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<br />- <br /> <br />BOTAS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />Consulting Engineers <br /> <br />- <br />Sheet No. of <br /> <br />Patricia M. Botas - Florida License # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, Fl33126 <br /> <br />Calculated by DBC Date 5/2010 <br />Checked by PMB Date 5/2010 <br /> <br />X := 320plf from Table 230G.3. I - FBC Florida BUilding Code <br />2007. <br />Allowable shear (plf) for hOrlz. wood structural <br />panel diaphragm with framing of Southern pine. <br /> <br />Structure length for which blocking IS not required : <br /> <br />Structure Data <br />Assuming: <br />Plywood sheatlng 5/8" <br />Nailing I Od x I 1/2" <br />mm. penetration 1M frammg <br /> <br />X.B <br />LNo.Blockmg := <br />2 . VLmear <br /> <br />LNo.Blocklng = 21. I ft <br /> <br />If LNo.Blocklng = 21. I ft > <br /> <br />B <br />= I 2.4 ft <br /> <br />2 <br /> <br />B <br />LNo.Blocklnq > '2 = I <br /> <br />I F I = > No Blocking IS needed <br />o = > Unblocked Diaphragm <br />Nail spaced G" max @ supported end. <br /> <br />Blocked Diaphragm <br /> <br />from Table 230G.3. I - FBC Florida Building Code - Allowable shear (plf) for homo wood <br />structural panel diaphragm with framing of Southern pine. <br /> <br />Case I (panels para lei to structural framing) <br />Nail spacing at all panel edges: G" <br />Nail spacing at diaphragm boundaries: 4" <br /> <br />Allowable Shear : <br />(per foot) <br /> <br />Vallow := 3GOplf <br /> <br />> <br /> <br />VLlMear = 18B plf <br /> <br />Vallow > VLmear = 1 <br /> <br />IF I <br /> <br />=> OK <br /> <br />84 <br />