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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />w <br />~ <br />o <br />I <br /> <br />c.j <br />ci <br /> <br />. <br />..,. <br />N <br />~ <br />-< <br />VI <br />o <br />i? <br />VI <br /> <br />2" x ." LUMBER TOP PLAlt WITH ROOF <br /> <br />2" x 2" x 0.04." ALUMINUM OR <br />2" x 4" A1 24" O.C. LUMBER <br /> <br />SHEATHING: 1/2" PLYWOOD OR <br />STRUClURAL GRADE THERMAL PLY <br />WHH SIDING <br /> <br />. <br />N <br /> <br />/ 2" x 4" P.T.P, PLAlt w/ 3/8" x <br />4-1/2" CONCRElt ANCHORS <br /> <br />SEE CONCRElt DETAILS <br /> <br />SECTION THROUGH UTILITY ROOM <br /> <br />2" x 2" x 0.0<<" ALUMINUM OR <br />2" x .," AT 24" O.C. LUMBER <br /> <br />SHEA n-tING: 1/2" PLYWOOD OR <br />STRUCTURAl GRADE n-tERMAL PLY <br />Wln-t SIDING <br /> <br />SHED IS FRAMED WALL An ACHED TO <br />HOST STRUCTURE <br /> <br />1/2" L-BOLlS FOR 2" x .." P.T. PLATE <br />OR CONCRETE ANCHORS AT "'-0" O.C. <br /> <br />SEt CONCRElt DETAILS <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />NOltS: <br />1. ANCHOR pANS TO HEADER CHANNEL Wln-t (3) ;10 x 1/2" S.U.S. W/ WASHER. <br />2. ANCHDR PANS TO Roar BEAMS Wln-t (3) liD x 1/2" S.U.S. W/ WASHER. <br />3. ANCHOR COLUMN TO CONCRElE FLOOR Wln-t 2-1/4" x 3" CONCRETE ANCHORS. <br />4. ANCHOR COLUMN TO BASE PLAlt W1n-t 1-1/4" S.S. BOLT <br /> <br />LAWRENCE E. BENNEn~ V.Ii;. <br />aVtt. IiNOINEIlR . DBVBl.OPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH DAYTONA, F=l S2121 <br />pHOIIE 1 (904) 781-4n4 <br />FAX. 1 (904) 767-8558 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO aE REPRODUCED IN WHOLE OR IN r;.RT WITHOUT WRITTEN PERMISSiON F=RoM LAWFlENCE 1:, bENNEn P.I:. <br /> <br /> <br />~ <br />ffi <br />o <br />:2 <br />C) <br />z <br />1= <br />VI <br />X <br />w <br /> <br />~ <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />12" x PAN (SEE CHARTS) USE 'y( TO <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />W <br />::I <br />o <br />I <br />W <br />..J <br />ffi <br />o <br />~ <br />C) <br />z <br />1= <br />VI <br />X <br />w <br /> <br />_______________ "WI" VARIES ----.---.--..- <br /> <br />FOR FRONT BEAM USE 'L'=w/2+0.H. <br /> <br />/ <br /> <br />.J <br /> <br />J <br /> <br />0' <br />J <br /> <br />3 <br />40 <br />