The Ruskin House: The main house foundations |
©2025 CALVINO architecture studio, inc all contents of this publication whether in digital or analog format are the express property of CALVINOarchitecture studio, inc. and shall not be reproduced by any means without written consent from Mike Calvino |
The building is anchored to the ground through 36 precast concrete piles driven to specified bearing capacity . . . The trick here is making sure to document the neighbor’s house & every tiny crack or sign of settlement prior to starting this work as the potential liabilities are huge . . .
Here we’re cutting off the piles to the elevation on the drawings, the studio backhoe was key here . . . |
The first marking of the land |
Right: Back-hoe bucket, designed & built specifically to dig 20” wide footings—facilitated digging the 400+ LF of grade beam excavation in less than 4 days with a crew of 2 people |
Right: Hydraulic rebar/pipe/bar bender—designed & built specifically for the backhoe to save $ on the 1,000+ “C-shaped” stirrups for the grade-beams (& countless other tasks requiring bending of steel parts)—the task took about 6 hours (bending the 1,000+ bars & saved over $2,000 in shop fabrication cost. The bender took about 10 hours to design & fabricate & was made completely of scraps from the Calvino Studio workshop. |
Tying the rebar & threading the pipes & conduit was challenging . . . & dense. |
Being that the project is in a high velocity flood zone, the pool had to be integral with the foundation system—the precast concrete piles & the massive grade beams, so the pool shell had to be formed next & 2 of the integral grade beams had to be done in shot-crete when the pool was shot. |