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<br />A iT ACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL (PAGE 6-13) <br /> <br /> <br />2" x 4" LUMBER TOP PLATE WITH ROOF <br />~ , . <br /> <br />Ld <br />:2 <br />CI <br />I <br /> -q- <br />uJ N <br />_I <br />(0 @ <br />e, V) <br />:2 0 <br />(.';, :::> <br />z l- <br />V) <br />t- <br />(/., "-q- <br />X <br />W X <br /> N <br /> <br />2" x 2" x 0,044" ALUMINUM OR <br />2" x 4" @ 24" O.C. LUMBER <br /> <br />STRUCTURAL GRADE THERMAL PLY <br />WITH SIDING <br /> <br />--------------- <br /> <br /> <br />2" x 4" P. T.P. PLATE WITH 3/8"x4 1 /2" <br />CONCRETE ANCHORS <br /> <br />SEE CONCRETE DETAILS <br />SECTION THROUGH UTILITY ROOM <br />SEE CONNECTION DETAIL (PAGE 6-1.3) <br /> <br /> <br />w <br />:2 <br />o <br />:.r: <br /> <br />12" x PAN (SEE CHARTS) USE 'w' <br />SELECT PAN FOR REQUIRED SPAN <br /> <br />2" x 2" x 0.044" ALUMINUM 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-BOLTS FOR 2" x 4" P. T. PLATE <br />OR CONCRETE ANCHORS @ 4'-0" O.C. <br /> <br />W <br />-l <br />m <br />o <br />:2 <br /> <br />"W," VARIES <br />FOR FRONT BEAM USE 'L'=W/2+0,H. <br /> <br />0- <br />Z <br />I- <br />if) <br />X <br />LL <br /> <br />, <br />I <br /> <br /> <br />--------------- <br /> <br />NCTES: <br /> <br />SEE CONCRETE DETAILS <br />UTILITY SHED AND CARPORT WALL SECTION <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 BASE PLATE WITH 1-1/4" S.S. BOLT <br /> <br />[b@WO"@[]i)@@ ~a m@[]i)[]i)@ililo !?al3a <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O. BOX 4.368 S. DAYTONA. FLORIDA .32121-4.368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 76?--6556 <br /> <br />'-' <br /> <br />@ ',:OPYRIGHT. 1995 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />5ECTIOI--J: 3 <br /> <br />PACE:: 31b~'~3 <br /> <br />-43- <br />