Loading...
Report ‘ELF20i (o-W2$S 12,a00 S.}) (063-'' AvE ADDENDUM TO CONTRACT DOCUMENTS ' MAR 2 8 2017 Project: Landmark Ford Lincoln Service Renovation Owner: Landmark Ford Lincoln 12000 SW 68th Avenue 12000 SW 68th Avenue ;if - 1 . S } Tigard, OR 97223 Tigard, Oregon 97223 To: Plan Holders Architect: LRS Architects, Inc. 720 NW Davis Street, Suite 300 Portland, OR 97209 Project No. 214291 Date: February 23, 2017 Addendum No: 03 This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated October 4, 2016 Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. DRAWINGS 1.1 Sheet CS Revise: As indicated, updated sheet list to reflect Addendum 3 changes, revised per attachment dated 02.23.17. 1.2 Sheet A101 Revise: As indicated, updated code plan, revised per attachment dated 02.23.17. 1.3 Sheet A201 D Revise: As indicated, demolition areas, revised per attachment dated 02.23.17. 1.4 Sheet A202D Revise: As indicated, demolition areas, revised per attachment dated 02.23.17. 1.5 Sheet A202 Revise: As indicated, additional ceiling demolition, revised per attachment dated 02.23.17. 1.6 Sheet A251 Revise: As indicated, addition of closet and wall type change, revised per attachment dated 02.23.17. Landmark Ford Lincoln Service Renovation Addendum No. 03 1.7 Sheet A401 D Revise: As indicated, wall type change, revised per attachment dated 02.23.17. 1.8 Sheet A401 Revise: As indicated, ceiling tag, and new wall, wall, revised per attachment dated 02.23.17. 1.9 Sheet A701 Revise: As indicated, new door on door schedule, revised per attachment dated 02.23.17. 1.10 Sheet A801 Revise: As indicated, new interior finishes, revised per attachment dated 02.23.17. 1.11 Sheet A802 Revise: As indicated, new interior finishes, revised per attachment dated 02.23.17. 1.12 Sheet A810 Revise: As indicated, changes to interior finish legend and schedule, revised per attachment dated 02.23.17. 1.13 Sheet A960 Revise: As indicated, changes to detail number 8, revised per attachment dated 02.23.17. ATTACHMENTS Specifications: None Drawings: 8-1/2 by 11 inch. None Drawings: Full Size. CS A101 A201 D A202D A202 A251 A401 D A401 A701 A801 A802 A810 A960 END OF ADDENDUM NO. 03 Page 2 ��a RECEIVED OCT 5 2016 C 1 YO TIGA I) STRUCTURAL CALCULATIOWINGDI'IsIoN FOR LANDMARK FORD LINCOLN SERVICE RENOVATION NEW ELEVATOR AND STAIR OPENING Tigard, OR PRE'I ill 'Ai cost • N VG 7 I IN 30.t' ', / , rG ' !RENEWAL DATE:12/31/! /7 ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF THAT INFORMATION. NO RESPONSIBILITY AND/OR LIABILITY ARE ASSUMED BY, OR ARE TO BE ASSIGNED TO,THE ENGINEER FOR ITEMS BEYOND THAT SHOWN IN THESE CALCULATIONS. ItrINC e Project: Landmark Ford,Lincoln Service Renovation STRUCTURAL Client: LRS Architects Proj.No,:16-233 =ENGINEERS Date: 10/2016 By: BB Sheet No.: 2700 SE HARRISON Sf.STE.II,MILWAIJKIE OR,07222,503-607-0481.FAX 503-507-0486.biHebkengineers.com 1 ; , ' -V e2"1 . . .. /1 - Alum/g... r4-; 1 ...�.y - / I %'v) /a P 4Irr fr";._,Ief''7'.14. 2?*111,rthase- -. r t - --. wit /-0. . - ,' 1 va-r ( z k \ 7 512) �.. k - . 12 011 Wilms /5 zoo //t)'e- (26-'(-7 ci (4-1("2.) . (A/1 i1.1% I RVIII1. , C. Project: :rid .r 'I'a xi ,.r- n �llf d_ Icil III STRUCTURAL Client: Lid Proj.No.: ®.r®111111 ENGINEERS Date: 4//1-OI By: 05 Sheet No.: I 2700 SE HARRISON ST.STE.B,MILWAUKIE OR.97222,503-607-01Si,FAX 503-607-0986 bi11@bkengineers.com . . , _ .„.<:_v-i-E- it• 7--,,, fvAw pi-7 . • :_. . , fr(/441,55 . . . .. .. _.: . , . . . . . ., ... je /I./F,- . (.,.' b )1. -.t.c\ r 4'7 1 :° r -00 a 2 dz4 \=,. ..........._ ___..............1 i 4 i 4? . . p it.--a,‘- t;t2 41) J4 -r--- a 1 cifvz-/F-144 -:;‘. L-reit I /icy,.9:, .,,I.. (////Mre'l I - fr, '1 6'''' -.4e -= ----c---- 1-1 S l'ht:/ . 8 : - IIINVU®INC0 Project: l / or Icil .I STRUCTURAL Client: Proj.No.: ��®�®ENGINEERS Date: 410/ dam By: if* Sheet No.: 2700 SE HARRISON ST.STE.B.MILWAUK:E OR.9'72i2,553-607-0481,FAX 503-607-0486. bill@bkengineers.com r b 1 _ d-t11.,wfriN io,,f4re-i5 Ai if ; : Q _ . titer , -v,.. / ( .. . . . . , `;" -cam .. s e s : s i t r. . / ' r ‘ . \,.....,Id r ve7v PtY; .1 .1' it ,t . . _ t ill---- Vi , 1 : (44.... /4.-/a--- clie, *y��J/�*f //{yam./'}-z (74,..,51, -dP 7 )t- i 4 f ! v2t.r ll fffMMM���iiiPFF l- 4'1 ,,,,,,--/ 0. F �, _ ,,,, ry, 1 w-- f9?-war ; z R.; ii„..,,,, , !...7. e 1/4,(,)7 ctt,- i v i ,,,-.e.1.1 . . . ) k '.. ......4) g r i ,. .. ,-700,ot- : . . . • t 11111LIFAII INC. Project: ro , ■CII um STRUCTURAL Client: 105 Proj.No.: IPI`1111IENGINEERS Date: 41! I By: 05 Sheet No.: 2^0)SE HARRISON ST.STE.B,MILW°AUKJE OR,97222.503-607-04E1,FAX 503-607-0486. bill@bkengineers.corn . : : 1 - - --/iltif--zz.._ /,----:i9(2 /4/47_ atkre-ew el,p444m Av , ., W,s11/,1.t /4k r. . p., 14.1. . (/2,c-I icViof-0 __.".„! f i , , , z: loot „ . . . . „ , ti.:. -ram L4 ' re -IsAs'w- . difrp46/7(4fr v 1 y 2:,..-Wo M.? litAt V7,7 /71/V416.'/ 33 , i , .�... t ... 1 .s,4 4.t6., d; ';, -&71-•0"4"/ le4;741) /11' 13//-(4r7 ,; - 1 7 c. t4,.. OVA.fit _ ' ' ��.A.c' .' - � -- F I __‘.... . '4 345-36://.°.7 4. /WO Off 11 ---!---7-2-60_ 11 . 42. /c2 4a (c 7 'Z I Ix , ",:r 2:42 iicItIV; ,off 7,,-.7 , , 64747. ; Me-0 ''' 6 Y Cx ? 1 ' -a 2*e...41 X "31 i 0 /12— :, 2 r.I eo e e i r./'tom^ 1 _ (..e .C7L7 50"-4/ . frig sw,:fiel filef,f,- : /4 fq)...:zi 11.70 /62„0 ... " - ; Isr- olzt esp. 0a104 O2 . r. i " TATC tf ®�®®®IIN C♦ Project: 4, e ' ✓ ? ECM II STRUCTURAL Client: 405' Proj.No.: ®PCIkIIIIENGINEERS Date: dfi/ ,1 By: 05 Sheet No.: 4. 2700 SE HARRISON ST-STE.B,MILWAUKIE OR.97222.503-607-0481,FAX 503-607-0486- bill@bkergrif Prr ror I 11 0Tm,e S iFA,k ..f.3 Ml 'ti' Y '(}`,' 4 M•�iti' '�... M _ _ ... t. .. _ .�.--,.-..._.,- . xi ... f 1 1 0,9,461cel'Y'r."7 rits or r:A...0‘, , , _ , .r IA 71 It fili 1 '.g... `#.3.4,0* > 1 lt.„, #' t • { { .•�. a ' IIIVlI INC. Project: ' ,a Icil ■I STRUCTURAL Client: Afx§ Proj.No.: mndliRENGINEERS Date: IUUUI By: / " Sheet No.: 2700 SE HARRISON ST,STE.B,MIL9'AUKIE OR.97222,503-607-0481,FAX 503-607-0486 bill@6kengineers.corn 1tl I , — — — • .. . . . ,. .. . . .. .. ,. . . .. . . , .... .. .. „ . .. . - Al . -,i.t-.1?-i',-fi-voiliV ...' . ' • - : : . .. .. . . .. ... ... ... .. „ :. . .. .. .. .. . . L.12et • . . . , .., . . . . . ... . . . . : . • . . . . • • . . . : . . . . ...f. citi ., . 4 , / .... ... • "2:4-- 60 30 1 V i `r<-, . .01 I op' . :,-, i .•.. ‘: 4,,,,• i i 1,47/e.., I • eo, (7113--7 —4 3 STA) . : l' 4.4. 1 #. C''''' 7 P To' N4,,, +„.0.1,, ," : 41 ci • 440. 4,.:te $144 #1 1.1 449 ; • ,: .' 1714,4 .....;,: . ,, 1.t4 14 .efe"5I . ''''''' 3 7.:,,,,,c,.;.... ..---i-•.-01..1 - ••••••.".. ..rt fr, , , - •,e; .+:V7'lel.; VL:t41.1tST) Al "4- 11:41i.s•tarte?a • :— ..1 i/I 1-.-ye1 600 zi;(11 ..~ ....." 4,4,6 pr 40 vrP- .". .7, ,, AI 6-7 • , .. .. . .... .. .. .P5.1110Mrdia. : '4.1. 001 : lk Apy_.,, P:. ":' 9 0' 1 .:1111M.', . . . : . .. . ... .. . . . . :. . .. . ..:. _ _ . . ___ _ ., ,.. IlIVIIIININC. Project: 44,666%444.0._ ii5) 0,e r ".....00,1 11111111111 Mli STRUCTURAL Client: 145 Proj.No.: 111P1111101ENGINEERS Date: df/0-60,1k7.By: / "10 Sheet No.: 2700 SE HARRISON ST STE.S,MILWAUKIE OR,97222.503-607-0481 FAX 503 607-3485 tnil(qrhkengtrieers torn r ‘\•v-% :-::-:COritibilitedgAitta Ram. Ita ! Loads era .• ,,,,...,.40,-,,*0...,,,,,v4.4.;,-,0.44-.4,40,...4„0.„otaa.,..,,,, ,y,fram,40:,,;:,.. . i ' ISSMA 5 psf Lateral Load(Interior Walls) ef-fOlif"-44$161104;a4e: Orig,;,‘''4%.;;:re..qr.k;',.W.-MOK4141Eggettg.,4 "-*;1:;;',::?..,:;4.':..;"i;c:74f.'•:,,:;.Aira 4i.-:,..,4.t.'6'," .:;.'10rinfrOON.TE'f. .KM-#010.4014MONgriii10**: 4A,Ata4e'l..11050 ..-.'ti‘•*2'141°-4,-; • '.,,-,4,,.'-,,,i.•;,..,;m.:,':.'!"as,).--e.2;4gi:2•o:,s0!-.%.-S4:!!-2:!!:2,!-::2::-2:!1':!":'::'1!!•,"::!!!'•:•-.!!-!':!"-!,!;:2!.:"',. 54!...-4.: 0. k,t-- ::!:!.!..1!!!:.-,....!j...:!!,:.!:.1!!!:!••.•!N,,..I::,69-?.l.14...!!,!!,.!.....i.gg...4,l,0.:!•!,.'.?.'-•A.,;g..,i..2:$t..:.0'.,' .!:V•!':g2.1..!.!k.....i!.!!:!-!!'2•:.33..*1 g..-.!:•..2:0.::::,:•::::.N.•:!.:!.?R::.:'•••.!!::.!;!!::.. #0;.:...ei:;;:.;!,;,i'...;y;;i::;-::::;,';;;.;;;.;,•:.,,.7....,.-'•0,7.'..:-..:.t•.;;#16t , t - .'( 44, i,i , 9il g ;; ., .4 97 33 4-...-;'.23 4; ,::::: i.g::...:'4;.r:a.!..!.!,',,•',:.!."!..g';... ;; , 97 12 177 :.. 1 3.81 5.05 7.54 2.42 3.40 5.61 7.45 11.39 2.86 4.31 7.46 9.97 15.65 8 16 1.73 2.47 3.78 5.02 752 2,37 3.35 5.57 7.41 11.35 2.81 4.26 141 993 15.60 24 1.65 2.39 3.72 4,96 7,46 2.28 3.27 5.49 7.33 11.28 2.72 4_16 7.31 9.83 15.51 12 . '..1;74•'; 24? . :,.3:f5:.;.:'.,:75;0."...:`......,....%:::it52'.:::. . 2:15':.,.:.:-..:':1*"..35. •, ..::5; ..'.:.'.(.1-1:. 41 ::.: .!1145:.-. . 280. :: .::.t..A..l.s ..0.i.....-- 7.F;:4'.../0.:',:',....::i1891::' 9 16 1.69 . • -2.43.:: : •',..26;74 ' ': -.4:98--;:,:!•,7:,..221,.48..: • 2.32 ! :130.. 2 -,•"5.62 .1..-1,.. 7;36,: •,•••,•. :--...i.1131...: .2.,214•-: •.,.-.4,16!:.--!, :,..t25:,•..„:„.-..... ..5..'7, ]....:.'..:,.1553::. 24 . 1.55 . .233• ' 3,66 .': 4.90 ....:741: : .:2.2.9 : 3;19:.!! ::-.S,42 - .......126.,•_!,•:.1.1.21 .. .4:62'•!•;•: :4:03' . 112.2,! ••:;161.1 :2,•••••-'.i5,20 12 1.70 2.44 3.75 4.99 7.49 2.33 3.31 5.53 7.37 11.31 2.73 4.13 7.14 0,58 15.07 10 16 1,63 2.37 3,70 4.94 7.44 2.25 3.24 5A6 7,30 11,25 2.65 4.05 7.05 9.50 14.99 24 1.51 2.25 3.59 4,83 7.36 2.10 3.11 5.33 7.17 11.12 2.50 3.88 6.89 9.35 14.83 . „..,. ...,. . .. .... - ..,.. -,.. .. .,,..„. . -... , , ...,. .,..... ,.,...,.,..„, .. , ........, • • 12 - - 1.60 : 234 ".23,6.6..::f-...:::... 4X.'.': 741 :2.17 - 3.15::-,',2.••••:2:515:::.:::-..•:::,;•;•725'•!:: 11.19 -'2.55..!.••••• ::3.58-.......%'....6.612?-,.:::-.'.:,"9.-.90!';•••••'-:•::::1421-:'::: 12 16 1.51. . 2.25 .3;59:•,:::::::•..•:,4442::' .--,7.34 226--,: -'3:05:2'..2:. 545..:'.2:"•-.:.::...7.16'..'2!.::.•:::::11.0,9 2.44 ---:. 3.76::::.• '.!•.--,26.:55.!•:"•!.---•••!,ta,"08::'-',!--:,!!"14.09'.......• 2,4 '-'14,4,.!.-..r....-'.•.?,?f,).7..- A49"•:];'•:',.. 4:0.7.:,..,:..:. ::::.14.1 .. .':18§..:,i,'.::.. ......416.'.::':':'•:':::::-AP:5::':;-':..t.fi,§:g.-:.:T!,.:'-:.:'19:,0.9.. 222 .-,:';•'.143'.::'••':-.:•:•::.••:01):••:.;;•':.',.:-.:',.141;§6:: :-.;•:::'4W,...:. 12 1.48 2.22 3.55 4.79 7.31 1.95 2.91 4,93 6.77 10.96 2 32 3,56 6.07 8.26 13.08 14 16 1.36 41;lor 3.44 4.67 7.20 1.81 2.78 4.80 6.63 10.80 2,17 3 42 5.91 8.10 12.91 24 1.11 1.85 3,21 4.45 7.00 1.54 2.51 4.53 6.35 10.49 1 B9 3 09 5.59 7.79 12.58 12 ---1.34 !!! 2.27 : 340•.:::1-::.!-4436;'-1',...".:•"!..1:::-711:;1! :::'::401!-:::•t-.'"•!':•.:.:.i5f...1'..i .. .44'i.:::''...:]...: ..610 .:.51)5-. igs' 318 .: it-......':...i:::;.::;,t3V:''::::',:lij4.-:' 16 1,, 16 -1.18 '':'1.90 , .,4i24:;.•;:.•,:'.,-].:-.,..4..f46;:- :-.--;.:,..07A1r:..-%•,..;4,:,.::1-a.:,:.:1:-.::,:::•.-.:,p§:.:::: ..,,-'.::•k,21.-..:1;':.'51:91,.a:;•i::::::::::24:9P.:',.::.:.;•:.,.,.:.,:-.1i6.7.::.: 298 - 1-518:-T---2"22.:::". .712.:.:2„.:::::".,-,:!•:,!,-1152.2:::•:::: `. -. .. 24 . . .0.87'- 1.59 ,. ...:::.2:96I.J•A4,16::-.••::::: :::::::::::•.:671.14-.;!:,!.:.:::•1;201:! :•:::::•!:::',:::::',i12:::::!;W:,:!,2.N6k;":'!]•.:2.:•i:::Y:.,!2:64t:;::: ::. • :2,6..'.2. •.:_::-.::!!..12:-..:" .2,6,1, 4.79 .:::.,:;:213227.9!:S::•::.-...!:::.!1109•;?•2: 5 psf Lateral (Interior,......... .,...,........ ;..; .;• ...„Walls) .."..1,:.;,:ls,-,,..-,--,-,,,,,,,,,,,,,,,,,,,e ,,,,,,,,,,..--1,--,,,,,,,,„wp;',..-7-,r,v0;,,,o-,;:,;e,-)yx;;;w;.p;.r"-o:T-::.•...z,-....f4,;:,lt,.;,00:„,.....*;;,,rfo;orie.0.4,,,,,,,,...„"_ „-.,,,,p.„...; .,,,,w .,5,„44,,,,,r4,,,,,,,,,a,g,,,,,,,,,..00,.-..,:c-..,,,,,,,,,,,?„,...,,,,,,,,,,,"...,,,,,,-....,:..,..,„,44,-....„,„04,-, 0,,,^-,-7AV.4. - rAW.,,}r''.-Pf..t::.;.:.--:::,-,--:-•:4-,*,-,-.i.1.,;;,i:.:...:4'.Y.t:-.0g-4.30.„WS:.; e.egko.opigottoittegio-4tot.4 ilkotgft.;ft.,---',"::::::,------"------,-::!-.,±:69-%si'''-:,.."2"::::'-:::!::':"-:',:'-•"!:-33 it5.r.3.,?;0::;#1,,Foklor;;,:;;,;::;;;210-1,i,i,,,, ,,,,.. ..; . .',70.f!!f:AM..1g..-44:2.0 . tIt'110.,, t'P'-' - -; ,4 .7::-:::,:::,,:,:'..Alf'---A:g '-14...'-,in:41: 173:::. .,-.,.,,,.4..,,..,,„..„_,66,., _..:. p1... ,.. : ,116,..,--, 43:::;;4Ei-.,',0::;. ;, ,::; .- 68! :,...... ...!7 ;,....118 .... 12 2 43 3.57 4.74 7.21 3.35 5.43 7.25 11.25 14.30 4.47 7.74 10.29 15.98 20,46 8 16 2 40 3.55 4.72 7.19 3.32 5.40 7,22 11.23 14.28 4.44 7,71 10.25 15.95 20,43 24 2.35 ! 3.50 4.68 7.16 3.26 5.35 7.16 11.17 14.23 4.36 7.64 10.19 15.88 20.37 - " 12 2,40 '3.5' - ' 473 • 720 -., 7 3. 3-.. ''' t'411.,,:. .•'-12'*'.--''-- -fiT23 7#4.7:-]:::E--',...444.5.-,..::..:-;::-,'71/i::::::,:::.:..::..!2::,-;,-,:ftati--..- 77'''-'1'20.4-1 71 • 9 15 237 3.52 4.72 . -.7.17 3.29 - ...,47:: :'.*. 7.19 11.20 44,.': C.';':':':g.:::,..4;',4:'::•:::..i."-...::::,-.:•,:EX67:.-.::..::.:•:-:-::-;..:,,.:.10'...?.., :E, ,:-.1. . 1 22.29 '..,:. 24 • 2.32 3.47 45,.,:.,:,:,:::::::;:44.2 3..21:.:.:..,;'.,.::::4.30 7.12 '1113'.::::-.,!:. 14,10':;:::::, •;.,',-:4:::1,0„,...:',1,'...,-.:::.,:•":7..$T.•::..,-.'10,13 , '15,83 20,31 •:: 12 2 36 3 53 4.71 7.18 3.30 5.38 7.19 11.20 14.26 4,41 7.68 10.22 15.92 20_40 10 16 2 34 3.49 4.67 7.15 3.25 5.33 7.15 11.16 14.22 4,35 7.62 10.17 15.87 20.35 24 2 26 3.43 4,61, 7.09 315 5.24 7,06 1107 14.14 .... 4.23, , , 7.50 10.06... ..,.1 :76 ... 20.25 12 - :2.32 • 3 48 '- 4.6.0 ,...70,'3;.'1.7:;',",;;i17:74' '6'ii ' iidi i.Fg;:;1;:g4.4;11.iO;:::: :':4g::::;i*:_j'R:!Akf.)::''.,;:;,. ...:1Q*:::M7,':.zrt,fi4;1 _r3--, .:,.:.,.....,,, .. 12 - 16 - 226 3.42 : 4,61 -:7,99:2::',,!7.2:0645 i 5.24 796„.::.. : 1107!:::-:-.4:!,•*:.:041...E::::.:1E: '..,,::.:‘,.,.4..2-1- :.4,-.:.-,-...;::-:c.4.-4p-.1:::::: .:.:: :-.19"-P.,..,0-4..r,... .APM4 :::-::4t..?p4........ 24 214 . . -:333 4 51 7.00 '•' -71,..00 1 5 11 ,6;48:i:,.%:: 1094 ::7•,]i :14.033]:-,::,. ::',: :4.,iii6::::::::.!:;;.41.:92.,:,:::*:.A::4;90A:44,§.',99:‘:-:::::.]:a4:918;::•;::.: 12 2 25 3.42 4.60 7 08 3.13 5 22 7.04 11.05 14.12 4.16 136 9.96 15.72 20.20 14 16 2.16 3,35 4.53 7.01 103 5.13 6.94 10.95 14,03 4.04 7.24 9.84 15,61 20.09 24 2.00 3.21 4A0 6.88 2.83 4.94 6.76 10,76 13,87 3.80 6.99 9.61 15,38 19.86 ,2 ,. ...16 -.1 7'444.-..,..':.I ..:'4.52 :'.i: -. TOO , ...3..02 -...0.;.1f,..Y'::....'.::....;.]...40 :::E....'::::.:1(1,...55 ....:14.01 :.-03 .-0,95 9.45 : 15.15 1970.' 16 ' 15 •--2.05 - -340 01...43 :','::•:'-'6,91:.,.. :::.:!::219..::: :.',.. i0iii..,.. :::::::,...:-,...-E;,*iw..E.-.,:ii..0.8o-..:::- .ia.ss :,, ,...7.7: -518 9.30 iiao 19.62 24 , 1.83 i 106:•••!!!!!2.::!4:26:•:::!!-:.:.: 14,,-.:...,_.:,....,:•;:gti:..:, ','...E'':::..0:t::.':::,7..::::':-:,*5C:':',.:: ':.::10:53::::::•-i.,.•:..::13:6,6 , -*:-.3;46:: - .. ,6,46 9.00 . 14.68 19.29 15 psf Lateral Load . . .'r.fig:4;fri*.A.4::.;-; *:-":,,.0.;"Ii•J,_,;' ,4,,:agNt'-?. .,;:,-,:-'..x,-..1,,,,.*#..*'_;.''.'.... .;',4,,;?:„.;;-7-7,-:-..;;;,,,,,r-J-47,,,,,,,*',..t,..,rf.,;7=,--,..7-, ..::-.',..1.,.:.J,-.:,.'7...;,r.:;,;.;.-:..w,g-.,;-; - .l'4'-'1,*..,4,,:.:).;i:,.,-,17.....-;,..,.',, -0,r*,:aW0 i--4.4i;:g.i.' 4$iiiie!:'.!::k,;::::::]=Pi;j::;.:441VA•-.4;-...Vk.'"-: iiiii;I'' '-:'-'--'-':'- - -i.ii;c ' - ' - 4i k,i iiitf :-- ' -1'144,,Wei;.' --....-.'A : oolt-1,'-5..-• - :ii'..•-.-1--•.:;''.....•:,43:.....::.::-54 134 ,33 • -43 r 54 : 68 ' 33 43 -- -,54 68 33 •-43 54 •••7:''!2,,68',": 12 1.37 210 3.56 4.66 1.09 1.72 2.95 3.98 1.44 2.20 3,14 4,96 1.77 2.79 4.71 6.22 8 16 1.16 1,89 3.36 4.46 0,91 1,53 2.77 3.80 1.23 1.99 3.55 4.76 1.55 2.56 4.49 6.01 24 0.78 1.49 2.99 4.08 , 0..56 1 1.16 2.43 3,44 0.85 1.59 3.17 4.38 113 2.13 4.06 5.58 - ...-::••••"!.:; 1.2 :::......-:AA:.:.,...1..:.::::i0:-.....:: ':.:::'-'0:ftr:.::.:'..•...:4A0'!:'.s. :.:..:lE:::0:4t1:.::::: ...f.:.0.c.:::::"•':?.-04;: : ...7 :9',.!4... 121ii.'.!':;.: :'i.-::....:!*,7:.•:fOi7::::::.'.,'::',:.i:..-., :-:. i'iqi ....::;:!•.-i$.'-',.-0..1.''1::-::::..:,.:J:4f"..;::-...E:....::.:4711,.::;',.... .....' 40 9 16 .:....i::,.:-..:::.: :..::: .,-•:..!•':Ol.,00:: .::.•.:::j•-:st:-...::!:.;-:.:.2*::..::: ‘,..::-*::.;:.: .;. !iO...:..-i'..::Z::-1:4:#1:;:.1:..: i:..*43.,4:::.-.....:;44)...4;--.i,:.:0.,19T.....::::::iliAe.:::::::.'......'.3..R ...-i::-::.:.:4•.P :.!.::.:::-1:$.0. ::'::':::...,i10:i:::-. '.:'..4:94:;;;;'!!:'...''414t:/,' ..:;:.'••••,•-.24.':::: :.'.046? .:..014-,.... •:.:‘248 4.Air...:,:. ,:,,i..?fl.i.4.:;',.:1.4).03.4,,.,''...,2.()9'7.,:,.i.:;4,94.:.,:.:' :::::,W.:,: t2f'.,]. .,;:-....gAe:.'i-..:i... 71 -'..'::',..eri.),.4....::::.:1,6.0:•::,7'::.`::;3.4.4....,:i ,....-.:.:fi 114. 12 0.90 1.53 2.71 3.63 0.70' 1.25 2.31 3.16 0.97 1.64 2.94 3 94 1.25 2.13 3.69 4.95 10 16 0.64' 1.25 2.45 3.37 0.46' 0.99' 2.07 2.91 0.71' 1.36 2 67 3.66 0.95 1.82 3.38 4.65 24 0.17' 0,74 3 1.99 1 2.88 - 0.51' 1 62' 2.44' .0,23' 0.84' 2 18' 3.15 0.42' 1.25' 2.83 4.09 12 0.47' 0.98' 1,90 4 2.62 : 0,33' :0.78 5 1.63 1- . '2.30 " •0.53' 1.08' 2.10 .,2.66 '0,14 1 1.46 2.65 , 3.66 12 16 0,18 2 0.67' 1.62' 2,33 4 - 048 a 1.36' 2.02 4 0.24 2 .0.76= 1.81' 2.68' .0.41' 1,11 2 : 2.32' 3.32 24 - 0.13 2 1.13 2 1.81' - - 0.49 2 1.51' 0,20 2 1.29' ' 2:03 3. . - 0A9 2 1.73 7 2.72' 12 0.13 2 0.53 2 1.27 3 1.83' - 038 2 1.08' 1.60' 0.18 2 0.51' 1.42' 2.031 032 2 0.90' 1,82 2 2.61' 14 16 - 0.22 2 1.00' 1,54' - - 0.82 2 1.31' - 0.29 2 1.14 2 1.73' - 0.54 2 1.49' 2.28' 24 - - 0.53 1 1 04 2 - - 0.35' 0.82 2 - - 0.64' 1.19' - - 0.92 2 1.69 2 12 - 0.20' 0.82 2 1.26' . 7 - .,-0.64 2 1.0 2 • - 0.26 2. 0,43 2 .1.4i 2 ., -.. 4.4.6 2 . .-1.22 1 1,85' , • . .. • .16 : ..16 :- • - -0.57 2 :0,96 2. :' .•.:. '.- . ••-0.42 2. ; 0402 •• :- 1-0.66 1 112 2.• • - :012 2. ••1 :091 a• -1,53 2 . .. . ., . . . ' : 24 - " - _ 0.131 0.51' : -` =. -. • - 0,34 1 - - - 019 1 0.62 1. • - • ••• •.1 :.0,38 2--• .0.97 2 it If no note,deflection meets L/720 'Deflection meets L/120 'Deflection meets L/240. 'Deflection meets 4/360 'Deflection meets L/600 41 I See Table Notes on page 31. . ... -,..,,roFr-,t.n451v,.tm..,:,,,,M*,pr.,gt,,p'aek2Lt,MM:ToArAVr..Vle.;Jirrfg,„qng,TM4, '1,04rirMilr.41.4irigr:`TM:=”1,3. *.4...ATZI ,441,71.17Z7ggregni ..'i. g5, :.;'.,4:,„:,....w...,4,1,40..,..:',•;s7ii;:takegigg':'1,:lt.5150406:Migi.):0:,..Y-0410.0):V&'iggcM,AM,Si„.; ,. . .,:,„..6....,10,E,:wa, iA,..;41.W,4...,0,,,:.,:q....,...,:tr''''1.4,";;;;.7 . .,, , . :. ,; '. . ;,,,,,,,,,,.. ;,/, tswt:yddgit:;:kg;o.okitg.igtlgiliteaoBl,:;Mfttftteigz; stget:oskmaktlekdg;tazVtfe'j..:&&Fgtii;...,,gg,;ge&s.xtgta7:FBlgMZ1M1.17iriittPikl /,), j 4 g �eNNS . . . ... p.., , Abik t k , , i , . , mic..(raQ. .4-.1o, 4./..... Y it ?73 i `"o 1. • _ /2 1,..(11.. . .( 5,.s.,-../1").„.. .7,67. .6.T.. //k., ..,_ --1 t ....to ` zoo-4 t , yi r` d 2A/(-"-- 1 1 MII®V® it\ • Project: ' Icul II STRUCTURAL Client: Ael Proj.No.:_____ ,II RENGINEERS Date: 11/U %'By: 05 Sheet No.: 2700 SE HARRISON ST.STE.B,MILWAUWE OR,97222.503-607-0481,FAX 503-607-0486. bill@bkengmeers.corn i . :, : : ;.__ . ,... .. _. _., . : . . i d e (5 n44 WA (-- I . fr . . .. . ..... . ... i 4 j 4 I A 0 t V ,` I 89(/// ice' ! reL )7 k 4 1:5 `14 . ( 6." .I re/4:7/47 7:!\,Z,/,,e7-1 iG z 111111111/11111INC. Project: y✓ 111111011 ■I STRUCTURAL Client: L Proj.No.: 11111111111111111111ENGINEERS Date: 417/1-10, By: MS Sheet No.: 2700 SE HARRISON ST.STE.0,MILWAUKIE 0R.97222,503-607-0481,FAX 503-607-0486 bill@bkengineers.com i I t R . qopii. . .. ' '' '' ' . , ,, ,, ;e•.. , . lc „ . /4404) .-..!).., ,..5-:,•.:..,,, I, . ...;., . . . . . , : . , . ._ , . , . . .. . .. ( , ,. . t Fv P. ri . r-. 5 i y • /Vr .... , :t .f ... . .. .. ....... 7 ? $`" . 1. 1 tl!/ ,J!r✓[i, .41:704 r7;119 - �7 Mei 6, : e 4-7 42 / x: . , �. _ v.d° , • v•./ 1 .,-.20 it • . nrKeivPiivi mi, -174,471c ... , r 7 7 "K3 .1 ®1kIS®®I \ C. Project: nr ,/F AAP �ijl6 ,a ■CII II STRUCTURAL Client: arel Proj.No.: ®11.C1111®ENGINEERS Date: 47 I 4 g 'By: / 'f _ Sheet No.: lo 2700 SE HARRISON ST-STE B,MILWAUKIE OR.97222.503-607-0481,FAX 503-607-0486, bill@bkengineers.com