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<br />SECTION 2 <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 />COLUMN NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4." ,. <br /> <br />---------------- <br /> <br />(/) <br />w <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />SlOE <br />BEAM <br /> <br /> <br />ANCHOR PER DETAIL FOR PAN OR <br />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 />COLUMN NOTCHED TO SUIT <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." ,. <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl. mGINI!m - Da'ROf'IIEHT COHSUl TANT <br />P,O, BOX 4381. SOUTH OAYTONA, Ft 32... <br />TELEPHONE (804)1ll1-4n4 <br />FAX(80411ll1~ <br /> <br />64 <br />SECTION 2 <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPROOUCED IN WHOlE OR IN PART wmlOUT TllE WRITTEN PERMS8KlN OF LAWRENCE E, BENNETT. P,E, <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />.t. IS THICKNESS OF <br />REQUIRED POST <br /> <br />r <br />~ <br /> <br />t= <br />! <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 .t. <br />318. x 3-112" BOLT <br />80 LB. 2500 PSI CONCRETE PRE-MIX <br /> <br />3. x 3. BASE <br /> <br />~ <br />;.;; <br /> <br />16. <br /> <br />! <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br />SCALE: 112. = 1'-0. <br /> <br /> <br />POST IN CONCRETE <br />#4" BAR 12. LONG <br />POURED CONCRETE <br /> <br />(REFER TO TABLE 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 />3-112. CONe. SLAB <br /> <br />ISOLATED FOOTING <br />SCAlE: 112." 1'-0. <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />SCALE: 112. = 1'-0. <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl. ENGINEER - Da'R0f'MEHT CONSUl TANT <br />P,O, IIOX _ SOUTH OAYTONA, Ft 3212. <br />TElEPHONE (104)1ll1-4n4 <br />FAX (804) 1ll1.e5!1l1 <br /> <br />58 <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOlE OR: tN PART ~ntOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE <br />