bubbahelen
November 26th, 2007, 02:14 PM
I am building a garage (30' x 26'). Spread footing = 8"T x 24"W with 16" stem wall constructed of two courses of 8"cmu with brick veneer face. Second course of block will be 8x8x16 hollow header so poured garage floor will tie into stem wall. Seismic Design Category is B so I do not have to reinforce stem wall but I will put two pieces of steel in the footing. This is my first major construction project so thought I would seek some advice. Does my plan sound about right? Any recommendations. Thanks