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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 O.OH" ALUMINUM OR <br />:::ii 2" x 4" AT 24" O.C. LUMBER <br />a d <br />:I: <br /> . <br />w v <br />-' N <br />in I- 1/2" PLYWOOD OR <br />a <( SHEA THING: <br />:::ii STRUCTURAL GRADE lliERMAL PLY <br /> III <br />Cl 0 WITH SIDING <br />z :J <br />i= I- <br />III III <br />X ~ <br />w <br /> x / 2. x 4" P.T,P. PLATE w/ 3/8" x <br /> ~ 4-1/2" CONCRETE ANCHORS <br /> <br />SEE CONCRETE DET~LS <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 2.." O.C, LUMBER <br /> <br />w <br />:::ii <br />a <br />J: <br />w <br />.... <br />in <br />a <br />:::ii <br />Cl <br />z <br />i= <br />111 <br />X <br />W <br /> <br />SHEA lliING: 1/2" PLYWOOD OR <br />STRUCTURAL GRADE THERMAL PLY <br />WITH SIDING <br /> <br />"W'" VARIES <br />fOR fRONT BEAM USE 'L'=W/2+0.H. <br /> <br />SHED IS fRAMED WALL, ATTACHED TO <br />HOST STRUCTURE <br /> <br />1/2" L-BOLTS fOR 2" x ... P.T. PLATE <br />OR CONCRETE ANCHORS AT 4'-0" O.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 Willi 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 />CIVR. ENGINEER &t DEVELOPMENT CONSULTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHOHE 1 (904) 767-4n4 <br />FAX . 1 (904) 767-6556 <br /> <br />C COPlRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />I <br />.J <br /> <br />...J <br /> <br />'-..-/ <br /> <br />3 <br />40 <br />