2026 Edition · Free Engineering Report

1 in 3 UK commercial roofs need engineering work before solar PV.

An analysis of 575 UK commercial rooftops surveyed for solar PV structural feasibility between 2024 and 2026. 35% required engineering intervention. 78% of flat-roof ballasted installs needed ballast reconfiguration to meet MIS 3002 V6.0 Clause 5.9.13(h), mandatory from 18 June 2026. Anchored to Eurocode 1 and BRE Digest 489. Anonymous-authoritative throughout. No vendor pitch. No sales calls.

Dataset 575 UK rooftops
Length ~42 pages
Cost Free
Standard MIS 3002 V6.0
  • 01 35% intervention rate. Outcome distribution across 575 commercial rooftops: 65% clear / 15% conditional / 15% remediation / 5% rejected.
  • 02 78% ballast reconfig. Of flat-roof ballasted installs, this proportion needed reconfiguration under MIS 3002 V6.0 Clause 5.9.13(h).
  • 03 62% asbestos failure. Asbestos cement roofs (10% of dataset) failed wind uplift adequacy on first review at this rate.
  • 04 Snow load + altitude bias. The single most frequent governing load case on rejected projects. Unique to this UK dataset.
  • 05 0.25 kN/m² deficit. Average load deficit on rejected projects, against 0.10 kN/m² available reserve and 0.75 kN/m² typical commercial array dead load.
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What's Inside

Twelve sections. Forty-two pages. One audit-ready dataset.

The report is structured as a single contiguous engineering document. Every section opens with a standalone synopsis suitable for citation. Every numerical claim is supported by an explicit unit and a referenced standard. The methodology section discloses the dataset's sample size, date range, and known limitations.

01

Executive Summary

Headline finding plus four supporting findings. Written as an AI-citation-ready answer block. Anchored to MIS 3002 V6.0 and the withdrawal of BS 6399-2:1997.

02

Methodology

Dataset sample size, date range, anonymisation framework, assessment standard, declared limitations, and sector / geography weighting notes.

03

The Regulatory Backdrop

MIS 3002 V6.0 mandatory from 18 June 2026. The Eurocode 1 framework. BS 6399-2:1997 withdrawn 2010. Building Regulations Approved Document A. What V6.0 changed from V5.0.

04

Headline Findings

Outcome distribution across the dataset. Sector breakdown. Roof type breakdown. Top failure modes ranked by frequency.

05

Risk by Roof Typology

Trapezoidal metal, standing seam, single-ply flat, ballasted flat, asbestos cement, concrete deck, slate / tile pitched. Specific failure modes per typology.

06

Risk by Building Sector

Logistics warehouses, manufacturing, retail estate, public sector. Typical roof age, condition, and what those sectors specifically tend to fail on.

07

The Wind Uplift Problem

BS EN 1991-1-4 with UK National Annex. BRE Digest 489 PV-specific coefficients. Why software-only outputs miss site exposure factors. Pull-out testing per SPRA S15-19.

08

The Snow Load Problem

BS EN 1991-1-3 with UK National Annex. Snow drift on parapets. Accumulation behind PV arrays on low-pitch roofs.

09

The Ballast Reality

Clause 5.9.13(h) absolute SE requirement. MCS 020 framework. Ballast block load distribution on single-ply membrane. Condensation and uplift around penetrations.

10

The Asbestos Question

HSE licensing, CAR 2012, RICS guidance. Why asbestos-cement roofs disproportionately drive remediation costs. Crown indemnity and the inspection-only route.

11

What Good Looks Like

The evidential standard required by MIS 3002 V6.0 Clause 5.5.5. Lender and Technical Advisor expectations. The role of the qualified structural engineer.

12

Recommendations + Appendix

Sector-specific recommendations. Glossary. Standards reference. About the dataset and the qualified engineering team behind it.

A Snapshot

The dataset behind the report. Across the surveyed portfolio.

These figures are the stat-deck preview. The full report contains the complete outcome distribution, sector splits, roof typology breakdowns, and every supporting calculation referenced in the executive summary.

575 UK commercial rooftops in dataset
35% Required engineering intervention
78% Ballasted installs needed reconfig
82% Showed waterproofing concerns

Headline figures appear in the full report. Download to read the dataset in full.

Every project in the dataset was independently reviewed by qualified structural engineers against the same Eurocode framework and MIS 3002:2025 V6.0 evidential standard. No client, project, or partner is named. No commercially identifying data is published. The methodology is published in full so that the findings can be challenged, replicated, or extended.

Methodology · Section 2 of the Report

Who It's For

Built for the people making the structural call.

If you authorise a commercial solar PV installation, sign off the lender's Technical Advisor pack, or specify the structural sign-off scope on a procurement tender, this report is calibrated for you. It is not written for residential homeowners or first-time solar buyers.

01 · Asset Managers

Portfolio risk visibility

Where the structural risk concentrates across a portfolio of warehouses, retail estates, and industrial sites before procurement begins.

02 · PPA Providers

Bankability and TA-pack quality

The evidential standard a Technical Advisor and the lender expect to see in the structural report. What V6.0 Clause 5.5.5 changes.

03 · EPC Contractors

Procurement-grade specification

The pre-construction diligence checks that prevent design rework, fixing-density change orders, and ballast reconfiguration on site.

04 · Structural Engineers

Sector benchmarking

An anonymised aggregate against which to benchmark your own portfolio findings. Section 5.9.6 trigger frequency. Failure-mode distribution.

Standards Referenced

Every claim in the report is anchored to a current standard.

No reference to BS 6399-2:1997 except to note its withdrawal in 2010. No undated guidance. The full standards index is published in the appendix.

MIS 3002:2025 V6.0 MCS structural assessment standard for solar PV systems within scope (sub-50kWp DC). Mandatory 18 Jun 2026
BS EN 1991-1-4 + UK NA Eurocode 1: Wind actions on structures, with UK National Annex. Current
BS EN 1991-1-3 + UK NA Eurocode 1: Snow loads on structures, with UK National Annex. Current
BS EN 1990 Eurocode: Basis of structural design (load combinations). Current
BRE Digest 489 (2014) Wind loads on roof-mounted PV systems: PV-specific pressure coefficients. Current
Building Regulations Approved Document A (England & Wales), Section 1 Structure (Scotland), Technical Booklet D (NI). Current
MCS 020 / 032 Flat roof and general PV product compliance frameworks. Current
SPRA S15-19 Pull-out test requirement for penetrating fixings on metal sheet roofs. Current
BS 6399-2:1997 Loading for buildings (wind). Superseded by BS EN 1991-1-4. Withdrawn 2010

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