Trillas Consulting Engineers
Office

7850 NW 146 Street, Suite 506
Miami Lakes, FL 33016

Reach Us

786-542-5474
info@trillasengineering.com

Licensure

Licensed in 30 states, D.C. & Puerto Rico. Projects and claims nationwide.

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Portfolio

Work that speaks
for itself.

Featured projects across structural design, renovations, and forensic evaluations — from Miami to Qatar.

01 Design & Construction

Engineered to build.

21-1046.002021–Present

Oak Preserve

Hendersonville, NC · EOR + County RDP Inspector · Developer
StructuralCFSMEPCivil

A 12-building panelized cold-formed steel community where TCE carries the structure, the MEP, the civil package — and the county code inspections.

12+ buildings
2-story attached homes
1-hr UL fire walls
Project details ⌄
Oak Preserve

The Problem

Machine-fabricated FRAMECAD panels demand shop-level precision before steel is rolled, the attached units required rated fire/demising walls, and field MEP trades notched studs that had to be engineered back into compliance — all under an active county inspection program.

What TCE Did

  • Produced per-panel FRAMECAD shop files, opening schedules, and shear-wall packages for every building
  • Developed the 1-hour fire/demising wall rating evaluation (UL V446) through three accepted revisions
  • Served as Registered Design Professional for county inspections and issued sealed stud-repair details accepted by the AHJ
StructureFRAMECAD panelized CFS
ScopeStructural + MEP + Civil
Fire Rating1-hr demising, UL V446
Phase II14-unit site plan in progress
StatusUnder construction
20-1122.002020–2022

The Hamptons of Huntsville

Huntsville, AL · EOR — Structural & MEP · Developer
StructuralMEPCFS

Five levels of multifamily over ground-floor retail with a courtyard and a vehicular underpass — one firm carrying both the structure and the complete MEP design.

5 levels
4 building segments
Full MEP + photometrics
Project details ⌄
The Hamptons of Huntsville

The Problem

A large mixed-use block combining apartment levels, retail spaces, and a drive-through underpass needs structure and building systems designed as one coordinated whole — and a national GC pricing a GMP at 50% construction documents needs drawings that hold up.

What TCE Did

  • Issued the sealed structural permit set across building segments A–D, including steel underpass framing and retail-space columns
  • Designed the complete MEP package in-house — mechanical, electrical, plumbing, site photometric lighting, and lightning protection
  • Ran rigid-diaphragm force distribution and wind analysis for the full complex
TypeMultifamily + retail mixed-use
Levels5
SystemsStructural + full MEP by TCE
ProcurementGC GMP at 50% CDs
StatusPermit set issued 2022
19-1006.012019–2022

Delray Mixed-Use Development

Delray Beach, FL · SEOR + Threshold Special Inspector · Developer
StructuralCFS

A four-story Florida threshold building on load-bearing cold-formed steel with hollow-core plank floors — TCE both engineered it and inspected it.

4 stories
Load-bearing CFS + hollow-core
Threshold inspection program
Project details ⌄
Delray Mixed-Use Development

The Problem

The project changed structural engineers mid-stream, runs load-bearing light-gauge steel under precast hollow-core planks — an unforgiving combination for tolerances — and triggers Florida’s threshold building statute requiring a formal inspection program.

What TCE Did

  • Assumed Structural Engineer of Record and issued the full S-000–S-401 construction document set
  • Authored the Threshold Inspection Plan under FS Ch. 553 and sealed the field inspection reports through construction
  • Engineered the LGS load-bearing walls and columns with 3D structural analysis and wind modeling
StructureLoad-bearing CFS + hollow-core plank
CodeFBC · FS 553 threshold
Analysis3D Robot model + MecaWind
AlsoElevator & arch coordination
StatusBuilt — as-builts 2022
21-1306.002021–Present

The Crescent Garden

Miami, FL · SEOR + Construction Administration · Hospitality Owner
Structural

A historic-district garden venue on Biscayne Boulevard — greenhouse, grand shade structure and all — engineered for 175 mph hurricane winds.

175 mph design wind
40′ × 40′ shade structure
Historic district approval
Project details ⌄
The Crescent Garden

The Problem

Miami’s high-velocity hurricane zone puts every canopy, greenhouse pane, and gate under 175 mph design loads, while the Historic & Environmental Preservation Board scrutinizes everything visible — and multiple vendor-delegated structures still have to tie into one sealed design.

What TCE Did

  • Produced the full calculation package — structural steel, wood, masonry, and foundations — to ASCE 7-16 HVHZ criteria
  • Supported the historic preservation (HEPB) zoning submission through approval
  • Reviewed delegated shade-structure, railing, and vendor submittals as special inspector of record through 2025
Wind175 mph · ASCE 7-16 · Exposure C
Elements2-story bldg, greenhouse, shade structure
PanelsUSG Structo-Crete
OversightSpecial inspector on file
StatusConstruction / CA
22-1101.002022–2023

602 Inverness Avenue

Nashville, TN · Delegated Engineer to Fabricator · CFS Fabricator
CFS

A complete delegated cold-formed steel package — every wall panel and sixteen truss types — delivered straight to the fabricator’s roll-former.

3 floors
16 truss types
Machine-ready panel CSVs
Project details ⌄
602 Inverness Avenue

The Problem

The panel shop’s line only moves as fast as its sealed engineering: three floors of exterior and interior wall panels, parapets, and cold-formed trusses — including deep box-beam conditions — all needed calculations, shop drawings, and machine files on a fabrication schedule.

What TCE Did

  • Sealed the complete shop-drawing set for exterior and interior wall panels
  • Produced per-truss calculation workbooks for truss types CT001–CT016, including a Level-1 box-beam study
  • Exported production CSVs — panels, parapets, and parapet trusses — directly to the fabrication line
DeliveryDelegated design
Members362 / 600 / 1000-series studs, box beams
DeliverablesSealed shops + calcs + CSVs
CoordinationRoll-former dimple locations
StatusDelivered 2023
23-1034.002023–Present

Walker Auto Storage

Southeast U.S. · EOR · Commercial Owner
StructuralCFS

A hybrid structure — hot-rolled steel frame carrying cold-formed trusses and joists — for a two-level auto storage facility on deep foundations.

W30×99 & W24×131 steel
Mezzanine level
Pile-cap foundations
Project details ⌄
Walker Auto Storage

The Problem

Long clear spans for vehicle storage want heavy structural steel; economy wants light cold-formed framing everywhere else; and the soils demanded deep foundations — the design had to blend all three into one buildable, permittable package.

What TCE Did

  • Designed the hot-rolled frame — W-shape beams and columns, HSS mezzanine framing, and baseplates
  • Engineered the CFS roof truss and floor joist packages with fabrication-ready detailing
  • Designed reinforced concrete pile caps to ACI 318 and carried the S-001–S-302 sheet set through review
SystemHybrid hot-rolled + CFS
FoundationsRC pile caps
Levels2 + mezzanine
AnalysisMecaWind + ASCE hazards
StatusPermitting — 2026 comments
23-1248.002023–2025

Janay Residence

Location on request · Structural / CFS Design · Design-Build Contractor
StructuralCFS

A design-build custom home in cold-formed steel with steel transfer beams and a purpose-engineered stem-wall foundation.

2 stories + garage
Grids A–H × 1–14
Steel transfer beams
Project details ⌄
Janay Residence

The Problem

The builder’s CFS delivery model needed structure that follows the panel system — but the architecture demanded transfer beams at multiple grids, a balcony, and a stem-wall condition that standard details didn’t cover.

What TCE Did

  • Engineered the foundation with a cantilevered tie-beam stem-wall detail developed for the site
  • Designed steel transfer beams, columns, and hold-down layouts with full schedules
  • Delivered FrameCAD-ready framing plans for floors and roof, resolving field RFIs through 2025
TypeCustom single-family
FoundationStem wall + cantilever tie beam
FramingCFS with steel transfers
ExtrasBalcony & stair framing, MgO sheathing
StatusDelivered
25-1667.002025–Present

Lot 4 Residence

Laurel Park, NC · EOR — Structural & Mechanical · Homeowner
StructuralCFSMEP

A hillside custom home where the site works as hard as the house — engineered retaining walls up to 18 feet tall under a cold-formed steel frame.

Retaining walls to 18′
Multi-level on slope
TCE-designed HVAC
Project details ⌄
Lot 4 Residence

The Problem

A steep mountain lot means the foundation is really a retaining structure: basement and site walls from 5 to 18 feet, a retained driveway, and a multi-level plan — plus the owner wanted structure and mechanical design under one roof.

What TCE Did

  • Designed the full retaining and basement wall series (5′, 9.75′, 11′, 18′) plus the driveway wall
  • Engineered the FrameCAD cold-formed frame across lower and main levels
  • Produced the complete mechanical design — Manual J/S loads and the sealed M-sheet package
SiteSloped mountain lot
Walls4 heights to 18 ft
FramingFrameCAD CFS
MechanicalManual J/S by TCE
StatusCDs 2026 — active
25-1668.002025–Present

Lot 6 Residence

Laurel Park, NC · EOR — Structural & Mechanical · Homeowner
StructuralCFSMEP

The fully-counted house: 3,965 square feet where every panel, joist, and truss was engineered, scheduled, and tallied before fabrication.

3,965 SF conditioned
113 roof trusses
Dual HVAC · 4.1 tons
Project details ⌄
Lot 6 Residence

The Problem

Panelized construction succeeds or fails on completeness: a walk-out basement home with 16.5-foot retained walls, over a hundred trusses, and two HVAC systems has no room for ‘detail it in the field.’

What TCE Did

  • Engineered 47+ load-bearing wall panels, 141 floor joists, and 113 roof trusses as a fabrication-ready FrameCAD package
  • Designed basement/retaining walls at 11′, 11.5′, and 16.5′ for the walk-out condition
  • Sized dual mechanical systems (≈49,400 Btu/h cooling) with Manual J/S documentation
Area3,965 SF conditioned
Framing47+ LB panels · 141 joists · 113 trusses
WallsRetained to 16.5 ft
HVACTwo systems, 4.1 tons total
StatusCDs 2026 — active
26-1785.002025–Present

Roadrunner Asheville

Asheville, NC · EOR — Building + Site · Retail Operator
StructuralCFSCivil

A ground-up convenience market where TCE carried the building structure and the site’s erosion-control and retaining-wall package.

CFS 362/600 panels
Gabion + geogrid walls
City approval Sep 2025
Project details ⌄
Roadrunner Asheville

The Problem

A fuel-market site on Tunnel Road needed more than a building: engineered gabion, geogrid, and concrete retaining walls, sediment and erosion control to city and state standards, and a panelized CFS structure — all through municipal plan review.

What TCE Did

  • Designed the CFS building package — load-bearing wall panels and roof trusses in two steel thicknesses
  • Engineered three retaining wall systems and the ES-1/ES-2 erosion & sediment control sheets
  • Carried plan-review comments to approval and supported construction through weekly site coordination
TypeRetail / convenience store
StructureFrameCAD CFS + Structo-Crete
Site3 wall systems + E&SC
ApprovalsCity site plan 2025
StatusUnder construction
26-1838.002026

Essig Residence

Asheville, NC · Delegated CFS Designer · Builder / CFS Supplier
CFS

A prefab-ready cold-formed home engineered to its own shipping limits: no panel over 300 pounds, nothing longer than a 40-foot truck bed.

110 mph wind
12″ floor trusses
B1–B12 header trusses
Project details ⌄
Essig Residence

The Problem

Prefabrication moves constraints upstream: every wall panel and truss had to respect the truck bed and a two-man lift, floor trusses bear on CMU piers, and the whole package — calcs to machine files — had to arrive fabrication-ready.

What TCE Did

  • Engineered the complete panel and truss package to IBC 2020 / ASCE 7-22 at 110 mph wind
  • Designed 12-inch floor trusses with 18-inch girders on CMU piers, plus header trusses B1–B12 through revision
  • Delivered the full prefab set: foundation sheets, 3D views, IFC, CAD, and per-assembly material reports
DeliveryDelegated design for prefab
Members600S162 walls · 362S162 trusses
Limits300 lb / 8′×40′ shipping
FoundationStem wall + slab, CMU piers
StatusDelivered 2026
26-1770.002026

Hidden Creek Cabin Community

Cabin resort development · EOR · Hospitality Developer
Structural

Ground-up structural design for a multi-cabin community — from helical pile foundations to roof truss layouts, four cabin types deep.

4 cabin designs
Helical pile foundations
Floor + roof truss layouts
Project details ⌄
Hidden Creek Cabin Community

The Problem

Cabins on piles look simple until the loads meet the soil: each of four cabin types needed engineered girder-to-pile connections, coordinated pile schedules, and framing the field could repeat reliably.

What TCE Did

  • Engineered helical pile foundations with manufacturer-coordinated schedules and connection details
  • Produced floor and roof truss layouts for each cabin type
  • Delivered structural plans, calc packages, and design information documents as one coordinated set
TypeResort cabin community
FoundationsHelical piles, engineered connections
Buildings4 cabin designs
DeliverablesPlans + calcs + design docs
StatusDelivered 2026
Full project page →
22-1084.002022

The Palms — 9-Unit Apartments

Florida · Engineering Design Review · Developer
StructuralMulti-Discipline Review

A nine-unit FHA-financed apartment building where TCE reviewed every discipline’s sheets — architecture, civil, landscape, MEP, and structural — before they went forward.

9 units · 3 stories
5 disciplines reviewed
FHA standards
Project details ⌄
The Palms — 9-Unit Apartments

The Problem

An entitled multifamily project moving through rezoning and FHA financing needed its 80% design set checked as one coordinated whole — five disciplines’ drawings, HUD durability standards, and a municipal approval track all had to line up before permitting advanced.

What TCE Did

  • Performed engineering review across the full 80% progress set — architectural, civil, landscape, MEP, and structural packages
  • Tracked four successive architectural revision cycles through the fall design push
  • Supported the entitlement record through the pre-application and city commission process
TypeMultifamily · 9 units, 3 stories
FinancingFHA — HUD notes & details
Scope5-discipline design review
EntitlementRezoning ordinance track
StatusProject on hold
02 Forensic Evaluations

Engineered to hold up.

25-1515.002025

Royal Bay Villas

Naples, FL · Retained Engineer · Association + Counsel
ForensicHurricane Wind

Forty-six buildings, ninety-two units, one question: what did Hurricane Ian do — and what was already there from Irma?

46 buildings · 92 units
231-page SDER
90–100 mph gusts, 12 hrs
Project details ⌄
Royal Bay Villas

The Problem

A 1976 villa community took Hurricane Ian’s wind field for twelve continuous hours — but the carrier’s side pointed to pre-existing conditions from Hurricane Irma. Causation had to be separated building by building, not argued in general.

What TCE Did

  • Documented all 46 buildings individually — exterior and interior — across three field campaigns
  • Ran dual wind analyses (70 and 100 mph) and reconstructed permit history back to 1994
  • Analyzed the prior Irma-era engineering record and isolated pre-existing deficiencies to specific mansard runs — rebutting the systemic pre-damage defense
PerilHurricane Ian · Sept 28, 2022
Scale46 bldgs / 92 units, TPO + metal mansards
Report231 pages, per-building sections
AnalysisMECA @ 70 & 100 mph
PostureContested claim
26-1790.002026

DOP Properties

Little Rock, AR · Retained Engineer · Policyholder Counsel
ForensicHail & Collapse

A 1920 heavy-timber roof survived a century — then hail and wind started a ten-month chain that ended in collapse. TCE traced every link.

6,948 SF historic bldg
2,100 SF roof collapse
3 wind models: 57/64/79 mph
Project details ⌄
DOP Properties

The Problem

A partial structural collapse ten months after a hail-and-wind event invites the easy defense: rot, age, wear-and-tear. Proving the storm started the failure chain required physical evidence, not narrative.

What TCE Did

  • Documented the collapsed girder truss member-by-member against its intact twin — clean cross-grain tension fractures, no decay, no water-staining history
  • Built the causation chain: hail-fractured cap sheets, wind-breached flashing, water-saturated timber, dead-load increase, collapse
  • Anchored the pre-loss baseline with a 20-year historical aerial record and three wind models
Structure1920 heavy timber + multi-wythe brick
EventsStorm Apr 2025 → collapse Jan 2026
Hail energy≈534 lbf localized impact force
Aerials18 ticks, 2005–2025
Deliverable32-page SDER + appendices
26-1803.002026

CRM Properties

Pine Bluff, AR · Retained Engineer · Policyholder Counsel
ForensicHail

When hail punches clean through a metal roof, the argument is over — if the documentation is airtight. TCE made it airtight.

20,000 SF metal building
1.75″ hail at property
Full roof penetrations documented
Project details ⌄
CRM Properties

The Problem

A steel-framed manufacturing facility took 1.75-inch hail with gusts to 56 mph. The evaluation had to fix the pre-loss condition precisely and correct a mischaracterization of the roof geometry that shaped the claim.

What TCE Did

  • Documented hail penetrations of the through-fastened Galvalume panels and corrected the record: a 3:12 gabled roof, not a low-slope
  • Locked the timeline with aerial imagery four days either side of the loss date
  • Delivered a 39-page SDER with NOAA storm-events history for the decade surrounding the loss
PerilHail + wind · Apr 3, 2025
BuildingSteel frame, R-panel roof, c.1989
BaselineAerials Oct 2011–Oct 2025
AnalysisMECA @ 56 mph + NOAA records
DeliverableSDER, July 2026
26-1847.002026

Westover Property

University City, MO · Retained Engineer — Desk Review · Policyholder Counsel
ForensicHail vs. Wind

The honest answer was the powerful one: the wind couldn’t have done it — the hail did, and the numbers prove both halves.

4 roof sections
41 aerials, 1996–2025
Hail energy 14–40 ft-lbf
Project details ⌄
Westover Property

The Problem

After the May 2025 St. Louis hail-and-tornado outbreak, a multi-tenant commercial roof showed widespread damage — but attributing everything to wind wouldn’t survive scrutiny. The mechanics had to be separated quantitatively.

What TCE Did

  • Computed actual wind uplift (26–31 psf) against ≈72 psf design capacity — ruling out a design-level windstorm
  • Attributed ≈196 LF of displaced parapet metal to cyclic fatigue of hail-weakened components — a defensible, nuanced causation
  • Produced a standalone NOAA meteorological report computing distance-to-property for every severe event over six years
PerilHail 2.0–2.5″ · May 16, 2025
MethodDocument/desk review + weather forensics
RoofTPO over EPDM, 4 sections
SealedMissouri PE
Deliverable31-page SDER + 10-page weather report
26-1870.002026

Carolina Flatz

Lansing, MI · Retained Engineer — Desk Review · Property Owner
ForensicHail

A pre-loss inspection six months before the hailstorm gave this claim what most never have: a documented before. TCE built the after, test square by test square.

5 buildings · 26,692 SF roof
19 test squares
11.25 impacts/SQ average
Project details ⌄
Carolina Flatz

The Problem

Five apartment buildings with roofs of different ages — one barely a year old, others fifteen — took radar-verified hail. Each building needed its own evaluation, and the directional evidence had to match the storm physics.

What TCE Did

  • Evaluated all five buildings individually — separate aerial histories, wind models, and impact surveys per building
  • Corroborated causation directionally: south/west slope concentrations matching the storm’s northeast track, 35 HVAC condensers documented
  • Ran every figure through a source-fact table and QA gate process — each number traceable to a cited source
PerilHail 1.25″ verified · Mar 6, 2026
BaselinePre-loss inspection, Sept 2025
Survey19 test squares, 6–22 impacts each
Impact energy≈7.6 ft·lbf with wind vector
Deliverable84-page SDER, per-building
23-1198.002023–Present

Shuckers at the Gulfshore

Fort Myers Beach, FL · Retained Engineer — Rebuttal · Policyholder Counsel
ForensicHurricane

A beachfront restaurant, Hurricane Ian, a denied claim, and the carrier’s own engineer on the other side — TCE’s report is the counterweight.

2 waterfront venues
120 mph wind analysis
Aerials bracket the storm day-by-day
Project details ⌄
Shuckers at the Gulfshore

The Problem

Ian’s combined wind and surge devastated a two-venue hospitality property; the claim drew a denial and a reservation of rights, with the carrier’s engineering report anchoring the other side. The rebuttal had to be stronger than the original.

What TCE Did

  • Produced the Storm Damage Evaluation Report on the impact of Hurricane Ian across both venues
  • Established the loss sequence with aerial imagery from the days immediately before and after landfall
  • Supported the claim through the pre-litigation record alongside the business-interruption analysis
PerilHurricane Ian · Sept 28, 2022
TypeWaterfront restaurant/bar complex
AnalysisMECA @ 120 mph
PostureContested — pre-lit/appraisal
DistinctiveHead-to-head vs. carrier engineer
25-1427.002025

2214 N Miami Avenue

Miami, FL · Retained Engineer · Policyholder Counsel
ForensicStructural Collapse

Collapse or decay? On a three-section Miami commercial building, that one word decides coverage — TCE documented the answer at exhibit scale.

3 building sections
15-year aerial record
Emergency shoring documented
Project details ⌄
2214 N Miami Avenue

The Problem

A structural failure in an older commercial building put the claim squarely between the policy’s collapse provision and its decay-and-deterioration exclusion — with the building shored, the clock running, and the pre-loss condition in dispute.

What TCE Did

  • Inspected and documented all three building sections — roof and interior — over a two-day field campaign
  • Used pre-purchase photography to fix the pre-loss baseline and a 15-year aerial record to trace condition over time
  • Delivered the evaluation with an exhibit-scale photographic appendix supporting the coverage analysis
QuestionCollapse vs. decay exclusion
SectionsNorth / Center / South
Field workFeb 2025, 2-day inspection
BaselinePre-purchase photos + aerials to 2010
DeliverableReport + photo appendix, Oct 2025
22-1397.002022–2023

Shamron Beach Condominium

Fort Myers Beach, FL · Forensic + Resiliency Engineer · Condo Association
ForensicMEP Redesign

After Ian flooded the ground floor, TCE did both jobs: documented what the storm did, then redesigned the building systems so it can’t happen again.

Beachfront association
Systems below +15′ BFE flooded
100–130 kW standby design
Project details ⌄
Shamron Beach Condominium

The Problem

Hurricane Ian’s surge inundated the ground floor, taking the electrical, fire-alarm, and pump systems that sat below the base flood elevation. The association needed the loss documented — and needed the rebuilt systems out of harm’s way.

What TCE Did

  • Performed the forensic field campaign — drone, roof, interior, and moisture-mapping documentation by inspection team
  • Engineered the MEP repair-and-resiliency redesign relocating flood-vulnerable systems above base flood elevation
  • Designed standby generation (100–130 kW) with transfer switching and code-compliant equipment mounting
PerilHurricane Ian · wind + surge
Dual roleForensics + repair design
ElevationBFE +15.0′ NGVD governing
DeliverablesStudy letters, MEP model, submittals
StatusDesign delivered 2023
26-1808.002026

Tower Center

Commercial center · Retained Engineer · Commercial
ForensicHail

A commercial hail claim evaluated with site-specific weather analytics and a causation opinion that survived tracked technical review.

Hail + 110 mph wind review
20-year aerial record
SDER with tracked revisions
Project details ⌄
Tower Center

The Problem

Hail claims live and die on method: the evaluation paired on-site documentation with weather analytics for the date of loss and a two-decade roof history — then stood up to round after round of technical review.

What TCE Did

  • Paired field documentation with site-specific hail-swath and wind analytics
  • Established the roof’s condition timeline across a 2005–2024 aerial record
  • Delivered the sealed SDER and defended it through fully-tracked technical revisions
PerilHail & wind
AnalysisWeatherStrike + 110 mph review
Aerials2005–2024
DeliverableSealed SDER
MoreFull project page →
Full project page →
24-1148.002024–2026

Texas State Health Building

Texas · Retained Engineer + Declarant · Policyholder Counsel
ForensicLitigation

An evaluation that went the distance — from site documentation to a sworn engineer’s declaration in litigation.

Sequential sealed reports
Sworn declaration filed
Weather + aerial forensics
Project details ⌄
Texas State Health Building

The Problem

Some evaluations end with a report; this one was tested in litigation, where the methodology, the meteorological record, and the engineer’s willingness to stand behind the findings all came under scrutiny.

What TCE Did

  • Performed the forensic evaluation with weather and meteorological analysis and a decade-long aerial record
  • Issued sequential sealed reports as the matter developed
  • Provided a sworn engineer’s declaration supporting the findings
TypeCommercial / institutional
LitigationDeclaration on file
AnalysisMeteorological + aerial review
DeliverablesReports, appendices, declaration
MoreFull project page →
Full project page →
25-1429.002023–Present

Rizzi Residence

Broward County, FL · Testifying Expert · Homeowner Counsel
ForensicExpert Witness

A roofing-product failure case built the way testifying work should be: court-approved testing protocols, control samples, and ASTM-grounded opinions.

Court-ordered test protocol
Control-roof lab analysis
ASTM-standard methodology
Project details ⌄
Rizzi Residence

The Problem

A premature roof underlayment failure with resulting water intrusion put product performance itself on trial. Expert opinions in that arena survive only if the testing methodology is beyond reproach.

What TCE Did

  • Developed testing consistent with court-approved protocols, including control-sample analysis
  • Grounded opinions in the governing standards — ASTM D226, D4869, D146, TAS 126 moisture procedures
  • Issued the expert report and rebuttal of the opposing engineer’s opinions
MatterProduct failure · water intrusion
TriggerTropical-cyclone rainfall, 2022
MethodProtocol testing + standards analysis
DeliverablesExpert report, rebuttal, testimony
StatusActive matter — details limited
24-1175.002024

Muriel H. Moore Child Development Center

Institutional facility · Evaluating Engineer · Owner-Side
ForensicWater Intrusion

A full-building photographic survey of an early-childhood facility — 325 frames in a single documented day.

Institutional building
325-photo survey
Moisture investigation
Project details ⌄
Muriel H. Moore Child Development Center

The Problem

A child development center with suspected water intrusion needed its condition captured completely and quickly — the kind of building where documentation discipline matters more than drama.

What TCE Did

  • Executed a single-day, full-building photographic survey — 325 sequenced frames
  • Conducted moisture testing at suspect assemblies
  • Compiled the evaluation record against the contractor and claim documentation
TypeEarly-childhood education facility
Survey325 photos, one field day
FocusWater intrusion
RecordClaim + estimate documentation
StatusEvaluation file
20-1128.002020–2023

Oceania Tower II

Sunny Isles Beach, FL · Retained Engineer · High-Rise Condominium
ForensicHurricane

An oceanfront tower, Hurricane Irma, and a competing engineering report on the other side — documented floor by floor, ground through roof.

≈30-story oceanfront tower
Floor-by-floor documentation
4 structures evaluated
Project details ⌄
Oceania Tower II

The Problem

A high-rise on the Atlantic took Hurricane Irma’s winds, and the claim record already contained an opposing engineering report with full floor-by-floor attachments. TCE’s evaluation had to meet that documentation standard level for level — tower, water suites, cabanas, and beach structures.

What TCE Did

  • Documented the tower floor by floor — ground through the 29th and roof — plus three ancillary structures
  • Built a Hurricane Irma event timeline exhibit and reconstructed the property’s permit history
  • Delivered the signed-and-sealed SDER with a full photographic appendix; the findings were later the subject of testimony
PerilHurricane Irma
PropertyOceanfront tower + suites & cabanas
DocumentationPer-floor, all structures
DeliverableSealed SDER + Appendix A
AftermathSubpoenaed testimony, 2023
21-1239.002021–2022

Tunica County Facilities

Tunica County, MS · Retained Engineer · Public Entity
ForensicWinter Storm

When a February freeze hit an entire county’s building portfolio, one report wasn’t enough — seventeen facilities, two report phases, eleven photo appendices.

≈17 county facilities
SDER + full addendum
11 building photo appendices
Project details ⌄
Tunica County Facilities

The Problem

The February 2021 winter storm damaged buildings across a Mississippi county’s entire portfolio — courthouse, justice complex, library, fire station, recreation centers, and more — and the claim went to formal insurance appraisal, where every building needed its own defensible record.

What TCE Did

  • Evaluated the county’s facilities in two phases — six buildings in the base SDER, eleven more in the addendum
  • Produced building-specific photo appendices and breakdown schedules keyed to the claim’s multi-location structure
  • Supported the appraisal process opposite the carrier’s per-building engineering reports
PerilWinter storm / freeze · Feb 2021
Scale≈17 buildings, county-wide
ReportsBase SDER + two addenda
ProcessInsurance appraisal
Client typeCounty government, adjuster-assisted
23-1413.002023–Present

Cateechee Golf Club

Hart County, GA · Retained Engineer · Litigation Counsel
ForensicFreeze / Water

A Georgia clubhouse, a state-of-emergency cold snap, and a claim that went federal — TCE’s evaluation is holding its ground through depositions.

2-story clubhouse
≈300 exterior photos
Federal expert disclosures
Project details ⌄
Cateechee Golf Club

The Problem

A hard-freeze event during a declared state of emergency left a golf clubhouse water-damaged, and the dispute escalated into federal litigation with opposing expert reports — the evaluation had to survive disclosure, discovery, and deposition.

What TCE Did

  • Performed the field investigation and issued the damage evaluation report with a full photographic appendix
  • Compiled county parcel research and NOAA historical weather analysis for the loss period
  • Supported the litigation through expert disclosures and testimony as the matter progressed
PerilCold-weather freeze → water damage
PropertyGolf clubhouse, 2 floors
Record≈300 exterior images documented
PostureActive federal litigation
StatusOngoing — details limited

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