“You can’t just amend a standard spec,” she said. “There’s a committee. A review cycle. Public comment.”
Arthur stood at the head of the table. He held up the blue book.
Arthur didn’t look up. “Spec 02230, section 4.1. Driven piles only. Helical piles are not permitted for seismic categories D or E.”
But Arthur’s world was not built on bubbles. It was built on Section 03100, “Concrete Formwork,” subsection 3.2.4: Tolerances for plumbness in walls shall not exceed 1/4 inch per 10 feet of height. He had written that line himself, sixteen years ago, on a yellow legal pad in a fluorescent-lit cubicle. Since then, it had outlived three marriages, two reorgs, and the rise of carbon-fiber rebar. It was, to Arthur, a small piece of scripture.
“They’re calling it a ‘performance-based alternative.’”
His hand trembled slightly. It felt like rewriting gravity.
He told Priya he would review the packet. Then he closed his door.
Arthur Ponder hated the phrase “good enough.”
“You can’t just amend a standard spec,” she said. “There’s a committee. A review cycle. Public comment.”
Arthur stood at the head of the table. He held up the blue book.
Arthur didn’t look up. “Spec 02230, section 4.1. Driven piles only. Helical piles are not permitted for seismic categories D or E.” standard construction specifications
But Arthur’s world was not built on bubbles. It was built on Section 03100, “Concrete Formwork,” subsection 3.2.4: Tolerances for plumbness in walls shall not exceed 1/4 inch per 10 feet of height. He had written that line himself, sixteen years ago, on a yellow legal pad in a fluorescent-lit cubicle. Since then, it had outlived three marriages, two reorgs, and the rise of carbon-fiber rebar. It was, to Arthur, a small piece of scripture.
“They’re calling it a ‘performance-based alternative.’” “You can’t just amend a standard spec,” she said
His hand trembled slightly. It felt like rewriting gravity.
He told Priya he would review the packet. Then he closed his door. Public comment
Arthur Ponder hated the phrase “good enough.”