ASC Deck Profiles v3.0
ASC Typical Steel Deck Details V2.0
B-R-CMU-001 - Non-load Bearing CMU Wall - Ridge Condition
B-R-CMU-002 - Load Bearing CMU Wall - Ridge Condition
B-R-CMU-005 - Non-load Bearing CMU Wall - Interior Condition
B-R-CMU-006 - Load Bearing CMU Wall - Interior Condition
B-R-CON-001 - Non-load Bearing Concrete Wall - Ridge Condition
B-R-CON-002 - Load Bearing Concrete Wall - Ridge Condition
B-R-CON-005 - Non-load Bearing Concrete Wall - Interior Condition
B-R-CON-006 - Load Bearing Concrete Wall - Interior Condition
B-R-LGS-001 - Light Gauge Steel Truss - Ridge Condition
B-R-LGS-005 - Non-load Bearing Light Gauge Steel Wall - Interior Condition
B-R-LGS-006 - Load Bearing Light Gauge Steel Wall - Interior Condition
B-R-P-001 - Roof Purlins - Ridge Condition
B-R-RJ-001 - Roof Joist - Ridge Condition
B-R-RJ-003 - Roof Joist - Valley Condition
B-R-RJ-006 - Roof Joist - Interior Bearing Condition
B-R-WF-002 - Wide Flange Beam - Ridge Condition
B-R-WF-004 - Wide Flange Beam - Valley Condition
B-R-WF-005 - Non-load Bearing Wide Flange Beam - Interior Condition
B-R-WF-006 - Load Bearing Wide Flange Beam - Interior Condition
CFD1.5-C-CMU-001 - Load Bearing CMU Wall - Interior Condition
CFD1.5-C-LGS-001 - Load Bearing Light Gauge Steel Wall - Interior Condition
CFD1.5-C-WF-001 - Load Bearing Wide Flange Beam - Interior Condition
D4.5-R-CMU-001 - Non-load Bearing CMU Wall - Ridge Condition
D4.5-R-CMU-002 - Load Bearing CMU Wall - Ridge Condition
D4.5-R-CMU-005 - Non-load Bearing CMU Wall - Interior Condition
D4.5-R-CMU-006 - Load Bearing CMU Wall - Interior Condition
D4.5-R-CON-001 - Non-load Bearing Concrete Wall - Ridge Condition
D4.5-R-CON-002 - Load Bearing Concrete Wall - Ridge Condition
D4.5-R-CON-005 - Non-load Bearing Concrete Wall - Interior Condition
D4.5-R-CON-006 - Load Bearing Concrete Wall - Interior Condition
D4.5-R-LGS-001 - Light Gauge Steel Truss - Ridge Condition
D4.5-R-LGS-005 - Non-load Bearing Light Gauge Steel Wall - Interior Condition
D4.5-R-LGS-006 - Load Bearing Light Gauge Steel Wall - Interior Condition
D4.5-R-P-001 - Roof Purlins - Ridge Condition
D4.5-R-RJ-001 - Roof Joist - Ridge Condition
D4.5-R-RJ-003 - Roof Joist - Valley Condition
D4.5-R-WF-002 - Wide Flange Beam - Ridge Condition
D4.5-R-WF-004 - Wide Flange Beam - Valley Condition
D4.5-R-WF-005 - Non-load Bearing Wide Flange Beam - Interior Condition
D4.5-R-WF-006 - Load Bearing Wide Flange Beam - Interior Condition
F-R-CMU-001 - Non-load Bearing CMU Wall - Ridge Condition
F-R-CMU-002 - Load Bearing CMU Wall - Ridge Condition
F-R-CMU-005 - Non-load Bearing CMU Wall - Interior Condition
F-R-CMU-006 - Load Bearing CMU Wall - Interior Condition
F-R-CON-001 - Non-load Bearing Concrete Wall - Ridge Condition
F-R-CON-002 - Load Bearing Concrete Wall - Ridge Condition
F-R-CON-005 - Non-load Bearing Concrete Wall - Interior Condition
F-R-CON-006 - Load Bearing Concrete Wall - Interior Condition
F-R-LGS-001 - Light Gauge Steel Truss - Ridge Condition
F-R-LGS-005 - Non-load Bearing Light Gauge Steel Wall - Interior Condition
F-R-LGS-006 - Load Bearing Light Gauge Steel Wall - Interior Condition
F-R-P-001 - Roof Purlins - Ridge Conditions
F-R-RJ-001 - Roof Joist - Ridge Condition
F-R-RJ-003 - Roof Joist - Valley Condition
F-R-RJ-006 - Roof Joist - Interior Bearing Condition
F-R-WF-002 - Wide Flange Beam - Ridge Condition
F-R-WF-004 - Wide Flange Beam - Valley Condition
F-R-WF-005 - Non-load Bearing Wide Flange Beam - Interior Condition
F-R-WF-006 - Load Bearing Wide Flange Beam - Interior Condition
EHD-F-CMU-001 - Load Bearing CMU Wall - Interior Condition
EHD-F-LGS-001 - Load Bearing Light Gauge Steel Wall - Interior Condition
EHD-F-WF-001 - Load Bearing Wide Flange Beam - Interior Condition
N-R-CMU-001 - Non-load Bearing CMU Wall - Ridge Condition
N-R-CMU-002 - Load Bearing CMU Wall - Ridge Condition
N-R-CMU-005 - Non-load Bearing CMU Wall - Interior Condition
N-R-CMU-006 - Load Bearing CMU Wall - Interior Condition
N-R-CON-001 - Non-load Bearing Concrete Wall - Ridge Condition
N-R-CON-002 - Load Bearing Concrete Wall - Ridge Condition
N-R-CON-005 - Non-load Bearing Concrete Wall - Interior Condition
N-R-CON-006 - Load Bearing Concrete Wall - Interior Condition
N-R-LGS-001 - Light Gauge Steel Truss - Ridge Condition
N-R-LGS-005 - Non-load Bearing Light Gauge Steel Wall - Interior Condition
N-R-LGS-006 - Load Bearing Light Gauge Steel Wall - Interior Condition
N-R-P-001 - Roof Purlins - Ridge Condition
N-R-RJ-001 - Roof Joist - Ridge Condition
N-R-RJ-003 - Roof Joist - Valley Condition
N-R-RJ-006 - Roof Joist - Interior Condition
N-R-WF-002 - Wide Flange Beam - Ridge Condition
N-R-WF-004 - Wide Flange Beam - Valley Condition
N-R-WF-005 - Non-load Bearing Wide Flange Beam - Interior Condition
N-R-WF-006 - Load Bearing Wide Flange Beam - Interior Condition
VS-R-CMU-001 - Non-load Bearing CMU Wall - Ridge Condition
VS-R-CMU-002 - Load Bearing CMU Wall - Ridge Condition
VS-R-CMU-005 - Non-load Bearing CMU Wall - Interior Condition
VS-R-CMU-006 - Load Bearing CMU Wall - Interior Condition
VS-R-CON-001 - Non-load Bearing Concrete Wall - Ridge Condition
VS-R-CON-002 - Load Bearing Concrete Wall - Ridge Condition
VS-R-CON-005 - Non-load Bearing Concrete Wall - Interior Condition
VS-R-CON-006 - Load Bearing Concrete Wall - Interior Condition
VS-R-J-001 - Roof Joist - Ridge Condition
VS-R-J-003 - Roof Joist - Valley Condition
VS-R-J-006 - Roof Joist - Interior Bearing Condition
VS-R-LGS-001 - Light Gauge Steel Truss - Ridge Condition
VS-R-LGS-005 - Non-load Bearing Light Gauge Steel Wall - Interior Condition
VS-R-LGS-006 - Load Bearing Light Gauge Steel Wall - Interior Condition
VS-R-P-001 - Roof Purlins - Ridge Condition
VS-R-WF-002 - Wide Flange Beam - Ridge Condition
VS-R-WF-004 - Wide Flange Beam - Valley Condition
VS-R-WF-005 - Non-load Bearing Wide Flange Beam - Interior Condition
VS-R-WF-006 - Load Bearing Wide Flange Beam - Interior Condition
CSI section 053100 covers the specifications and guidelines for steel decking, which is used as a structural component in floors and roofs to support concrete slabs or insulating membranes. The CAD content associated with this section includes detailed drawings that illustrate the dimensions, profiles, and connections of steel decking panels. These drawings are crucial for visualizing the integration of steel decking within the structural framework of a building, allowing for coordination across various disciplines involved in the construction process. CAD files typically include plan views, section details, and fastening methods, which help in ensuring that the steel deck is installed correctly and meets the required load-bearing capacities. By providing accurate and scalable representations, these CAD files facilitate the efficient communication of design intent and assist in detecting potential conflicts or issues before construction begins, ultimately leading to cost savings and improved project outcomes.
CAD files provide detailed, to-scale drawings of steel decking layouts, which are crucial for visualizing the structural design and ensuring accurate installation. They facilitate coordination among architects, engineers, and contractors by providing precise dimensions and specifications.
CAD files enhance the design process by allowing for easy modifications and iterations, ensuring that all design aspects, such as load distribution and material specifications, meet project requirements. This flexibility helps in optimizing the design before construction begins.
CAD files are essential for compliance as they ensure that the steel decking meets all relevant building codes and standards. They provide a clear and detailed reference that can be used to verify that the construction aligns with the approved design and regulatory requirements.
Yes, CAD files provide precise measurements and quantities of materials needed, aiding in accurate cost estimation and procurement. This ensures that the right amount of materials is ordered, reducing waste and potential project delays.
CAD files serve as a common visual language that can be easily understood by all stakeholders, including architects, engineers, and contractors. This ensures that everyone is aligned on the design intent and construction details, minimizing miscommunications and errors.