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<br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />o <br />:J <br />~ <br />fIJ <br />I- <br />fIJ <br />~ <br />~ <br />22 <br />~ <br /> <br />fIJ <br />~ <br />> <br /> <br />t WI' -1 <br /> <br />ROOF CONNECTION DET ALS <br />SEE SECTION 7 <br /> <br />SECTION 2 <br /> <br />ANCHOR WITH !-EADER CHANEl.. <br /> <br /> <br />WOOD FRAW: SI-ED WITH 2 x 4 <br />PRESSURE mEA TED PIE PLATE <br />ANCHQFED TO CONCRETE WITH <br />V4. CONCRETE FASlEN:RS AT <br />4'-0. O.C. <br /> <br />W>-SPAN BEAM SELECT L FROM <br />TABLE 2.1 <br /> <br />FRONT WALL BEAM SB..ECT L FROM <br />TABLE 2.3 <br /> <br /> <br />SHAom TYPE I <br />DENOTES NTERIOR POST MAX. <br />ROOF AREA SEE TABlE 2.2 <br /> <br />SHADING TYPE I DENOTES EXTERIOR <br />POST ROOF AREA SEE TABlE 2.2 <br /> <br />MNNUM3.x3.x~~.~ <br />BOLTED TO !-EADER POST ANCHOR <br />TO CONCRETE SEE DET AL REcu:u:D <br />POST TYPICAL <br /> <br />J <br /> <br />W 11 <br /> <br />1 W/2 + OJ-!. <br /> <br />W <br /> <br />DOUBLE CARPORT WITH CENTER POST <br /> <br />w <br /> <br />~ <br /> <br />:J <br />~ <br />fIJ <br />I- <br />fIJ <br />~ <br /> <br /> <br />MD-SPAN BEAM SM'LE SPAN <br />TABlE 2.1 <br /> <br />ROOF PANELS <br />SEE SECTION 7 <br /> <br />POST TO BEAM SB.ECT FROM <br />TABLE 2.3 <br /> <br />POST SIZE AN> SPACHG <br />SEE TABLE 2.2 <br /> <br />1=* <br /> <br />3-1/2. 2500 P.S.L CONCRETE SLAB <br />WITH 6 x 6 WB.DED \WlE W:SH <br />OR FIBER MESH CONCRETE OVER <br />VAPOR BARRER <br /> <br />J <br /> <br />VARES - <br /> <br />SECTION THROUGH CARPORT <br /> <br />Lawrence E. Bennett, P.E. <br />CtVl. ENGIoEEFI - DEVaOf'M:HT CONSlA.. TANT <br />P.O. BOX 4368, SOU'Tll DAYTONA, FL 32121 <br />TElEPHOtE (904) 787-4714 <br />FAX (904) 787-8558 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED tl WHOLE OR tl PART WffiIOUT TIE WRITTEN PERMISSION OF LAWRENCE E. ae.tETT, P.E. <br /> <br />PAGE <br /> <br />37 <br />