The AI for carpenters

Built for carpenters.

Framing, timber, load paths, fixings, bracing.

AS 1684AS 1720AS 4100

Know the rules. Move fast.

Time traps carpenters hit every week.

Less clause hunting. Cleaner workflow. Complex rules managed without PDF scrolling or regulator phone calls.

AS 1684 table navigation is slow

Wind region, stud height, load width, roof type. Four lookups for one lintel. Give Standardsmate™ the values and get the table reference plus the answer in one shot.

Cyclonic tie-downs change site to site

Region C/D uplift requirements shift by building height, spacing, fixing type. Get the tie-down capacity cited to the clause so you buy the right hardware the first time.

Fire-rated wall build-ups take all day to scope

Stud centres, board layers, insulation, sealants. A 90/90/90 build-up is a chain of decisions. One answer covers the whole assembly with the right AS reference.

Ask like a carpenter

Real questions carpenters bring onsite.

Tap any prompt to start. Every answer cites the clause, the standard, and the state variation where it applies.

A day on the tools

Real scenarios, real clauses.

Each scenario is a real compliance question, with the clause Standardsmate™ would cite in its answer.

Stud spacing on a cottage frame

Timber-frame cottage in N3 wind region, 2.4m walls, external load-bearing. Max stud centres?

CitesAS 1684.2 Table 8.8
Lintel over a living room opening

Spanning a 4.2m opening carrying roof and ceiling only. What LVL section sizes it?

CitesAS 1684.2 Table 10.6
Uplift tie-downs in cyclonic region

Cyclonic C2 region, single storey. What tie-down capacity at every second stud?

CitesAS 1684.3 Clause 9.4