0.5 inches. On hotel renovations in the 150-300 room range, roughly one in four floors typically fails the spot-check threshold and requires a full scan - typically the floor directly above a mechanical transfer level or where the original GC changed concrete pour sequences.

Historic building adaptive reuse: Irregular ceiling framing, exposed timber structure, and non-orthogonal geometry require full capture - there is no way to assume dimensions in a historic building without measuring them. The scan protects historic fabric by eliminating the need for physical probing to determine framing locations. Mobile scanning platforms are well-suited for continuous corridor capture in historic buildings where repeated repositioning of static setups would require anchor drilling into protected finishes.

Data center: Above-floor and above-ceiling both matter. Cold aisle/hot aisle confirmation against BIM before new rack placement, underfloor plenum depth verification, and cable tray capacity assessment are the common scope items. See scan-to-BIM for data centers above-floor and above-ceiling coordination.


FAQ

What LOD should I specify for above-ceiling MEP scan-to-BIM on a renovation project?

Match the LOD to the end consumer of the model. If the goal is design coordination and conflict avoidance - confirming a new beam fits without hitting existing ductwork, or validating a dropped ceiling height - LOD 300 is the right spec. If fabricators need hanger locations, support spacing, and tie-in coordinates to build prefab spools off-site, LOD 350 is required. Specifying LOD 400 for as-built capture is rarely justified or achievable from a point cloud alone - LOD 400 requires manufacturer-specific dimensional data and fabrication tolerances that go beyond what scan capture can deliver. LOD 350 is the practical ceiling for renovation scan-to-BIM work.

How do scanners capture above-ceiling space without removing every tile?

We use a tile-pop grid: remove tiles every 10-15 ft in dense MEP zones, insert the scanner head through the opening or tilt the unit at the opening edge. The Trimble X7 works in this configuration, as do comparable terrestrial scanners. For buildings where tile-pop access is restricted - infection control areas, for example - we use existing access panels and supplement with pole-mounted scans. The result still achieves ±2-3 mm accuracy on major duct elements. A two-person crew on a midnight shift completes 8-12 setups in a 6-hour window; tiles are reinstated before the building opens.

Can a point cloud capture duct sizes accurately enough for fabrication?

Yes, for standard rectangular and round duct at LOD 350. Cross-section slices taken in Revit from the point cloud give duct width and height to ±0.5 inch - sufficient for spool fabrication of standard gauged ductwork. Flex duct is the exception: a point cloud captures approximate centerline and approximate length of a flex run, but not exact diameter in compressed or partially collapsed sections. Flex duct is always noted as approximated in the deliverables log, and fabricators should field-verify flex connector sizing before ordering materials.

How long does above-ceiling scanning take on a typical floor plate?

A 20,000 SF office floor with moderate MEP density: 6-10 setups, 3-5 hours of field time with the Trimble X7. A dense healthcare floor with stacked MEP: 15-25 setups, 8-12 hours. A 1,500-3,000 SF mechanical room: 6-14 setups, 4-8 hours. Modeling time runs 2-4x field time depending on LOD - a LOD 300 model of a 20,000 SF floor takes 2-3 days; LOD 350 with hanger documentation runs 4-5 days.

What information can a scan-to-BIM model provide for MEP equipment replacement?

A LOD 350 model of existing equipment gives you: exact equipment footprint and curb height, service clearance envelope on all four sides, connection flange coordinates, routing and size of all connected services (chilled water, condenser water, supply/return duct, electrical conduit), and structural beam clearances above the unit for rigging. With that data, the mechanical contractor pre-fabricates connection spools off-site, confirms the rigging path before mobilization, and arrives on-site ready to connect - not to measure.

Do I need a BIM Execution Plan before starting above-ceiling scan-to-BIM?

Yes - at minimum a written scope matrix that locks in: LOD per discipline, coordinate system (shared coordinates confirmed between point cloud and Revit project), naming convention, clash tolerance thresholds, and the exclusion list. Projects where the design team assumed the model included fire alarm conduit - when the contract did not specify it - discover the gap only when the electrician is already on-site pricing the rough-in. A one-page BEP before field mobilization prevents that. We provide a template scope matrix as part of every proposal - it takes 30 minutes to agree on and prevents days of dispute at closeout.


Get a Fixed-Fee Proposal in 24 Hours

Tell us your building type, floor count, and MEP density - we scope your above-ceiling scan-to-BIM project and return a fixed-fee proposal within 24 hours. Trimble X7 on every job. ±2-3 mm accuracy. No vague ranges, no scope TBD - a specific deliverable at a specific price before we mobilize.

Contact us for a scan-to-BIM quote