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'.n Truss;ID: 167,383: rc h~ OFL I-j [hsi~ pu iJ4S.1.,jii::'1-ZOOl bJ.J'DF1.. n l'L 7-10 nis dni'iln,o:l:Y.!. r.ot-.x:Col>l1L far lD.tI-Q ,tU'rll ~~ ~j~ g~ ~~~D ~~g~~~:~~\~f~~~\Jt;~~~~~: Bu'ld'nq TIE BUH 2x4 DFl s.n..1oLW<!) ll.rf1l'r to lcillt OC'D.n::a.il SMU for ArnC W 2,,4 DR... ST,l.l..l:W\D 1oto.;n!r.,iW-tni<lni,l'Tolerilll-U uud nHS Ofi1Qol I.S THE. ~P05ITf. RHt.JLT 0=' Au::ic f'C;Q!"I~ ~ ~45 ,ur, .;lhn .a.r-ty ,&d~ KlIlrIPL[ LQIo.l.l CASES.. 1~s illdiu.ad,/Roap u: ~T'l, ii LJl6O. If'I-lAH::O:S ARt HHIlCATm,Ot! flUS CJl.A''''IIC, IR(j1K tnl..n'~l"'k^"",Jh,luare bUl'd 01'1 I~~\'~~~~~~l'~J~ ~~i~Z ;~~tl~~:r~~ro~:-L:~~;"'~~f~,~~~fI:';l>f~j GTRDEl"S, u 2.~. OJf.l JWLS ....II.[ USED. na: doc.....-_u u;.8l:-UoO,!';o,nd ~f1.11-U. 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"liEd r:..Tll..... : "i':! ~'T n F D " 'NAllS J:. +9..,a "'.- ..,..~..... :"fTI1E ,'.S~)_,: .... ~ r ,n-Q-tI _ 10d14.Ul4 p.i,I,~",>c5 "":Si~5DS ~c.r~ 2--f'lYS 1 2 J '" 5 (~). ~~~~~=t~~i~~~~~.~(b)'1~Ulu..'1' REQUIRED 'O,O-O~-- 110,00- J' '1' (~'1 ~aBo# ~l~!--;~}iUOl .'. ~ ~" 566. W1.SX4 see. ~OX1(t --' 10 ~ 952#J WOh w, I~~J,.~. M~~ .~~~X4 ~~i7 . ~~ . , , i_ \' ".';j-\Z 'n-.1_n \Ml)("~ . " '" <).-4.1:1 WJ.5X5fW3,!>X5an 5X5R 81 u.... 1_!WI W:50B . R:391J J 7~~70 ;11 r- 121J -:...' W3.5X.5 ., W;S-O& J R:3S14 97 ,: U:~'570- I 1.0....-1J '-ll-'l WJ.5~ ~".2' 1 ..&- :50& R:T9O-S tJ"'2?1' .lloll. I. . 20-4-' ~19 M19- ,:2:\~12 SP.0.J ~~Ll~ , , IQ'V0 -" "'\r:)~SX5R ,.j%'\N1C1X10 ,"1 "' :.j .- .._::...~ 1-8-4 H~-4 , ~' ~ ~~ ~ 16- 9 ~ <? + . Inp..lJI ~o ';'1;); ;lllP ~ ~~t* 0" Qti{: 2 rt>i, duiQn bilJ.e,j 0., :i:~r" tl";cin~ 'olPp-Hot<! PII/t .~ folh:wi"~,s;h!dllh~:" . . ....1(~.O;<. 1 I fr<:n 10 rc _ H.OO": l).j 9~ & 11- 1- ~~~~~?:f~(: j""'n-wi~'d . 1 . ':S7Q lb . Z -2111b 1 -S7Qlb' Tbh Hun: ,,"M5.1'pft:! i.l.sing rl-.!: "'')(E'-O:2 ..-i".. ~,f-i,cu~,- aldll'u,clos.lld ,:,Vcs, ,I.oporuoiKlI: fact.or _ 1.00 Trvu loc;.&t;on.'NoC:End.blne. . HlIrr;UnI'f{koWll1.u,'. NO, ,.(Xp UttogGry_,a 8ld!il leo-.rh -', GCI.00 If"t':' 1I:Idg\\lidrh .' '!g).DO I't ~r5~U~~\~~~~~~~:~~~'~:;;~. 1.6~ lI"r ~~igtl.ed;I.S."bdrlrWbd ForCe'fI:.'{sttn~ Stith ~ lOft'---M~ .1.nd C"':)(H~nU'U\d Ch.d-ihng Tr{t><Jary "r~~_I;U7 ,'~ft'. . -UJAD'CA'SE nC€SrO'l'LnA.D5 H L.?lt l.:.Loc. .".Plt R.loc LL)TL 96:00 J-'- {l- 0 '!i06.00 7- -11-" 0.12 116.00 1- "-,, 116_00 7. 6- II O_.sO ~:OO 1_ 6. 8 'S~.OO Ll- 5-lD 0.'i2 :::gg: g: tl~ !~1:~ ~t t: ~:n l1ti.C{I 27- ~ 8 115.00 21- 8-12 O~50 ~t~! ~~ ~~~ ':t~ 3~:~: ~ g}~~ ~:tW '2~~ i:ti' 1~:n, ~t t~ g:~ ~~'zo':oo:e1.2J;6~1O, ,~lO;Ca.22~-'~- I> "0,00 .1bS' I 'X.LO< : LliTl Futener 2:1:7:9 . 1: 6-:." l~OO 61;.& j '=-'G-,4; 0:00 ns'.!) '7~6':'8' L~oa _6S .&- i 7~ 0-' s,i ()!OO ~nJ ,~Ht.:,n~; 5:gg 2Ul~.2 n~' 9~:1I ).00 51.1. 'U~ 9- &, 0:00 ns.l\. :17~ 5-.'& 1:00 515.2 .J.7:. 6"',,8 0:0<) HILl i2F 1- 4' 1:00 61.1 21:" 1- 8' 0:00 ~~~j ~H:~:'~ 5~~ 2H.9 ,u- '6- a 1,00 66.6 ,27- '6: 11 , b l'l5,0: ,17. I> ~tl',O "'-O,.~ ~}:~ ,27-, . tc" iJ>.p ~n;o 2: ,!JlQll, ""'0 , 11932 Di, le y,,-rr; Ie V.rt (eVet'( Te'o'rrt l"CY4.rt TC,'o'et,t T(,Vett K'~.n. OC,V'I'7! ~C.V"-r-l 4:'5,'," ..,TV?e.. ~( V...-t, TCV-=rt T(Ylt-f't TeVert TC Vtn. TC.v..n; Te Ve~ T( V.rt TeV!rt 't 1-1 1-1.~ ~~::~ TeVHl Te V.rt TCV.n; TC V"M' Te v,,-i-t Tt:.Ven rcV.n e-c V..rl eC'o'nt 83 ~ i'oshoTsky (tiP - , A4- . TR,USWAiL " " "' ;<;:.' SYSTEMS nT1T !l.o.I114lnll c..~.rots Crt>4JF,ftle. .....S_VV>"""O'.I"',,.,.t.~,Ii;l>Il"-oC"I~' TRU$PlUS 5.0 V~R: T6.5.52 "', ~11'~"...1.H'" -.. r....._r JJ:/,.. ",,1_. ~ 1'.......'_ or..~. ltl.... ">e" r~~'!.II-"'. ~~-u,..u U"_,1.--,4J"i..., -,~~'~ -:?a~ {... ~}I:J... __ -or "- U,#'f' r..... '_I, ....';~ _ .....n.,~jF .........,. (,1",,1..,-..1._ -' '.1_ ..'ij~~~;pJ:"!-:":'~,:,.....j~_~ oQ _'olwp_. ~Jn,',..z.I"HIId plHu te _N..~'-:'I" ri"'r;,.~"",____l ,,1.lu low:: -s.t~I.J. JIyI{R}JIN Gilead "II ""te~ O,!this sh.et,and gJve . c~piMI! to thJ E~ng contractor:'I>.'""") " , ~:::z: ~::::Z~"::2:':~~:":ll'1":: :;;:~:;: ;;:'7".;,:=:~.p~;:~'::;~:Z~"Z:""_ ,\.0; Dr I "LC..1673J.OOOO5~OOOOl 101 WT : ~~r~~~1!i1~~Ji~i2::oo' "'11'25 H~i .~~:~:iN:!.!: rolKal.. SJ7'g..,n............,,"""...o:l.n."-'........d_n.*P..'Io_il'1~1',.:r...~..~w i.b,.,cl~m!.~I.-ocZO),ft. Bld9,Code: TRC:2:003 ;'::.I[i:!iktZ<eC;! :;'0 ..., '...'.,..,L '-' v t ;~~.:..' :t-a..J. --" ''':I~''"'' "I::::="....Q.........- ~:.:.t:,.!<~!t>" t;".. :-;'i:" " ~i ; :.t.- t:. 'r"'~'~:-:,.I(.~:;.;>.JI~la~,PJi;;;:l;;;i.#:i- ! '.. :-j~f&i~f,:;:::~"~;;~ > ".....ao.;,,;,,; ~.~~ " "" . ~~~ ,.::~ _an_ ~ V;-.---..... el:l.'):f"''''''''' ~ 6'~~~~ 5~~ 0; ~~~;t;;g ~ ~o _.,'0' ':.: ~_t...:..:..: ~ :_"~ R' ,;2 I. .1; . \'~~'~;' OEFl RATIO: Ln..O n::: I~ ..,,~~,..", ".., ., -.' , .. ' ... ,- . ""'-'..('"''''~'. ;,"{;. C.""II~ll"""I~,;:"1 '~~~IT~ ~Jilit Keating Engineering LLC ,159 East 16th Ave' Eugene - OR ,97401 Phone (541) 242-0613 - Fax (541) 242-0614 email: keatingeng@msn,com ADW CONSTRUCTION PURLlN P201 Prepared byc SK .. '" (J Choice Conditions Data Attribute~ Actual Critical Status Ratio Values Adiustment~ , ,- -:'~j:: ,.. ~;:~'_ci.~'.'<::::,~:,,;.r,~"-" ',;"~i;~::-,:::~.;o;,L~~d~'::,J/fi?-"";~;Y: , , ' I (2) 2x 12 DF,L #2 '91 NDS Min Bearing Area Beam Span Beam Wt per It Beam Weight Max Moment TL Max Deft LL Max Deft Section (in') 63,28 59,20 OK 94% Rl= 2,9 in' R2= 2,9 in' 11,0 It 8,2 # 90# 4964 '# L /240 LI 360 Shear (in') 33.75 20,56 OK 61% Fb (psi) 875 1006 1,000 1,15 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Deft LL Actual Deft TL Deft (in) 0,19 0,55 OK 34% Fv (psi) 95 109 115 1- D' 0 00 , \ Datec 10/21/07 BASE Fb = 875 BeamChek 2,2 ADJ Fb = 1006 I Base Values Base Adjusted CF Size Factor Cd Duration Cr R~petitlve Ch Shear Stress Cm Wet Use BeamChek has autmnatjcally a'dded the beam self-weight into the calculations, i" DL Deft 0,07 in 1805 # Reaction 1 LL 1805 # Reaction 2 LL 1805# 1497# LI 696 LI >1000 LL Deft 0,12 0,37 OK 31% 1100# 1100# E (psi x mil) 1,6 1,6 FcJ. (psi) 625 625 . " ~,- >:'~'i;;'A!)tF_"I'::"/;. ~;-':'I'}_-'l;'I~'.:-", '.11_ , ,;: ,; i.:;' ,~, -,.' ~"". . . ., , Un.ij~~~!TL~~.z':';~20{~;~";:A' '~r~"~' ~ :'!'U"rijf6:~~-LC~::~"'';'' ~~~O~?~:~~7~2:':'~~'. frr ~"'t('" PvlZ-u~ 0 t... I I .6, R1 ': 1805 Uniform Load A ~ :Si'AN;'l1J;T ' . . "'. 'fG""'~'" I I 0, ,R.?'= 1805, Uniiorm and,parti'aluniformloadsare Ib,; perlineai"ft, \.- " .0 , Keating Engineering LLC -159 East 16th Ave - Eugene - OR - 97401 Phone (541) 242,0613 - Fax (541) 242-0614 email: keatingeng@msn.com ADW CONSTRUCTION RIDGE R201 Prepared by: SK Choice Conditions I 3-1/8x 9 GLB 24F-V4 OF/OF Data Min Bearing Area Beam Span Beam Wt per It Beam Weight Max Moment TL Max Deft LL Max Deft Section (in3) 42,19 25,58 OK 61% Attributes Actual Critical Status Ratio R1= 3,0 in' R2= 3,0 in' 12,0 It 6,83 # 82 # 5883 '# L/240 LI 360 Shear (in') 28,13 11,78 OK 42% Fb (psi) 2400 2760 1,000 1,15 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Acluat Deft LL Actual Deft TL Deft (in) 0.45 0,60 OK 74% Fv (psi) 190 219 Date: 10/21/07 BASE Fb = 2400 s AOJ Fb = 2760 BeamChek 2,2 DL Deft 0,17 in Suggested Camber , 1961 # Reaction 1 LL 1961 # Reaction 2 LL 1961 # 1716# L/323 L/528 LL Deft 0,27 0.40 OK 68% E (psi x mil) 1,8 1,8 Fc.L (psi) 650 650 Values Base Values Base Adjusted Adjustments Cv Volume Cd Duration Cr Repetitjve Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam 5elf'weight into the calculations, 1,15 :~~;:' :-\':,:,::-.~~-~.:-:-..."~,,,..,,:,~.~-':~'t~T{d;::;;:'t:- . ,,,JI''',~',,,~,,::,':,, ~_"!;;;;.;.:;':.;.P~~ ,1,_' _~.... ;".t,,,,,,,,~,,,-,,,,,,,,,,-;",,,.'...w".,,,..~...c,.,,,l,,:,.S.ll..':"'~O:;-;;.o.-'-~.:;_. 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Fax (541) 242,0614 email: keatingeng@msn,com AOW CONSTRUCTION CANTILEVER BEAM B201 A Prepared by: SK , I 1,3/4x 14 2,OE TJ Paraliam@E,S, PSL Overhang, Uplift@ R1, Min Bearing Area R1; ,0,7 in' R2; 3.7 in' Beam Span 14,0 ft Reaction 1 Beam Wt per ft 7,66 # Reaction 2 Beam, Weight 138 # Maximum V Max Moment 7281 '# Max V (Reduced) TL Max Defi L / 240 TL Actual Defi LL Max Oefi L / 360 LL Actual Defi Date: 10/21/07 BeamChek 2,2 Choice Conditions BASE Fb ; 2900 ADJ Fb ; 3278 Data ,466# 2409 # 1836# 1827# L /887 LI < ,1000 LL Defi ,0,12 0.47 OK ,26% Reaction 1 LL ,314 # Reaction 2 LL 1414 # Overhang Length 4,0 ft Total Beam Length 18,0 ft OH TL Actual Oefi L / 260 OH LL Actual Oefi L /421 OH TL Defi OH LL Defi 0,37 0,23 0.40 0,27 OK OK 92% 86% Attribute;; Section (in3) Shear (in') TL Defi (in) Actual 57,17 24,50 ,0,19 Critical 26,65 '8,22 0.70 Status OK OK OK Ratio 47% 34% 27% Fb (psi) Fv (psi) Values Base Values 2900 290 Base Adjusted 3278 334 Adiustments CF Size Factor 0,983 Cd Duration 1,15 1,15 Cr Repetitive Ch Shear Stress Cm Wet Use FcJ. (psi) 650 650 E (psi x mil) 2,0 2,0 BeamChek has automatically added the beam self,weight into the calculations, .' ,," , <I,~ .... , ' '~""~ ":y." ,.. _"~"'.. ;'>. , ,.'" ':.;~'\:li'i;-:H:,'':~::"t':9.~~:';';-'''!'~,., Yh;~:~..,,,~. to:~~]~;::~.v:.:~:,::~7 .~~..',~, ':::~L.::, ~~ '.- ._:~"n_ :'1".', __ Point LL Point TL Distance 1100 F; 1805 (OH) 4,0 ",.;:,... ':,,-.~'- ,."'..:.o.-;........,;z.'~ ~.,...'... ..".-..- -,. -.--.. i,'<,"~~'''':::'-::.:s::.:'"~:..~:i~-;;J'' I ~2<'i- 1M. (1)Slo1~~ :;;t; ~, fll4,~ ~ pt loads: I 6 R1 '" '466 [fJ1 6,', :R2'=24@, QH~4FT Ovei~a'nging load distancesar;fromR2, 'll,l\C;KSPAN; 14H Uniform ani:l Jiactial uni!9J:ffi19?ds arenis perlineal'ft Keating Engineering LLC .159 East 16th Ave: Eugene - OR, 97401 Phone (541) 242-0613. Fax (541) 242-0614 emaii:, keatingeng@msn,com ADW CONSTRUCTION FLOOR BEAM P201 Prepared by: SK ;;,t w Choice Conditions Data Attributes Actual Critical Status Ratio I (2) 2x 10 DF-L #2 '91 NOS Min Bearing Area Beam Span Beam Wt per It Beam Weight Max Moment TL Max Deft I LL Max Deft Section (in') 42,78 32,31 OK 76% q Date: 10/21/07 BASE Fb = 875 BeamChek 2,2 ADJ Fb = 1107 R1 = 0,6 in' R2= 2.4 in' DL Deft 0,07 in . ._"':-:-;~';:"17.~:"~",;>''''_~~~'r..I';'~J''].r'i''';;';;':'~C-;:-f, -.-, '':I;;. '''''<, '"'-'.',",''' .>-.;."".~",.....p'::';:" ""~:'-""'<':""f;;""" ,,_,",fr'oaa~'~ " c. - Linif~rmtC:-1 -=-A '''Uiilforiii''i.t.: I Point LL -PointTL Distance 1100 B = 1805 8,0 I Ptlo~d~: 1, _-~~OO~_" , . "~~' 10,0 It 6,74 # 67 # 2980 '# L / 240 L/ 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Deft LL Actual Deft TL Deft (in) 0,17 0,50 OK 34% c 400# ,1483# 1483# 1477# L/ 708 L/ >1000 LL Deft ,0,10 ,033 'OK '30% Reaction 1 LL Reaction 2 LL 225# 885# Shear (in') 27,75 20.28 OK 73% Fb (psi) Fv (psi) E (psi x mil) Fc.l (psi) Values Base Values 875 95 1,6 625 Base Aajusted 1107 109 1,6 625 Adjustmerits CF Size Factor 1,100 Cd Duration 1,15 1,15 Cr Repetitive Ch Shear Stress ,Cm Wet Use ','Bea,mChek'has automatically added the beam self,weight into the,calculations, "....~~?::..tE;::::..~~:;:r' ',! UniforinLoad A -~-'-_._-- . SPAN=10'FT .._..'~:1;.:';.".. , :rr; ,i,~~'.~.";-.~;_,,.._~, . ,:~ ,.,..._;,..'~ "",; .. --:-;,.;:,........."..-." .' ~" I I b , _R?_:"H8;J,~ .I" ' Uniform ana partial uniforrrfl6,;dsarelbs per, lineal It, . '. . .' '" " . . -' . .~. : ,.J~ flf'L,. '~ tIEl- Keating Engineering LLC ,159 East 16th Ave ,c Eugene - OR - 97401 Phone (541) 24:2_0613 - Fax (541) 242-0614 emaii: keatingeng@msn,com ADW CONSTRUCTION FLOOR BEAM P201 Prepared by: SK . t Choice Conditions Data Attributes Actual Critical Status Ratio I (4) 2x 10 DF-L #2 '91 NDS Min Bearing Area I Beam Span Beam Wt per It Beam Weight Max Moment TL Max DeO LL Max DeO Section (in') 85,56 83,30 OK 97% R1= 1,6 in' R2= f6 in' 16,0 It Reaction 1 13.49 # Reaction 2 216 # Maximum V 7684 '# Max V (Reduced) L / 240 TL Actual DeO L I 360 LL Actual DeO Shear (in') TL Deft (in) 55,50 0,56 13,83 0,80 OK OK 25% 70% 10 Date: 10121/07 BASE Fb = 875 BeamChek 2,2 ADJ Fb= 1107 DL Deft 0,24 in 1018# Reaction1LL 1018 # Reaction 2 LL 1018# 1007# LI344 L 1596 558 # 558 # LL Deft 0,32 :0,53 OK 60% Fb (psi) Fv (psi) E (psi x mil) Fc.L (psi) Values Base Values 875 95 1,6 625 Base Adjusted 1107 109 1,6 625 Adiustmenls CF Size Factor 1,100 Cd Duration 1,15 1.15 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek,has automatically added the beam self,weightinto the calculations, ... ;:';~ ":;'::-'<':',~:-::"':i:::'''::~.c 'r~';i" 'J,~," ".,":"~~."f.s;1 '" '~:.."" ~ _ " l .;CO - - - . _."''';.:-l;" , ':::;.\.~:".oi;:.'t~:':~~': -:,?Ir ""'1:;;.;' ~;;,.,i;.-P-",. ..,"')";' Loads Uniform TL: = A :Uniform LL ..', ~,"'~: 1 Point LL Point TL Distance 1100 B = 1805 80 f.:~~:.::':l(::::::-,~ I PtIPMs: I ":"8 " ..131'=1018. .t'PU~ Uriiformloai:! .A 'ffi] ,; r '-IE) Ffi),...J '~PJ'"N=1ElFr Uniform ari'dpa~ial,~tfp!m:lb~dsare Ibs per lineal It, -. ';...~..... .~ ~ ., '..-..,. ' , ~ /" ,AI')O (4) ( I ~jo'f) "'~ ,.;".1 ,"~& . ,R2=1p18 Z--f.li'.> ..~~) Pl~ Keating Engineering LLC.. 159 East 16th Ave,,- Eugene - OR - 97401 Phone (541) 242-0613 - Fax (541) 242-0614 email:keatingeng@msn,com ADW CONSTRUCTION I TRUSS SUPPD,RT GLB101 e 2.\ ~~ Prepared by: SK Date: 10/21/07 Choice I 3,11 15 LB 24F-V8 DFIDF BASE Fb " 2400 ADJ Fb = 2400 Conditions Overh , Uplift @ R 1, Min Bearing Area R1;::: -1.8 in2R2;::; 10.7 in2 Beam Span 12,0 ft Reaction 1,1156# Beam Wt per ft 11,39 # Reaction 2 6925 # Beam,Weight 199 # Maximum V 13553 # Max Moment 14687 '# Max V (Reduced) ,11633 # TL Max Deft L / 240 TL Actual Deft L / '< ,1000 LL Max Deft L / 360 LL Actual Deft L / .:: ,1000 Section (in') Shear (In') TL Deft (in) LL Deft 117,19 46,88 ,0,14 ,0,08 73.44 L.e6 0,600.40 OK -;.J OK OK 63% " V7€\~ 24%21 % 'Fo(psi) Fv (psi) E (psi x mil) 2400 190 1,8 2400 190 1,8 1,000 1,00 . I . I: . Data Attributes Actual Critical Status Ratio Values Adiustment." ~'JE'jt~_':v- .;:-~: ':; ;~\..~;-- -"~~,': G<~"" "",;,,"!>,,'''I'',n:..' :"; ~,:;".,,,. Loads I PointLL 1000 1000 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Deft OH LL Actual Deft OH TL Defl 0,16 0,55 OK 29% Fcl. (psi) 650 650 Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self,welght into the calculations, 1,00 "'~':"', ,.,:,.,~.~.. .,.:'_~~~':t ,1:'~',l;~ ; ~~";'--:' :X_'.'-'.,:,!,. -;:i..l },~~I'~ : ,'C:-'1{~ 'C'O,"'-',..'_, Point TL Distance F = 1905 (OH) 0:5 G = 1905 (OH) 2,5 Par Unif LL 1100 Par UnlfTL K'" 1760 (OH) ~ BeamChek 2,2 -708# 3808 # 5,5 ft 17,5ft LI 834 LI >1000 OH LL Deft 0,09 0,37 OK 25% ( J '?....'t""" Start 4,5 End 5:5 ! [K] [] [Q] " J .,6 "R2=,6925 , OH = 5,5,FT Overhanging load, distances are from R2.. Pt loaas: I :'6 'R1 '" '1.156 A,:. ?{ If.l 'I3ACKSPAN ~ 12"FJ ~.niform andp~rtia.l yDJf()rm'lgaa,s ,ar.e Ibs p~r;lineal ft, >- ("X(,~Z:?) (t)( \1-<;') ~~ '''\S J....J2. ? '?~f l\~ , II . ~ rZ ID ;. ~ p' , , , a c 0" . . .,~ c> , . ~ '-C'/c ?-,J ~; '" \1" ,. " ,.::;.~.,; '~ a ~ -A '" ~_ 1P . 9 , "~ o . <