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. • ---- - -- -- - _____ _ 1 <br /> , <br /> A VIRGIN OR COMP SOIL <br /> II\ 1/4"TAPCON,O.E. <br /> THROUGH ANGLE AND <br /> 1"X3" EA. SIDE OF POST <br /> ALSO 24"0.C. & 6" FROM END , <br /> 1 <br /> OR SPLI, I i <br /> 1 <br /> t ' CONCRETE , <br /> , 1 WALL <br /> _____ <br /> D ' ' POST , 10 ,, FOOTING <br /> , E 6X6,10X10 WWM , <br /> 1 , <br /> ' G <br /> F 2"X2"X3"X0.25"AL - ' <br /> —, ,, <br /> --- ANGLE EACH SIDE --: ---- 1 ' l ' <br /> , ' 1 __ ---- <br /> w/ 3-#10 SMS - 1 - i - <br /> 1 , , <br /> i , <br /> I' <br /> Cr ( <br /> 8" , <br /> , <br /> 1 <br /> _ 1 <br /> , \ <br /> G ,, lx2 Continuous r_ #5 <br /> Base Plate <br /> 8" --I- <br /> ' IV; <br /> REVIEW DATE 4) LC - (0 <br /> Cll OF ZEPHYRHILLS <br /> PLANS EXAMINER 0 <br /> JUN 2 1 7010 <br /> James B. Whittum esr is ;;1 when 1 <br /> This design conforms to the I built strictly in accordance with Job: 31'TA9 _ <br /> P.E. #27689 Florida Building Code 2007, all details of the sealed drawings <br /> Address: 0.— • Q. <br /> Engineering Services <br /> and 2009 Supplements and specifications. Contact <br /> Contractor: ?JAI . & t r) <br /> 8533 Acorn Ridge Ct., Tampa, FL 33625 <br /> For All Wind Speeds James B. Whittum, P.E. <br /> This design is specific fic to this j 1 . Al....th <br /> Exposure B or C for approval of revisions. <br /> 4 isnot valid as a standard or master • <br /> — <br />