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<br />OS/21/2000 <br /> <br />1<1:57 <br /> <br />813-90833% <br /> <br />WFC ENGINEERING INC <br /> <br />PAGE 02 <br /> <br />Pff(Jr1IT~ /3' <br />/5 If J.j <br /> <br />MASONRY - CHAPTER 2 <br /> <br />'5 OW\.. <br />wi 10" <br />STD. HOOK <br /> <br /> <br />N/k <br /> <br /> <br />Ib" <br /> <br />w <br /> <br />1'5 COHT. <br />3" ....N. COlIER <br /> <br />L - J <br />,2" <br /> <br />/ EXTBIOR WAU. <br /> <br />INlERIOA WAlL <br /> <br />FIGURE 203E <br />MONOI.Jl1iIC Sl..A&ON GRADE FOUNDA1lON <br /> <br />200.3 FOOllNG DOWELS. <br />203.3.1 Footing dOwel bars shall be provided for all required vertical wan reinforcement In the fOllowing <br />locations: <br />1. At all comers, <br />2. At each side of each opening more tttan 6'..(J' wide. <br />3. At each end of each stlearwall segment, and <br />4. At all other required vertical wall reinforcement of buildings which are located in a 11 Q mph lone, <br />all buildings wider than 40 teet and located in a 100 mph 20ne, and in any other location where the <br />total area of all openings In an exterior wall exceeds 25% of the wall area. <br />203.3.2 Footing dowel bars at each location shall be same size and quantity as the vertical wall <br />reinforcement above. <br />203.3.3 All tooting dowel bars shall have a standard 90 degree hOOk and shall be embedded 5 incheS <br />into 8-inch footings and a minimum of 6 inches into all other footings. Dowel barS shall lap vertical wall <br />reinforcement a minimum 01 25 inches. <br /> <br />18 <br /> <br />1993 SBCCI Standard for Hurricane Resistant Residential Construction- <br />