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HomeMy WebLinkAboutPermit Correspondence 1994-03-08March 8,I994 To Whom it May Concern: I, Tim D. Burse11, installed sheetrock at 7277 Glaci-er, Spring- field 0regon in January of 1994. I guaranLee thaL all maLerial and work performed on sheetrock is up to U.B.C. and C.A.B.0. codes. All material and drywall is guaranteed for L2 months. Tim D. Bursell Drywall 38143 Adair Frontage RD. Corvallis, 0R 97330 work#990 -2351 home#7 45-6307 license# 88626 9th March 1994 ti0TiiltY t']UlLlC C0l,itilSSt0l'l E,f iRES 1-11- OFFICIA!. $EAL LUC[i-tH Sil:iffi IlICTARY |?USL!C'C;:EOON cci,{}i,s$i*t{ po. s3c{:,06 MtY COtJt[i:SStS.,r tr\HnES JAN. 11, t9g8 ll 6. Engi 1L 17 I :4 FFir_1|,l EF:gf.t,-tH Et lr:i I l.tEEFt i I tr_]Tr_l :lFFLII F rrl t[' [, Bnanch neening 19 August 31O Nonrh Sch Street Tom Marx ?Onrnefietd, Onegon 97427 City of Springn.ra tssl 74a{lEl37 11air"irg;;J'ilriop."n, FAX [so3) 746€38s 225 Norttr Fifth Springfield, OR 97477 Re: Foundation,ou,,K??ilffi{fr*"*e Hilrs. we have inspected the above sites andfr"H"rfi E Sm^r?r',::A*e,rar seeps underthe proposed house location' ro prepare the site for construction, and to protect the house fromsoil-induced stess, we recommend the following: I 2 J 4 5 Eisting seeps are trenched to drain on the downhill side of the house pad site. Thetrenches shourd be formed in a wide'v'-appro*irn"te1y Ig,,deep at the base and 4g,,wide at the top. They should srope to drain it not r.r, irr"r, z% (L/4- per ft.) The trenches should be bacldrlled, and the entire pad site filled to a depttr of l2,,,using3/4" -(0) or l" -(0) crushed quar{yioct. The entire pad shouid then be rolled, using a fully-loaded rock truck or 12-ton ratedroller compactor, making multiple passes untit maximum consolidation is reached. A proofing roll wiil.be observed by a representative of the engineer,s office, and aninspection report will be sent to metity. The perimeer foundations shall be reinforced 3ccordrlg to the attached drawing. Thegarage floor slab shan be reinforced using #4 u-s aD?. o.c. each way, ar mid depthof slab' The reinforcing shall be tied in plice, using 'dobies" or other ,*16 of ensuringproper placement. The floor system using post-and-beam should be changed to a joist system with stripfootings, or the piers foithe post-and-beam be insaued? g" x 12, strip footings, with(l) #4 bar at the centerline of-the footing. This will control differential movemenr in the.floor system. TRANSPORTAT1ON ClVIL SL,,FIVEYING