Laserfiche WebLink
<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />TOP OF GRADE <br />COMPACTED BACK FILL <br /> <br /> <br />- <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />3~ x 3~ POST (SEE TABLE) <br /> <br />(2) 2~ x 2" x "t" ANGLE OR <br />(1) U CHANNEL x "t" <br />3/S" x 3-112" BOLT <br /> <br />SO LB. 2500 PSI <br />CONCRETE PRE-MIX <br /> <br />3" EXTRUDED ALUMINUM BAS <br /> <br />ALUMINUM POST AND BURIED FOOTING CONNECTION <br />SCALE: 1-112" = 1'-0" <br /> <br /> <br />POST IN CONCRETE <br />#40 BAR 12" LONG <br /> <br />POURED CONCRETE <br />(REFER TO TABLE 2.4) <br /> <br /> <br />( <br />o <br />~ <br />~ <br />~ <br /> <br />> <br />~"" <br /> <br />3" x 3" POST TURN BOLTED" T <br />ANCHOR RISER <br /> <br />2-3/4" x 2-3/4" x 2-1/2" LONG <br />x 1/S" TUBING <br />WELDED CONNECTION <br /> <br />FAS.TEN (SEE SECTION 9) <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />3-1/2" CONC. SLAB <br /> <br />.. POST MAY BE FILLET <br />WELDED DIRECTlY TO BASE <br />PLATE <br /> <br />ISOLATED FOOTING <br />SCALE: 3" = 1'-0" <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />SCALE: 3" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CML aI!;/NEER - DEVELOPMENr CONSut. TANT <br />P.O. BOX 4368, SOUTH DAYTONA,. FL 32121 <br />TElEPHONE (386) 7ffT~n4 <br />FAX (386) 7ffT~ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />2-22 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRI1TEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />