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��� <br />C�H <br />> Hx f/� <br />H Z� <br />�t H ?�' <br />"�U H'+J <br />y N C'~g" <br />� O t'7 <br />HC <br />O H <br />�/��g <br />y� V 7 <br />Cy� <br />HH <br />ti <br />H <br />c� C m <br />��� <br />Z H �n <br />y O fn <br />��6�Od�D <br />�,/�/,� ��:�fl:'i,, U�� FEB - 6 1991 <br />J1J�BROCKWAY � <br />........__ ..............._ _..__..............__......_ <br />CITY OF EVERETT �eU. 9.1991 <br />John and Gabi_na [Viltshire Public Works Dept. <br />3332 Nassau Avenue ,u,20.99005 <br />Everel.t, N"1. 9E3201 <br />Re: FoundaCion Work at Che above address and L'he noted lack. <br />of exi.sling tootings. <br />Drar John and Gabina <br />As requesCed I have visi.Ced the construcl:ion site and <br />r.onferred with Bit Jonr_s ot EvereCt Duilders on Chi.s maP.tcr. <br />I roncur wiLh his �nA your conclusi�n in snluCion nf t:hn <br />sihuation. 1'haL is, t,o proceed wi.th raisiny the building <br />enough t:o allow i:he entire toundation syslem to br_ replacrd <br />wi.Cli new tanrk, �nd Co do said worlc. 'Che Collowin9 is � <br />briet revieH of t.he Lindings and recommr_ndaCions: <br />1. buring the course ot excavai:ion/demol.ition work per Che <br />prepared drawings il: has been deCerm.ined that no <br />tool.ings now r_xist. 7'he only foundaCion strucCur� in <br />existenr.e are the [oundation WdI19 and pad LooCinys as <br />shown on shect #2 oI Che drawin9s• <br />2. There are Lhree options at thi.s poinC; <br />a. Procred wiCh Chr_ work pr_r plan. <br />b. Provi.de new footings and 1'@-IIRC Che exisCing <br />foundaCion wall sysl.em wil:h reE�airs per Che c+riqinal <br />plan Il.e. an "underpinning Cype ot ronstrucCion <br />3�i,��o���,� . <br />c, procr.ed with the overall work per Che plans buC <br />replace Che enCire f.omi�lati_on sysl:r_m. <br />As mention�d above I;hr_ tliird opCion has been selected <br />and I concur as the Arch.il:ecL' ot rr_cord. <br />3. Thr_ existing drawinqs have provided for LhiS evenCualiCy <br />�:liru 1.he rsravaCion/demolit:ion pe'ocess noCes, and Cl�e <br />perCinent foundaCion gysCem details. 9'hn_ wall detail <br />,or h.he new foundaCion sysCetn is the same as CLe <br />replacemenC areas deCail shown in I:he drawi.ngs. Rr_in- <br />forcemenC and connecLions remain the same and thr_ only <br />chanqe f.oreseen aC this time i.g to widr_n lhe f.00l:ing Co <br />24" i.n widCh. This would addreRs a mininnnn soiJ 6e�ri_ny <br />capaci.Py ot 1500pst fLhe original design was for a soil <br />bearing of 2000pgf). <br />William C. Brockway, Archilect <br />3216 Wetmore Ave., Everett, Washington 98201 <br />206-252•6II48 <br />