Some of the steel members need modification. A few have been sent back to the fabricator, but others can be adjusted in situ with welding, cutting or drilling. These are common practices on other job sites, but we've mostly eliminated them - especially the field welding - by having the structure fabricated off site. The adjustments seem relatively easy for the steel workers. You can see some arresting video of welding on our YouTube channel.
Showing posts with label foundation. Show all posts
Showing posts with label foundation. Show all posts
Thursday, July 21, 2011
Wednesday, June 15, 2011
concrete details
As we've noted before, our concrete foundation and slab have some interesting sustainability aspects. Half the cement portion of the concrete mix has been replaced by blast furnace slag, which means an industrial waste product has been substituted for virgin material (in our case, that means more than seven cubic yards of recycled material). The slag will make the concrete denser and harder once it has fully cured.
The steel anchor bolts will hold the steel columns in place. The bolts are embedded deeply enough (20" - 27") to secure the house, even during a category 5 hurricane. Some of the bolts moved a bit during the concrete pour, so they'll need to be "adjusted" with a sledge hammer before the columns can be erected.
The steel anchor bolts will hold the steel columns in place. The bolts are embedded deeply enough (20" - 27") to secure the house, even during a category 5 hurricane. Some of the bolts moved a bit during the concrete pour, so they'll need to be "adjusted" with a sledge hammer before the columns can be erected.
Wednesday, June 8, 2011
slab!
The concrete subcontractor poured the slab Monday. We'll blog more about this in the coming days, but for now it's a big, tangible step forward.
Wednesday, May 18, 2011
Catching Up on Construction: anchor bolts



The anchor bolt templates have been made to place the anchor bolts on site. They will join the steel columns with the foundation. Our steel erectors from Litecrete came out last Thursday to verify the anchor bolt locations. A few of them will need to be reset slightly to be ready for the steel. We are double checking with the foundation engineers to be sure that the eccentricities placed on the column bases with the reset anchor bolts will be within a reasonable tolerance range.
Tuesday, May 17, 2011
Catching Up on Construction: vapor barrier

Our vapor barrier went down easily. It laps up the sides of the slab to help protect us from termites and moisture. While plastic may be a material we would like to have avoided using, in this condition, its negative characteristics will be quite helpful. Hopefully, others will have an alternative to use down the road.The rebar and wire mesh create a marvelous texture that will be hidden in the slab but we get to record it here in photos.
Friday, April 29, 2011
rebar
We're getting close to the big concrete pour. Now that the utilities are all in place and have been inspected and approved by the city, the concrete subcontractor can finish setting the steel rebar in place. Sort of.
Monday, April 25, 2011
best practices
A very helpful document from the Department of Energy (who also sponsor the Solar Decathlon competition) which we've been consulting is Building America Best Practices Series: Volume 1. Builders and Buyers Handbook for Improving New Home Efficiency, Comfort, and Durability in the Hot and Humid Climate. It is available online as a free PDF file.
Wednesday, March 30, 2011
footings
Our concrete subcontractor poured the foundation footings today. "Footings" is an ambiguous term, since it can mean both the full foundation piece supporting the steel column, or it can mean just the broad pad that supports the vertical piece of the foundation (the pedestal). In our case, we just poured the bottom half, which takes the weight of the column and spreads it out while transferring it to the ground.
The cage of steel rebar inside the concrete handles the tensile forces within the footing, while the concrete takes care of the compressive forces. From a sustainability standpoint, the steel is almost entirely recycled, and the concrete mix includes steel blast furnace slag as a replacement for half the cement that would ordinarily be used. The aggregate and sand that comprise most of the concrete mix are produced locally, to minimize the embodied energy that comes from transporting materials.
The cage of steel rebar inside the concrete handles the tensile forces within the footing, while the concrete takes care of the compressive forces. From a sustainability standpoint, the steel is almost entirely recycled, and the concrete mix includes steel blast furnace slag as a replacement for half the cement that would ordinarily be used. The aggregate and sand that comprise most of the concrete mix are produced locally, to minimize the embodied energy that comes from transporting materials.
Monday, March 28, 2011
slag
An interesting turn of events. We had planned to use fly ash - a waste product of coal-burning power plants - as a replacement for 25% of the cement in our concrete foundations and slab. Our concrete supplier, however, recommends using slag (ground granulated blast-furnace slag) to replace half the cement in the concrete mix. Slag is a waste product from steel production, which, magically, works a lot like Portland cement, so using it in the foundations will obviate the need for more virgin cement and find a useful home for an industrial waste product.
Monday, March 7, 2011
excavation
Excavation went quickly. Foundations are relatively shallow in Florida, especially in the southern end of the state. Up north (say, in Georgia), foundations need to extend below the frost line - the deepest level freezing temperatures penetrate below the ground's surface - in order to avoid the damage caused when the frozen earth pushes the building upward. Down here, that's not a problem, so foundations are often only a few inches below the ground (compared to four feet in Boston).Wednesday, March 2, 2011
excavation
Sunday, February 27, 2011
coordination
Saturday morning's coordination meeting went well. We met with our general contractor and foreman, our plumber, our electrician and our architect-of-record to talk through the next couple of weeks of work. We plan to start excavation on Thursday, then assemble the wood formwork for the concrete footings that will support the house's steel frame. The footing need to be poured before we can lay the utilities (plumbing and electrical lines), which in turn need to be set in place before we can pour the concrete slab. All of this work needs to be done before the steel frame can go up in April.Saturday, February 19, 2011
Precision

The structural steel for the house should arrive the week of April 4, around six weeks from now. The steel pieces arrive pre-drilled so that they can be quickly bolted together on site. Part of the reason we're leaving the steel frame exposed is to show off the precision of the prefabrication system.
But before the steel can go up, a number of things have to happen in sequence:
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