A Proposal for JKE Cavity Ties
JKE Cavity Ties
Background
James Edwards is a bricklaying contractor based near Birmingham, running a team of 10 to 12 bricklayers on new build housing and apartment projects across the West Midlands. JKE Cavity Ties is his own product, developed from a problem he sees on his own sites every day: cavity wall ties bedded too shallow or too deep, ties pulled loose in wet mortar when the second leaf is built, and no straightforward way for anyone to verify embedment once the wall is up.
The product is a single-piece cavity wall tie in austenitic stainless steel with an integrated gauge tab formed from the same continuous wire. The tab presses flush against the face of the block or brick, so the tie is set by feel rather than by eye, and the tab remains visible afterwards as evidence of a correctly set tie. The intended market is bricklaying contractors, site managers, and building inspectors across the United Kingdom.
The concept has been developed to render and 3D CAD stage with Innovate Design. There is a concept presentation, a business specification and product potential report, and STEP models covering three tie variants. There is no physical prototype, no test data, and no filed patent at this stage.
This proposal covers Stage 1 of the program, Phase 1, Engineering Validation, following the discovery call held on 27 July 2026 with Nick Cunningham, President and Founder. Work proceeds under the mutual non-disclosure agreement already in place between the parties, with confidentiality agreements covering any third-party supplier engaged before that engagement begins.
Our Preliminary Read on the Product
Ahead of Phase 1 engagement our team has reviewed the enquiry thread, the intake form, the discovery call notes, the concept presentation, and the product potential report. The STEP models will be reviewed on receipt by the Shield Works R&D team.
The following is not the Phase 1 output. It is the position our engineering work starts from, and it is set out here so the scope and the value of Phase 1 are clear before any commitment is made. This is a simple part to manufacture and a demanding product to get right, and the reasons for that are worth being open about at the outset.
2.1 The central technical question
Three questions decide whether this product works, and they are connected. Phase 1 carries them as a single dedicated engineering workstream.
- Where the tab sits. The concept fixes the gauge tab at 63 mm from the tie end and applies that position across 225 mm, 250 mm and 275 mm variants for cavities from 75 mm to 150 mm. Under PD 6697 and NHBC Standards the requirement is a minimum 50 mm embedment into each leaf, allowing for normal tolerances in cavity width, and conventional symmetrical ties are specified to be centred in the cavity so that embedment is shared equally between the two leaves. A fixed stop at one end makes the tie deliberately asymmetric, which is the whole point of the design, but it also means the embedment achieved in the far leaf becomes a function of tie length and cavity width. On the concept dimensions, a 250 mm tie with the tab set at 63 mm leaves 87 mm in the far leaf at a 100 mm cavity, and 37 mm at a 150 mm cavity. The second case would fall short of the minimum. It follows that the tab position needs to be defined per tie length and cavity band rather than fixed at a single figure across the whole range. Establishing that matrix, and confirming it against the standards and against building control practice, is the first and most important piece of engineering work on this product.
- What the tab does to declared performance. Wall ties placed on the Great Britain market fall under BS EN 845-1. That standard sets requirements for mechanical strength using the BS EN 846 test methods, for resistance to water crossing the cavity, for corrosion protection and durability, and for marking, together with type testing and factory production control. It also limits the materials that may be used. Under PD 6697 a tie is then specified by declared type according to its characteristic load capacity, which depends on building height, wind zone and site exposure. Forming the tab by coiling the wire back on itself introduces a local change at a point on the tie that carries load. A vertical leg standing in the cavity at the face of the leaf also sits exactly where mortar can ledge and where water can find a path across the cavity. Both of these need to be engineered deliberately rather than assumed, and both feed the test program.
- Whether the tab can be formed at target cost. The commercial case rests on a tie competing against products selling in the region of GBP 53 to GBP 98 per box of 250. There is very little room in the unit cost. The concept describes the tab as formed from the same continuous wire and twisted directly into place, with no welding, clips or added parts. That is the right instinct, because every added operation is added cost on a product priced in pence. Whether that geometry can be produced in a single automated wire-forming operation, or whether it requires a secondary operation, is the single largest influence on the unit cost and therefore on whether the business case holds. Confirming the forming route with real wire-forming suppliers is a Phase 1 deliverable, not an assumption we are willing to make in advance.
A point on the analysis above, because it matters to how you read this proposal. Finding that the geometry needs work is not the same as solving it. The calculation illustrates the risk sitting in the current concept, and it is offered so you can see the nature of the work rather than take our word for it. What Phase 1 does is convert that risk into a settled tab position matrix, a confirmed material and forming route, a supply base that has quoted against it, and a costed development plan. That is the difference between knowing there is a problem and having a product you can sell.
2.2 Material grade
The documentation refers to both 316 and 305 stainless steel in different places. Under NHBC Standards austenitic stainless steel is required where a tie is connected to or embedded in the outer leaf of an external cavity wall in buildings above three storeys, with the higher corrosion grade reserved for aggressive environments such as coastal locations. Grade selection is therefore a cost decision as much as a compliance decision. Specifying the highest grade across the entire range would carry a cost penalty this product cannot easily absorb. The grade is set in Phase 1 against the exposure requirement and the cost, and it is confirmed rather than assumed.
2.3 Range and SKU strategy
The concept describes three tie designs across three lengths, which is nine distinct products. Each product placed on the market carries its own declared performance, its own forming setup, and its own share of the test program. Our clear preliminary recommendation is to take a single lead variant through to launch, prove it commercially, and plan the remainder of the family from the same forming route so that further variants can be added later without reworking the production setup. Phase 1 sets out that recommendation formally, with the reasoning and the cost consequence of each option, so the decision is yours to make on real numbers.
2.4 Compliance route
The intake form records a requirement for UKAS certification. UKAS is the body that accredits testing laboratories rather than a product certification route in itself, so it is worth setting out what the route actually is. For a wall tie sold in Great Britain it runs through the Construction Products Regulation: initial type testing to BS EN 845-1 at a UK Approved Laboratory using the BS EN 846 test methods, factory production control at the manufacturing site, and a Declaration of Performance issued by the party placing the product on the market, supporting a UKCA mark. The precise assessment and verification route, the test program, and the obligations that sit with you as the party placing the product on the market are all confirmed within Phase 1.
This is the part of the program that needs the clearest expectation setting, so we would rather be direct about it now. Type testing on a structural building product is a real cost, it is paid directly to the test house rather than through us, and it is likely to be the largest single line in the development budget. Phase 1 establishes what that program is and what it costs, so it can be planned and funded properly rather than met as a surprise once tooling money has already been committed.
2.5 Intellectual property
The concept is at the stage where the intellectual property position should be assessed, before tooling investment is committed. The commercial value of this product sits almost entirely in one geometric feature, so the order of events matters: the search belongs before the tooling spend rather than after it. On the record currently available to us there is no filed patent and no novelty or freedom to operate search, so we would recommend you instruct a patent attorney to carry one out. That is not work we carry out and not advice we are qualified to give, but it is the right sequence and it is inexpensive relative to what follows it.
Phase 1 includes a review of comparable ties currently on the market as engineering and commercial context. That is a different exercise from a legal search and is not a substitute for one.
Volume and Timeline Targets
The following reflects the working assumptions drawn from the enquiry thread, the intake form, and the discovery call. The figures recorded through the enquiry are inconsistent in places, and they are reconciled and validated through Phase 1.
| Site Trial Quantity | 3,000 units indicated. Treated as a site trial batch for real-world validation rather than as a production order |
| First Production Run | 60,000 units indicated |
| Annual Forecast | 100,000 units indicated, against a business plan trajectory that is materially higher by year 3 |
| Quantity Breaks to be Costed | 50,000, 100,000, 250,000 and 500,000 units |
| Target Unit Cost | To be established through the Phase 1 Indicative Quotation. The unit cost figures recorded through the enquiry are inconsistent and are reset at the Engineering Kick-off Workshop |
| Target Retail Price | GBP 95 per box of 250, per the product potential report |
| Target Market | United Kingdom, new build housing and apartment construction |
| Funding Status | Personal capital, secured |
| Timeline | As soon as possible |
Phase 1, Engineering Validation
Phase 1 is the first paid engineering engagement in the JKE Cavity Ties development program. It is the start of development rather than preparation for it. It delivers the engineering basis needed to put a costed, phase-by-phase development plan in front of you with confidence, and it resolves the questions set out in Section 2 before any money is committed to tooling or testing.
One thing worth being explicit about. The purpose of Phase 1 is not to push this product into production. It is to establish whether there is a technically and commercially viable route forward before larger commitments are made. If the work shows that the gauge tab cannot be formed at a viable cost, or cannot hold compliant embedment across a sellable range, we will tell you that plainly and set out what would need to change. Finding that out for USD 5,000 is a considerably better outcome than finding it out after tooling and test fees have been paid.
Phase 1 is delivered by the Shield Works R&D team, led by our Head of R&D, working alongside C2W sourcing, compliance, and commercial engineering resources.
Duration: approximately 6 working weeks from confirmation and receipt of the technical files. The pacing item is supplier engagement in Deliverable 5, where confirming the forming route needs real engineering responses from wire-forming factories rather than headline quotes.
Phase 1 is structured around six deliverables, each of which is real engineering or commercial work product.
Fee: USD 5,000, payable in full on project confirmation.
The Path Beyond Phase 1
Phase 1 ends with a costed, phase-by-phase development plan, delivered as the Development Roadmap in Deliverable 6. The outline below is the shape of that path, set out so you can see where Phase 1 leads before you commit to it. The firm timings and costs for each stage are produced inside the Roadmap itself, once the tab position and material are settled and the supply base has been engaged.
From Phase 1, the likely sequence is a first set of physical samples in the confirmed material and geometry, which is the point at which you can put real ties into mortar on your own sites and judge them. A site trial batch follows once the sample geometry is signed off, which is where the 3,000 unit quantity naturally sits. The compliance test program then runs against the settled design, because testing a design that is still moving wastes the test fee. Production setup and a first production run follow, sized to a viable minimum order rather than to the smallest batch technically possible.
We have deliberately not priced samples inside Phase 1. Committing to make a part before the tab position, the material grade and the lead variant are settled would risk making the wrong part, and it would commit a supplier we have not yet engaged. Samples sit at the front of Phase 2 for that reason, and they are costed in the Roadmap.
One further point on funding, because it was discussed openly on the call and it is better restated here. The capital currently set aside will not cover development, tooling, the compliance test program and a first production order together. The purpose of the Roadmap is to break that into funded stages with real numbers against each, so the program can be paced to the money available rather than stalled part way through.
5.1 Preliminary risk register
| Risk | Likelihood | Impact | Primary Mitigation |
|---|---|---|---|
| A single fixed tab position cannot serve the full range of tie lengths and cavity widths compliantly | High | High | Tab position matrix by tie length and cavity band produced in Deliverable 3 before any tooling commitment |
| The tab cannot be formed in one operation, pushing unit cost above what the market will bear | Medium | High | Formability confirmed with real wire-forming suppliers in Deliverable 3, with the cost consequence of a secondary operation quantified |
| Compliance test program cost exceeds the capital currently available | High | High | Test program and its cost established in Phase 1 and staged in the Roadmap, so it is funded rather than met as a surprise |
| The tab creates a mortar ledge or water path across the cavity | Medium | High | Assessed against the water crossing requirement in BS EN 845-1 as part of Deliverable 3, with geometry revisions where needed |
| Declared tie type is reduced by the coiled junction in the load path | Medium | Medium | Load path assessed in Deliverable 3 and confirmed by type testing against the settled geometry |
| Nine variants dilute limited capital across too many products | High | Medium | Single lead variant recommendation with the family planned from the same forming route |
| No novelty or freedom to operate position established | High | Medium | Recommendation to instruct a patent attorney before tooling spend, with comparable products reviewed in Phase 1 as commercial context |
Exclusions
The Phase 1 fee covers all six deliverables in Section 4. The activities below sit outside this engagement. Where they are needed, they are scoped and costed within the Development Roadmap, or coordinated through approved external partners. Sequencing them this way keeps unnecessary cost out of the early stages and avoids committing to tooling and testing before the fundamental questions are answered.
- Industrial design refinement or 3D CAD development work beyond the audit and redline direction.
- Full DFM execution, engineering drawing release, and supplier qualification testing.
- Physical samples, site trial batches, and physical testing.
- Tooling and forming setup costs. Tooling is customer-owned once paid, per your specification.
- Type testing and certification fees under BS EN 845-1 and the Construction Products Regulation. The pathway, the test program and its cost are established in Phase 1. The testing itself is carried out by an approved laboratory and paid directly to that laboratory.
- Patent attorney fees, novelty and freedom to operate searches, and any patent or design registration filing.
- Shipping of samples or trial batches between China and the United Kingdom.
- Packaging artwork and graphic design.
- Production unit costs for the first production run and beyond.
Note on the model once production begins: once a supplier set is confirmed and production starts, C2W and Shield Works operate as your manufacturing partner. You receive a single unit cost per tie that covers goods, quality control, supplier management, packaging, and logistics coordination. These are not billed to you as separate service fees. The Phase 1 Supplier Engineering Shortlist and Indicative Quotation exists to establish those unit costs with confidence before any production commitment is made.
Payment Terms
| Stage | Fee | Payment Trigger |
|---|---|---|
| Phase 1, Engineering Validation | USD 5,000 | Payable in full on project confirmation |
Costs for each subsequent stage are set out in the Development Roadmap and approved by you before any work on that stage begins. You will not receive a bill from us that you have not already agreed.
Safeguards and Clarifications
Why C2W and Shield Works
Shield Works combines product engineering, manufacturing engineering, and China-based execution within a single development program, integrated from the outset rather than run as separate handoffs.
Next Steps
This proposal is non-binding at this stage and is intended to give you clarity on cost, structure, and what Phase 1 will actually produce. If you are happy with the direction, let us know and we will issue the invoice and get the Engineering Kick-off Workshop scheduled.
We look forward to helping you take JKE Cavity Ties from concept to a proven, compliant, manufacturable product.
Warm regards,
Mark Jacobs
CEO, C2W Group / Shield Works
July 2026