The terrain model contains the actual heights of the terrain, enabling the reading of contours and characteristic height points. Possibility to analyze the slope of the terrain and slope for the safety of the construction works.

The terrain model contains the actual heights of the terrain, enabling the reading of contours and characteristic height points. Possibility to analyze the slope of the terrain and slope for the safety of the construction works.

The model extended to include the terrain stratification (geology) enabling the analysis of the foundation of objects and water conditions. Possibility of analyzing the impact of terrain layering on the safety of construction works.

The terrain model contains the actual heights of the terrain, enabling the reading of contours and characteristic height points. Possibility to analyze the slope of the terrain and slope for the safety of the construction works.

The terrain model contains the actual heights of the terrain, enabling the reading of contours and characteristic height points. Possibility to analyze the slope of the terrain and slope for the safety of the construction works.

The model extended to include the terrain stratification (geology) enabling the analysis of the foundation of objects and water conditions. Possibility of analyzing the impact of terrain layering on the safety of construction works.

Division of the area into surfaces, taking into account the function performed into parking zones, communication, green areas, etc.

Surface elements modeled taking into account the category of use. Division into individual layers is not planned and modeling of curbs, edges and linear drainage is not taken into account.

Surface elements modeled taking into account the category of use, divided into construction layers, taking into account curbs, edges and linear drainage. The surfaces have designed slopes.

Surface elements modeled taking into account the category of use, divided into construction layers, taking into account curbs, edges and linear drainage. The surfaces have designed slopes and, additionally, individual layers have functional and strength parameters.

Surface elements modeled taking into account the category of use, divided into construction layers, taking into account curbs, edges and linear drainage. The surfaces have designed slopes and, in addition, individual layers have functional and strength parameters, and additionally, the elements have information about the characteristics of the built-in materials and test results, e.g. soil compaction test.

The main elements of the land utilities network are modeled, concerning the routing of cables and the location of utilities. Their location and dimensions are shown in the plan based on the basic design assumptions.

All elements of the utilities network are presented in the entire scope of the project, along with all fittings and all fittings (elbows, diameter changes, tees, etc.) are modeled as objects with simplified geometry. Their location is shown on the plan based on detailed design assumptions - exact dimensions and ordinate of guidance.

All elements of the utilities network are presented in the entire scope of the project, along with all fittings and all fittings (elbows, diameter changes, tees, etc.) are modeled as objects of medium detail. Their location is shown on the plan based on detailed design assumptions - exact dimensions and ordinate of guidance.

All elements of the utilities network are presented in the entire scope of the project, along with all fittings and all fittings (elbows, diameter changes, tees, etc.) are modeled as objects of medium detail. Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate of guidance and additionally modeled elements have fasteners for foundation / suspension, assembly and disassembly as well as ballast, backfill and backfill.

All elements of the utilities network are presented in the entire scope of the project, along with all fittings and all fittings (elbows, diameter changes, tees, etc.) are modeled as objects of medium detail. Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate of guidance and additionally modeled elements have fasteners for foundation / suspension as well as assembly and disassembly as well as ballast, backfill and backfill, and additionally it is possible to generate projections and technical drawings with the division of installation cables along with the equipment for prefabricated network fragments as agreed by GW - the producer, together with the assembly substructure.

The modeled elements are represented by simplified geometry representing the outline of the object. Their location is shown in the plan based on the basic design assumptions.

Modeled elements are presented by simplified solids. Their location is shown based on the initial design assumptions - approximate dimensions showing the space occupied in the design.

Modeled elements are represented by complex solids. Their location is shown based on exact design assumptions - dimensions provided by the manufacturer. In the facility, there is a distinction between individual materials from which a given object was made.

The modeled elements are presented by means of complex solids that accurately reflect the geometry of all component elements. Their location is shown based on precise design assumptions - detailed dimensions given by the manufacturer. In the facility, there is a distinction between individual materials from which a given object was made.

The modeled elements are presented by means of complex solids that accurately reflect the geometry of all component elements. Their location is shown based on precise design assumptions - detailed dimensions given by the manufacturer. In the facility, there is a distinction between individual materials from which a given object was made.

The model reflects the general assumptions of the type of superstructure. The model includes a simplified geometry of the ceilings in line with the planned area of the storey, ramps and landings. Slabs and ramps can be modeled with single solid bodies. The lack of beams and girders combined with the floor is permissible.

Structures modeled with an appropriate outline and thickness as single objects. It is allowed to use multi-layer objects. Beams and bearing girders modeled as separate elements with defined profiles and sections. The hollow-core slabs and structural elements of multi-ribbed ceilings may be modeled as one of the layers in a multi-layer element. Declines in the geometry and position of elements and dilatations are shown in a simplified way. The location and geometry of the elements are in line with the architectural assumptions and the nature of the planned project.

Structures modeled with an appropriate outline and thickness using at least three objects (they may be multi-layered) separately representing: the structural (load-bearing) core, architectural layers above the structural core, and architectural layers below the structural core. Declines and dilatations are reflected in the geometry and position of the elements. Elements such as: strips, plinths, hole flashings, insulation of the corners, symbolically modeled, enabling take-off and costing. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements.

Structures modeled with an appropriate outline and thickness using at least three objects (they may be multi-layered) separately representing: the structural (load-bearing) core, architectural layers above the structural core, and architectural layers below the structural core. Declines and dilatations are reflected in the geometry and position of the elements. Elements such as: strips, plinths, hole flashings, insulation of corners, symbolically modeled, allowing for take-off and cost estimation. The location and geometry of the elements are consistent with their actual location, taking into account the interaction with other structural, architectural and installations elements, and additionally, each layer is mapped with a separate element that carries its own, precise set of information. Membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as elements with a thickness of not less than 1 mm. Hollow-core slabs and structural elements of rib-and-slab ceilings modeled as collective bodies with a low level of detail. The model includes key joints, finishes and decorations. Elements such as: strips, plinths, hole flashings, insulation of corners, modeled in a simplified manner.

Structures modeled with an appropriate outline and thickness using at least three objects (they may be multi-layered) separately representing: the structural (load-bearing) core, architectural layers above the structural core, and architectural layers below the structural core. Declines and dilatations are reflected in the geometry and position of the elements. Elements such as: strips, plinths, hole flashings, insulation of corners, symbolically modeled, allowing for take-off and cost estimation. The location and geometry of the elements are consistent with their actual location, taking into account the interaction with other structural, architectural and installations elements, and additionally, each layer is mapped with a separate element that carries its own, precise set of information. Membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as elements with a thickness of not less than 1 mm. Hollow-core slabs and structural elements of rib-and-slab ceilings modeled as collective bodies with a low level of detail. The model includes key joints, finishes and decorations. Elements such as: strips, plinths, hole flashings, insulation of corners, modeled in a simplified way, with the difference that the model includes all connections, finishes and decorations. Elements such as: strips, plinths, hole flashings, insulation of corners, modeled in detail. The structure and colors of the last finishing layer are reflected in the model. In the load-bearing layer, the hollow-core slabs and structural elements of rib-and-slab ceilings are modeled in a high level of detail. The model includes a complete set of reinforcement.

The model reflects the general assumptions of the type of superstructure. The model includes a simplified geometry of load-bearing and partition walls in accordance with the planned arrangement of rooms. The walls have a specific thickness and information about whether they are structural (load-bearing).

All walls are modeled in appropriate thickness, height and width as single objects. The location and geometry of the elements comply with the architectural and construction assumptions and the nature of the planned project. It is allowed to use single elements for multi-layer walls. Dilation shown in a simplified manner.

All walls are modeled with the appropriate thickness, height and width using a minimum of three objects (they can be multi-layer) representing: the structural (load-bearing) core, architectural layers on the inside of the structural core, architectural layers on the outside of the structural core. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The dilatations are accurately reflected in the geometry of the elements. Multilayer walls measured in one position, made in one process line (e.g. walls made of plasterboards) can be modeled without breaking into the core and cladding.

All walls are modeled with the appropriate thickness, height and width using at least three objects (they can be multi-layered) representing: the structural (load-bearing) core, architectural layers on the inside of the structural core, architectural layers on the outside of the structural core. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The dilatations are precisely reflected in the geometry of the elements. Multilayer walls measured in one position, made in one process (e.g. plasterboard walls) can be modeled without breaking into the core and cladding, in addition, membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as thickness not less than 1 mm. Prefabricated structural elements modeled as collective solids with a low level of detail. The lintels of masonry walls are modeled in the form of beams of medium detail. The model includes key joints, finishes and decorations. Finishing elements such as strips, plinths, holes flashings, grooves, finishing of frames (lining) symbolically modeled, allowing for take-off and costing.

All walls are modeled with the appropriate thickness, height and width using at least three objects (they can be multi-layered) representing: the structural (load-bearing) core, architectural layers on the inside of the structural core, architectural layers on the outside of the structural core. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The dilatations are precisely reflected in the geometry of the elements. Multilayer walls measured in one position, made in one process (e.g. plasterboard walls) can be modeled without breaking into the core and cladding, in addition, membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as thickness not less than 1 mm. Prefabricated structural elements modeled as collective solids with a low level of detail. The lintels of masonry walls are modeled in the form of beams of medium detail. The model includes key joints, finishes and decorations. Finishing elements such as strips, plinths, hole flashings, grooves, finishing of frames (linings) symbolically modeled, allowing for billing and costing, with the difference that the model includes all connections, finishes and decorations. Elements such as: laths, plinths, hole flashings, grooves, modeled in detail. A load-bearing framework is modeled separately for frame walls. The structure and colors of the last finishing layer are reflected in the model. In the load-bearing layer, the prefabricated structural elements are modeled to a high level of detail. The model includes a complete set of reinforcement.

The model contains schematic solid elements of windows and doors without distinguishing as to the type or material.

Objects approximate in location, size, number, and type. They are modeled as simple frame solids and / or glazing. The location and geometry of the elements are consistent with the architectural assumptions and the nature of the planned project. The elements have a symbol for the direction of opening and / or tilting (in LOD2 and higher). Frame profiles modeled to the minimum level of detail

All windows and doors are modeled to the planned height and width. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. Frame profiles, sills and thresholds modeled in low / medium level of detail.

All windows and doors are modeled to the planned height and width. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model should include glazing, frame profiles, muntins, thresholds, window sills, trim and frame finishes in a high level of detail. Handles, locks, fittings and roller shutter cassettes in a medium level of detail.

All windows and doors are modeled to the planned height and width. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model should include glazing, frame profiles, muntins, thresholds, window sills, trim and frame finishes in a high level of detail. Handles, locks, fittings and roller shutter cassettes in a medium level of detail, with the difference that the model includes all finishes, moldings, decorations, fittings and fasteners in a high level of detail. The structure and color of the finishing materials are exactly reflected in the model.

Lifts and escalators are built only of solid objects symbolizing their geometry in a simplified way.

Objects are modeled as simple monolithic solids with one common dimension for all element instances. There is a distinction by type. Location and dimensions in accordance with the architectural assumptions. The connections are not modeled.

Main structural elements and substructures modeled in medium detail. Barriers and balustrades in a simplified form. Location and dimensions of elements in accordance with their actual location, taking into account interaction with other structural and architectural elements and installations. The model contains the main connection elements.

Structural elements, substructures, railings and balustrades modeled in high detail. The model includes all relevant connection elements. Location and dimensions of elements in accordance with their actual location, taking into account interaction with other structural and architectural elements and installations. The model includes electrical connections. The model contains most of the undeveloped mechanisms (e.g. ropes, counterweights, rails) at a medium level of detail.

Structural elements, substructures, railings and balustrades modeled in high detail. The model includes all relevant connection elements. Location and dimensions of elements in accordance with their actual location, taking into account interaction with other structural and architectural elements and installations. The model includes electrical connections. The model contains most of the undeveloped mechanisms (e.g. ropes, counterweights, rails) in a medium level of detail, plus finishing and decorative elements. The structure and colors of the last finishing layer reflected in the model.

The model contains schematic solid elements of curtain walls and skylights without distinguishing by type or material.

Objects approximate in location, size, number, and type. They are modeled as simple frame solids and / or glazing. The location and dimensions of the elements are in line with the architectural assumptions. Frame profiles, glazing and thresholds modeled in a low level of detail. The elements have a symbol for the direction of opening and / or tilting.

Objects modeled with the planned height, width and thickness. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model should contain glazing, frame profiles and thresholds in a medium level of detail. There is a distinction between the thickness of the glazing and the frame profiles. Finishing elements such as handles, fittings, masking frames or finishing strips, symbolically modeled, enabling the take-off and costing.

Objects modeled with the planned height, width and thickness. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model should contain glazing, frame profiles and thresholds in a medium level of detail. There is a distinction between the thickness of the glazing and the frame profiles. Finishing elements such as handles, fittings, masking frames or finishing strips modeled in a symbolic way that allows take-off and costing, with the difference that the model should contain glazing, frame profiles and thresholds in a high level of detail. Finishing elements such as handles, fittings, masking frames or finishing strips are modeled in an average level of detail.

Objects modeled with the planned height, width and thickness. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model should contain glazing, frame profiles and thresholds in a medium level of detail. There is a distinction between the thickness of the glazing and the frame profiles. Finishing elements, such as handles, fittings, masking frames or finishing strips, symbolically modeled, enabling the take-off and costing, with the difference that the model should contain glazing, frame profiles and thresholds in a high level of detail. Finishing elements such as handles, fittings, grilles or finishing strips are modeled in a medium level of detail, with the difference that the model includes all finishes, strips, decorations, fittings, connectors and blinds in a high level of detail. The structure and color of the finishing materials are exactly reflected in the model.

Suspended ceilings are modeled as solid objects symbolizing their geometry in a simplified way.

All suspended ceilings are modeled with the appropriate outline and thickness as single objects. The model does not have to be divided into different types of ceilings. The location and geometry of the elements are consistent with the architectural assumptions and the nature of the planned project.

All suspended ceilings are modeled with the appropriate outline and thickness as single objects. It is allowed to use multi-layer objects. The model is divided into different types of ceilings. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements.

All suspended ceilings are modeled with the appropriate outline and thickness. Elements such as: strips, masking frames or holes flashings, modeled in a simplified way. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. Slings and grate reflected in a low level of detail. The division into separate types and colors of the finish preserved (e.g. color composition of cassettes). The model includes key joints, finishes and decorations.

All suspended ceilings are modeled with the appropriate outline and thickness. Elements such as: strips, masking frames or holes flashings, modeled in a simplified way. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. Slings and grate reflected in a low level of detail. The division into separate types and colors of the finish preserved (e.g. color composition of cassettes). The model contains the key joints, finishes and decorations, except that the model includes all the connections, finishes and decorations. Elements such as: strips, masking frames or hole flashings, modeled in detail. The structure and colors of the last finishing layer are accurately reflected in the model.

Objects are modeled as simple monolithic solids with one common dimension for all element instances.

Objects modeled with the planned height, length and minimum two thicknesses (handrails and balusters / spans). The location and dimensions of the elements are in line with the architectural assumptions.

Objects modeled with the planned height, length and thickness. The posts and handrails are modeled in detail, the fillings can be modeled in a simplified way. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model of balusters and / or spans should convey information about the target translucency of the entire balustrade (full balustrade, openwork, transparent, etc.).

Objects modeled with the planned height, length and thickness. The posts and handrails are modeled in detail, the fillings can be modeled in a simplified way. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model of balusters and / or spans should convey information about the target translucency of the entire balustrade (full balustrade, openwork, transparent, etc.), with the difference that the profiles of handrails, balusters and / or panels and assembly joints modeled in a high level of detail.

Objects modeled with the planned height, length and thickness. The posts and handrails are modeled in detail, the fillings can be modeled in a simplified way. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. The model of balusters and / or spans should convey information about the target translucency of the entire balustrade (full balustrade, openwork, transparent, etc.), with the difference that the profiles of handrails, balusters and / or panels and assembly connections modeled in a high level of detail, including the difference is that the model contains all the finishes and decorations in a high level of detail. The structure and color of the finishing materials are exactly reflected in the model.

General assumptions about the type of supporting structure. The model contains simplified general geometry of the key structural elements (slabs, beams and spread footings).

Main structural elements modeled in appropriate thickness, height, length and width. Location, length and height of elements in accordance with the assumptions of the static model.

The main structural elements are modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Hydro and thermal insulation can be modeled in a simplified way as a single-layer element. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements.

All elements modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Hydro and thermal insulation, as well as base, ballast and backfill are modeled as individual, multi-layer elements. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes reinforcement of a particularly complex nature, expansion joints, anchors and reinforcement tensioning systems.

All elements modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Hydro and thermal insulation, as well as base, ballast and backfill are modeled as individual, multi-layer elements. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes reinforcement of a particularly complex nature, expansion joints, anchors and systems that support the reinforcement, with the difference that the entire reinforcement is modeled as well as the complete set of connections and fixings for hydro and thermal insulation.

General assumptions about the type of supporting structure. The model includes a simplified geometry of key structural elements (walls, floor slabs, columns, beams).

All elements modeled in appropriate thickness, height, length and width. Location, length and height of elements in accordance with the assumptions of the static model.

All elements modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements.

All elements modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes reinforcement of a particularly complex nature, expansion joints, anchors and reinforcement tensioning systems.

All elements modeled in appropriate thickness, height, length and width, with particular emphasis on expansion joints. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes reinforcement of a particularly complex nature, expansion joints, anchors and reinforcement tensioning systems, with the difference that the entire reinforcement is modeled.

General assumptions about the type of supporting structure. The model includes a simplified geometry of key structural elements (columns, beams, frames, girders).

The main structural elements modeled using the designed metal profiles. Location and length of elements in accordance with the assumptions of the static model. The connections are not modeled.

The main structural elements modeled using the designed metal profiles. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The model includes the main connection elements, such as base plates, butt plates, connector plates, gussets and anchors.

The main structural elements modeled using the designed metal profiles. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The model includes all connection elements including welds, bolts and spacers.

The main structural elements modeled using the designed metal profiles. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The model includes all connection elements, including welds, bolts and spacers, including the complete fire protection model. for metal structures

General assumptions about the type of supporting structure. The model includes a simplified geometry of key structural elements (walls, floor slabs, columns, beams).

All elements modeled in appropriate thickness, height, length and width. Each prefabricated element is modeled individually. The geometry of the individual elements can be simplified. Location, length and height of elements in accordance with the assumptions of the static model.

All elements modeled in appropriate thickness, height, length and width. Each prefabricated element is modeled individually. The details of the geometry of the individual elements can be simplified. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements.

Wszystkie elementy zamodelowane w odpowiedniej grubości, wysokości, długości i szerokości. Każdy element prefabrykowany jest modelowany indywidualnie. Geometria poszczególnych elementów jest modelowana zgodnie z rzeczywistą. Modelowane są wszelkie uzupełnienia monolityzujące konstrukcję z betonu wylewanego w miejscu wbudowania elementu. Lokalizacja, długość i wysokość elementów zgodna z ich rzeczywistym położeniem uwzględniającym interakcję z pozostałymi elementami konstrukcyjnymi, architektonicznymi i instalacjami. Model zawiera zbrojenie o szczególnie skomplikowanym charakterze, sprężenia, połączenia, kotwy, uchwyty (również tymczasowe na potrzeby transportu elementu) i systemy uciąglające zbrojenie.

All elements modeled in appropriate thickness, height, length and width. Each prefabricated element is modeled individually. The geometry of individual elements is modeled in accordance with the real. All the supplements monolithising the structure made of concrete poured in the place where the element is installed are modeled. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes reinforcement of a particularly complex nature, stresses, connections, anchors, handles (also temporary for the purpose of transporting the element) and reinforcement tensioning systems, with the difference that the entire reinforcement is modeled.

General assumptions about the type of supporting structure. The model includes a simplified geometry of the roof, load-bearing walls and ceilings (single, single-layer objects).

Walls, floors, and roofs are simplified modeled with a single element. The load-bearing elements of the roof structure are modeled using standard profiles of beams and wooden boards. Location and length of elements in accordance with the assumptions of the static model. The connections are not modeled.

Simplified modeling of roofs with a single element. The load-bearing elements of the roof, wall and ceiling structures are modeled using standard profiles of beams and wooden boards. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The connections are not modeled.

All structural elements of roofs, walls and ceilings are modeled using standard profiles of beams and wooden boards. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The model includes carpentry joints with screws and covers.

All structural elements of roofs, walls and ceilings are modeled using standard profiles of beams and wooden boards. The location and length of the elements are consistent with their actual position, taking into account the interaction with other structural, architectural and installations elements. The model includes carpentry joints with screws and pads, including nails.

General assumptions about the type of supporting structure. The model contains simplified general geometry and solid bodies. Elements are not distinguished by thickness or material. The steps are not modeled.

Stairs and landings modeled in the right location. Elements distinguished by thickness and construction material. The run is modeled according to the type of stairs, the steps are not modeled. Location, length and height of elements in accordance with the assumptions of the static model.

All stairs and landings modeled in the appropriate thickness, height and width. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. There is a distinction with regard to the construction and finishing material. Stair flights modeled with steps. Cheekbars in low detail. Dilation and backrests are symbolically modeled.

All stairs and landings modeled in the appropriate thickness, height and width. The location, length and height of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. There is a distinction with regard to the construction and finishing material. Stair flights modeled with steps. Cheekbars in low detail. The dilatations and backrests are symbolically modeled, additionally the cheek bars, dilatations and backrests are modeled in high detail. The platform grating model can be simplified to the average LOgD level. There is a distinction with regard to the construction and finishing material. Stair flights modeled with steps. Simplified modeled linear finishes (slats, plinths, noses). The model includes reinforcement of a particularly complex nature, stresses, connections, anchors, handles (also temporary for the purpose of transporting the element) and reinforcement tensioning systems.

All stairs and landings modeled in the appropriate thickness, height and width. The location, length and height of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. There is a distinction with regard to the construction and finishing material. Stair flights modeled with steps. Cheekbars in low detail. The dilatations and backrests are symbolically modeled, additionally the cheek bars, dilatations and backrests are modeled in high detail. The platform grating model can be simplified to the average LOgD level. There is a distinction with regard to the construction and finishing material. Stair flights modeled with steps. Simplified modeled linear finishes (slats, plinths, noses). The model includes particularly complex reinforcement, pre-stresses, connections, anchors, handles (also temporary for the transport of the element) and systems to pull the reinforcement, except that the model includes all connections, finishes and decorations. Linear finishes (strips, plinths, noses) modeled in a detailed manner. The structure and colors of the last finishing layer are reflected in the model. The entire reinforcement is modeled. Platform gratings in full detail.

General assumptions about the type and supporting structure. The model contains only a simplified, general geometry of key structural elements (beams, ceilings, columns) and solid objects necessary to define the basic parameters of the designed building object (such as: outline, number and height of storeys, cubature, planned area of rooms).

All roofs modeled with the appropriate outline and thickness as single objects. It is allowed to use multi-layer objects. Declines in the geometry and position of elements and dilatations are shown in a simplified way. Beams and bearing girders modeled as separate elements with defined profiles and sections. The location and geometry of the elements are consistent with the architectural assumptions and the nature of the planned project.

All roofs are modeled with an appropriate outline and thickness using at least three objects (they can be multi-layered) separately representing: the structural core (load-bearing), internal architectural layers, external architectural layers. The location and geometry of the elements are consistent with their actual position taking into account the interaction with other structural, architectural and installations elements. Dips and dilatations accurately reflected in the geometry and position of the elements. Elements such as: plinths, flashing of openings and attics, insulation of the corners modeled in a symbolic way that allows take-off and cost estimation.

All roofs are modeled with the appropriate outline and thickness. Each layer is mapped with a separate element that carries its own precise set of information. Membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as elements with a thickness of not less than 0.5 mm. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes key joints, finishes and decorations. Elements such as: plinths, flashing of openings and attics, insulation of corners, modeled in a simplified manner.

All roofs are modeled with the appropriate outline and thickness. Each layer is mapped with a separate element that carries its own precise set of information. Membrane materials, films, paint coatings, coating insulations and all layers of negligible thickness should be modeled as elements with a thickness of not less than 0.5 mm. Location, length and height of elements according to their actual position taking into account interaction with other structural, architectural and installations elements. The model includes key joints, finishes and decorations. Elements such as: plinths, flashing of openings and parapets, insulation of corners, modeled in a simplified way, with the difference that the model includes all connections, finishes and decorations. Elements such as: plinths, flashing of holes and parapets, insulation of corners modeled in detail. The structure and color of the roof covering are reflected in the model.

The modeled elements of the installation are presented in a highly simplified way - the outline in the form of a single block. Their location is shown on the projection based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled installation elements have a complex outline in the form of a group of simple solids with the required service area. Their location is shown in the projection based on detailed design assumptions - exact dimensions, ordinate of the bottom and weight, as well as all information used to make the supports and substructures on which they are to be placed. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled installation elements have a complex outline in the form of a group of solids and / or spherical elements together with the required service zone and precisely located, according to the manufacturer's documentation, connections for the serviced installations. Their location is shown in the projection based on the detailed design assumptions - the exact dimensions, the ordinate of the bottom and the weight, as well as all the information used to make the supports and substructures on which they are to be placed. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled installation elements have a complex outline in the form of a group of solids and / or spherical elements together with the required service zone and precisely located, according to the manufacturer's documentation, connections for the serviced installations. Their location is shown in the projection based on the detailed design assumptions - the exact dimensions, the ordinate of the bottom and the weight, as well as all the information used to make the supports and substructures on which they are to be placed. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly into component parts, both for construction and service or repair works.

The modeled installation elements have a complex outline in the form of a group of solids and / or spherical elements together with the required service zone and precisely located, according to the manufacturer's documentation, connections for the serviced installations. Their location is shown in the projection based on the detailed design assumptions - the exact dimensions, the ordinate of the bottom and the weight, as well as all the information used to make the supports and substructures on which they are to be placed. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly into component parts, both for construction and service or repair works.

The modeled installation elements have a highly simplified outline in the form of a single block. Their location is shown on the projection based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled system elements have a complex outline in the form of a group of solids with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled installation elements have a highly simplified outline in the form of a single block. Their location is shown on the projection based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled system elements have a complex outline in the form of a group of solids with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The main elements of the installation regarding the shaft space and the engine room are modeled. Their location and dimensions are shown in the plan based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project, including all fittings (elbows, diameter changes, tees, etc.). Their location is shown on the plan based on detailed design assumptions - exact dimensions and ordinate of the guide. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification in accordance with the BEP document for the project, and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification determined for the project, in accordance with the BEP document and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly, and additionally it is possible to generate projections and technical drawings with the division of ventilation ducts into prefabricated installation fragments according to the arrangements GW - producer with the assembly substructure.

The main elements of the installation regarding the shaft space and the engine room are modeled. Their location and dimensions are shown in the plan based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project, including all fittings (elbows, diameter changes, tees, etc.). Their location is shown on the plan based on detailed design assumptions - exact dimensions and ordinate of the guide. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification in accordance with the BEP document for the project, and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification established for the project, in accordance with the BEP document and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly, and additionally it is possible to generate projections and technical drawings with the division of pipelines into prefabricated parts of the installation according to the findings of GW - manufacturer with the assembly substructure.

The main elements of the installation regarding the shaft space and the engine room are modeled. Their location and dimensions are shown in the plan based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project, including all fittings (elbows, diameter changes, tees, etc.). Their location is shown on the plan based on detailed design assumptions - exact dimensions and ordinate of the guide. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification in accordance with the BEP document for the project, and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly.

All elements of the installation are modeled and presented in the entire scope of the project together with all fittings (elbows, diameter changes, tees, etc.) Their location is shown on the projection based on detailed design assumptions - exact dimensions and ordinate with offsets to the axis of the architectural plan . Each modeled element should be named according to the codification established for the project, in accordance with the BEP document and additionally the modeled elements have fasteners for foundation / suspension as well as assembly and disassembly, and additionally it is possible to generate projections and technical drawings with the division of cable trays into prefabricated installation fragments according to the arrangements GW - producer with the assembly substructure.

The modeled installation elements have a highly simplified outline in the form of a single block. Their location is shown on the projection based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled system elements have a complex outline in the form of a group of solids with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled installation elements have a highly simplified outline in the form of a single block. Their location is shown on the projection based on the basic design assumptions. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled system elements have a complex outline in the form of a group of solids with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification established for the project, in accordance with the BEP document.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The modeled elements of the installation have a complex outline in the form of a group of solids and / or spherical elements with the required service zone. Their location is shown on the plan based on detailed design assumptions - exact dimensions, design marking. Each modeled element should be named according to the codification in accordance with the BEP document, established for the needs of the project, and additionally the modeled accessories have specified subassemblies if their design and method of operation are so (e.g. filter, actuator), have fasteners for foundation / suspension and assembly and disassembly into component parts for both construction, service and repair purposes.

The model contains geometry simplified to the level of a single solid (e.g. cylinder or cuboid) and presents general assumptions about the space occupied in the plan, the number and location of equipment elements.