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SECTION 2 AITACHED & FREESTANDING COVERS AND UTILITY SHEDS ---------------- ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2 . 3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND lOR TABLE 2.2.1, TABLE 2,2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO. BEAM CONNECTION SCALE: 114" = 1" ---------------- 1 314' x 1 314" x 0.063' RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2,3 FOR NUMBER OF BOLTS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" ROOF PANEL SEE SECTION 7 SlOE BEAM ANCHOR PER DETAil FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 ANDIORTABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT Lawrence E. Bennett, P.E. CMI. EHGIHl!IiR. ~Of'IlENT CONSUL TANT P.O. BOX _ lIOUTH DAYTONA. FL 32'2' 1El.EPHONE ~ITI7-4174 FAX~11I7_ SEAl. PAGE 64 SECTION 2 C COPYRIGHT'_ NOT TO BE REPRollUCEO IN WHOLE OR IN PART WIT1lOUT THE ~ PERMISSION OF LAWRENCE E.IIENNETl. P.E, ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS T IS THICKNESS OF REQUIRED POST r ~ i= ! TOP OF GRADE ~ 3" x 3' POST (SEE TABLE) (2) 2" x 2' x .," ANGLE OR (1) U CHANNEL x"'" 318' x 3-112" BOLT 80 LB, 2500 PSI CONCRETE PRE.MIX 3' x 3" BASE S:! ;.i; 16" ! ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION SCALE: 112" = 1'.0' POST IN CONCRETE #40 BAR 12" LONG POURED CONCRETE (REFER TO TABLE 2.4) ~. 3'x 3' POST TURN BOLTED TO ANCHOR RISER 2-314' x 2-314' x 2-112' LONG x 118' TUBING WELDED CONNECTION FASTEN (SEE TABLE 2 , 5) 12' x 12" x 114" PlATE 3-112" CONC, SLAB ISOLATED FOOTING SCALE: 112' = 1 '_0" BASE ANCHOR CONNECTOR FOR POST TO SlAB CONNECTION SCALE: 112' = 1'.0' Lawrence E. Bennett, P.E. eM. _ - DE>a.Of'IlENTCONSULTANT P.O. BOX 4_lIOUTH DAYTONA. FL 32'2' TELE_~)1I7-4174 FAX~11I7_ SEAl. PAGE 58 CI COPYRIGHT'_ NOT TO BE REPROOUCEO IN WHOlE OR IN PARt ,WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE