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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />"." IS THICKNESS OF <br />REQUIRED POST <br /> <br /> <br />~ TOP OF GRADE <br /> <br />_______ 3" x 3" POST (SEE TABLE) <br />--- (2) 2" x 2" x "\" ANGLE OR <br />(1) U CHANNEL x "I' <br />318" x 3-1/2" BOLT <br /> <br />80 lB. 2500 PSI CONCRETE PRE-MIX <br /> <br />3" x 3" BASE <br /> <br />~ <br />M <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br />SCALE:. 1/2" = 1'-0" <br /> <br />f <br />" , <br />k:' <br />~~ <br /> <br /> <br />POST IN CONCRETE <br />#4121 BAR 12" lONG <br />POURED CONCRETE <br />(REFER TO TABL~2 . 4) <br /> <br /> <br />~ 3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br />2-314" x 2-314" x 2-112" <br />LONG x 118" TUBING <br />WELDED CONNECTION <br /> <br />FASTEN (SEE TABLE 2,5) <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />3-1/2" CONC, SLAB <br /> <br />ISOLATED FOOTING <br />SCALE: 112" = 1'-0" <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />SCALE: 1/2" = 1'_0" <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett. P.E. <br />CIVIl EM:JWEER. DEVELOPMENT CONSlI. rANT <br />P.O. BOX 4_. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (D04) 7e7~77. <br />FA.)( (104) 787-8558 <br /> <br />58 <br />SECTION 2 <br /> <br />e COPYRIGHT 1999 <br />NOT TO BE REPROOUCED IN WHOle OR tN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E. BENNEn. P E <br /> <br /> <br />----------------- <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />ANCHOR (SEE DETAil FOR PAN <br />OR COMPOSITE PANEl) <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2.3) <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2.1,1, TABLE 2.1,2 AND lOR TABLE <br />2,2.1, TABLE 2,2,2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4" = 1" <br /> <br />-- - -- - -- _. - - --- - - -- <br /> <br />en <br />w <br />ii: <br />;l: <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />SIDE <br />BEAM <br /> <br /> <br />@ <br /> <br />~ ANCHOR PER DETAIL FOR PAN OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2,3) <br /> <br />1 314" X 1 314" X 0,063" RECEIVING <br />CHANNEL THRU BOLTED TO POST <br />WI THRU BOLTS FOR SIDE BEAM <br />(SEE TABLE 2,3 FOR NUMBER OF <br />BOLTS) <br />CENTER NOTCH POST TO BEAM CONNECTION <br />SCALE: 114" = 1" <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2,1,1, TABLE 2,1,2 AND I OR TABLE <br />2,2,1, TABLE 2.2,2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />Clvrt ENGINEER - DEVELOPMENT CONSUl rANT <br />P.O. BOX 4368. SOUTH DAYTONA, Fl32121 <br />TElEPHONE (904) 767--4774 <br />FAX (904) 787-8558 <br /> <br />64 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO AF RFPROOUCF[) IN WHot F OR IN P4RT WITHOUT THE WRlnF;N PFRMI~S'OU OF I AWRfNr.F r RPINFTf, r> F <br />