Double Tee Shop Drawings
Unit-by-unit production drawings covering flange and stem geometry, lengths, openings, recesses, edge conditions and casting references.
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Serving USA, UK, Canada, Australia and Europe
Precast concrete detailing
Coordinated production and erection drawing support for precast double tee floor and roof units used in parking structures, commercial buildings and large-span facilities. Our detailing scope helps precast producers and project teams document member geometry, strand and reinforcement information, embeds, connection interfaces and placement plans against approved engineering documents.
Illustrative element section only; not an approved production or engineering drawing.
What we detail
Details are prepared from project-specific geometry, approved design information, fabricator standards and applicable drawing conventions.
Unit-by-unit production drawings covering flange and stem geometry, lengths, openings, recesses, edge conditions and casting references.
Document engineer-provided strand patterns, conventional reinforcing, end-zone details and reinforcement schedules for fabrication review.
Coordinate cast-in plates, inserts, ferrules and connection hardware locations with support details and adjacent members.
Prepare drawing details for bearing seats, connection interfaces, joint conditions and specified weld or fastening information.
Generate level-by-level placement plans, unit marks, orientations and support relationships using the approved erection scheme.
Support piece schedules, quantities, drawing issue logs, coordinated markups and authorized revision incorporation.
Typical output
The agreed package may include the following, depending on the producer's workflow and engineering responsibilities.
Working method
Drawing assumptions and discrepancies are referred back to the client or responsible designer before they affect production information.
Check issued plans, precast requirements, support details and producer conventions.
Develop unit geometry, production sheets and specified reinforcement and insert locations.
Compare bearing, joint, adjacent trades and erection-plan information; document open questions.
Incorporate authorized comments, maintain mark consistency and issue controlled files.
Engineering responsibility
Member capacity, prestress losses, bearing reactions, fire performance, lifting stresses, temporary support and connection adequacy depend on the approved design basis, fabrication method and erection sequence.
Structural calculations, prestressing design, reinforcement selection, lifting-anchor design, temporary stability, code compliance and any required professional certification remain with the engineer of record, precast specialty engineer or other authorized design professional. Drafting files must receive the applicable project approvals before fabrication or installation.
Frequently asked questions
A typical shop drawing identifies the unit mark, flange and stem dimensions, relevant sections, embeds, openings, engineer-provided strand and reinforcement information, and notes needed for review or production.
Yes. Erection and marking plans can show unit positions, orientations, support references and connection coordination using the approved structural and erection information.
Strand selection, prestressing calculations, lift-point design and handling stability are engineering decisions. We can document the information supplied and authorized by the responsible precast engineer.
Share current structural and architectural plans, unit schedules, precast specifications, approved design or typical details, project delivery requirements and expected drawing formats.
Double tee project inquiry
Send the latest plans, precast component scope, expected drawing deliverables and review schedule for a project-specific discussion.