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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 />~ 2" x 4" AT 24' O.C. LUMBER <br />0 ci <br />:x: <br />w '..t- <br />-' N <br />iD I- SHEATHING: 1/2" PLYWOOD OR <br />0 -< <br />~ STRUCTURAL GRADE THERMAL PLY <br /> Vl <br />Cl 0 WITH SIDING <br />z ::l <br />;:: l- <br />ll) lI) <br />x . <br />w ..,. <br /> x / 2" x 'I" P. T.P. PLATE w/ 3/8" x <br /> . 4-1/2' CONCRETE ANCHORS <br /> N <br /> <br />SEE CONCRETE DEl AILS <br /> <br />SECTION THROUGH UTILITY ROOM <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />12' x PAN (SEE CHARTS) USE 'V(' TO <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 'I" AT 24" O.C. LUMBER <br /> <br />w <br />~ <br />o <br />:x: <br />w <br />-' <br />iD <br />o <br />~ <br />Cl <br />Z <br />;:: <br />lI) <br />x <br />w <br /> <br />SHEATHING: 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 />1/2" L-BOLTS FOR 2" x 4" 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 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 />CIVIL ENGINEER &: DEVELOPMENT CONSUI.:rANT <br />P. O. BOX 4368 SOUTH DAYTONA. Fl32121 <br />PHONE 1 (904) 767-4n4 <br />FAX II 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />J <br /> <br />J <br /> <br />'-'" <br /> <br />3 <br />40 <br />