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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, <br /> <br />SECTION 2 <br /> <br /> 1fT / TOP OF GRADE <br /> II COMPACTED BACK FILL <br /> I I <br /> 3" x 3" POST (SEE TABLE) <br /> (2) 2" x 2" x "t" ANGLE OR <br /> (1) U CHANNEL x "to <br /> 3/S" x 3-1/2" BOLT <br /> N SO LB. 2500 PSI <br /> -- <br />"t" IS THICKNESS OF ..- CONCRETE PRE-MIX <br />I <br />REQUIRED POST (Y) <br />';<-- <br /> l I 3" EXTRUDED ALUMINUM <br /> ! BASE <br /> 16" '/ <br /> " " <br /> <br /> <br />ALUMINUM POST AND BURIED FOOTING CONNECTION <br /> <br />r- <br />/ <br />I <br /> <br />POST IN CONCRETE <br />#40 BAR 12" LONG <br /> <br />/ <br />I <br />/ <br /> <br />3" x 3" POST TURN <br />BOL TEDT TO ANCHOR. <br />RISER <br /> <br /> <br />POUREQ COf'JCRETE <br />(REFER TO TABLE 2.4) <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1/2" <br />LONG x 1/S" TUBING <br /> <br />WELDED CONf'IECTiON <br /> <br />/1 <br /> <br />, I <br />, I ~::'-'<.. <br />o .... '< I ::J .... <br /> <br />i < T Y <br /><~~-> <br />~ ,/.. ,-.......- <br />'-... --- ""-..,,,./ <br />~ Y <br /> <br />F,<\STEN (SEE TABLE 2.5) <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />\ <br /> <br />3-1/2" CONC. SLAB <br /> <br />. POST MAY BE FILLET <br />WELDED DIRECTLY TO <br />BASE PLATE <br /> <br />ISOLATED FOOTING <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br /> <br />Lawrence E Bennett, P. E <br />CIVIL ENGINEER, DEVELOPMENT CONSUL T ANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767~556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE-E. BENNETT, P.E. <br /> <br />PAGE <br /> <br />2-17 <br />