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wo. <IU!)D <br />MPANY A <br />‘ <br />Lv '0 <br />0^ <br />ANNIVERSARYI <br />1998 <br />ideace) <br />renber 3, 2004 at <br />Btural asfieeta of a <br />project, h building <br />. dated October 1, <br />1. <br />lot, occupies a <br />il aeetlen in the wast <br />Access to view <br />'Ided through a <br />lor on the weet aide <br />ring area was limited, <br />foundation plate 4/Al <br />»e«r the rw comer <br />>e watt foundation <br />of non-uniform <br />ad ceaerata bleeka <br />ist configuration <br />1st joist parallel <br />Ro daiarmination <br />her piers and <br />Indicated 2” x I?** <br />t laaiinated beam. ( <br />ewed area. Based on <br />grate we, would <br />ewer addition. <br />ftp, soils <br />tin, fine loamy to <br />Ida soils are <br />To evaluate the <br />ft structure, a <br />ihin the interior <br />The dynamic cone <br />Nov. !). 2004 12:33PM Anchor Block NBI' \ir <br />M04 11/05 11: M PAI 5g06l{ IHSTAW TB3T1N6/ALLIBD No.P. i <br />0)002 0^0 <br />blow p« foot (BPF) otuidord pHiotootlon toll b“lJn,s?r <br />Dynamic Gone Penetrometer Test <br />Wf PfPth Ear-Blow Am. / M-Value gatiwated Load <br />S3« MH (13.2”) 14.5 14M / w-21 7000 PSP <br />Exterior and intaricr observations of the rasidanoa indioatad no <br />apparent structure, streas based on soil atrength or elements of <br />® toundntion or supporting structural mambers. fiblla <br />SOTO of the components, par plan 4/Al could be verified, many <br />oatails such as beam dimensic^s and supporting plars eeuld not be <br />fully a^rasaad during this l:)speetlon. Although the original (wast <br />•***?®J?‘* J® loading for the new constructiJn,aome sections of the foundation may lack uniform eapaclty and the <br />atruetural ^enents appe... to be leas substantial then thoae <br />observed wltUn the mer eas: addition. Ne would therefore <br />anticipate the xnstallation ot additional floor joists and supports <br />•• ■Ircadj recafnroended by tli0 contractor* * <br />In our opinion, based on the •iforemntioned test tad observations, <br />the si^grada soils below the residence would be expected to meet or <br />exceed the leadbaaring ragulremants for the proposed construction. <br />We would however raticipata tlie addition of aoma atruetural <br />alaments, primarily within the west section of the residence, as <br />part of the new oenstructlon. Also, we would recomnend a review by a <br />structural engineer os part of the overall constmetion plan. <br />Sincerely, <br />Instant Tasting Company <br />Gary Shindish <br />Senior Enginaaring/Inspacter <br />CC: Perry (Pax: ^52-473-3396) <br />#701 - 1 / #605 - 2 / #306 (1) OCP / #612 - 53