Punching new window openings through a post-tensioned slab in an adaptive reuse project
Take a 1978 concrete frame office building, 11 floors, 22,000 sf plates, post-tensioned slabs, perimeter glazing continuous with a sill around 30 inches, giving good daylight for roughly the outer 28 feet before it falls off. An 8,500 sf interior core leaves around 6,700 sf of leasable ring per floor after corridor, which can pencil well until the structural reality of post-tensioned construction gets factored in. Any new slab penetration in PT construction requires x-ray scanning every location and a tendon map, and cutting a light well or interior court through eleven diaphragms means re-shoring the whole stack. Structural scope alone on work like that can run $18 to $24 a foot before any other work begins, assuming the tendon layout cooperates at all, against ground-up multifamily in a comparable submarket running closer to $270 all in. The real question in a deep-plate PT building is whether the daylight problem is worth spending structural dollars to solve, or whether it's a unit-mix problem to design around instead. A common approach sells 45 foot deep one-bedrooms with a bedroom on an interior light well and calls it finished, but that risks producing a product with poor renewal rates. Weighing the structural cost against the rent premium and retention value of true daylight, floor by floor, is usually what determines which path pencils.