Just a small project for a client’s requirements, finished quickly and with no comments. Custom handrails, bought-out stanchions, made to align to a existing structure and modified accordingly.
Applied NZS in stair rises and runs and created custom models and details for handrails according to stanchion provider specifications. Purlins modeled with lengths and holes as per manufacturer’s specifications and implemented in BOM (Summary Lists) for client’s ease of acquisition and assembly. The rest of the steel structure modeled and detailed without problems. Drawings… Read more: 11kV Substation
This structure is made up of a complex interlocking group of inter-changeable modules, pins and bolts for re-usability. To achieve this project, we have all hands on deck to realize the detailing for this project as per client’s and the engineer’s specifications. All coming together into a large coherent functional structure.
Detailed for a steel fabricator’s project. The steel work for a small standalone structure, top of steel is slightly off the top of concrete to house a server room as per client specifications. Approved and fabricated without issue.
An elevated switch-room for the purposes of serving as a base frame mount and access stair/platform for the client specified Portacom unit housing a switchroom complete with a mount for the air conditioning unit and lifting lug and related paraphernalia for on-site transport/assembly. Made as-per client’s engineer specifications and approval.
This is a design and detail project that fits all client’s specifications and needs showcasing our ability to produce practical and fit-for-purpose applications for both simple and complex needs.
This is our client’s project that tasked them to provide earthquake strengthening to re enable the parking complex for public use. We have modeled and drawn details for an existing structure’s measurements and adapted it into something our client and their engineers can be confident and satisfied for construction.
A standard earthquake strengthening job with slight deviations from the engineer provided documentation as per client’s on-site measurements. Modifications done on steel lengths as requested and changes to some details resulting from changes in member lengths.