I'm working on a design for a 24'x28' CMU masonry building with a gable roof consisting of wood trusses at 24" o.c. The diaphragm is to be plywood sheathing on the wood roof trusses. The truss to wall connection will be similar to the attached file. The building is in Seismic Design Catagory...
Does anyone have any experience or thoughts about using a large water storage reservoir to obtain the chlorine contact time for a hypochlorite disinfection system? I have been asked to look at the possibility of adding hypochorite prior to a 240,000 gallon circular water storage reservoir and...
