Laying out, anchoring and tensioning a CR Fence & Rail cable system — top mount and side mount, on wood and on concrete, level runs and stairs. Cable behaves differently from a picket guard in almost every step, so read this rather than adapting the guard rail guide.
What we can and cannot tell youCR Fence & Rail does not hold an ICC-ES evaluation report or an Intertek code compliance research report for this system. Everything below describes what the code requires and how our parts are designed and dimensioned to meet it. It is not a third-party rating and we will not present it as one. Your building official has the final say.
The four numbers that govern every cable jobWith a picket guard rail, each bay is a rigid factory-made panel and the posts land wherever the panels end. Cable is the opposite. The cable runs continuously from one terminal post, through every post in between, to the terminal at the far end. An intermediate post is not a termination — it is a support, and a support can go anywhere you like.
| Picket guard rail | Cable railing | |
|---|---|---|
| Infill | Rigid panel, picket spacing fixed at the factory | Continuous cable, spacing set by the post holes |
| Dividing a run | Full panels, cut the last one | Divide equally |
| Max post spacing | 6 ft | 4 ft |
| What sets that maximum | Top rail bending | Cable sag against the 4 in sphere |
| Intermediate post | Panel joint | Cable support — place it where you like |
| Run length limit | None | 50 ft straight |
A tensioned cable is not rigid. Push on it between two supports and it deflects — and the code does not ask how strong it is, it asks whether a 4 in sphere can pass through. That is what caps the span. Industry testing of a 316 stainless cable at 3⅛ in spacing and 225 lb tension puts the maximum unsupported cable span at 48 in, and that is where our number comes from.
The practical consequence: widening a bay defeats the sphere rule long before anything bends. If you cannot make 4 ft work, add a post. Do not stretch the bay.
| Requirement | Level | Stairs | Clause |
|---|---|---|---|
| Guard height — from the walking surface; on stairs from the nosing line | 36 in min | 34 in min | IRC R312.1.2 + exc. 1 |
| Where the guard top is also the handrail | — | 34–38 in | IRC R312.1.2 exc. 2 |
| Commercial / IBC | 42 in min | 42 in | IBC 1015.3 |
| Opening — measured against the cable under load, not at rest | 4 in | 4⅜ in | IRC R312.1.3 + exc. 2 |
| Triangular opening at riser, tread and bottom rail | — | 6 in | IRC R312.1.3 exc. 1 |
| Concentrated load, any direction | 200 lb | 200 lb | IRC R301.5 · IBC 1607.9.1.1 |
| Infill load on one square foot | 50 lb | 50 lb | IBC 1607.9.1.2 |
The sphere test on a cable system is a loaded test, not a resting one. An inspector will push the cables apart. That is the correct test, and it is why post spacing and cable tension both matter — they are the two things that decide how far the cables move when someone leans on them.
| Run | ÷ 4 | Line posts | Terminals | Total posts | Bays | Each bay |
|---|---|---|---|---|---|---|
| 12 ft | 3.0 | 2 | 2 | 4 | 3 | 4.00 ft |
| 16 ft | 4.0 | 3 | 2 | 5 | 4 | 4.00 ft |
| 20 ft | 5.0 | 4 | 2 | 6 | 5 | 4.00 ft |
| 22 ft | 5.5 | 5 | 2 | 7 | 6 | 3.67 ft |
| 30 ft | 7.5 | 7 | 2 | 9 | 8 | 3.75 ft |
Equal bays are not a code requirement — they are what the arithmetic gives you, and they look better. Unequal bays are perfectly acceptable as long as no single bay exceeds 4 ft. The maximum is per bay, not an average across the run. If an obstruction forces one short bay and one long one, the short one is fine and the long one must still be under 4 ft.
Run-length ceilings — a separate limit, and it is not about spacingFriction through the intermediate posts caps how long one continuous cable can be, no matter how the posts are spaced:
Exceed these and you cannot get even tension along the run — the far end stays slack however hard you pull at the near end.
Where a run turns, you have a choice. A double corner post lets the cable run continuously around the corner without terminating, which is cheaper and keeps the run as one tensioned system. Terminating at the corner is also valid but turns one run into two, each needing its own terminals and tensioners.
Every cable in the run pulls on the terminal post at once, and they all pull the same way. Ten cables at 225 lb each is 2,250 lb of steady horizontal load on a 36 in guard — and about 2,700 lb on a 42 in guard, which carries twelve cables.
That load is permanent. It is there on a calm day with nobody touching the railing. A line post never sees it — the cable simply passes through. This is why terminal posts, their anchors and their blocking are specified differently, and why you must not substitute a line post at the end of a run.
Line post holes should be deburred or fitted with the supplied grommets. A raw drilled edge abrades the cable every time it moves, and it also cuts the coating at the one place water sits.
The anchoring schedule is the same as for our guard rail, with the spacing changed and one addition for terminals.
| Dimension | Metric | Imperial |
|---|---|---|
| Plate size | 115 × 115 mm | 4.53 in |
| Plate thickness | 10 mm | 0.394 in |
| Holes | 4 × Ø11 mm | for 3/8 in bolts |
| Hole spacing, centre to centre | 82.55 mm | 3.25 in |
| Edge distance | 15.875 mm | 5/8 in |
| Substrate | Schedule |
|---|---|
| Wood, top mount | 4 × 3/8 in through-bolts where both faces are reachable; otherwise 4 × 3/8 in structural lags with 80 mm minimum thread penetration into solid lumber (112 mm commercial). Decking and composite thickness do not count. Solid blocking under every post, minimum 2-ply, screwed to adjacent joists. |
| Wood, side mount | 4 × 3/8 in through-bolts with nut, washer and a 50 mm diameter washer on the back face. Do not lag a side mount — see the warning below. Blocking mandatory. |
| Concrete | 4 × 3/8 in wedge anchors, 3.5 in minimum embedment, concrete ≥ 3,000 psi, slab edge depth ≥ 200 mm, anchors ≥ 64 mm from top and bottom faces. Adhesive anchors equivalent at the same embedment. On CoastLine (aluminium): stainless anchors PLUS the supplied isolating washers — aluminium against stainless in salt air is a galvanic cell, and the isolators are what prevent it. |
| Hollow block | Not permitted without project-specific engineering. |
| Steel | By the project engineer. |
A side-mounted post's top fastener is loaded in withdrawal — pulled straight out — the weakest way to load a fastener. A 3/8 in lag at 3 in penetration in common framing is worth about 729 lb against roughly 2,400 lb of demand. That is a 3.3× shortfall. On a cable terminal post, which also carries the permanent cable tension, it is worse still.
Two derates for side mountBlocking behind a terminal post is not the same job as blocking behind a line post. The terminal carries a permanent 2,250 lb pull toward the middle of the run, in addition to the code load. Block generously and tie the blocking into more than one joist.
All posts anchored. Top rail on and fixed. Every fitting in place. Only then tension.
Tensioning an incomplete frame will deflect the posts beyond allowable limits — and because the load is steady, they do not spring back. You will have bent the guard before you have finished building it. This is the single most common way a cable install is ruined.
Tensioning from one end of the stack to the other twists the posts progressively and leaves the frame racked. Alternating from the centre keeps the load on each post balanced at every stage.
Once tensioned, push the cables apart at the middle of the longest bay and try to pass a 4 in sphere. If it passes, either tension is low or the bay is too wide — and the fix for a wide bay is another post, never more tension. Over-tensioning to close a gap loads the terminal posts beyond what they were anchored for.
About mid-span cable stabilisersA stabiliser holds cable spacing at mid-bay. It is not a structural component and it is not a substitute for a post — it is bolted to the cables, not to the structure, so it does nothing for the top rail or the frame. Our systems are designed at 4 ft post spacing and do not require one. If anyone offers you a stabiliser as a way to stretch a bay past its rated span, the frame still has to be rated for that span without it.
Run your tape parallel to the angle of the stairs, nosing to nosing. Do not measure horizontally. If you set posts at the horizontal spacing, the sloped distance between them exceeds 4 ft and your cables sag past the sphere limit.
At a typical 7 in rise and 11 in run the slope is about 13 in per tread, so 4 ft along the slope is a little under four treads. Expect a post roughly every three to four steps. That is normal for cable on a stair and every maker in this category is in the same range.
Railing specifications & documentation — the hub, with every page in this set.
Specifications by line: EdgeLine · ProGuard · CoastLine
Guides: Guard rail installation · Cable railing installation · Engineering & code compliance
Full product specifications · All instruction guides
Questions an installer or an inspector needs answered that these pages do not cover? Contact us — we would rather answer it than have you guess.