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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />2" x 4" LUMBER TOP PLATE WITH ROOF <br /> <br />w U 2" x 2" x 0.044. ALUMINUM OR <br />::::; <br />a ci 2" x 4" AT 24. O.C. LUMBER <br />I <br /> . <br />w v <br />-' C'l <br />CD f- <br />a 4: SHEA THING: 1/2" PLYWOOD OR <br />::It STRUCTURAL GRADE THERMAL PL Y <br /> Vl <br />Cl Cl WITH SIDING <br />z :::l <br />i= f- <br />Vl Vl <br />X .v <br />w <br /> )( / 2" x 4" P. T.P. PLATE w/ 3/8" x <br /> . 4-1/2" CONCRETE ANCHORS <br /> C'l <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 />::It <br />a <br />I <br />w <br />-' <br />CD <br />a <br />::It <br />Cl <br />z <br />i= <br />Vl <br />x <br />w <br /> <br />SHEA THING: 1/2" PLYWOOD OR <br />STRUCTURAL GRADE TliERMAL PLY <br />WITH SIDING <br /> <br />"Wl" VARIES <br /> <br />FOR FRONT BEAM USE 'L''''W/2+0.H. <br /> <br />SHED IS FRAMED WALL ATIACHED TO <br />HOST STRUCTURE <br /> <br />1/2" L-BOLTS FOR 2" x 4" P.T. PLATE <br />OR CONCRETE ANCHORS AT 4'-0" D.C. <br /> <br />/ <br /> <br />SEE CONCRETE DETAILS <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />NOTES: <br />1. ANCHOR PANS TO HEADER CHANNEL WITH (3) 110 x 1/2" S.M.S. W/ WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) 110 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 />ClVll. ENGINEER &: DEVELOPMENT CONSUcrANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONe 1 (004) 767-4n4 <br />FAX , 1 (904) 767-6556 <br /> <br />e COP, RIGHT, 1006 <br />NOT T( BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />J <br /> <br />J <br /> <br />, <br />'-../ <br /> <br />. <br /> <br />3 <br />40 <br />