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<br />A TT ACHED ALUMINUM ClOVERS <br /> <br />SEE CONNECTION DETAIL (PAGE 6-13) <br /> <br /> <br />2" x 4" LUMBER TOF' PLATE WITH ROOF <br /> <br />w U <br />L 0 <br />0 <br />:r <br /> -q- <br />w N 2" x 2" x 0.044" ALUMINUM OR <br />.-J <br />m @ 2" x 4" @ 24" O,C. I_UMBER <br />0 (f) <br />L 0 <br />C) :::> STRUCTURAL GRADE THERMAL PLY <br />t- <br />z (f) WITH SIDING <br />f= <br />(f) <br />X -q- <br />w x 2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2" <br /> N CONCRETE ANCHORS <br /> <br /> <br />--------------- <br /> <br />SEE CONCRETE DETAILS <br />SECTION THROUGH UTILITY ROOM <br />SEE CONNECTION DETAIL (PAGE 6-13) <br /> <br /> <br />w <br />L <br />o <br />:r <br />w <br />.-J <br />m <br />o <br />L <br /> <br />C) <br />z <br />f= <br />(f) <br />x <br />w <br /> <br />12" x PAN (SEE CHARTS) USE 'w' <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />2" x 2" x 0.044" ALLMINUM OR <br />2" x 4" @ 24" O.C. LUMBER <br /> <br />STRUCTURAL GRADE THERMAL PLY <br />WITH SIDING <br /> <br />SHED IS FRAMED WALL ATTACHED TO <br />HOST STRUCTURE <br /> <br />1/2" L-BOL TS FOR 2" x 4" P. T. PLATE <br />OR CONCRETE ANCHOF':S @ 4'-0" O.C. <br /> <br />"w 1" VARIES <br />FOR FRONT BEAM USE 'L'=W/2+0.H. <br /> <br />--------------- <br /> <br /> <br />SEE CONCRETE DETAILS <br /> <br />NOTES: <br /> <br />1. ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2" S.M.S. W/ WASHER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 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 8ASE PLATE WITH 1-1/4" S.S. 80L T <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />[h,&)w[]'@O'O@@ @:o W@O'OO'O@1J1Jg J})o@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O, BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P,E, <br /> <br />SECTION: 3 <br />PAGE: 31b=~3 <br /> <br />-43- <br />