Structural Drafting · 2026
Foundation Plan
Structural foundation plan (Sheet S1) and north/south elevations (Sheet S4) for a steel-framed building, drafted in AutoCAD at 1:100. Includes a gridded footing layout with F1, F2 and F3 footing types and steel member callouts referenced to NBCC 2020 and CSA standards.
- Drawing scale
- 1:100
What I worked on
This project is a structural drawing set for Project 23, a multi-storey steel-framed building. Sheet S1 shows the foundation plan, laid out on column grid lines A, AX and B through F in one direction and 1 through 5 in the other, with an overall building length of 38,120 mm and typical bays of 7,250 mm. Footings are identified by type (F1, F2, F3) at each column location, and a legend distinguishes steel columns, grid lines, footings and annotations. Sheet S4 shows the north and south elevations with floor levels at Ground (0), Second Floor (4,000 mm), Roof (8,000 mm) and Penthouse (11,000 mm). Steel members are labelled, including W200x36 columns, W-shape beams from W250x18 to W460x60, and L51x38x4.8 angle bracing. Both sheets carry a full title block, revision history marked "For Approval," and general notes on dimensions, material specifications and design standards.
Project brief
Assignment 5 for course CRXNAA at Seneca Polytechnic: produce a structural foundation plan and building elevations for a steel-framed building to professional drafting standards, including a complete title block, legend, general notes and referenced design codes.
Technical work
Set up the structural column grid (A–F, 1–5) and dimensioned bay spacings and overall building length in millimetres.
Placed and tagged F1, F2 and F3 footings at column locations on the foundation plan.
Drafted north and south elevations showing floor levels from ground to penthouse (0 to 11,000 mm).
Labelled steel columns, beams and angle bracing using standard W-shape and L-shape designations.
Wrote general notes referencing NBCC 2020, CSA A23.3 (concrete), CSA S16-19 (steel), CSA G30.18 Grade 400 rebar and CSA G40.21 350W structural steel.
Specified minimum 25 MPa concrete at 28 days for footings.
Prepared title blocks, legends and revision tracking, issuing the set "For Approval" to professional drawing conventions.
Project drawing PDF
Anasadeen_Hiras_NAA -S1 FOUNDATION PLAN-merged.pdf · 0.22 MB