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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION 'DETAil (PAGE 6-13) <br /> <br /> <br />ld <br />"s <br />0 <br />T <br /> ..q- <br />t..J C'l <br />...J <br />en @ <br />0 V) <br />... ;~~ 0 <br />C) ::::) <br />I- <br />.:.... (/) <br />t,., <br />V) <br />>< ..q- <br />Ld X <br /> C'l <br /> <br /> <br />--------------- <br /> <br />2" x 4" LUMBER TOP PLATE WITH ROOF <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 4" @ 24" O,C. LUMBER <br /> <br />STRUCTURAL ,GRADE THERMAL PLY <br />WITH SIDING <br /> <br />2" x 4" P. T.P. PLATE WITH 3/S"x4 1 /2" <br />CONCRETE ANCHORS <br /> <br />SEE CONCRETE DETAILS <br />SECTION THROUGH UTILITY ROOM <br />SEE CONNECTION DETAIL (PAGE 6-13) <br /> <br />Ld <br />"';; <br />C:) <br />:,C: <br /> <br /> <br />12" x PAN (SEE CHARTS) USE 'w' <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />ld <br />hJ <br />co <br />o <br /> <br />:~ <br /> <br />() <br />;~ <br /> <br />"W," VARIES <br />FOR FRONT BEAM USE 'L'=W/2+0,H, <br /> <br />t., <br />t/J <br />;:< <br />L" <br /> <br />--------------- <br /> <br /> <br />SEE CONCRETE DETAILS <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 4" @ 24" O.C. LUMBER <br /> <br />STRUCTURAL GRADE: THERMAL PLY <br />WITH SIDING <br /> <br />SHED IS FRAMED WALL ATTACHED TO <br />HOST STRUCTURE <br /> <br />1/2" l-BOLTS FOR 2" x 4" P.T, PLATE <br />OR CONCRETE ANCHORS @ 4'-0" O,C. <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />I\OTES: <br /> <br />1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER. <br />2, ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 1/2" S.M.S. W/ WASHER. <br />'< ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS, <br />4, ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT <br /> <br />[b,@Wl1'@Ui)@@ C3c [;3@Ui)Ui)@1}1}g [;>D~D <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O, BOX 4368 S, DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 76/1--6556 <br /> <br />CS' COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E, BENNETT, P,E. <br /> <br />SECTION: 3 <br />PACE: 3b=~3 <br />