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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />2" x 4" LUMBER TOP PLA TE WITH ROOF <br /> <br /> '. <br /> '> <br />w <..i <br />::;: <br />0 ci <br />I <br />w ~ <br />-' '" <br />CD I- <br />0 <<: <br />~ <br />0 Vl <br /> 0 <br />Z ~ <br />1= I- <br />Vl Vl <br />X ~ <br />w <br /> )( <br /> N <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 4" AT 24" O.C. LUMBER <br /> <br />SHEA THING: 1/2" PLYWOOD OR <br />STRUCTURAL GRADE THERMAL PLY <br />WITH SIDING <br /> <br />/ <br /> <br />2" x 4" P. T.P. PLATE w/ 3/8" x <br />4-1/2" CONCRETE ANCHORS <br /> <br />SEE CONCRETE DETAILS <br /> <br />SECTION THROUGH UTILITY ROOM <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />12" x PAN (SEE CHARTS) USE 'W' TO <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 4" AT 24" O.C. LUMBER <br /> <br />w <br />~ <br />o <br />I <br />w <br />-' <br />CD <br />o <br />~ <br />o <br />Z <br />1= <br />VI <br />X <br />w <br /> <br />SHEA THING: 1/2" PLYWOOD OR <br />STRUCTURAL GRADE THERMAL PLY <br />WITH SIDING <br /> <br />"W'" VARIES <br /> <br />FOR FRONT BEAM USE 'L'=W/2+0.H. <br /> <br />SHED IS FRAMED WALL ATTACHED TO <br />HOST STRUCTURE <br /> <br />/ <br /> <br />1/2" L-BOlTS FOR 2" x 4" P.T. PLATE <br />OR CONCRETE ANCHORS AT 4'-0" O.C. <br /> <br />SEE CONCRETE DETAILS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />NOTES: <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 />3. 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 />LAWRENCE E. BENNETT, P.E. <br />crvn.. ENGINEER &: DEVELOPMENT CONSUITANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX 1/1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />3 <br />40 <br />