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HomeMy WebLinkAboutPermit Correspondence 1998-7-22 . I ...(. .... 10RTIER :NGINEERING, P.C. ). BOX 139 . 1245 PEARL STREET JGENE, OREGON 97440 lONE (541) 484-9080 · FAX (541) 484-6859 July 22, 1998 Tom Renfrow Contracting 474 N. 71 st St. Springfield, OR 97478 & City of Springfield Building & Pem1it Services 225 Fifth St. Springfield, OR 97478 RE: 680] Ivy St.. Spring.fi.e.]d - OR.. - W.O. #10702-RDR STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION As you requested, a structural review and design of structural elements have been performed for the proposed residence. With the incorporation of the elements designed, the structure will comply with the structural requirements of The State of Oregon 1996 Edition, One and Two Family Dwelling Code as adopted by the City of Eugene. I hope this report is adequate for your needs and purposes at this time. Thank you for this opportunity to be of service.ffyou have further questions, please do not hesitate to contact me at 484-9080. Very truly yours, Owen Grover, P.E. 1 /1'i~ fj Ii rJ 1 I OLGljjh , , EXPIRES: 6-30- gencor. eng/ qc kstrl. eug. CALCULATIONS STRUCTURAL BUILDING DESIGN . FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION -5E.~ I t-~0: F I_f:= I . tJ a V:- LW:-- stAtC\ .~. LJ-I E;:- N\ : -1hM __J< F bL~_n.. 474 I'-J. 7 I -::,r lSf'IZINCt- FI ELO /0((. 97178 ;37 - 3'14 5 CLIENT SHEET NO CALCULATED BY CHECKED BY W.O.. ,TI\fLLoLj\T7{)"J:. _~~__.70 ~ou-1]_LHJ.1 t 2, "'\('\Lllt ___n.6P...&..l~~.l.J~Lf) 6.~ (1..0 7Jo I T v V SiR.)' \JJoR... L ()(L[\ r:- .r:... iL: 10702. Qe.. 9--L(LJ:"L_..u:..iI_F-:- r::"LA~. llBC' 91 '. FLOOIZ- LIVE LoA G .=' -10gsF LEAf..) ==/O/.2>F= RDOF Q J,j 0 vJ L-- D A IJ .-:::.. ,.s fY.:;' /-"""": IJE=AO' -- /sPsF Ex p. D '8"0 VV~Pt{ WIN 0 20N2, ..3> ;()OO f'D F. SOl L e,~^K \~J ~ Ifzr;. 6-SIALC- 1245 PEARL ST. · EUGENE, OREGON 97401 TO V1A RE f\j F(c.(\w I !--V6 OF DATE DATE /()70L (/ ~ l \1 \ ."':" < .,Y --- \\ :--', TEL: (541) 484-9080 "... R ~ ~ ff-6vJ ,/~ R .,. i/.f> , ',\,.:<l'"~"'. -1- ' .B . ,.. , . DIi". ," .p!. , .,:.' ;~j:, I!-;.QI ,.__ :', t:;l" ", '. ' . I~'~ . . . :~m' f) .1":'1".jj:;..(:.., f. '---~'V.' "~:_\I::Y,~"l../ CLIENT " [() VV\ '2- /:M8 OF CALCULATIONS SHEET NO. CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSmUCTlON INSPECTION CHECKED BY DATE W.o._ 1()762.-- ~\(c.A- L ,GA. LC_~ (\()()F L{)A-{)~ AA F T r=...VC-. 'S - 2..t-- 10 e 24 " 0 I c... I\, J L'\ t w~ 10(z) " 80 1.~t V ~ 80 LA... ~ ~OL m";. gO % ~ /0 L ~ ::t ":- '5D(5)(L 4'tj 'L)3 3;4 (j, Lo rc..lo 'fJ) SL ') A ~/3.~glM."L::. ..q()Lt~uo'r') L=- ~S.l./ S ~ LI.39 ~3 ~ /DL z. (jL~7S(/IIS)t. (1./) L ':.. / ~ / b ~ L(j2-) =- ,05L - ;;2Lf 0 :. , o.;z;>. S L ~ : 98. 9"5 ~ L ~ /Cp, 3' /V1 A X U~_t'J. Ot-J L~ IL) d. 2... .D. P. . '" I~ > !~~_______.@_ --.l ,\ KFE.. A 4 Lu -- <::yz- )( 10) =- 120 ~;(t- A -;./z-(jz) =- ,to'- 210 f<. I f) G-F I' /"[';' i v= 12.0C/7-Yz- ~S;)O.iJJ tvt--12.O(j'L');{ ~ 75lo0J~~t- I. ~ E<..o /. 7E-i..o 2.:: -1Z-0(S~I/2-')7 -:. c;Q01-./2..W-."1 /92.//~-f 3<61 (/. L, ~-~'(.- ~ ') t. A- -:. c:2Sc20(3;~ L.109') =- .0<1, ~ ~ w.. ~ 5 -:.. 7S(oC)UL)j' -- trl. 9l:&..:"'" 3 . ~7S(jtlSXI./) ~ 7/./Lt.J./> /000 I, ~E: 0J /R/.<44 ~~ 1.9cc.. 17/,9 ~"l ,. ~ -4 y. / L i:i. L.f::l.F oR... G \ILl en X q '/ L ps / 1?4!i PFARL ~T · EUGENE. OREGON 97401 TEL: (541) 484-9080 /'"\t T i/.~.., z ~'-1'\ ~" '. " 'i?l_.i,".'~,_ .. , f;ji:" '""::I' rf:~!:I' ',' ; ,ri1. ' , ~I-',I a I.~ 1.;...:1;..(..";/ ,,~.- -. 'I(~\/ '.L~!i~-' CLIENT SHEET NO. CALCULATIONS CALCULATED BY STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY W,O.. li ) 1\1\ e..-~.JJ f==R-61JJ .~ 01~ I ()7 () l., UEiL\: I LA L c..A Lc..'S 1_ IJD F L ()O(.... I{.. 1\ f2..S, I -l -l 1'- uJ-o. ~o/z. -f 1)(10 ') =- GOJQ}Y{J- r "'V V,:- V ro (4')/ -=-- I L 00 ~ . 72- M :: GOOL1)~ -=-IZ.OO~{~ J. -= (a () () (5 )( 4 ). '1 ( (Z ')) ~ Ii). ~ ~ f 3~1 L /. U E(o y.. 2..) A- :.. / 2--0 () (3) / ::.. !(:;. S I ~ "1- /2(/OC? ) <5 -=- !7(Y)(/'--Y~7S(I"S)((.')..) =- /I,93"w.3 ---.fl [j P--. A~, ~K P l A N_.___~!':_~_.E.'=_Q_QL L~ F LQO(.... L.()A-l:::f:L . hEA..'fIA- C\) -A f>/Y\} E. L~ .,'~ I ...\ ~ LU-= c:-'Yz.tso) ~ 7Do9~1.(.t- t ./Z.~I ,.... .-:~;- \\ V-=-700C/2...Slf ~ 4137S11J M ~ ?OO(/?.,s'))g.. ~ /3G'7.2..1.6~J .t. = 700(6 '1../2. S') 4 U2..') > __ 31- /' 8 ~ 1- 3P4(/, <g-Ef.a X'~ 2S) A -::. 1Ia7S(3~(~/'i) ~ Z9/97~ L S "'- /3lo72-c.! cJ/ = 5 7114 ~) , / :<70,0 .~., S Yg ~VL C~. L, Cln" (~\) 1?4!=i PEARL ST. · EUGENE. OREGON 97401 (o,() '- OF DATE DATE L, ~ -1 (( z) =- . 2 " ;290 A -: 12.. SQ 2) -:. I C, 2,S " ;:2.10 TEL: (541) 484-9080 ./\~'.l/' ,. :r~ I.) _,_,_. /. .. ., , ....,.~-' .....,. ~tl]-!': ..,~,." .r"~_j '.-1 ,.a-I, W~J,. ,-I ,,,-,, : """'I'n 1- I .., . I ,,'I}~J._~~.J..';':.: ./(. ~~... v:",' '<{V I: ".\'1....' 0,...":-:':-:::: CLIENT 10M (Z-E~ Ft:-~\0 CALCULATIONS SHEET NO. 4 'H),A OF CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY DATE !(lIO? -' w.O.. l /2.(( 1" {LA L CALCS (!) ,{SEA rf'^- ~ .DlJ.. M. P (jtJ.T (),/ f"..(L L rL J -\ w-=(3Iz.'tSO) -f~Y40) f/CJ('2) +(fz)(SO)~10S..Lf)~(- I~ ;\ 9' v~ 1~S-(c;~:.. 6<Cf13liJ M. ~ 11oS( 9) /g -=- 4 708' .Q))~(- . 1: -=- 1I.oSCSY9')'" (/'-.')3 ~ 95,.31 W. ~ 39;4 (J. 0-~G)(/1S) It~ ;2093G0.uO:7) ~ ~~, 8; w.~ s ~ 1 708 (j % 76 (I, Is:' )0. I) -=- S J ,0'1 w.. 3 ~_X-L7 . is. Lll..~' @ @ 5 F A '(Y\ ~., ,6 ( J.. /M. P ,c)W C) V ~ r:- F A ~Jt (t V----1f..Iv( . L1 ~ 7..f.E-) ~ ,1S/1 ;:240 1 , ,\ -l <1?,S' ,."'""" ' '- w~to/z-X5fj) + /(10/ ~110oU;t~ I ...". \\ -4 "- I 2..-*': I? . f\...E. @ -tf) 6 E(l., ~1\.. ()JJ.E.f(.' C, (\ (.":J\(y c 1 '-l ~ 1 w ~ ~.::( 10) -f I o(~) + ~y[x:.So) ~ /2 '10,/11/1 f- r /o,S" T I. , V:: /7-10 L/O.sJ{ ~ w 5/0 .JJJ fVl =- /210 (/0.5))i ~ / 7081 hJr-~ . ~\ I = /;210 {S){;,O,S )'1(12.)3 ~ 358 8'(, ~ 04 3 ~" (. / ~ E (P X, 5J3) · A ~ uS /0 c3X-c;Z(9) -::. 41,59 ~~ S -- 170'r,9(/LJ/' ;:. 71,3 ~:1 /~7<""O S '/g 'f( /?.... G-. I . (N. I k' '\ .@ ~ .: ~/S(IZ) =. 15'~!- ;J"1() 1?4~ PFARI !=;T · ELJ~ENE ()RE~ON 97401 TEL: (541) 484-9080 .--" fJ~~ F{L~t~ CLI ENT l b~ CALCULATIONS SHEET NO. ...S OF ~f.) CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CHECKED BY ...~ DATE CODE CONSULTANT. PLAN CHECKING 10762- CONSTRUCTION INSPECTION w.o,_ V F-:" I?-T ~ cA L C....A L,.( ,~ (c;) PO((..LM ~~AN'--~ -J -J ,\ ,.W-=-C!tz.+JK10)-:-/GOJ-t;fi- J.~ /2.5" / i .. V =: /0JO(tL.S-)~ -:;.. IOOon . /2- M ~ / LPO(/L.S) X ~ 0lco?.Shft- 4:- -- IC,O (/d.'~ -f 02-)~ (5) = /(;,9 ~., 3rg1 (j.0 EG ):>~~S-) It -- /oo() (oYz (feR) ~ /~. /u w.. I- , o ~ 3t ~5 (/1. ) ~ )i) -=- 33. 't 2' ~ 3 / '875 (..I, I S ~ I, I -1 x / Z z! L D. r-=-.cQK') ,4: /2.. S U 2J :: , ~ 2.S " ;J <(Q ! 5 TF LaO ~ t{- f)R.CS I -.\ ,I I W~~\~:.SO)+e%.Y-lO)+ 3((0) :0 /010~/~J- t L 't- .. ..~, . '..:;~~ \ \ V:: /010Yz- ~ ~X1L M =- /610 L /f :::- / 30 L 2 I = /{)10(L.J"(S'I..J2-)'J.:: ,212SL~ c"If/.,I ~~ 38"1 (1, <.0 EG,)( ,OSL) 11 ~ 5::20L (o)~, ) = 250 3g L...v"L L =~. 55 : . I, /2. (/Oq :3~.32"L...':.. ~ ~.5?-- - 39. 3:3" w- - S, S :s ~ /30 L L ((L) 0c I S)~ 1 -, 30.,,~ ~~' /'67/ d.t /.~ :. 4~ I ~) , - 73.~3 \,M.o . 7, I - L =- 7~1 / L-=-S" ~ .8' I z..5 " -=- /2. / . ,~J :>., E../" () ()<<-- N. [) R-~ A-~ tJ D j- c- (\ L ~ .3 I A ~ D L.. E.ss , I L = -5-1 L= 5' = 1)( g ~ -z... [)P ~ 1:</0 ~ z.. DF = -7)(/'- tiz. DF 1?d!:\ PF=A~I ~T . F=I Jr,F=NF n~Fr,nN ~74n1 TEL: (541\ 484-9080 /k.i) i>, /~~~m-i':-.=; :?~ " t]1ol" .'''-", . ..~~ ,'" ~~I~' ~". '.' '..0/ ','1" ,-::,,/ (, ..,. , '\'1,;/' ..,: 1:\1 I: S-e' ......,--- CLIENT .--.. I 0 /V,,- (0 plA ~e.\,J FCLOvJ CALCULATIONS SHEET NO OF CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY DATE /07D7- w.o.# . V E-- (C \" l ( _ '1\. L- c.... f\ L r _ ~ iJ. 0 R- ~ eX. A-t:.. A- G.--- E / L P. f=:T I I' -l..l/ -\ I' Ij\ -=-Wz_.+/.s1:1D)+~lt()) ~ 310 ~A+ S.~ po;: 3570 V= -31,0 CS, SYf T ~S7% :- ~7d o~ rVt =- 31-0 (S\ S)Y2> + 3S 70 (S 'SX ::.. G ( q'1- 1J:J ~{-- .r ~ ~10(S)(SIS)'" (/2-) l..+ 3S70(S,S)~(J.2.)3 -_ (.:J1IS!~-1 3~1 (-/. &J E.("") (/2i5) 18(j,GE~ \~. 27S) -;: 57. 34 ~ q U.~F--u, (;. ~ei..o) A = ~ 7;LO(3Yz (IO~) ~ ~:0~!:>~L . <...;tf '1 ) 5 ~ (0 I 9 4- ( I '-)/'876 ( /.1 S )( I) ~ ~~. ~ 1 ~3 3 Z. 7~O , - r.:-.I.i'. t;j 0 v.J.- : ' , - ' ~ A r / , ( )., f->~~. (IJ . r. oK- l 3A '&.H \ 4 L .L1- ~.s(fZ) ~ I J- 751 ;1.9-0 Fou-WD.A~ill}J '. \\~ -1-00 -t-Ses,o+LfOO -=-I /1 3C? ,- 1000 -'C> . 7DO t-700 -=--- /, 1 / ~ /7 'I /000 300"" (000 -f-..q 70 -= /1 2:> 7 I =- 100::) =0. / G, I. IJ LCV\Al~) 1 ^ ---1-- 31 '-7- I,S '~IN ~. /0> I' I. W S /C)/9S0 ~ ~. 8 -5 {-t ~ ~ 31 /1 )( 31// 2.7~9c/\ -=- 2.'?~~t2/ =- 2/.~: <- 3/@ . OJ / /133 .. . 2. S')o -I- IS;;li) ( z-"): 5.?S t- ~ Z. 0=. as II 1< z.s " - 9S:J ~ Co S /0 of 3570-+ ;lSd-O -=- /3, ;ZlLJ\-t 1.. -=-11 'I x 14. II 9'3) /(p-fo/9SO ~ Jf.o '.)< /& /, 42>7Y950 ::. 1-.l? ~ t- 1.. ~ ;(&; I, x l-G 'r x g 'I 1?4" PFARI ~T . FI J~F:NF ()RE~()N !=l7401 TEL: (541) 484-9080 ,,<~\~ Ti'~ ~~",,"/."'" 'a,~\, ,~:r\ 'illl'~n - ,.., I I,; ...' .,. i '(, '." ::.....::/ '1\" ,,-' ~11~F\;\1..." .~ ~-~:.::;; CLIENT CALCULATIONS SHEET NO. . Tr)M 7 P~A CHECKED BY CALCULATED BY STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION w.o.. \ /F K\ \ c.J~...J..... C. A I C~ / s;-- F L()()f<.. 10'1:- o PIlON ~." /,33(50) -=-l:;7 rtA~ ,I _ r 1,- II... lip .. V=- /(_~Cf..1J7~ ~ S3G,.J..J:, (VI -= / ~ 1... (~7lf ~ cJ./44 ~~t- L ~ ~d-.S(~7)(I~)4 + .J,("7(lLi)(;~)'- /9J.qyz.. fwD E f...p '9. SE S /50 ~ II ~'8 27lL> E l.P . If, 87SE S 2.5\:).i:/~ /~5E(-L> 9,S~- 2 7" 'W7/g 3 I '1 E G /1. 775 E S 1- ~ J /2.' 0J ~ 2. (SO ') =- (0 -; JA,A. l- I..... . - V7- fd::)( / L)/Z., =- ~06n vtt : /OO(IL) /t ~ /S'S9.li> I ~ ;}/), 'j (/00 '(/2.) ., i + 2-, L7 VtQJ(/7....J ?- 10, OE 0J ....... q 'S~ 5 . ;17(.., E f.o 1/. 5f7S E S / 7St (p 9. Se:.s 3i<1t:... {p If. ~7S.E S /()76 L ,0,7 .., """ =- ,1 " """- ,58' n ~ , 35" ~.3 " - , v ,~ " ::. 1~'9 " .... II~ ~' I&; , 5PA-~ : I ~1:. . z...SO - !l ~g {, e /~ 'r 0 1(.,. / L / .s PA-~', IJL - ISo - (elf(" e d.. -q "0 ,c.... .,~\ R E:-~ Pf2-olJJ OF DATE DATE .4 -= /&;02..}.-'- 8,r . . ... , ,;216 b. -.; lZ..{J l.) ::. ,(, II c21-D 1?.1J:; PI=A~1 ~T . J::11r,I=NI= n~l=r,nN Q7d01 . TI=I' (fid 1) 4Ad-!::)oAO CANTILEVER RETAINING WALL BASE DESIGN ---------------------------------------------: DENSITY OF STEM 150 pcr STEI'1 HEIGHT 4.000 FT STEM THICKNESS B INCHES : OTM => 593 LB-FT BASE HEIGHT 8 INCHES BASE WIDTH 40 INCHES RM => 2839 LB -FT ASSUMED TOE LENGTH 12 INCHES DEAD LOAD ON WALL 0 PLr w -\ 1433 LBS SURCHARGE ON SOIL 0 PSF SOIL WEIGHT 105 peF : 1/6 = > 6.67 INCHES HORIZONTAL PRESSURE 35 PSF ALLOWABLE SOIL PRESSURE 1200 PSF I' =.} 40.00 INCHES SLIDING FRICTION COEFF. 0.45 ---------------------------------------------: e => I. 20 INCHES ffIN "IDDLE THIRDff SOIL PRESSURE AT TOE =) OVERTURNING S.F. => SLIDING s.r. => MOMENT AT BASE or STEM =} SHEAR AT BASE OF STEM => 507 PSF O.K. 4.79 O.K. 1. 69 O.K. 373 LB- FT 280 LBS ffA: If';' I) , , - -' ...-} :::; . --..J/---J . -, ~'"\ ) J I. ;.......') -- J'n'__) . :\' \ - / ) .' 0) J- ,f' __.' ,~' ) ~ 1 (,. , r- #~. " .' ., ("'" ,- J / :)./ t." / I /' ,I ft1;) ~ ( \. f.; r~- I . .:~ . 1I \') \ , , r j~._' ,.. :';',.., f ~ ,- ,:' I - _ L.1 > '/) po, -:- .. --\!")rJ 11 -1 ' ,',,"). \ ,.. r. / r ~ \ ~\ I ,r:... I,A"A . I \ / Or)~) () ~(c.") ::-" f l)lA I . .'"., .' , f' -"~).J / ., r) I ~ , ' - ,__, ...:... ,1 C ~ - 1'-1 , I -7 ~- ~ 1. , '" I. ., '" /-l\.' - 0" ~: .., I c :, (' (I, ,1 " ...- . -- -~-:_--~::._--~~ _.~_...:.._:_--~- ").L.J. C. II). ~.t ' ~.'.- .. ..('1 / -\ ,.2. I " ' S \) ~ I c.. r) r , ~ -. '~" 17\ .' C \: I ,," (/l"A. = .r :,(:X.">)\--, ,(" / },.:. .~,( ", J,- ,.1,',.0, /",,\..1 )\. '-)}.I'~~.. 1i1/( M -.. (I::;~) ''I :: J::" .:,'~ " }, -- ~ '" II ~"/ ). j, 6 /' /(")'~II ~'-.; 7)) < (",. '. -' \ . ',. , /.... '., \- ~ -. (~.~i 2 Soo \ / / _ . I _ ~;;?~:1:-?; \ '. ~<1 :..>O'~) :.J ) \... I ,I ,'SS::--.r:.- ,'.()/)).1 (.:, .,,,. I k) ~ . 0 () S ( I t ).~ S) "" . ~ 'p ~A / -:: . ('( '2 (I z) ( ~) - n'" I" >~. i ,~ 1. () /2 /, I). c ,___fi. .~/J, I'l I / (r ,1 . r - L r ! , ,00/:3 -', , (..., rJ ,~.. TGY\J\. ~ \? ~'-)~ tlvJ ~ PJJB (076 L ~ \ , . - -. .., )1 ') : !.- ,..' .,..., .:~ 'J , z..s.s' ~I' /I <- - - __I /'",\Cj"'/~.> ,~l:/..... ""'~':;H~~'\' ,,~.I~ :'/: m~q .I..::..'~I;.. (: / "'::~~A ~~~~ CLIENT SHEET NO. CALCULATIONS CALCULATED BY STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY W.O,N '.L..Al'f=~L (JJr,LCL p~ r~ LG~ ~ 8=-(Ll>.4"(IX.v>7X.,lS) -=- %.g FSF vJlN'IJ 20 . GS)~ S,S ~F L!JL-W C. 7) :.- I. 7 f0F rz LvJ C.o) :: 3.3 ftp fZtAJvJ ~(UAJ~r..:::> (.4 ') ~ 1. ~ ~ po (Z vJ I)J ~SM( /2' " . ., 17' / 1<".5" L E.. fT ~ ) .......::... .".... 10' k r 1/.1,5 2.3S' __ I. " ,.-; \ \ I ~ PfZ..DN "\ tl.l'?i ' t. 2-1.5' ~. " ~, ~ 1- S.S -=- P{-,8 RSF 7.7 to 3.5 -:: If PsF- 4.4 ." /2-. / ?sF 1?.4" P~A~I ~T . ~11r,~N~ ()~~r,()N Q7.4n1 .In M (< E:t-j' Pre (\ vJ \ 0 PJ,p, OF DATE DATE /07()L 80 MP/{ WIND Z:-otJE-3 . E~P. B. ftTL(f: 7:/2- ~ --=. 30. 2--~ 0 P IICt{ =- 12-: 17..... 4- ::.1 S 0 cDOfLiMEf..s) Rl~\--\ "\ ..--'-- .z~' ~ '-' 6i+E::Art PA~E:L RA170 9/3, s- =-- 01. S 7 ' =- ~I /. '0/3,5- ;:: do o'Z8' '::- 27" 771.. ::- z,l '::. .;2.1/' /3.S- T~I . (".41\ .4SM-QnAO ~~" I j:,...., -'~':1-... .,~,...".,-" ..' if;";".' ""'''::r; 1~J.'j.tr:~.: .'. ..' : { n:t,j I \ ;~I;I~I':'I...J~..c:// \:i: ~~/ ".C~/:.\:E.\.'~\' CLIENT lll.nA PC::I..~ ?e:.J \ {AJ CALCULATIONS SHEET NO. 10 OF (~\B CALCULATED BY DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CHECKED BY DATE CODE CONSULTANT. PLAN CHECKING /()7DZ- CONSTRUCTION INSPECTION W.O.. LA rr J?,. A J C.&./ ( S \~ r J\ L~_S___h~___G-:.Af:.A('~ P'\~.J3!iL,t-- ,vA L L_ .AvJALL =- C!./,l-Yz- + I~X}'??) i- ~+-z~.Z-) ~ ::: I q 0? ( Ii. 5 ') ~ z..g 03 ~ --0 I =-.~ 2'O~T~ ~ .;zoo ))JAt- U-P L I F"l ~ E Gh. 2.cJO (j, "?:>,3> ') ~ 2.(q ~ ~ /. / S-Ol~ T , (Ii' t.Yz. f 1'.1 .~) ~ /9~ ~t- "L '/ (~It ~t\ILI~Cr- ~ I l) 2.. (' .& I J _""_=-__,iJ.. ()(k. f\ E FI(~f\"'-ll ~,,\ .'.':- A wA Ll- ~ ~. UYz.\:<&) + 0, z-X)( Co )(, s) ~ ~;:2. \'- ~ fO(L ROI: A VJ^ LL::- /2.... z.. S ( '6 ') ==- '1'g \--t- Z- , :> F-6C: f-6i; A ~F o. s:~ L / L. 2. 5 + i .5) ~ 'S6 \-t-'L Vz.. ~ La;) (/1.~ ') t- '7'8 (<6..~) + '60(3.:>); clQ/0.JJ:.. (S.'"::>) C 7,7) -- cXCYf LJ2..YJ ~ 2.. -=~04 ~ of Z. ,S ==- 3/ i .u;~~ OlV'f\. = 61'4 tj~(~) : {281og11ft f<ifv\-=- (1'3)[j5(zYz-1-1z-)(<i) z-CS-) t !O(lG'f.ir-C,SJ r/b(/YL-XZ.,syc,S)-- ~ ;;2333 jj;~ (..<.:,)' (;2.Sj~ - ::- ~ Co4 h\-~ . lkPLI PT = 100125 - cJ3~~ -:0 /9J.g ~ -1 ~~~O - 8l.:,<-l -;.. d./ G ~ ~ 0210 V r<or :0 (1'3(<6.'2;) of 60[.3.3') -:c 1/2..~.~ tS,SJ [7.7) =- IISS ~ T;:;. V L :::- //5S (/L, 2..0/<:-") = 7071.1.JJ ~ F, =- F z.. ~ T I.b -=. 7074 /. ~ o~9.ilJ / J ( l/. S . 'i'l N A I L/t--J u- ~OZA 0\"\ 'l-2...,r.. vJ / SSlB 1\0 1245 PEARL ST. · EUGENE, OREGON 97401 TEL: (541) 484-9080 ~~'-il/.>. ~""~-1", .', ;;~Im:' ,~:. . '~,'. {nt, 'l' ., . 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