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HomeMy WebLinkAboutApproved Engineer Drawing with Electronic SignatureDRAFTING SERVICESDATESCALEDRAWNJOBSHEETOFSHEETSREVISIONSBYCAD-CON DESIGNDRAFTING SERVICES411@CadConDesign.comwww.CadConDesign.ComFort Pierce & Stuart, FL(772)408-81755966 Graham Rd Fort Pierce, FL 34947ATF-GAZEBO00111-9-202011-9-20201'11222233330.2h0.6h0.6h0.6hELEVATIONhPLANh55544Gable and Flat Roofs3ePLANaaaa2n3r12e2r2n3e3r3r2n3e12r2e2n3r3eWallsBELEVATIONhB33332e2e2e2e2r2r1111aaaa7º <Gable and Flat Roofs7º <Hip RoofsELEVATIONhaPLAN5For SI:1 foot = 304.8 mm, 1 degree = 0.0175 rad.Note: a = 4 feet in all cases.FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES20'-10"15'-1058"2'-0" MAX TYP.2X4 #2 SP PURLIN2X6 #2 SP ROOFJOIST(2) 2X10 BEAMBELOWPOST TO POSTTYP2'-0" MAX TYP.4X4 PT POSTW/ 12"X24" POST FOOTINGMIN 2500 PSI CONCRETE2'-0"1'-0"4X4 PT POSTW/ 12"X24" POST FOOTINGMIN 2500 PSI CONCRETEA0012000 PSFASSUMED SOIL PRESSURE2X10 BEAMBELOWPOST TO POSTTYP(2)2X10 RIDGEBEAM6'-312"6'-0"6'-0"12'-312"12'-0"Paul WelchDigitally signed by Paul Welch Date: 2022.01.31 11:31:24 -05'00' DRAFTING SERVICESDATESCALEDRAWNJOBSHEETOFSHEETSREVISIONSBYCAD-CON DESIGNDRAFTING SERVICES411@CadConDesign.comwww.CadConDesign.ComFort Pierce & Stuart, FL(772)408-81755966 Graham Rd Fort Pierce, FL 34947ATF-GAZEBO00211-9-202011-9-20202'-0"1'-0"18'-0"12'-0"6'-0"6'-312"6'-0"7'-0"5V CRIMP METAL ROOFING SYSTEMNOA No.: 18-0313.02Expiration Date: 06/29/23(2) 2X10 BEAMPOST TO POST9'-1018"4X4 PT POSTW/ 12"X24" POST FOOTINGMIN 2500 PSI CONCRETE4X4 PT POSTW/ 12"X24" POST FOOTINGMIN 2500 PSI CONCRETE7'-0"58" THRUBOLTS12" LAGBOLTTYPH2.5A@EACH JOISTTO BEAM58" THRUBOLTSLSTA18@ EACH CORNERLUS26@ EACH JOISTTO RIDGE BEAM