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CONSULTJNG c � c <br />DrJ Consulting, LLC <br />6300 Enterprise Lane <br />Madison, Wisconsin, 53719 <br />Nc: J1302328 MiTek 20/20 7.2 <br />I.:mcc I lon�c�� ;''_01 F <br />Tlic truss Jra�cing(s) rcicrcnccd hclu��� h:n�c bccn prcpamd b�� L)rJ Consulling. I.LC undcr m� �iircci supercision <br />b;ucd on thc p�ramctcrs providcd by ProBuild (Arlington WAI. <br />Pages or shcets covcrcd by this scal: IG6893� I ihrulG(893G7 <br />My license rene��nl datc for thc state of Washington is ��;�� � g, ?p�.�, <br />Important Notice. T�e acw�acy ol Ne Tmss Design Drew�ngs relies upcn <br />i;�cwmte melal plate connector Uesign values as publish ' by Ihe M19iTck <br />2 Accurate desipn values lor solid sawn lumber. Design vaWes (E, Emm. F4 Fc Gcperp, FI, antl Fv) for sohd sawn lumber and approvea. 9�a�e s:ampetl. <br />Im9er�oinled lurrber shall be as tlelined by Me e�rade s�amp prior to cro,s culLn9:m0 m acmraance xil� the Gi�6hshed valves ellumber mles wnt�ng agenaes <br />appioved b7 Rm Boa«t ol Review ol l�e Amencan Lumber Slondartls Comm�uee m accadarce •.vilh I�e Intest edeion ol ANSIriFI t Secbon 6 3 <br />�' I. - <br />. . ��)'�l:P:i OI.�.�:,-. <br />Ryan J. Dexter, P.E. <br />I hc scal on these'I russ Dcsien Drawings indicates acceptance of pro�ession:d enginecring rcsponsibilit}' fix the design <br />;issumptions as defincd on this truss design draa in�, solely for the iruss component(s') depictcd. l'he design assumptions, <br />loading conditions, suitability and use of ihis component f'or am p�rticular building is the responsibiliq of thc buildine <br />dcsiiner or o�+'ncr o(the trusscs, per ANSIiTPI I."1'hc responsibilitics and dutics of the ti uss designee truss design <br />cncinccr;ind truss m;muli�cltu'cr shall bc in accord ��'ilh ihc latcst cdition of ANSI%TPI I Chap�cr � unlcss othcn�isc <br />dclined b� .i contract �urccd upun b�� ih� p:�rlics im�ul��cd. <br />