Concrete Pour: Garage Slab, Retaining Wall, & Column Footings

How did those trucks get up the driveway?

The first of two back-to-back days of concrete.  My poor neighbors.  6:30 am and these rigs are sitting outside their windows with giant diesel engines chugging.  We need to do something nice for them.

Radiant Tubing

Temporary Coupling for Pressurization

Radiant Tubing is installed.

Ready for Radiant Tubes

Fluorescent Floor Plan

Tomorrow the radiant tubing is installed, to be cast into the concrete slab.  Concrete pour is scheduled for Monday (edit: now Tuesday, thanks Mother Nature).

More Soakage Trench

A Lisa-Deep Trench

The soakage trench diagram from the "Drainage" post earlier seems reasonable enough in concept.  But when you translate that into reality the result is kind of stunning.

This trench is enormous. 

Overheard on the Jobsite

"Good work...some of you!"

Living Next Door

Did I mention that we live next door?

Overheard on the Jobsite

"No disrespect to Bonnie Raitt, but what the hell is she doing on my 'all Journey' station?"

Underslab Insulation

The underslab insulation arrived, and is going into place. 

Two layers of 3" EPS, seams staggered; gaps foamed.

Over this will be the vapor barrier and the concrete slab (with all that goes inside it).

Garage Stem Wall and Retaining Wall

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The garage stem wall has been poured, as well as half of the formwork for the East retaining wall (visible in the rear).

Drainage

Hope the neighbors don't mind this in the street for a few days.

This rather large pile of drain-rock has just arrived, ready for distribution around the building site.

All about this rock and where it goes below.

Overheard on the Jobsite: Music Edition

Have any of you ever heard Portishead on a jobsite before?


Didn't think so.

(I always thought there was a law or something requiring Classic Rock on construction sites)

Delay!

Our first real scheduling delay. 
The supplier delivered the wrong under-slab insulation; XPS instead of EPS.
Supplier doesn't have what we need on hand, so it pushes our slab pour out a week.

We want to use EPS to avoid using a nasty chemical blowing agent that is used in the XPS manufacture.  But since the XPS was onsite, we had a tough choice to make; do we use it instead?  What is the negative value compared to the positive value of increased R-value and years of energy savings? Hard position to be in.

Turns out the supplier was charging us a couple grand more for the XPS, so it made sticking to our morals easy.  If only the market always rewarded doing the right thing...