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HomeMy WebLinkAboutPermit Building 2003-4-16 rj Apr-16-2003 12:58pm . From-K & A Ensinserini, Inc. +541-684-9358 T-1S7 P 001/005 F-607 II ';F a enginrrring It " A Engineering, Inc. P.O. Box 23824, Eugene, OR 91402 621 Market St., SUite e, Eugene, OR 17402 (541) 884-8319 Vole, (541) 684-9358 FAX April 16, 2003 . Fax To: f1Bx:. Jack - RW Homes From: Michael Flemboldt, P.E. PagIS: 5 DatI: . 4/1612003 607-6783 SubJeCt: . a.1t retaining waD design Jack' Attached is a design for the east 6-foot wall along the house. Please call me on my cell ff you have any questions or concerns at 954-1533. ' J.. -J I'~ .," ":}i:' Mike Apr-16-20C3 12:5Bpfil From-I< & A En"neorins, In; +541-GBHm r-1Ei P 002/005 F-607 I ~........'" t~ ~~l" i' ill" '1414 ~~- ~~J ; ,~~r'iiji\~~''''''. .~.' .. l , I '.1 .4.1 I~.', "ro.....,. , " I!: "L ..~'" .,to... '1."~.'''1 ! : I ! ! I 1-t~" .~.. "r .T-""..".,"--' .,. .'l'-"r'~' , ," . ,I I , . ..',,,.. .M.. ~ .", ." -~"., ,"'-"'''''' ,!... :."'".""'''.+" .......t..".." ". 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I ...1 i i I'" I ! .i.... .......1__-"-" ..' k.a ~"gl"'l!'rrlnll Michnl Rtmboldt PE Grot,;h"le~1 & Civil E~\IIlItl.'l'I"Q S21 Mlrkl't St Su 8 Eu.,nt 01\ ,,4tr.l ~l 6So4 ,,,, . fu ~, 6&4 9l'i8 i ,. .1 I , I . .--1 ---t . ", i I I . i~"""".I.ol!.i _~~' ....1. ..'-.."" (. '. ~, 1 I" ,." "..,.. '~. . , .1' ...i , I } i .,---... I : .4 , ,. .1.. , . I i' , " : ~/~..~j'~ ), I' ! ~4 ' : , I I.. ...1.... L ) _~_n '. ...;r....... 1.. , (" ".'1 I ' ...1. ...,........ I I i . _ i. ,_ ,~..._..,.,~1.,:,., ....:,.. , oJ"" '" '._... .'......, I . .._--.~.. . Job "111 ,. /I fl!/,Jl'....... Cdtl.' 4>(~ Cllf'nt ,tiiJ! IN IJ pM" ."" O'WptiOI'1 "'!J. 4 ~~. S".l"t ...L- at ~ ~?fiL' NdrAfI/;JU Apr-16-2D03 12:58pll1 From-K & A Enllinming, Inc. +541-684-9358 T-167 uoa/oos F-S07 k . K 1& A IEnglneerlng, Inc, Tltl': 3584 OIlP~Y . Sprlngfleld Job t# 1 13,02 - P.O. Box 23624 Dagnrl MOR 00*1Il: 12:S1PM, i6 APR 03 . Eug.ne. OR 91402 Description: Retaining Well, ! a (541)18_ .....' . rf:~';o~~ ver5.aO-;'~~-200~S41) G840e~:~:v;;d Retllnln;-Wall D~;-in;:;---.-_._.._--- - Page'1".1 I (ej198:N/002 ENeFlCALc e~6rneerlna Soflwsra WlI II <t\dQcum~n1' ~nQ .'ttin~'\~dmn;,jrmQt'ldea~1 i. .or.;t;;-.......u~_u~..ll(""'~j'~,,,...:k..,'"'~......;,,'" ~'.',f.!lO:IZl~..','''.~j....H,''''~_u......_'''.....~.".. .. u~.............",.....'_......._.......".,.'.........."..'......~~~ _,.o1l1~Oo'lI"""""'''~' ",..."..,"-.....". _"'/ .~...III',.. '"h...'....\.'.. ..........u"' .......'''"''' ''-i'J.1' 'I~~._~'~ Description East Properly line Wall /'p I ~!i!!~~._.."....,..,._~,."......,.,..".. ".... ,~,._~..~ Retained Huight = 5.50 ft Wall heIght above 5011.. 0.60 ft Slope Be/'llnd Well II 0.00: 1 Height of Soli over Toe = . i),00 In SoilOanllity .. 110.00 pet \NInd on Stem 0.0 p.t y~~:a~:~~V~=-W'oJ;;;,J U.ed Tl:RIBil&t Sliding & Overtuming Surcnllrge Over Toe"' 0.0 pst U5ed fer Sliding. & Oll8rt\lming I ~1~~,~~~~:~Pf~~~~_o._~~!-".!._,~1 AxlII Dead Lcmd II 0.0 Ibo. Axlall.ive Lead " 0.0 /b, Axl51 LOlld E!ooorltrloity = 0.0 In ! .~!~~I!'-~~'.1;1~ty...:~ Total Bearing Load OIl 1,254 lb. ...rnultant eeo. II 7.58 In Soil Pre811UI1ii @ Toe = 984 P5t OK Soil Pressure @ JolII' OJ 0 p.t 01< Allowable '" 1,000 pst. Soli 1're&lloure Le55 Thlln AlloWlilble ACI Factored@108 ... 1.182 p5f ACI Factor.1f @ Heel" 0 p.t Footing Shear@ Tot = 13./5 P\l' OK Fooling SheRr @ Heel:: 0.0 psi OK AllowlIble .. 95.0 psi WeU Stability Ratios Owrtumlng = tOe OK Sliding ;:: 1.53 OK Sliding Cales (V~rtlCllI Component Used) Lateral Sliding Force '" 759.4lbl1 I."s 1 00% Pallsive f:'orcfIIl - 961.2 Ib5 185$ 100% Frlctlon Force.. 501.5 Ibe Added Force FleC;'d = 0.0 Ibe OK ....for 1.6: 1 Stability:: O.Olbs OK ! ~~.!!!~.~,~,!~~~~:,,---i ...l9L -t1ftIL Faqtored Pre&5uro a 1,182 0 pst Mu': Upward :: 2,213 0 (t." Mil' : Downwllrd = 471) 0 ft../#. Mu: Oeelg" . II 1,739 0 H Aotual1.Wey Sheer.. 13.47 0.00 psi Atlow '.Wey ShMr:; 85,00 0.00 plli TO", ~lJl"forolng " Non. $pec'd Heel Relnforc:lng a None Spoc'd Key R$lnfotelng = None Spec'd rl~~~~;rin'g" .~-'^..,,;. "1:000~O'p;rJ Coulomb SOP Pre8S1Ure calculation . Soli "(Icllon Anglo .. 28.0 deg AcUve Preslure:l<atOllmmlllBl 34,8 PSSsiVlI Pre88ute:Kp'Gil\mrmt 3014." l~.!~~~~~~~~:.,~....~~.~~~~~~n!,._.~ fa a 2,600 pSi Fy '" 40,000 psi Min. Aa % .. 0.0014 Toe W1dtt'l e 2.33 ft !ille! Width = 0.6r ToUlt Footing Width II ---S:-Otf FooUng Thlckn". .. 10.00 in Key Width D 8.00 in Key Depth .. 1e.OO in Key Clelllnco from Toe:: 0.60 it Cover @ Top = 3.00 In @ Btm,: 3,00 In ;~~~~~~~i~..~~~,~_.~.~;~,J Footing 'Alldth 1.33 ft Eccer;tI1c!ty II 0,00 In Wall to FtS Cl. Dlel = 7,50 ft . Footing Type l.infl L.ced SlltlEl AbovoWBslo.... Soil It aeck of Viall =; Footlngll$oll Friction Soli helght to Ignore for pallsiv. prselJllflt 0.400 = :: 0.0010 I !:~!!!!~"~~..~~!l~}~!~!,~~",.,,"J !.llterlll Load :;; 0,0 #if! ...Helght to Top = 0.00,f1 ...Height to Bot'.om II 0.00 ft .1,0 ft I ~~o.~~!~~~~..~.J TO~:=~K CHig" heIght ft = 0.00 Wad Materiel Abolle "Ht" '" ConCtete Thicki1e.. .. 8;00 RebafSizi = # 4 Rebar-Spacing = 8:00 ~iblilr Pieced 8t II Center Deelgn Detll ----- fblFS + felF. :: Total Force @ Section 1b8 II Momsnt...ActuaJ tt4- Morn9nt.,..AUoweble = Shear... "AetUIlI pei u Sh.r.....Allow.ble psi" , Bar OtMllop ABO\/! HI. In = Bar Lap/Hook BELOW HI. In.. Wall WeIght .. Rebllr Depth 'd' In = MaGOnry D8ta f'm . psi" F8 psi .. Solid Grouting = Sl)@clallnfPleUol'! II< Modular Ratio 'n' .. Short Term FaclOr =: Equlv. Solid Thlck. :: Masonry 81~ Type" Nor.mal Weighl Conor..te DaUl rc pel:: 2.500,0 Fy pal = 40.000.0 OtI1er AGG4PtlI:iF$ 8i11$$ 81 IlIpaclnll$. Toe: #4@ 20.25 In, #5@ 31 ,2~ In, #6@ 44.25 in, #7@ 4U6 in, #8@ 48.25 in, #9@ 4 He,l: Not req'd. Mu.; S. Fr Key: IM@ 28.715 in, #6@ <<:50 in, #e@48. 3,S4tI 988:3 1,84@.e 3,387!{\ 20,6 815.0 12.48 8.00 98.7 4,00 * K & A Engineering. Inc. P.O. lox 23024 Eugen., OR 97402 (541) 684-$388 tfl II IlL~!o;Wl.D_--___- (541) 684-9388 FAX ____ I e:~~: ~~~~9... VerMO, 2.$'NilQZ. Cantilevered R8tainlnl'\lw;iio~;.ig-;-----~----------P;g;-2'" , (o)l1i83~002 !NI:I<CAl.C Engin"~n9 SOflWa" = <::\doll\jm~nto and ~l'Iull'dmjnlal'8tMd8skl ~t.:il,-u JIJ.; ~ ~i:....IIOI...\i tlIh..". Mol _'i~......"l>..o.IId'lIIIIIo4a"'- ;:.'.I.....,....,.Al'-".......,~.""-"..IiGi~.I..:.iIo'..,< ~. '. ., ~u.....1.\lW'..." .......l"~..... ,. .~,. ---1 '''~.I JI. j!>> "..I,-"'JA ,,_ :J...it'~, ~,""-'--"."--,,,~ ..i,....' '. . '"' .1' ..j~-"'lUOU;..tJ.'. .~..dI....i. DescriptIon Eelt Property Line Wall Apr-1S-2003 12:59pm il ~, From-K & A Enlin8~r ini, Inc. +541-684-9358 Title; 3584 Oaprey . Springfield . Dsgr\r: MOR COlJGription : Relalnlng Wells SCOpe : T-167 P 004/005 F-S07 Job II 11$.02 . Date: 12:51 PM, 16 APR 03 [~~'!l.~!L~f ..2~,!~~~~.~.~ ~i.alstin~e ~ Mom~nta -~___.-_~~,__",~~-=~~~-~~."..--._.I .....OV!R'fURNING..... "".REsISrINO..... Fo~ Dllltance Moment Foroe DI,tanc;e Momont 10. ft ft..# Ibfl . ft ft-i# 898.e 2.'11 1,474.9 Soil Over HeeJ r: 3.00 Sloped Soli Oll\ilr He.1 = SI.lrd1argEl OWlf Hesl .. AdJllcent Fooling Load II Axial Dead Load on Stem = Sol! Over Toe .. Surcharge Over Toe II Stem WeiQht(ll) = earth @ Stem Transitions = Fooitng WeJ(lht .. Key Weight = Vert. Companenl = Item Hitill Aotiw PrellllufiI Ii Toe Active PrHsure .. Surcharge Over Toe = Adjacent Footing LOlIId = Added Lateral load III Load @ Stt'lm Above Soil = SlI18fT1icl..osd If 60.7 2.80 170.1 iota! = R.,latlngfOvert\Jrnln9 Ratio Vertlcalloads used for Soli PrffBaure .. 7t'lIM a.T.M. III . 1,645.0 II 1 ;. 1,253.6 Ibs VertiCil I component of active pressure used for 6011 prei8ure Totel · 0.00 580-0 2,66 1,644.7 374.6 1.50 6e1,2 125.0 0.83 104.2 174.2 3.00 622.0 1,203.8 Ibe R.M." 2,73&.1 ';4 Apr-16-Z003 0: :OOpm From-K & A Ensinser ini, In' " Pp.661.2# +541-684-9358 9133.(91)&f T-'E7 P 005/005 F-607 At 4/'9--