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<br />A 1'1' ACHED ALUMilNlUM COVERS <br /> <br />SEE CONNECTION DETAIL (PAGE 6-13) <br /> <br /> <br />2" x 4" LUMBER TOP PLATE WITH ROOF <br />/ <br /> <br />LJ...I <br />-, <br />C) <br />::r: <br /> -.r <br />Li..1 N <br />_hi <br />m @ <br />0 (/) <br />--- 0 <br />(') ::> <br />2" l- <br />(/) <br />f----' <br />VI <br />/' -.r <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 />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 6-13) <br /> <br /> <br />w <br /> <br />;~ <br />o <br />J: <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 FOF<~ 2" x 4" P.T. PLATE <br />OR CONCRETE ANCHORS @ 4'-0" O.C. <br /> <br />Ld <br />..,J <br />co <br />o <br /> <br />:~ <br /> <br />"W," VARIES <br />FOR FRONT BEAM USE 'L'=W/2+0.H, <br /> <br />(:) <br /> <br />::~ <br /> <br />r'" <br />VI <br /> <br />><" <br /> <br />Ld <br /> <br /> <br />SEE CONCRETE DETAILS <br /> <br />1\OTES: <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 />':', 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 />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />[1~w(j'@[JO@@ l30 rn@[JO[JO@{1{1g [;)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) 76?-6556 <br /> <br />,-' <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: 3b=~3 <br /> <br />-43- <br />