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<br />ATTACHED ALUMINUM COVERS <br /> <br />SEE CONNECTION DETAIL <br /> <br /> <br />2. . ... LUMBER TOP PLATE WITH ROOf <br /> <br />w 0 2. x 2- x 0.0"". ALUMINUM OR <br />::li 2. x ..- AT 24. O.C. LUMBER <br />a 0 <br />J: <br /> . <br />.... . <br />...J "" <br />iii ~ SHEAlliING: 1/2- PLYWOOD OR <br />a < <br />::li STRUCTURAL GRADE lliERMAL PLY <br /> I/) <br />C> 0 WITH SIDING <br />z ::l <br />1= ~ <br />I/) III <br />x . <br />w ..,. <br /> .. / 2. x 4- P. T.P, PLATE wI 3/8. II <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 />12. II PAN (SEE CHARTS) USE 'y( TO <br />SELECT PAN fOR REQUIRED SPAN <br /> <br />2. II 2. II 0.0""- ALUMINUM OR <br />2. . ... AT 24. O.C. LUMBER <br /> <br />w <br />~ <br />a <br />J: <br />.... <br />...J <br />iii <br />a <br />::li <br />C> <br />z <br />1= <br />I/) <br />x <br />w <br /> <br />SHEAlliING: 1/2. PLYWOOD OR <br />STRUCTURAL CRADE THERMAL PLY <br />Willi SIDING <br /> <br />-W'- VARIES <br /> <br />fOR FRONT BEAM USE 'L'..w/2-tO.H. <br /> <br />SHED IS fRAMED WALL ATTACHED TO <br />HOST STRUCTURE <br /> <br />1/2- L-BOLTS fOR 2. II 4. P.T. PLATE <br />OR CONCRETr ANCHORS AT 4'-0" D.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) lID II 1/2- 5.101.5. WI WASHER. <br />2. ANCHOR PANS TO ROOf BEAMS WITH (3) lID II 1/2. 5.....5. WI WASHER. <br />J. ANCHOR COLUMN TO CONCRETE fLOOR Willi 2-1/4. . r CONCRETE ANCHORS. <br />4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4- 5.S. BOLT <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ovn. ENCllNEmt .I'< DfiVELOPMI.iNl' CONsucrANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />,-.; 1 (904) 767-4n4 <br />fAX . 1 (904) 767-<<15511 <br /> <br />G COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />J <br /> <br />J <br /> <br />0....../ <br /> <br />3 <br />40 <br />