Documented steel detailing.
Built for production.

The offset plan and long elevations created many repeated members that still needed unique treatment at corners, openings and roof transitions.

The model was structured around the main bay rhythm, then resolved at the L-junction and door zones so erection drawings and fabrication marks remained easy to follow.

Long repetitive elevations amplify small grid or marking inconsistencies and make clear erection sequencing essential.

Portal frames, purlins, girts, bracing and end-wall conditions were coordinated as a single production system with repeatable member logic.

The main frame, wall openings and secondary steel had to remain clear in a relatively light structure where every local change is visually prominent.

The detailing separated primary portals from opening frames and envelope steel, keeping cleats, bracing and end-wall geometry easy to identify in fabrication drawings.

Floor framing, stairs and local equipment interfaces interrupted the regular warehouse grid and required separate detailing logic.

The primary building and internal steel were coordinated by level and zone, with stairs, supports and edge conditions resolved before drawing release.

The structure depended on consistent frame geometry and reliable repetition across every bay and end-wall condition.

Primary frames, bracing and cold-formed steel were organized around the grid so the drawing set could communicate erection order without unnecessary complexity.

The narrow plan concentrated the stair, floor beams and wall steel into limited space while the building extended for 64 meters.

Longitudinal framing was kept repetitive and the mezzanine zone was detailed separately, allowing the stair and floor interfaces to be resolved without disturbing the main building rhythm.

The footprint changed direction across connected bays, creating junctions between roof lines, wall frames and bracing systems.

Each roof zone was modeled as a clear structural module, then coordinated at the shared valley, opening and transition lines before fabrication release.

Repeated portal frames changed between buildings, so shared grid logic had to coexist with separate roof and wall conditions.

The model used a common reference system while retaining distinct numbering and release zones for each building, keeping coordination and fabrication tracking aligned.

Dense vertical bracing, platforms, stairs and surrounding low-rise buildings created many interfaces across different structural scales.

The model was organized by building and elevation, with the machine tower treated as a vertical coordination spine linking platforms, bracing and access steel to the surrounding factory zones.

Runway alignment and bracket elevations had to remain consistent through the column lines while bracing, stairs, platforms and roof steel converged around the same bays.

The Tekla model coordinated crane-runway levels, column brackets, heavy girder connections, access steel, primary frames and secondary members as one fabrication-ready system.

Crane reactions and runway alignment concentrated heavy connection demands at columns while wall and roof framing continued around the same nodes.

Runway levels, brackets, column splices and surrounding secondary steel were resolved as a linked system so crane geometry remained consistent across the building.

The mezzanine introduced a second structural grid below the portal frame, with stairs and landings connecting the working levels.

Roof, floor and access steel were coordinated as separate but connected systems, allowing member marks and drawing packages to remain readable at each level.

The stepped roof geometry and alternating support conditions created local variations inside an otherwise repetitive frame.

The two buildings were separated into clear frame families, with roof steps, eaves and bracing conditions detailed as deliberate exceptions.

Small tonnage left little room for unclear member logic because the stepped bay changed several otherwise repeated frames.

Main and side-bay framing were modeled as related but distinct assemblies so the transition remained obvious in erection and shop drawings.

The asymmetric footprint required repeatable internal frames to meet non-typical edge bays and roof-transition conditions.

The model established clear portal-frame families, then resolved roof breaks, bracing lines and perimeter conditions as controlled exceptions.

The barrel profile depended on consistent curved-frame geometry and controlled alignment between every bay.

Curved rafters were organized into repeatable assemblies, with end frames and longitudinal bracing coordinated around the same profile.

Changing grid directions created non-typical rafters and connection conditions at the building transitions.

Regular bays were grouped into frame families while the offset junctions and end conditions received dedicated assemblies.

Large roof areas and repeated bays had to remain consistent while accommodating multiple openings and local support zones.

The model used a controlled bay rhythm, with roof penetrations and local framing treated as traceable deviations from the typical system.

Long elevations required consistent frame geometry, bracing locations and end-wall member logic.

Primary portals and secondary steel were organized as repeatable families, with braced and end bays clearly identified.

The broad plan needed efficient member repetition without losing clarity at corners and wall openings.

Typical frames were standardized across the plan while corner, bracing and opening conditions were isolated in the drawing logic.

A long sequence of curved frames required tight control of profile, bay spacing and longitudinal alignment.

Rafter geometry was standardized into repeatable assemblies, with braced bays, splices and end frames treated as planned exceptions.

Shared columns and roof-transition lines linked several otherwise regular building zones.

Each shed was modeled as a clear framing module, then coordinated at shared supports, valleys and perimeter transitions.

Frame spacing and roof slopes changed at the plan turns, creating non-typical rafters and perimeter conditions.

The model separated each bay family, then resolved their junctions, edge beams and bracing as dedicated assemblies.

The long footprint made consistent bay geometry, marking and bracing placement essential for fabrication control.

Typical portal assemblies were repeated through the main length, with braced, end and opening bays clearly isolated.

The wide footprint required consistent interior columns, roof lines and bracing across several parallel spans.

Parallel frame lines were standardized, with shared supports, braced bays and perimeter changes managed as distinct production zones.

Differing eave heights and the opening interrupted the regular portal-frame system.

The high and low bays were treated as related frame families, with their transition and opening steel separately coordinated.

The 12-meter height and stepped building profile created different column, girt and roof-framing conditions across a narrow plan.

High and low zones were modeled as coordinated frame systems, with shared columns and roof transitions resolved before release.

The small footprint placed roof, wall and bracing connections close together at every corner.

Primary frames and secondary steel were kept as simple repeatable assemblies with clear end-wall conditions.

The shallow height and long footprint required efficient framing while retaining clearance and consistent roof drainage geometry.

Typical bays were standardized along the length, with the service projection and end conditions detailed independently.

The regular bay rhythm changed at doors, end frames and roof edges while the full 62-meter hall still had to read as one system.

Portal families controlled the main run, with exceptions isolated at openings and envelope interfaces for easier fabrication review.

The wide plan multiplied repeated members and connection families across several simultaneous framing grids.

The model was separated into clear release zones while shared portal, bracing and secondary-steel rules remained consistent across the building.

The long agricultural building amplified small frame, purlin and bracing variations across a highly repetitive enclosure.

Standard truss and bay families controlled the main run, while end frames, bracing and equipment-related exceptions were documented separately.

Without a shared 3D production model, coordination depended on disciplined grids, sections, references and drawing updates.

The package maintained a consistent 2D drawing system from layout through member, assembly and interface details.

Floor grids at approximately 4.75, 8.55, 12.35 and 16.15 meters had to align vertically while accommodating openings and stair circulation.

The structure was detailed level by level, then checked through the full height so columns, floor beams, bracing and access steel remained coordinated between releases.

Concrete walls, irregular floor boundaries and stairs constrained the steel grid and generated many local connection conditions.

The Tekla model was coordinated by architectural level, separating typical floor framing from the steel that wrapped cores, stairs and curved edges.

The compact footprint placed multiple stair flights, landings and beam-column joints in a dense central zone.

Levels were organized as repeatable floor packages while the stair core was detailed as a continuous vertical assembly through the building.

A dense beam grid, frequent openings and changing support conditions had to fit the hospital layout without losing floor continuity.

The mezzanine was divided into clear framing zones, with deck-support beams, edge members, openings and column connections coordinated as traceable assemblies.

Floor beams, stair landings and surrounding building columns competed for space in a compact interface zone.

The platform and stair were coordinated as connected assemblies, with support levels and edge conditions resolved before release.

Vertical continuity, changing floor grids and numerous local support zones had to remain coordinated through the full 22-meter height.

The model was structured by level and release zone, then checked vertically so columns, bracing and floor interfaces remained traceable.

The visual roof curve and column geometry had to remain symmetrical while the secondary steel and edge framing followed the canopy form.

Primary curved rafters, tapered columns, bracing and fascia supports were modeled as coordinated families to keep shop geometry and erection points consistent.

A small number of supports carried a visually sensitive roof form with changing rafter depths and perimeter framing.

The roof was broken into clear primary and secondary assemblies, keeping the changing slopes and fascia support points consistent across the canopy.

Edge beams, cantilevers and roof members needed to stay balanced around a limited support arrangement.

Primary beams and roof secondary steel were coordinated from the support lines outward, with end cantilevers and perimeter members treated as controlled assemblies.

The long elevation required every cantilever, column and purlin line to remain consistent while allowing for end conditions and erection sequence.

A repeatable bay assembly was established and carried along the canopy, with splices and end bays isolated in the drawing set.

Roof steps and end transitions interrupted a repetitive run of beams and columns along the 48-meter length.

Typical canopy bays were retained as repeatable units, with every level change and perimeter transition detailed separately.

The roof had to maintain a continuous perimeter while changing direction around corners and bridging several support conditions.

Straight and curved edge zones were organized into coordinated assemblies, with corner trusses and central-opening interfaces checked together.

Cantilevered edges and unequal support conditions had to remain balanced within a very light steel package.

Primary edge beams, roof joists and support brackets were coordinated outward from the fixed support line.

The projection concentrated forces at a small number of beam-to-support connections while preserving an open loading edge.

Cantilever beams, rear connections and roof secondary steel were coordinated as repeatable support assemblies.

Small geometric errors would break the visible symmetry and complicate the ring-to-arm connections.

Standard radial families and controlled hub geometry kept both canopies visually consistent and fabrication-ready.

The visible perimeter changed continuously, so repeated framing could not be applied without controlled local variation.

Segmented edge beams defined the architectural outline while each roof member was coordinated to a consistent support logic.

Regular canopy bays had to transition cleanly through the ramp turn without reducing vehicle clearance.

Straight modular zones were joined by dedicated corner framing, with support elevations controlled from the ramp geometry.

The open parking edge required a regular roof line while keeping columns away from vehicle circulation.

Repeated cantilever frames and common secondary-steel spacing created a clear seven-ton fabrication package.

Multiple pipe routes, offsets and support elevations had to fit a constrained wall zone without interfering with the main structure.

Each support was treated as a coordinated local assembly, with brackets, frames and attachment points aligned to the pipe geometry and host steel.

The platform concentrated floor openings, ladder clearance and handrail continuity into a small structure supported on four tall columns.

Platform beams, grating supports, ladder and handrails were coordinated as one access assembly, with member breaks planned around fabrication and installation.

A very small footprint carried repeated bracing and access components through a large height, making splice, ladder and platform alignment critical.

The tower was divided vertically into controlled modules, with repeated ladder and brace details checked through every splice and platform level.

The long narrow assembly required transportable splice positions and accurate end interfaces at both supports.

The bridge was detailed as modular truss panels with coordinated chords, diagonals, end bearings and connection zones.

The slender structure concentrated end connections, ladder clearance and handrail continuity into a compact package.

Walkway trusses, floor framing, ladder and rails were coordinated as one transportable access assembly.

Access clearance, edge protection and support reactions had to fit within a small and information-dense footprint.

Platform framing, stair, rails and local openings were coordinated as connected fabrication assemblies.

Several access levels had to fit into a small footprint while keeping stair runs and working clearances usable.

Level-based platform modules kept columns, floor beams, stairs and handrails coordinated through every elevation change.

Similar access units needed different support conditions without losing common fabrication details.

Shared platform and stair families were adapted only at their host interfaces, keeping the four-ton package easy to review and fabricate.

Access interruptions and local equipment zones had to fit within a narrow service structure without fragmenting fabrication.

Modular deck bays established the main run while openings and stair landings were isolated as controlled special assemblies.

The retrofit had to connect to verified host conditions without obstructing equipment, circulation or installation access.

The thirteen-ton package isolated support steel, platforms and interfaces so each site connection could be coordinated and installed in sequence.

Curved truss lines, perimeter reactions and repeated radial members had to remain symmetrical across the full dome.

The Tekla model organized the dome into repeatable truss families, controlled node geometry and clearly separated perimeter supports.

The small steel tonnage still required precise arch profiles and reliable support points for the membrane surface.

Arch segments, tie members and mast connections were coordinated as compact assemblies with matching geometry at repeated frames.

A long repetitive structure magnified any variation in frame profile, spacing or end-bay geometry.

Typical frames were standardized, while braced bays, membrane edges and end conditions were isolated as controlled exceptions.

Multiple truss planes, screen-support zones and changing sightlines had to converge without compromising the intended visual impact.

The model controlled each truss plane and screen frame separately, then coordinated shared nodes, supports and concealed interface steel.

Rib spacing, offsets and attachment points had to remain consistent around the full height without creating a visible faceted result.

The casing was divided into repeatable rings and vertical rails, with local brackets coordinated back to the primary column and finish zones.

Openings and changing wall lines created many short members whose support and panel interfaces had to remain legible.

The enclosure was organized by elevation and panel line so rails, edge frames and host attachments could be checked as one coordinated system.

The irregular profile had to connect back to real host points while keeping the exposed truss visually controlled.

The five-ton frame was divided into segmented truss panels with explicit attachment nodes and installation interfaces.

The 35-meter-wide entrance had to remain open for vehicles while the gateway transferred its loads through a limited number of inclined support frames.

The model organized repeated side-truss panels, transverse roof members, bracing and end-support assemblies into controlled release packages.

Visible roof geometry, skylight openings and galvanizing constraints had to work with practical member sizes and connection access.

Shop drawings clarified roof edges, openings, secondary steel and connection details around a galvanizing-ready fabrication sequence.

The rounded architectural form, visitor circulation and fast temporary installation had to work inside a small fifteen-ton structure.

Curved ribs and supporting frames were organized as repeatable assemblies, with the completed pavilion documented in its dedicated project video.

The steel had to support the visible concept without interrupting display zones, finishes or circulation.

The booth was converted into a controlled kit of repeatable frames and concealed connections, supported by its finished-project video.

Sharp architectural changes, circulation and temporary assembly requirements had to remain compatible in a compact footprint.

Repeatable frame families and controlled special nodes translated the pavilion into a twenty-ton erection sequence, documented with finished-project video.

Each stair had to meet common rise and tread requirements while adapting to different landings and concrete edges.

Stringers, tread supports, landings and interface brackets were standardized where possible and adjusted only at their host conditions.

Flights and landings had to align through the full height while the independent support frame controlled lateral stability.

The tower was organized by landing level, with repeated stringer assemblies tied into a coordinated braced support frame.

The platform projection, stair landing and host-wall connection had to fit within a compact operational area.

Platform beams, support posts and stair components were detailed as a single coordinated access assembly.

The extended run had to maintain consistent elevations while clearing the host wall and intermediate obstructions.

Flights and landings were coordinated to common datum levels, with wall and floor supports detailed as separate interface families.

The open frame needed to coordinate stair clearance, platform beams and the tall columns continuing above the working level.

Columns, platform framing and stair assemblies were aligned to one level system with explicit landing and support connections.

Every flight and landing had to align with different floor edges while maintaining one continuous circulation path.

The stair was detailed as repeated level modules, with landing supports and building interfaces coordinated at each elevation.

Changing directions, elevations and support locations created many interfaces across an extended access route.

Each flight and landing was treated as a controlled module, then coordinated through shared columns and end supports.

Stacked flights and handrails had to remain aligned while every landing connected to a different operational level.

Repeated stair modules were controlled around a common tower grid, with landing and host interfaces checked level by level.

The platform had to remain stable and accessible while keeping its supports clear of the working zone below.

The stair, platform and bracing were modeled as coordinated assemblies with explicit base and guardrail interfaces.

The extended stringers and landing supports had to control deflection while keeping the route clear beneath.

Stringer splices, landing beams and support posts were separated into simple installation modules.

The stair had to align with the host opening and ground conditions while minimizing new support steel.

The landing and upper interface were coordinated to the wall, with independent posts controlling the lower flight and clearance.

Changing stringer curvature and tread orientation made consistent riser geometry and support placement critical.

The stair path was controlled from a clean centerline, then translated into segmented stringers, treads and simple support posts.

Each route used different levels and supports, but riser geometry, rail continuity and fabrication logic still had to remain controlled.

The collection demonstrates repeatable stair assemblies adapted through explicit landings, host connections and support modules.