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MFG.Cu. � ' -_(PLAN ROTATE 4!)0*) a�o�,ECT FoA � � � + ExI51'INCU C.CPf�TR.Li:.TIG f tt'#,a'.;N� -__ - 'NI P',' tff}_. � 'P�.IMN:Y .. 5/:gl' Ge r iHT`rk i(>I� & %v,iV1. /�' 1 "" -.�1 `=► I . - 1' + r' ' W -G `' � ' r• C� _.�JS.-.I!!._......--._ ..... '•�'' 7_1• -i •.� .. , �. '7;?_b-._ r _Ott s . CX.+lr_R�TF T11..T" Uf R144 U5 ----- - w M!✓�AL. aT1•lU� l/e `�#° it7. C�,.;�" S tt oAY�- tr� •�.+ 040- E)(!6r 1 14-, d'� COW.. r•''✓V,MR•( !.±I`I iT y�i ``H :.,Wit.L �.�ISD i�:i 1�1 evi�c. `T u U`5 'i' C-1 yr. tw I hiTF & NORTH - I_E 1"•}l�•w W' cork" r .,5c H R:i uM i r� 2"w . v r�'. a. Pv9f 1 m 1� M OTA4- 103,m,,)1 `-, 9. cr[5" .• c- +! a r >! I;. s � b R _..-,r,,-- r•.-,r-•• f, a 4;►.a MET '127P �+I �S 4•FI..�i'• .. _......_. ... , ;, :T1Nc � �'UILVIHC F NG AMV,t'_. I0 _ ---- :_- 4FW ►��RTf`r -n I"' � `� s T ICS. . PLANTEY' n t't d -' c . �'/ �. - M STA;.. jr�I. �C�.).t Y rR i ' 7Y1"E x Cv �`. `' :... . . �► .�: .. ,� nl 1 ^Y . ,-rua� icy _ Grp �' 8 t 1" F4 ^/3 '.► �i.�RRi1,46 dr. ' � t.�`fP per. i �.. GAN , /.' l I' t _ . / M'r L .- uO �J `' A.MS�J btdt:4K M11*L#411T P "wr? r3�,A Exi 1 n1 w R 1 IN 4 w�Y.161 - �' 11�i111?is�l T r �'I'1►i 11'111'I'1'I'1'�'1'I,'11I'11111'I1111111I11111(IIII111',IIfi1111�IIIIIII'�'IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII'III'III'I')II'III'�'I'!'III'III'I'I'I'III''ITIIIIIIIIIIIIIiIIIlllltltl1111) •� ,.' •�► imp 2 3 14• 5 6 7 8 9 10 111 I NOTE: IF THIS M ICROF I LMEU " ""•tom """' "`'"` i DRAWINF IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO I THF QUALITY OF THE ORIGINAL DRAWING" OE 62 92 LZ 9Z SZ VZ EZ Z? li' OZ 61 e1 L I 91 91 V I c 1 ZI 11 01 6 9 L 9 S V`` E Z I a1•> tr1111111111111uulIIIILItIlut161uluui�111111uI1u111Inlludutlllutl��ii11tt111nllllnlu11I1111IIfIlI1111I1i+IIII111111111l11i11lIIIIIIil111Iu11itllllllnlu111uu111uI111�lulllnuillnluil!11111111jU11�1111111111111111111III1111W1WU111111111li111�11111IIII11111111I1W11� � APRIL 111991 . MATCH L.INFI,— d - -- - _ - - - --- - MATGN L -+ • Wo 6TLV FA6TENERd 640T IN 2'OJC- `.+ DUILDMG CODE IWOi IATION EX16M OFFICE BELOW r OCCWANC1, DKI&WIlAT10N D-2 DOOR 8'GONC. BLK WALL CC"? JCTIT1' ON r'E v N OT:ONC MILK WALL OW ELECT. BOX BELOW M OUILDINCi :REA& hEZZ4NME 320 WPT. - NUMeER CF EMPLOY ECS: - - 4 12 E E S1'RIyCTLRAL DATA : ( l WOOh 6NRAME A2 Dosigr Live Loade: l l LATCHNT ' LANDING SEE A102 Roof c &now load) ..-._...____-.-_._...-__... 25 PSI= l I `�' r,C, I l Qr J Partition ,' Ilowance .__...-- - ---._- 20 pef I l I I- EX16T a 6KY1.44 T I l Wind 90 MPH, Exposure B CRANE RAIL &JPPOwr - l �'�'^ _ --- , Seib ,-, Zone _______ .._ _.__ - 2 - - l TO NEW COLtMJ f l TO � _ I I l 3 0 N 501, Bearing Pressure 15cl0 P5F FIXTURES - -- r STEEL `� �LL I l • � � I 6TA11M AY To HVIGATEp AC P}lE�ADR DI✓161or, i GENERAL REOL,'R.F"=N-5 I _ • ( '� I ` .al: work designated on these ciraw!nge and epec!f catlons(notee) is to be r+ ` performed in a workmanlike manner in accordencP. with the plena, END STUD F,46�M i ---- S'x4'x3/T 4GETUBSTEEL l 1 p l X — epCcificatlons and tie a minimum reowre-+ent tree specified Building SWOT-IN a 2'OZ. -` STAIR 6TRR�GEiIt Code. I l r' nd 'r8ter!aie aha., be n accordance L, th the ♦---- r+--- 1 (` All construction, methods a , I l Oregon 1985 Structura Spec+a'ty and Fire t L'fe aarety Gede ^�Irlmum AI - ----- requirements. -- i - - The Engineer is not respone!bie ror on site super/'s;car .,r,'ebe 5ceclfleally �___ i16'x34''F1LITE 165044RELITE retained for that purpose f7OC7!! - f eELau a btti'x 21�uIL 36+1-ice COL. aELpW -- :� ' 2'-&'x 2'-&'x 12' F'TYs. I I Division 3 - CO'.�CRETE (o'-41. Make arrangements for an owner provided concrete toot for any structural g - - - - - -- - �- - _. f - I pour exce,­ding 5 any retesting sha i; be provided by the ontractor. - Minimum cement content for a c gee of concrete to be 5 sacres oar "— " 1-5EAM FOOIA" ING PL4N— cubic yard of concreteNY _ Minimum concrete compress,ve btrer:ath: 3000 P.S.I. in 28 days. NEW 4'd CL.--� 6' O Comply with A.C.I. codes and etarda%ae ror all pronortioning, placlna and NEW FTG. 11 curing of concrete. C2'x2 alfa' / uring compound: Use +-+unt Arocebs Sika Corp. ' Sonnoborr 495, or equal. -- � CRANE �tAl�--'"'' . I -pp'y according to manufacturers inetructlono. •T � LO® PL04N Reinforcing; �-S.T1"l. A615, oraoe '0. Lap spite* 30 ea`^eters at g 6C.4LE•I/4'■I'-m continuous locations. Wei,cled wire fabric: Aa M. .�i85 w're: AZTT1. .: 82 APPROVED FOR CQNSTRJCIION Accessories- pro/!de embedoeo -:b.TM, A307 anchor be is zip stn c type PAINTNG, EXT, WALL C4y'E1" 4 E>0006M TO S4010, slab contract(on joints aro other accessories as indicated or -eo.ulred. ( WOOD p� REL, FRAMES, EX16TiNG CITY O TIGARD Grout: to be pre- roport,oned. non shrink, dry pacR or flo�ab,e, depending iyq�ry.l WALL TOtJC444- <` p ,-S,_ on fielo conditions, 'Ecc b master Builders' or eouai PER�`;'iIT NO� iTF_ AUDF.L����` -- -- -� -- verify exterior Wa .end slab f'r's�^ eytures prior iv concrete placement pESIGN CHMraEb, _- of those iteme. L DWT LID NOT SSDARY. gY_ TITLE �� DATE'S !3 2. U& WALL6 3. I _ E5'Kk1AT T , Division 5 G+�{ -O✓ER J Hot rolled structura', steel x,.5'". .:36. ��,�` -- — eon`O.J. - --- -_ . 55 kai told- FIRE6�RMG God ro,led or formed steel: -..'S.' --- 5tructural steel tubing or pipe: A.S.TM. A501 or Bolts or rods: A,S.T!`i. 4301. U/eldina: A.W.S. cert!fled uaioers using E-10>eX electrodes. _ i SU6P• GLG Prime paint!ncl: shop prime all non paivanized 5tructura; steel membe're --31ii' FIBERGLaSB INS. Witt-, zinc chromate or manufacturer'e standard product. - FIRESAF!NCs INS. __ _c�Il�raEN_DED '"'-BAR CLG. S` STE"" p�FLEE- -- ;;, W/ 2X4 LAY-iN PANELS � NEW - VIC Divie'on b WOOD CONSTRUCTION - _- -- / Light Craming: s.4& dougias fir-'arch, graoes as indicated. lulair members: !nduetrial orade or other at, 'ridloated, fb= 240C pe'. EXIST'G -- J A Pressure treat as required for conditrons of exposure. PURL IN 04' Off, Supply from A.I.',.C. members plants only. - --- 5ubmit shop drawings for r to; i ' Ena!reers review, pro0 _ 2-:I�z'x21iz'x3/16'x6 ---= � A A M fabrlcatlor. PI!wood i i' panels with r.P.A. grade stamp grade as !nd cated. .ANGLE CLIP o EA. y I''URLIN � Framing Connectcrb: 'Sim 5tronca-t'e' or as approved esus. by tree - TUAUITIN VALLEY FIDE MARSIIACO�fICE YEII►:FY Eno ineer. I I EXIOT'G 4xt2 M.4MIQAA-L. I � APPROVED . . . . . . . . . . . . . . . . . . . � Yreat!ng: - A;I meinbere in GOrtACt w!tr concrete or masonry or w'tr'� 6' or rade I � LN-sMfi is CONDITIONALLY APPROVED. . . . . . . shall be preasurs preservative treated. ` ' APPROVAL OF o 1 I LAN8 18 NOT AN APPROVAL Of EXIST"G OMI3SiON`v'Oji OVERSIGHTS. 9I COP. SEE LETTER k^red�F� Gpmply with UP.C. Chapter 25 minimum reau'remente, fram'rq cor,r,ector 1116' WAFER PO•:R: W i k- herdware schedule and other as Indicated. 2X� "4'O.C. 31- 'Fi5ERGL455 INS. NEW i � PLANS EXAf411NEH TE/' fez"GYP. BD. , i 3-'le+'WOOD CsRAIN c0 _ =RE-FINISHED PANELING I x K 6CAU-s 1/4'■I'-0 W/4' RUBBER BASE y--• - 4' v'..4E x A/4'C-CX, DFIR PLYLID + FAD PROF -- 2X1: \ •16'O.C. 51/e'x 21' GL 2X4 31/2' FIBERGL•+S5 INS. BLK'G .; �• JOHN R. LOW CONNULTINGI ENOINEEFis, OMC. i 1 lj-�50 S W 9KYLVI& EKXXEV4kW, OREGON ^ I vURTLA"O UIEGGIN q �?' I e� �y�V t�LJ .es ✓ERiF1 S.LE r --- -_ ---- --- - ------__ --- __ w LOCATION —_ __ — - ----- - ----- -- � TYs --- - r�nTF AEJ�sav L TIM SABRE CC7NBTF�LiCTiC�N Cl . -��- 1 I - I GENERAL.- COi�JTRACTORS BUTLER METAL BUIL011"AGS 1 6712 N. CUTTER CIRCLE. PO. ©Oic x527 PORTLAND, OREGON PHONE: 15031 265-1777 ZIP. 97208 i — — - ORftN , ByF�RO.IECT FOA r►aECKEC, 8V �C Co. -M 5 PPLY c3cv,Lr V,�RIES ����� �w ���� f•� ✓ems:'.. "" �`L�.. Q� -RIFY 511 E L GATT N _ OATS 3 ' '89 DRAVVINC, TITLE i-1vAG S1'BTEM: LOGATE AS NECE55ARY TO CONNECT DUGT'G TO 157 4 _'+D FLOOR . roe NO - To I CLOG, 11 N ,� °ECTIO�1 T --- - - OWiCE R 005L` +FE 6G4LEI I/4'-14' r as-%m4o 46 C:A-CAD[ A. A K. fUMLJ[[ Cp• � �� .- till 1I�I1111111111I ' 1III � I 1� ( IWk NOTE: IF THIS MICROFILMED I- - 2 3 4 5 6 7 8 9 !-_ IC1 i I I I t DRAWING IS LESS CLEAR THAN THIS NOTICE, IT iS DUE TO THF QUALITY OF TiE ORIGINAL DRAWING. AE 62 9Z 12 9Z %Z VZ EZ ZZ 12 OZ 61 81 LI -91 11 0,1 EI ZI 11 01 6 9 L 9 S d E Z I"•' ' �fIIIIIIIIIINIIIIIIIIIIlI1I111IIIlINIIIIIIIIIIIIIIIIIIIHIINIIIIIIINIIhIIIIrII�I1t1IINIIIIIIIIIiIlI11IiINIlII111Iit�lllllllllNIIIIIl:1�IIII11111111►Ii�iiIIIt11111111111111nU11111,11111111111111111111i�IJ1111((�IIIINIINIIIINIIIIIIIIIII�IL�I,1Hit111111uuV1u1111►�lllllllLllllnl►wll APRIL 111991 NIPPON Nor , 00, i 3�} � !V METAL EQ EQ /j' METAL -- I'LATE PLATE 3? � -4 — eu OOR _75 C; i 3'0 PIPEt - _ GROUTE D COLUMN I - 4; - } r I 4X12 LEDGER Wi � CELL 2-'4'ow2'AB - IN GROUTED CELL • ' �` �tb I r I I - i - - V2' METAL I �`__� .•r- PLATE LUP210 3/16 PLAN I 3/116 MOUNT'NG 51M. b i ,-- 3'0 PIPE I � - 4-1-41 TI-IRU BC;.T3 END COLUMN IN GROUTED CELL l YiEll1 I -- W1 3x3xl't' IE WASHERS - --- 51DE - - ''✓IEUi 1 1/ ' ' -�' _..--moi/•,' I I � rF�00L. K"-2�,00L- BASSK*�4ommr,4 I L - �2 SCALE: II/�'■1'-D �Z SCALE: II/j'�I'-sa �Z SCALE: 11/j'.1'-P> SCALE: i --- - -- EX I ST'G - — -- -- STRINGER 13LDG. COL. /� G RA!T -O BLDG. COL. / ---- DIAMOND PLATE —3�(v 13,3 3 _ 16—STAIRS NGrR X 3C 4.5 2'OC% � '' 'STIFFEIR !? -'Il — 1/2 1f. _ - A — 12'x12"x1/ - / \ 8'Xb'x Ab' Q -- i ��7 r j 3AW - 4-3/4'OPARABOLTS I 3/ib i INTO EXIST'G 6' SLA>5 i \ �------ - — �� � / \ ---• 1/? 51Ef.1+ Pl-A1'5S 4'08TD. PIPE 4-3/ '0", D I, ,� GOLIM COL. CASE PLATE GROUT �! �� SEE DETAIL 2 � .+. TNRU WALL 5OL75 NON-51m r �n W,'3x3x3,6'SQ. a WASHERS ELEV. I i I J E� vt -- - -- E WALL S -- � _ _ --- _ � � - - - - - - - - - - - -� 1.�11�l� 11�1� - - - _-- -- _ _ 8 C�'>r4f�l� SLUPP0 '1" Z SCALE: II%'=i'-O A � SCALE: 11/2'•1'-0 ll � SCALE: �.�'� 0 �Z SCALE: I 1i2'•1'-0 l� I � � in TY t EXIST'G BLDG.(o!2 I COLUMN 7 �- {.: Lo GONG. BLK PRI:FAERicATED /� �- - BREAK AWAY CONC. N%< C10`� Iav'S+� �v _.. CONC. TRF-A,D EXiST'G GONG. BLK 4 PATCH �/� Q�� c]� �'� 1�� ) BLK WALL �..�Ir"''�BFE TPI JE..�.�/TKD V COO TYP. ` � I-- -- ._- (� GENERAL CONTRACTORS i BUTLER METAL BUILDINGS 6 �- 6712 N. CUT'PER CIRCLE, ?O. B(DX 4527 PORTLJANM. LAREG3UN _ /Ib I -- 4'x4'x%"L' BRACE PHONE 151-,'31 28'15-1777 :ytF=t. SsY'l , ��vH p PRQ.IECT -CR .r rar i �ca�F vARIES �9��D` 0 5u� 72nd IV ., Ti..Mrr+.., OR 3/21/80 oRAY,vING TITLE .—.�•, STA I R ELM I�� -- - --- — - - -- --- - - -- -- - ��� ��� i N" 1,1.30-89 SCALE:?-2 i' D �r z SCALE= 1�;'•1'-0 --- �eT Cw 2 CASCADS A. • K. SUMuss CO. :nMsthre��auxww:MMi►fi+w+r.;eir., ,.:, _ _.:�+p^!e#o'n,i6'JM T4 - NAM' '. �Illp=Oh9Y'97�J�AY1�M��IdW9l�M„ _ .. _ ._ � .' -. ., •:. 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