The reinforced masonry cells, columns, and beams above will be poured with concrete.
Before that can happen, an intricately designed web of steel needs to be formed inside the openings, then formed with plywood to get ready for the big pour.
Here we see the steel reinforcing delivered to the job site in preparation for framing.
Each piece size is for a different need, designed by the structural engineer and counted & ordered by the GC for the installers.
It Starts Like This
Wood is delivered to the site along with the steel reinforcing so the framers can build the steel cages that go inside the beams & columns & wood can create the form for the concrete.
Here we see the masonry walls getting lined with the plywood forms and the site prepared for the next steps below.
There’s a lot of prep work that has to be done, inspected, and approved before the concrete can be poured.
Let’s take a closer look.
Grab & Spin This 360 degree image of the tie beam - tie column framing in process.
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Time Sequence 1: Front Corner Windows
Time Sequence 2: Front Entryway
Time Sequence 3: Second Floor Support Beams
Framing become formed boxes with the required steel reinforcing.
Steel is stubbed upward to prepare for the second floor masonry walls, just like the foundation.
Steel columns (in gray) are added which will hide inside first floor walls to support the beams above. They go atop the foundation pads from Episode 1.
More about the parts that make up the masonry walls. Press photos to zoom in.
Close-up of the steel column framing into the concrete beam above.
The steel column is held in place with ‘Nelson Studs’ (named in 1939 after the inventor Edward Nelson) are welded to the steel column top plate to hold it in place after the pour.
Technical Corner - Plan Tutorial
The Engineering Behind The Plan
Learn to read the construction plans
Plan Page: Beam & Column Schedules
1: Detail showing the steel lap between foundation steel and wall column steel (filled cell shown here). Laps are typically expressed in multiples of bar diameters. For example, a #5 bar lapped 48 bar diameters is 5/8″ * 48 = 30″.
2: As complicated as the steel framing looks is a matching detail specifying exactly how long to lap steel reinforcing & where it’s placed.
3: Each column and filled cell has a detailed schedule showing the number & bar size as well as the stirrups that tie them together.
4: The same applies to each beam. Beam size, top, middle, and bottom steel sizes are specified, & size & spacing of beam stirrups.
All of these beams & columns are calculated by the structural engineer to carry the highest possible loads they can face in the worst of conditions with a code-specified safety factor.
The Engineering Behind The Plan, explained: Bar sizes are in eighths of an inch – a #5 bar is 5/8″ in diameter.
P.C. is a poured column. A ‘mark’ means to look for that column mark on the respective plan. See the foundation plan on Episode 1 for example.
Quick Clips From The Field
Watch the tie beam and tie column framing take shape.
So Where's the Concrete?
The concrete pour is next. Steel reinforcing has to be inspected by building officials and approved, and all formwork has to be checked to make sure it can hold the concrete and not leak out.
With so much to take in here, the concrete pour deserves its own exciting episode. Here’s a link to Episode 3.1 – The Concrete Pour.
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