Our client owns a industrial/commercial building. Masonry walls with steel framed roof (OWSJ and beams, alternate demising walls are bearing walls). Building is divided into 2500 sq. ft units , approx 25' x 100', OWSJ @ 6.5 ft cc and span 25'. One tenant is planning to install a number of solar...
We are being asked to mediate between developer and concrete forming sub (there is no GC), project is a big box retail centre. Some foundation walls are exposed such as loading dock areas, but there was no 'architectural specification'. Contractor has filled tie holes, patched/rubbed and done...
