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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL <br /> <br />I <br />~ <br /> <br /> <br />2" x 4" LUMBER TOP PLA TE WITH ROOf <br /> <br />w (.i 2" x 2" x 0.044" ALUMINUM OR <br />~ 2" x 4" AT 24" O.C. LUMBER <br />0 d <br />:r . <br />w V <br />-' ('oj <br />iD I- SHEA THING: 1/2" PLYWOOD OR <br />0 < <br />~ STRUCTURAl GRADE THERMAL PL Y <br /> VI <br />Cl CI WITH SIDING <br />z i2 <br />1= <br />VI VI <br />X .". <br />w <br /> " / 2" x 4" P. T.P. PLA TE w/ J/8" x <br /> ~ 4-1/2" CONCRETE ANCHORS <br /> <br />SEE CONCRETE DETAILS <br /> <br />SEE CONNECTION DETAIL <br /> <br />SECTION THROUGH UTILITY ROOM <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 />----.I <br /> <br />w <br />::l; <br />o <br />J: <br />w <br />-' <br />iD <br />o <br />:::E <br />Cl <br />Z <br />r- <br />VI <br />x <br />w <br /> <br />SHEA THING: 1/2" PLYWOOD OR <br />STRUCTURAl GRADE THERMAL PLY <br />WITH SIDING <br /> <br />"WI" VARIES <br /> <br />fOR fRONT BEAt.l 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 />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />NOTES: <br />1. ANCHOR PANS TO HEADER CHANNEL WITH (J) 110 x 1/2" S.t.l.S. W/ WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (J) 110 x 1/2" S,M.S. W/ WASHER. <br />J. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" x J" CONCRETE ANCHORS. <br />4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S,S. BOLT <br /> <br />. <br />, <br /> <br />LAWRENCE E. DENNETT, P.E. <br />ava ENGINEER oft DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH CM\YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FA)( , 1 (904) 767.6556 <br /> <br />o COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />'-.-/ <br /> <br /> <br />3 <br /> <br />40 <br />