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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 c..i 2" x 2" x 0.044" ALUMINUM OR <br />:::;; <br />0 ci 2" x 4" AT 24" O.C, LUMBER <br />I <br />w '", <br />.J N <br />in .... <br />0 <( SHEA THING: 1/2" PL YWOOO OR <br />:::;; <br /> Vl STRUCTURAL GRADE THERMAL PLY <br />C) Cl WITH SIDING <br />z ::) <br />i= .... <br />Vl Vl <br />X .", <br />w <br /> x / 2" x 4" P,T.P, PLATE w/ 3/8" x <br /> . 4-1/2" CONCRETE ANCHORS <br /> N <br /> <br />SEE CONCRETE DETAILS <br /> <br />SECTION THROUGH UTILITY ROOM <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />2" x 2" x 0.044" ALUMINUM OR <br />2" x 4" AT 24" O.C. LUMBER <br /> <br />12" x PAN (SEE CHARTS) USE 'W' TO <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />w <br />:::;; <br />o <br />I <br />w <br />.J <br />in <br />o <br />:::;; <br />C) <br />Z <br />i= <br />Vl <br />X <br />w <br /> <br />SHEATHING: 1 /2" PLYWOOD OR <br />STRUCTURAL CRADE THERMAL PLY <br />WITH SIDING <br /> <br />"W'O VARIES <br /> <br />SHED IS FRAMED WALL ATTACHED TO <br />HOST STRUCTURE <br /> <br />FOR fRONT BEAM USE 'L'=W/2+0.H, <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) '10 x 1/2" 5,101.5. W/ WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) ,'0 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 1-1/40 S,S, BOLT <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER '" DEVELOPMENT CONSUJ.:rANT <br />P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 <br />PHOtlE 1 (904) 767-4n4 <br />fAX' 1 (904) 767-6556 <br /> <br />Q COP !RIGHT, 1996 <br />NOT n' BE REPRODUCED IN WHOLE OR IN W\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />J <br /> <br />J <br /> <br />, <br />-......./ <br /> <br />3 <br />40 <br />