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BUILD - 1483194
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BUILD - 1483194
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Entry Properties
Last modified
2/4/2013 2:10:24 PM
Creation date
9/2/2004 1:07:22 PM
Metadata
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Permits
Permit Address
265 DETROIT AV S
Permit City
Detroit
Permit Number
555-97-06806
Parcel Number
105E01CB06400
Permit Type
BUILD
Permit Doc Type
Permit Document
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MARION COUNTY BUILDING INSPECTION <br /> <br /> 3150 Lancaster Dr. N.E. · Suite C · Salem, Oregon 97305-1398 <br />Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br /> BI!ILDIMG PERMIT <br />DATE/TIME : 11/12/77 88:12 PERMIT MO : ?7-86886 <br />TYPE : Resident. addition/alteration STATUS : ISSUED <br />CLASS : ISSUED : 11/12/1997 <br />OCCUPANCY : R-3 TO EXPIRE : 85/11/1998 <br />t~ONSTRI;CT~OH = V-N PA~E 2 <br /> <br />PI.AN REVIEW CO~IMEN'FS AHD CONDITIOHS <br /> <br />It ~ .RFD ,~;i~TRACKR: Fro~qt: lPft: R:;~Jht: 5 ~(ea;': I5 Speciet: <br /> HEIGHT ~' ~" <br /> <br /> !. THiIS PlAN RFVIEW WAS COMPLETED BY DWALTERS ON 11/7/97. <br /> · % Approval of sub~it'ted plans is not an aoproval of ol,dssiom~ <br /> ~r'?yers~ghts by t!is off~i.:e o" o'f n~cbhplia~ce ~ith any <br /> ;mpL'~cab.[e reflu.l.~tions of U~cal ooW,?l'l]Ment. <br /> 3~ FLOOR SYS"EH FOR BOTTOM F[O'IR OiTS~DF 4X6~S REHOVED. UF'PER <br /> FiOOR CNANGED TO 2X18~S AT ~.4"0~C. AS PER PHONE CONVERSATION <br /> W~TH ~ARYL 8:17 11/7/~7,, <br /> 4. GRI')UNOING EI.ECTRr)OES. Wben co~r:ret~ r~inforcing b,~rs are <br /> ~ns~lled in concre¢e footi~'~gs, th~:, followinq re~uire~ents <br /> shall be ~et to provide for ;~ ~rounding elec~i"ode syster~: <br /> 1. U~coated No. 4 reinforci~g Ea~' ins'Jailed not less <br /> 28 feet in length encased w:i['b a ~inJ~ui,t of 2 inche~ of <br /> <br /> 2; A~ uncoated No. 4 r,,~infrn'c:i.~g hat s't'ubbed up at least <br /> 12 ~ches above the floor plate lioe and tiohtly attached to <br /> the ~'eil~forr:inq bar located in the forff':~.ng.~ The spliced lap <br /> o'f the staubbe~ up bar to the fo~tin~ sbaI1 be a ~ni~tti~ of <br /> 12 'J.~'~cbes. (See Section 4[~8.1...) [Jec. 483.4] <br /> 5. AC[':FPTAB][!TY. Thi~ plan review covers the addition to and/ <br /> or '~lter~tio~ of an ex~st'ing ~trurture. This review Js ~ot <br /> intended to p-~hibit the building J. nsFec'k'or fro~t ~"equ~sti~:~ <br /> an evaluation of the acceot~bili~y of existing structural <br /> Me,~bers that Msy appear t'~ b~ uns~,fe. Exist'i~a construction <br /> not ~pecifically detailed ~;'~ ~:he subMitS'ed pla~s and st~uc- <br /> rural calculations is beyond thf~ scope of this review. <br /> 6. LOT DRAINAGE. Lots shal'l be orovid~d with adequate drainaFiie <br /> <br /> [or ~ines~ walls m" (t'~r rhy,:~caL harriers prohibit <br /> 6 ~nches of fall within 1.~' feet~ drains o" o['her approved <br /> M~,~ns shell he providr~d to ensure pop, ii'ire dr~sinafle. <br /> [Sec. <br /> F'OIJNt)AT'[ON $(ZE. Fnot~n9 ;.~d FoLLnd,'~t:ir)n size i~llLni~/uP1 <br /> <br /> P'iom's &lu~!')o"~e{: Foo'?i.n~ Si~'e: ~"~l~ Wall Thickness <br /> ~ " 6" x" I2" 6" <br /> ' ~" 8" <br /> ~ 8" x ~8~ 1~" <br /> [Table <br /> ~. F]'N)SHED GRA~F. Foot~gs shgll extPnd not less than t2 <br /> 'i, ncn~s below the fi, oish n~u.nal grade. Foundation walls <br /> ~hell extend at least 6 inches aOove th~ finished grade <br /> adjac~ll~ to izhe foundation ,'~t ~1t points~ except 4 inches is <br /> ~].~[ow~d where Masol~ry vet'leeY' is LH~(~d~ [Fig. 483. Ia~ <br /> Seckion 4~4.1.3] <br /> 9. fROIIN~ CLEARANCE. Wnod joists or the botto~l of a wood <br /> structural Fl~o- c ose" 'l"~;~n '8 inr~es ~r wood ai"de"s <br /> (~]oseY ~h~n ~2 ~nches to exposed oroond :i. rl crawZ si)aces or <br /> unexcav~ted a~'e~s ?catted wit'fin ~'he o~rip~ery cf the <br /> b~?)dlng found,~t:!o~l sha)) bP pressure 'n"emted lu~qber. <br /> [~r:. ~2~.1 (I)] <br />~0,. UNDERFLOOR VENTILATION. Prov:ide ~t ~east one souare foot of <br /> u~derf~oor ventil.*¥~im'~ for each 1508 square fee~ of crawl <br /> sp.~ce 8re~. The openino~ shall be c~:~vered with 8 [or'rosiol: <br /> ~'esi~'~*~ ?ire ~,~sh. A~ l~a~t one ~uch ooeninq shall be <br /> prow. deal w~thin g fe(:,t of e~ch co~ner of the <br /> <br /> <br />
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