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<br />SECTION 2 <br /> <br />A TT ACHED & FREESTANDING COVERS AND. UTILITY SHEDS <br /> <br />~ <br />.~ <br />~ <br />~ ' <br />22 ' <br />X <br />L.U <br /> <br /> <br />SEE CONNECTION DET ALS <br /> <br />. l',;, <br /> <br />---- <br /> <br /> <br />- SEE CONfECTION DET ALS <br /> <br />~ <br />~ <br />~ l' <br /> <br />22 ' <br />X <br />W <br /> <br />12" X PAN (SEE TABLE) USE W <br />TO SELECT PAN FOR REOURED SPAN <br /> <br />W, VAAES <br /> <br />FOR FRONT BEAM USE L-W/2+OVERHANG <br /> <br />----- <br /> <br />PAN OR COM'OSITE ROOF PANEL <br />SEE SECTION 7 <br /> <br />TOP PLATE P.T, OR WITH VAPOR <br />BARRER AT ALUMINUM ROOF <br /> <br />2" X 4" LUt.BER TOP PLATE @ ROOF <br /> <br />2" X 2" )( 0.044' ALUMNJM OR <br />2" X 4" LUt.eER #2 SPF. (MIN.) <br /> <br />SHEA THNG: <br />7/16" O,SB. OR 1/2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR <br /> <br /> <br />SI-ED IS FRAMED WALL ATTACHED TO <br />HOST STRUCl1..ftE <br /> <br />ALl.J.1Nl.J.1 POST AND BEAM <br /> <br />SHEA THNG: <br />7/16" O.SB. OR 1/2" PLYWOOD WITH <br />STUDS 24" ON CENTER OR STRUCTURAL <br />GRADE TlERMAL PLY WITH STUDS AT <br />16' ON CENTER <br /> <br />2" X 4" PRE~ TREATED PLATE WITH <br />3/8" X 4-V2" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br /> <br />SEE SLAB DET ALS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br /> <br />t ANCHOR PANS TO HEADER CHANtEL WITH (3) #10 X V2" S.M.S, WI WAS/-ER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 X V2' SMS, W/ WASHER, <br />3, ANCHOR COLl.J.1N TO CONCRETE FLOOR WITH 2-V4' X 3" CONCRETE ANCHORS. <br />4. ANCHOR COLl.J.1N TO BASE PLATE WITH 1-1/4" S.S. BOLT <br /> <br />La wrence E. Bennett, P,E. <br />avL ENGI-EER - DEVELOPMENT COHSU. T ANT <br />P,O, BOX 04368, SOUTH DAYTONA, FL 32121 <br />l"ELJ:PHOtE (904) 787--4n-4 <br />FAX (904) 787-1S66Cl <br /> <br />SEAL <br /> <br />PAGE <br /> <br />40 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPAODUCED ... WHOLE OR N PART WTTliOUT T1-E WffTTEN PERt.tSSlON OF U. WRENCE e. BE/IfETT, P Eo <br />