Loading...
HomeMy WebLinkAboutPermit Miscellaneous 2009-3-9 Status Issued CITY OF SPRIl'Iitd<lELlJ Building/Combination Permit PERMIT NO: COM2009-00316 ISSUED: 03/09/2009 APPLIED: 03/09/2009 EXPIRES: 09/09/2009 VALUE: $ 20,000~00 225 Fifth Street, Springtield, OR 54]-726-3753 Phone 54]-726-3676 Fax 541-726-3769 Inspection Line . SITE ADDRESS: 788 s 72nd St ATTENTION: SprrhgfieldV lIW:P-EtOFj:w.ORK: Foundation ASSESSOR'S PARCEL NO.: ]80202210540(pilow rules adopled by the Oregon Utility Notification Center. Those ]'F~P.E0,"'I.lSEl::h Repair PROJECT DESCRIPTION: Helical foundal'io\;\?il>~[r?-001-001 0 through OAR 952-001- OO~?;. Yo~ may obtai~,~opie~ oft~e rules by Residential Owner: TEIGEN CHRIS & AMI Address: 788 S 72ND ST SPRINGFIELD OR 97478 --.......;;; ...- --..."'.. \' ............. ."... ~""""l"'''''''''''''' number for the Oregon Utility Notification Center is 1-800-332-2344). I CONTRACTOR INFORMA!ION ~ Contractor Type Contractor License Expiration Date Phone. # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # or Bedrooms: rJU;:BWLDING INFORMATION I THI;, ,th/VII J ;)MI-ILL tA/"lht It' ,'HE WORK p,UTHOR#':~(S!9):i~@ THIS PERMIT IS NOT R-3 COMIV1E~!te~~hmHY\!,cJ\!Ii~DONED FOR ANY 180T~r.f 'P~~~~n). VB ~atcr Type: Range Type: Energy Path: Sprinkted Building: n/a Lot Size: Sq Ft ]st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: . . . . I DEVELOPMENT INFORMATION' REQUIRED PARKING Frontyard Sethack: Side] Scthack: Side 2 Setback: Rearyard Setback: Solar Set hacks: Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % or Lot Coverage: Total: Handicapped: Compact: I PUBLIC IMPROVEMENTS' Street Improvements: Storm Sewer Availabte: Special Instruction: Sidewalk Type: Do,,"'nspoutsffirains: Notes: I Valuation Descriotion I Description TYlle of Construction $ Per Sq Ft or multiplier Square Footage or Bid Amount Value Date Calculated Paee I of2 , . _SP'RIN..G."'.lll I:,D.~... ... ..'. WIL-AA ' ;'.. '.' 1li1' ; ." .. ., .' r' ." ~;< ) ......".".... ..,.-....-.-. "-" Status Issued CITY OF SPRINGFIELD' Building/Combination Permit PERMIT NO: COM2009-00316 ISSUED: 03/09/2009 APPLIED: 03/09/2009 EXPIRES: 09/09/2009 VALUE: $ 20,000.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 54] -726-3769 Inspection Line Foundation Only Use Bid Amount $1.00 20,000.00 $20,000.00 $20,000.00 03/09/2009 Total Value of Project Fees Paid I Fee Description + 12% State Surcharge + 5% Technology Fee Foundation Permit Amnunt Paid Date Paid $28.02 $11.68 $233.50 3/9/09 3/9/09 3/9/09 Receipt Number 2200900000000000240 2200900000000000240 2200900000000000240 Total Amount Paid $273.20 I Plan Reviews I To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. I Reouired Insnections I Foundation: After forms are erected but prinr to concrete placement. Final Building: After all required inspections have been requested and approved and the building is complete. By signature, 1 state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City nf Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission oftlie Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the street, at the permit card is located at the front of the property, and the approved set of plans will remain on the site at all res'\ u . ng con truction '- 3\"", ! f)<==J Date -~ r OJ' Contractors Signature Page 2 of2 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number COM2009-00316 COM2009-00316 COM2009-00316 Payments: Type of Payment CreditCard cRcceintl RECEIPT #: Description Foundation Penn it + 5% Technology Fee + 12% State Surcharge Paid By EMILY BOCHICCIO k~' ,.:,..."^,.".",,,w.... : City of Springfield Official Receipt Development Services Department Public Works Department 2200900000000000240 Date: 03/09/2009 Item Total: Check Number Authorization Received By Batch Number Number How Received cjc 094225 In Person Payment Total: Page I of I 12:02:] IPM Amount Due 233.50 11.68 28.02 $273.20 Amount Paid $273.20 $273.20 3/9/2009 Sign here: ~a;.-,*~c6N;rRAcToR"'NS'j;A[i!A.i101ii!;;~ifI:~''<~~ ki:E~~1lPJilfftm~ .....,.'......__4.. ,_".~~,____~.._" _~_~.~_.~~\'lf~~~G'<' I Business name: QA1\A.(\~(}F 6lZJ::f~nN I Address: PO 00/. I l-,,-o I I City: RI )(.".fsNt; I Phone: '<ffl, - '1,'1'1 I E-mail: I CCB license no.: iL\.LP"101.o I Print n~e: f.~\.v\.. \l--,bCV>l t:.e~ I Signature: I State: 6 '{L I ZIPC),'-\'-\'D Fax: -01.'iS- 4"1<'1\ 1~il<'I!li~'1illlll.!;,l'J!lKQ.~;1jR~<::;TQ~lN~C1RI'II~.'T;'9N~i1'tii\~1 I Name CCB License Number I Pbone Number I I Electrical I I I Plumbing I I I Mechanical I I 1~",.~trl1ilf_1!:~~EE~sci:IE6UIrE".L"'-'l?'t,,"m~"'}'41<l:ii;>;~.'i1 ~~,.g;~~~"'C__.3;___..._..._.~..._~._.~~~'f~...~~gp~i~ rri~v~a;TIO'iiHitit5~ri'::tiFilfi~~~~~~lV~'~~~l!~~~~~~ .. ,~';J_ _..~_._'~ _~ _-=__._. .~~~..,.....,r.r~~~2a~'G~~~,,~~3; (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other infonnation: Type of Heat: . Energy Patb: D new D alteration D addition (b) Foundation-only permit? DYes D No I Tola' valuation: .1 $ '20 {f.)O I". --,.-";':--:re~"~'-",,l>.;"lg~i!!""T""<"'\l~j"";r:'j"~"UM.~'\?i1~.ei''"I :t~.:,lJU.~~~!l1gtl'~_~~j~~';''i~'Q_Jt~t(iff~il..,:a;;'l~;!,'t~"~~~_~~~~~i'i;\af~~~fi6;i~; I (a) Permit fee (use valuation table): $ I I (b) Investigative fee (equal to [2a]): $ I I (c) Reinspection ($ per hour): I (number of hours x fee per hour) $ I (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ I I (e) Subtotal of fees above (23 through 2d): $ I 1~'''''-:r",,"n.,.-=,,,,,,,,,",,,,,i'i;!~''''~_''Wi'''''~'''1.!>!lI!i\'l i1?:j'l',la_qj!:e,YIe.l"iJe!'~_~..~jijlt'ft~:\t!1>i.i,!~.~Jl'Jii,it1i1Ji;,:~ I (a) Plan review (65% x permit fee [2a]): $ I I (b) Fire and life safety (40% x permit fee [2a]): $ I I (c) Subtotal offees above (3a and 3b): $ I I:'.'" ""~"T:'''''='"-'''''''''-'')~.'{'''''l;;',"i1~~''-~Jllilli!l~~~;M'1 :~,4r:MI~~~,1~.Rt:9~U$J~_e~~c\\j~;..~{~j;:1\:.;J~\~:r ;.i(,~':,;';J\\i~;t40]:~<<~~~~"U'{tt,~ I (a) Seismicfee. f% (.01 x permit fee [2a]): I $ I I TOTAL fees and surcharges (2e+3c+4a): I $:J'7'J?::E I \ !. ' , . '\ ! r , i. ATTt~ITiON: Oregon law requires YO'.lto faiiow rules adopted by the Oregon 'Cthht & DALE ENG I NEE RI NG, ft'-5TICE: Notification Center. Those ruies are selfo~\~50 OAk STREET SU ITE (THIS PERMIT SHALL EXPIRE IFTHE WORK in OAR 952-001-0010 through OAR 952-00WG EN E. OREGON 97401 AUTHORIZED UNDER THIS PERMIT IS NOT 0090. You may obtam copies of the rules by 541-868-066 7 calling the center. (Note: the telephone FAX' 541-896-9205 COMMENCED OR IS ABANDONED FOR number for the Oregon Utility Notification' ANY 180 DAY PERIOD, Center is 1-800-332-2344). 02/ I 0/09 Chris Teigen 788 So. 72nd Springfield, OR 97478 RE: 788 So. 72nd - Preliminary Site soil report - Job #31-09 As you requested, a preliminary soils inspection was performed at the above location by site visual inspection and research using the Soil Survey of Lane County. The site is situated on a sloped lot. The residence is two stories with a tall crawl space that was constructed in 2004/2005. The soils in this area are silty clay loarns over clay or cobbley clay over weathered bedrock. At time of site preparation for the construction of the residence, the contractor was instructed by this office to install perimeter footing drainage in addition to the compacted crushed rock over the clayey soil, to divert water away from the foundation to maintain the moisture content of the clay soil over time. The drainage was not installed as instructed by this office. Due to the lack of drainage, the clay soil is experiencing seasonal shrink/swell, causing the structure to 'move' with the seasons. Installation of piers to adequate native bearing soils has been recommended by this office to support the north, downslope portion of the structure that is showing signs of settlement to off of the unsuitable surface conditions. The repair plan is attached to this report. The piers will be completely laterally supported throughout their length by the existing soils, and is an adequate repair for this structure in this region. It is anticipated that there will be no significant induced lateral loading to the piers for this installation, when installed as per plan. There are no extraordinary ground water, frost depth, and corrosive soil conditions for this installation. This report is limited to site soils inspection related to soils and fill in regard to soil conditions at the above address. Thank you for this opportunity to be of service. If you have questions regarding this report, contact me at 868-0667. Sincerely, Pamela S. Hillstrom, P.E., G.E. HILL & DALE ENGINEERING, LLC 1850 OAK STREET, SUITE C EUGENE, OREGON 97401 (541) 868-0667 FAX: (541) 896-9205 'Page: 1/22 Date: 02/10/09 Client: Chris Teigen 788 So. nnd Springfield, OR 97478 Location: 788 So. nnd Job Description: Repair plan Dcsign Criteria: -OSSC '01' or 'ORSC 'OS' -Exposure B -SOmph wind -SDC D -Roof Dead Load= 15psf -Roof Snow Load=25psf -Floor Dead Load=1 Opsf -Floor Live Load=40psf -Soil bearing pressure for design=1500psf 'A site visit was performed at the above location to determine the appropriate repair for the structure. This packet includes the repair plan. Also see the attached soil report. It appears that the downslope portion of the structure is experiencing settlement and you have informed me that the structure moves seasonally. ~ Job Number: 31-09 'NOTE: This packet is to be attached, in total, to the approved plan set as part of the construction documents. .HLLL & D,ALE ENGINEERING, LLC i 850 OAI< STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541)896-9205 CUENT SHEETN'"' ;/ PAN- . (~I-09 OF CALCULATED BY DATE JOB# 1....1) A- n n I A- f', I?A-M.. V" " ~ I'D" ROOF. F;u"v\;uNc.- PLA-t0 . uJ~SI UT--- -.--IT-T-TTT-.I I i--..'-T ..LL I i i 1/( '/ ::r::=::~~---/~-":JI ex /1 I, iil = ____._ .. G-T ::.J I I .II ...~_-~=:::::~~--~-:~-:~~t:~ '=~C:.. __ .. ______. _._. A.Ul~.: ~u.::.~~+---. ~~. ._-= :.:::.:~':=:''-'...:=:.:::_':.:::::_-_: ~\ : -t... -..-..---.-....-----..----..-----. ......-....--..--.---.----... \., .--.*-.-.,...~..,-.-.....---.-.,-.... -.-," _",__,,_,""._.._.._.-~-l . ! I r'-- .-.. --...-...---..........--... ...--'"'' __...._........._______u_..._. ; , . , j(Lll..S'5 ISS I-- I , I .___.u--'---_.____ i . . . .. AJ::iC If , , :---1.. ...' '._ - : i I._...L I 1___. , ___._._._.L._ l ( f ! I i I . I -.-"-- 11 Ii !I it i; II t"'" ~ il ] i [ I ! t I I ! .. I]! i Njrrr'j1.SI' I : ,I i I ; ! r J - I ~ I : ; ur..J__fJ...J..J....i -I.. L=}--i--=CT TVI' "I , I ! l I I , ] I II I .-J I , , , f-- .. ~LOfE.. 00 wi] ,:o:A'b\ HLLL & ~ALE ENGINEERING, LLC 1850 OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CUENT SHEET NO. ~ m)..J- ?:J -0 9 OF CALCUlATED BY DATE JOB # L DA-D OIACx-fLf\.(\~ >>. :=--1/6' v---PPE-{L8or)K. F~A-M.trJC- RA--rJ 0,'1 ' UJf'Sr - I 1'/' 4-'1 U I I ~...-.~~ I I ] I . ." ------ II : J j: '! II . I' 1 I' : : i f 1 I: ___~______.__l _---.... .~....*_-::'~ ,~~..t1--::_~_~l.,.__.,i" -r-?"'" 'ii' :;..... ',," 1, '';'1 " ! 1 ! I I I, i .!. J~~_I i' -;> i i j <:8" G-i NQIlTH ,I ]&. I I f\-\l'\G' -;" ES i I -r/l-'^ i I I j I ".\, ..... ; I I I i I J I J_.J -/ "" 30' ~ ,;.I~ ~ Dprr:=->'OC ':)L-D 2.<.(' r;:A-sr HIlL & DALE ENGINEERING, LLC 1 850'OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 86 8 -0 667 FAX: (541) 896-9205 Ii IN' I ~. i- II II I [I Ll- CLIENT SHEET NO. CALCULATED BY JOB# 4- ~H- 2, 1- 09 OF DAT" LO A (J 01 Ac. fLA.N-, V9:" -=--I/()" f1'ItIt.J FLCOf<... Pa..A~AI"Ic.... t FOLLN{)A-'\70N R-AN , ( '5L!\-{!, ON G-ILMlE ). zH' : II I ' 1_- : I Ill' ~-- ji~~~- =+-4' %/r-r-, I I' ,'>.=0-1 i 0-' ,i i. ~ ,0 I I I I I Ii. II . II _11-- - Co,,-,c.I!.Br'" 'b'i' I -l I II I I I I I I I I I 1-- I . -II~ -It II ' I I I i j I ! , , .. i i ! ! UJE<;;', j ] I ! I : I I J 29 ;30' I i I I ' Ii . . I I --, , I I ! ,,,- L.J II ! I] . i ; i }J6t1.1', I : I u' ~ /'~ OovJ~.1 fSA'5r HILL & DALE ENGINEERING, LLC 1850 OAK STREET, SUITE C EUGENE, OREGON, 97401 . (541) 868-0667 FAX: (541) 896-9205 CLIENT SHEET NO CALCULATED BY JOB # . L/') /11l1]-...1 ex-TO P I E-K.,.."- _ IDE?,T wALL WD ~ 6US) + 1'1 (10) -I- ('dX....&7)(Z,<;,) < ~/f.t,;Jt 5,5 < Ci1/'C.L\. 3,5 -- 7 t7 /-A- Nt; ~ 2--SUS) -::. 57SMj.,r. ~ 31>>(v-:. 10L~ ('{-(-,-fO) ~ 5GoJJ.!rr < 'flt "-''Iv,;. WDu... < ~ Iv ( I. 2.-) ~ 7 Yi l-1'(f~ 0 I.JJ~~. "II? - II.02-/--^'t--)r - 71 7-- - 1:(.1:)>> -- 2- ~ ws,,- 0 :''75(,S) "'- j'6-e o/u "- /0.J-YI---->- wL",- ~ SCiOLl.<.",) -- ~%JJ>/JJ- "- 7S-o/v F A:"iT' u./A-LL \ Wo -- 19 Cis) -I- /3 (;0) -(-f,S,6[,1o? Xl;ss) "-,:J!;~ ,fI;t 3,5 --? 17 ~/r-.r lDs ~ l S(J1 ) '" '-I7S-~ ~ '-{()J.A/h- wI.. < I'U t.{D} -- 72.0 i-j'f.--.'- 0- ~CJ-'-"Iu:. wD,,- - 710> (../,2.-) 0. ?~"i -0"10- -- n-o/o.-: 97"'1 ~ (tiS }.Al,.u- < 98"'-Vw:.. '617 -- 9'60 flJ'1l'-.\- 0 s'Z d/....:. ws.... 0- 473(.S) < 2:,~ v.//-!- ~- 20.P(~ LUu,,_ ~ noLi. i.t>) ~ liS 2- -vrtJ- ~ 9& Pol ~ f\.)C\ ILTH UJ ALL U-lD -- 3us) -f 2...UO; -+ (50G[., 7)(2..S) -- 31<0 o/I--.Jr- to:; '- 3(2.5) ~ 75..u(v < G,-"'/.;.. WL ~ Z'-c_'{0>) -- ,?o JJ/f--k - 7 .J--'l~ LOb.... < ol~(I.2.) -- 37'7 J'-'-jiJ- 0. .32 >>,L.-. . LUS<L ' 7SCS) ~ .31' -<J.;& -- 3 iJ:>/v...:. WL,,- '?;O(j.(.,) -- us JJ.A-r ~ ll,aJ./W: s A)~ . '2,/ -cfj OF DATE ~11~':- J,M- - t?y-< -0 LP (\ .."-,,, ~~o !-'/~ =72 J;';~ ~ G> ~- y...:, -- Lc. o./~ HI.LL & DALE ENGINEERING, LLC '1850 OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CLIENT SHEET Nr CALCULATED BY JOB II U f!tD I N c.. "'f6 0/ fCrLS S6 (L,t+- I NTE::.iC r OrL wA-L-L lL'v . /'bUS) + 'gOO) ~ oOs .a.y'J'.,fr Ws ~ z5CtS) --::. 7 S -'-'IH- WL 0- '6(</0) -- 32-0 Jjp C~Ft-JTE.L Tt-JTE-(L/aL uJALL waup It/C/o) =- NOPy';.;. U-lJ)L. ~/tfUo) :: /'-I-6)J.!rJ l-ULu.Po /YLt.{O) "- S~o)J./fJ'" W L L = I'f L 1[6) "-- SI.aO .JJ;f.r (1 P1Al .~-()9 OF DATE . I HilL & DALE ENG,INEERING LLC . ' '1850'OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 86'8-0667 FAX: (541) 896-9205 CLIENT SHEET NO. ~u ':2,/-09 OF CALCULATED BY DATE JOB' ~- " /'i' V'- 7000J..A M -- 2.ilS60 n (j L.~ -- (.'Z,o....;." 1...-/';>1<1", J4LVL PE.A- 'IiA..-. ('_AL~ SO lAl f1- :Lt-...lTelC..I (){L ( LfL S PA-i'.J 0 PI! oN - FlALL- SP4 f'J '-..J I uJ~' 3c> S +3 7 S f 32..0 =- ICDQ PiP- 1'- w"- --'x:,sCJ.2...) +- 37SC.S)+32Q(j.<a) ~/OG u..by{.... Vu..=- 7'-fG2.J.) ~ <F (fJ~ OIL.. Z - Z'Yrl. "li7!/( PoL c...E't-..J'\1":JL 'Su..PPoA_T 6P IH\N ~ '" I /'1'2-7' G VI ~ ILl ~ V, ~(l} '- z..GJZ.SJ..), (<.,,"- ; 277'r..u. V l- ~ '-+~? SJ..1, ~ lJ-2-~ 4- ~l..L '-f ....u. (L.?- ~ 4- 3> 7 S (2.) =- ~ 7 '-I'-{ J.). iVifl2- -- l" I z..S 1J, (J- flIl6s ~ :Lt."! ~ -:'0. ~"^'-<( /) 0,J7,," ~ CtI0 1_ - Ph '" 7'/'1 LlJL J.e..t"J'T&IL p, I J -i, J:J.JTe.I1....lofl. P'-I f, I ~ t.~ - 2sPI1-N ol'T7iJN kJ, - 2'(0+ /IW ~/'.;~01fy f..1 Po -.1/,,- ~ /00 '-{(2.) ~ 2/ L~-:-"ff w ~ 1'10 -1';(.,0 ~ 7 CO ,-;,':,; " ~ ,- W~,--J'-{O{J.2.)-fS~O(j.c.,) ~ IOIJf-'1f-t- 3 p, ~ 2.S 0<<:;) ~ i7 sO)J, P, "- -- 'ZLtJ0,O}J. P, < 5(7DO) ~ 3500V p",,,, ~ 2)",(.,0(2.) ~ 532.0.L4 ~ ~ (".:'(700) - 'ISSo.JJ P'f ~ '-" (766) ~ ,/LOo..U P'/u. ' '-"<fO 1..-l-J. Ps- " 20M) './Ifoo.u. AI ~ 11~77r22.32.~IYjo"i'.f.j, P,t. 'I~O"l2. +$ <..,OOr'{S SQ ~ zo Z'-I2.....il> /<,) 0 7000" /'foD ~. '(;<fOO},), .Ii ~,~" -=.. (, ... t HIH & DALE ENGINEERING, LLC '1850 OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CLIENT _ SHEET NO. <;<: a,)1-- , ?:J '. e/i OF DATE f2-,r:.A~ cAec::, ~{n-/-J tNiEv2<<\iL cLKs.PA-/'J (')Phd!-J -- SToP"" c.T L6A-D I (~, ,\ /6 : t"- V 7- SC:DO 1.J. M-- IZSti:)~. L'l.1 ~ l31.o>g-~1 7- / ~/<lY- /(Ir LI/L...()fL t...-2-"It,,)< 9'/'1 ASL CALCULATED BY J08# P---f LG'j '12..) -t (,,0)(.10) 7- 22::''2.1) U-J ~ /000 J3.j...r P..'I. - 72.3'G}J. f,u./- S ';}::O>> CE-NTEfL :CWTEKlar.. -- 3 I v-l. ~ t r~ l t" ,'... f IL' T /3' / L :s.PA-N or-no~ t ,Ps- t,~, f~ V; ~ 8' 2.0-zJJ, V7- ~ l"S14 '/" .J.JJ {M. 7- 2f-7 3CJJ.).fJ" XI'! ~ 5'f1c.:...~ V"- -- '73mV V, -- (.;,3CDV jI1/t ~ 2..'t'ooofMJ- Lr.1 ~ G?3,/-..:..1 10 -- NW.1i, v'( c /'lC1J)3, M~I'ic().L6(.j- Lt,., ~ 10.w':"1 f< I ; 2:7ff'''tp/O''Hf=UCAL Kz. -; 27/r" 1> /O'jf2.. .'t/-EUC-AL~. fm I'lL-to r<.J 0 2...%--..</ ;/-IE-L/cA-L /rJ" f.'f~ L'lr"~ /O"t/I2UC4L / z.~ S f'A-N ; /3 . S PA-~: cj'SPAN: 2. - / 3/<{x /<f LVL 2--( y~ '1-1& L UL- 2-- "-,, i.JJ ,(\ -, S-" A ~,(". iU ,1...5' ,2 '. f( I -; jj>2.02JJ .,.-2232.. 7- /6'f3<fJJ !<. 2 ~ /o"'l/8'..v. + 3Sco = " 17 'fl Is-.D n, ~ ?/CO..u., i= 7- /I 900J.). RIf 'NOOti -rNoO '=- Z. 'i"ClC\.JJ- Bending Moment, Mz All Members: Max = 216943 ]b.in (M2) M,n = -347676 Ib-In (M2) I WEST ,- 4~~-)i}:;;".. ,JA~~_ - )(..<6:.~...:.:~~'~?:I1~.:!;Mi'i~ "~f\' . -'~~r.'~l".Wl2'Y''l: .~~ .AIllm'n3&~(~1il?",.__. M' ''''''i'&'''''~ ~n'~'Y' =! co .2 ~ N =l N co 0 ~ '" I'- N to ~ N I'- ~ zPMi/.T -r ,S<;'CS)(i2...Cc\c>)(S8'D~') ~ 71~OOft~ @ ~M^,-- "- ,SS(.~S)(Z.S6q)(5ffi'?) ~ 0> 7&8'/60 jJ~ ~ ~ Ij Ie =- f?;> -f zS60 (S-)G..or.,,)(, 5S) ~ / 9 3uO jJ ~ LIZ- -=- ! 2 320aJ!, @ Shear Force, Vy All Members: Max = 12206 Ib (M3) Min = -14376.1Ib (M2) ~j<.:;;-. .\~J .~~~'j;~~,o_ ~"(j1li!!^ ~~:' ~~ ..... .1 <Xl ~ N ~ N .1 N <Xl "' (0 N /6 LUes\ ~"'- ~M4.~._. .....-"'''',,'''''''''-.,''.- ~~'lOi.~~n .1 o .... ~ .... , , , ~ ~ N ~ 16639 It "<1 , -0.. ~ ~ Z \) 105431b 6 --- r 111 0- (p ~ " --- --- <..J ("> " ~:j -r- 13772 I., =:-. i N - ('-' N 1'>.... . g ~v. ~ " ~ I t , , ~ 129921L :;.. ~ .1 D ~ ~ --- . I' '0 I @ ~ " ~~ 126001_ :;.. \I) 1.1',,- ;p ~\f\ ~ '\;::.',,) (/J --.. d ---1 - 3533.7 Iv :lIllI Bending Moment, Mz All Members; Max' 605731b-in (M3) Min' -228096 Ib-in (M1) /'L ~A'SI . -ll1! '(. IV'? . -...,~""~. - .~M,.,,--__ --I\t1~""',," - I\t1R'7f'''''-A -"""'1.n,.."'<""'''.'''- "'W' ~"""r ."'..",. ",.."" '",,?I, !.{,!1"'CF>" " n , , , \ '~r =o! <D en on en ~ ..l =! =! ..l d on ..... ~ ~ It) '" en <D ~ ~ '" ~ ..... '" on N <D " ~ N ~ ~ on " ~ ri h ^ -- . "0, S ("5)( me:c)C-f'iOa) "- G (" OOOO~ ~ '-(,V\ rl r (2-352..) --.3 2.. ~<(OOjJ ~ Q2.o0J ~ /c,soooJJll ~ IiIfV..- =-,SS(.,(,S)(2S~\(<ftOO) ~ Sl..:>/OOOO~~ 'f! "'-c. :J 230."2-- - 27 V- '6900,/--7' '-':'- /7..00 "- I '(o-z.-SCo.JJ v-. @ @ L\> tI~ -- 't/?J -1 Z~O::) (~ )( L;,Cl)C ss: ) . ~Z- :fJ '"' 17 CacoJJ. ~ !2..:,LOJ). -- '6'600JJ @ " Shear Force, Vy All Members: Max = 10092 ]b (M2) Min = .9504 Ib (M1) ~:'j,;" ''''~'i>. ", ~;,'R:~~_ M1 . ~'bM?l," ~.":.4"=t.Q~" '-,; ~'1V~ ~r 'd .~ od CD '" '" '" /3 F. Iv; f L---' !~ f' ~"" .~' ~~ ."" ,~,} :j.;:o.., ,Jf.:li, 1 1I,'~'~~~'Afi ..:~tltI>:16,. """"~"<>:i<!.:'~ -"";''''.''~ .,~. "''''''iA ."''''^ ~ ,,~ "tt~n "#n "i ......~ ~ =" =" =" .! :! '" ,... ~ ~ '" a) '" to ~ 01 ~ a) ~ N CD ,... ... '" N ~ ~ '" ~ ... ~ s - z:: \'J ~ ~ Ul "6 ;I t -:z. c:> 1"j) \}> ,... 7'> :1> r> r> ~ ~ rn f' --'I ~ ~ '-.l {/) 0- t: ::". r- r--- o ~ @ : > >( 4542.0 I" 7 , ~ 2606.4 I. 9489.6 IL (: 0- r) -I-- '-.... -\;:;: v kt:;::~'J"'~ ~11 '{ 1"',W1~~'ll3li._M/_ ~''''"'''''''"A '- -..;....~.~.4:, . :.J (() L() L() M L() Shear Force, Vy All Members: Max = 6360 Ib (M4) Min = -4808.4 Ib (M3) ---.~"\r"llf'iWQ.' . ~'""I \ :oJ ... co a M /~ N o(LTH =" co lD ~ ~ ~ Q/V11l T"'- .SS ('5)( iZSD-l) (/Zea) "-ICo~OOOJJ.~ @ c;MfLC-- . Sse ~s)C 2-SM)(/200)..../lfOuooJJ.w- @ tp/J11 ~ ~ {ZSoO ('( k:.,a)(.~S) , ~g-()oL\ t?t;) Bending Moment, Mz All Members: Max = 54665.3Ib-in (M2) Min = -252288 Ib-in (M3) /6 NO(2..Ttf ~1J1 X _ -="'l1\'1J?~_ I' -'~'~''l\~ n ~,~ -~-:tlL.~': :l -1 :l <D " <Xl .n <Xl <D U? 0 ~ '" '" ~ U? ~ s: 18478.2 lu 0 >( I \11 . . . . . \\l . :,;: ~ N I . ~ . I , , I:) . . z. . . . ~ --0 . , r 221831~ IT) z: v' = QJ @ f" ):> :,;: ('> '" 1'" ~ '" f'" 0 E 0 ~~ (II ........... :0. ~I ---J ~ 14379 lu . . . , , ~'-< L'cqj'r. - 1@1 , \;, I w- - 9Y 1 ~ ~ ~ I c,oI.lTH"nll'. rzo't .-'2 -(>/q ,IIYrLVL @(/J, uJA '-l --) ~ o>.>e 1'/\ LH "Oc6F , 1 ~ I k POfJYwALl ~ " Ct:.ES!. I S~I"..OJ:TA'L p~,~ I ",Of" /oiNC : 2-"4< srv..os 2.2J<<' '. -- ~I I '<,-e"OP,"'!"c. Z"P/,.I&,LVL O~'Y~II" M\ 120't I r----'" UR~~ e..A CH s'"'" OF -d .. ;1:" I /~p(, ;j uJ/,\-u-' 15"-"-pc..~ -" of- 'r+' ,-' ./ I Ii--, en 151>\H _' ' ~~ Pi-A(.f.!; I" . "I< ~ ='l'~' '" '" ,I J "'~.. ._.~~)' Q9fs) '?>(.;r" 1f-yrE'''t.t. l!2"t \ 1~'L':t' /f' / : /s-~-~;:T~, A'~!'t:'1 fJCl'TII - 6J-. ~,\>-lA'1 FOoil/olG- f'(w,,, , I "-"/o-I,o:.tL 'C.l1l\P~ l'i."LI~.ALS(pP) I /20";;. r.J..JA-u... s c....~\-JTC-4L tJ..rA-tL , I /2 'J ~.~ I I tf" . I 't --L +-- HI.LL b. DALE ENGINEERING, LLC '18'59 OAI< STREET. SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CLIENT SHEET NO. CALCULATED BY JOB It PEPA-I R. f) ] f+rj- reAM. VX''' =-1/0" /.J...)E'-Gi Fi'+" :!:. 1-=.- 2DUTI c.. "5LAIb 6\.\ _ G-lLA- \')"' CD ~ ,19i,__,'~ ~ I 1,,7 1'"' J ----B ,I II--~ -----'-< fA:bT P/fOlI. OE-TA-,L SEC"T/6N (rjp) V [)'I)TitJc.. F-ouNDA-,I<l'" -1 ~ PIMS ~tLP/LES A SPE(i.. (>LA'tJ ~N ::2..,/,(')9 OF DATE -t--- l iff '1:. 1 'I 'I 14l["t. I{-'(" f _L" @ Q ',;) - ''1 1.&_ ..__liS -~ ///- , "- . // I~ I. ,---- 72-"~ 'r -W, T.m..l 8'f't 1 -. (j.{ Cla,$.Z-dt- 1 57'''-1 Lluv.'/rO"BA'l - !OI-T'J'tlo ToP OF FOOTiNG otJlo , Stf'd,A. 'U/S/I ~'" IJ..JfD,,:.E r.f.jO(I:x' -[;}- --Ej- - -hl;'~~ J P'-1.f:P 'SH r M-@6EA.M.. 01- (..eP,--^tE ~.;..r-CAf~uJl A()Jv...~fh.r;,'JA.Cjc.., CAPs As 1.Jf;F-DEC-TOBk DF-'l'F.. ((I^'Wf':.C e>l (t:".' @F']E{/'.~ I ~'S, '1-/1 ~ 27ft'if pl~.J'PrLFS ~/IE-il-S 1,." 'il, 12,/3,i:r.-27j~ "i/J-IO"/IFlt< A' \ f]8/l. N"Z7(t"q, IQ ",/I 2" 0<.. PII.) PILE- fJIE~.S "",." MI,I 8(;.. Z7j{'''q,p/JJ-P,F! - 0(2..1 VE. TO ~ P<;t e]lT6 (2..f.: Fu..'SAL ESiIMAl"~..D IJf.:flfH -X /2 1-21j' - L-i fT TD PII...A (II c. A L (lE c.cv E~.y - RA M..TA- (k,. P,aoDu c.i'> , I HIll & DALE ENGINEERING, LLC . ni 50 OAK STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CUENT SHEET NO f? [;AN , I~N)9 . OF CALCULATED BY DATE Joe. PtE.{L ",Eel/OW @> PIC(L 4- - W lit! CHA/oJIJEL ,;t1...4NG-LL_ lJi;:" h ----- -------- ---- --- I2l-a. 't I). 2 ~ '% 'V \ V' t. LE-l-J<'TI-1 =- , / ~8"',s wWC"E.. /.-NU1d!l5 ~ eJ.!..<{-".<:" " @ L lQ.y.~)<'h rrc-S'(,,"+- ~ Ll"I-'('TI' ~ /<X> ,4\->c.J\6~ l' /lE.Qu..I(lCO ') fOl'-/:o.r//IJCr r-ou.iVOA-1'lON ~ 2- "1/r: - ~ pIN" P'LE HILL & D,ALE ENGINEERING, LLC f8'5'q OAK STREET, SUITE C EUGENE. OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CUENT SHEET NO. 2D Ol~ . ?'/,()9 CALCULATED BY JOB# OF DATE ~EC.--T7()1\\ De-iA-1 L f'o(L MLLlcl II'JTf=-f2-((\(2._ vJA-LL 6rsfl-M- YI?" 0 1;/ LJ l::. -----' bE~(L( we.- UJA.l-c /' fWO(L S,/Sf'cM.. LI'tP) .~. L.J rll il -g=B] /;-- ~ ,3/'f</I'hUlL 6fUw.A-- - r,.../O' SPAN . /' -AlAI L TO TOP 1'Ul-1"'" Of'- P6"I'i wA--L-L<3!> 3"0. (. - (lad - t-JA I L- TO E.4ellc s-.u..() ell MrrOM..Of:- LVL '$ t"J M.IIJ, 2. 3i(}.DS e BEA,,^-irt-JO& I E-M-Dv'-' jJ]).TS PILoN'- ~ - r- t.~C,I"1.. boLTS .:::oK ~-fISnNc. ~ PoIJY v.lll-L-l ., Ff'&""N~ foOT/Nt:.- c.LLT,tw.:M pll....... s"'fl\-\~ FOOtlh\c.. -I rff' I ..J ~I , It!'-' Z*"I-IO"I-.44A<-k rI--"'uc.A L P]/OIL I I . HIL.L & DALE ENGINEERING, LLC 1850.0AI< STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CLIENT SHEET NO. 2/ ~ OArJ: .~ / - () 0; OF CALCULATED BY JOB# SE cnol'J l'lETA (L FoiL n ' SP4N 6 C-E-MTGIL WIl-L-C V\?" =-1'1 "'-' geA-fltl!& wI\- Vl IL M-'C ~1lJT'LO>\-OS ,..e.c,vE.. I~ . .- ~)/lsntJc. Fw.>O(L S Y sr-I:: "" --<\ \ ---~- ,/- >-<::.. /" (\CLC.X li-XliL\< ~------- . ......::::?('- [::l',~".H... fbNYwA.LL ./ ~ ti-EIC.r1-1 D'FFEt<.S e~7'EPS j . ..//.~... - ~?t).i~rA-LL BLOCJ'-_I/ol<--' e't-op OF ; ~It-. ., 6E A-w-- 151'1 LV't.. . ---- . ~ '1-1 L.. f'EL- BM fIA /)Q I Z: LCN &- I~- JI( pJl-<:.E. \AtJ-GeR ~YIS."INc... DLAL't"'WJQQ..j<,. , D1.. t'l.> 80 HOM 0 F u.. P P~'(l. P,e.N (.1+ srI;. P '~----_.- ....'- ,. Ei("'T~ FOOTI,.J{... . -stEPS - cut j!.uJA'1 Fao^'--srt'-I P fVOTrtJG ~ -- '> G -I\..d PEte. 'S,(}..O - E-A-c.~ &]OC -1. - -~j --l I Mlf..\ ne.LE. ./.. ~~IMO""Nu;tsr""'J" . 'S1'""o ctb""':'-':"--- rr " A 10.\ <-" oIL Bo'- TS . PIe(/.. ~ Kl -, ~ ~I I J ~ 2'?/t"(; '/o"/rM.kJlv.~dEL.,c..Al Pti=Z I blll.L & DALE ENGINEERING, LLC 1 G500AK STREET, SUITE C EUGENE, OREGON, 97401 (541) 868-0667 FAX: (541) 896-9205 CUENT SHEET NO. 7/2 OF ,m N- DATE I -- 2., 1- 09 CALCULATED BY Joe_ f,f;.C-TIOJJ f\E.-nt.LL- RliL 12.../ SPAtJ <'3 ('PJ.J'T"&(L LtJA-LL Vcr .. ~ 1 ,. ~ "-' 6E.AlLll"(.. POIi-JiS - f\-WVP--- 1-><1 t=-'f- t c, T1 tJ C- FLO<llL "'Y5Ifc""- ~ ._____ J', ~ ___ I, i' j ~ Hi "'!0LVL (Bc./t-W'- ~/3'u)N6 ~ PUCE- QJiOPCJF !bt-.lYt.UA-LL f -i..Jftl L 10 lOP PLA-IE uJ/II.."d. e '3"0.( - NA-]L.TO J?AcK STiJ-{) uJlq-ilod PE/LSlU-O (l:: AC\\- SIOIO-) I !JOTE; ~'I' SPAN U-s~ 2- 2.1"(., (OU'C.ecf,<.11 "doe) v,/5-IC,dfE.(L:5rUi. . I . , -.--!Z'- 1%, !LulL-!3E.Y(J/JOGl/'2-'LO/oJ(r I ----~-- I I .. PLA-cz.O W/l-eLE. tJE./!.1J ,.'-> A.uo/() [.W:.,WOIlK. ~ I I I I 1_ J g.~15TII-l(, POl-lYuJAi-L __-P' :/'---' M\tJ. O()IA.-Bl,r.. SilA1) @ PIE-(/.. 14 , E-f'''>~ ~OC>T\"'~ 4-T/.-u.J~'i F-""M-Sll--IP prol"II\\C,' . /'-. ./(ZF--M-OV"- ~I^:r<, F/LO.... ;::i <- ItI,-~.\lOlL &>~lS -, ,r'i l .,- 2-W ~ - 10" "E"~"L P'<I- "~.~. ''''