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NoRrN Ike,, ' • GENERALNUTE 4 AU-- CA- _Ft BAwlt-e, TC �.E IN ,�.C:c�URDANC!� CITY �F ' F w r — u r 1 . � 1 I�-r WLu E CONI 7-!F' cY �L•,I?i�.lr,�-�,� P�ANTIr�G z• AL_t_ CUK1 C•UT TG' err IN ALCUFtCrf'�.hIG� r{/ C1 iY F +r�,,� U) I , i � TIS.;•-:C, S`►'ANP,�k'v 1-•C.•Nr� C�7MIM��c:•IA 1. f1 f'�� 1,7A.9.a 1 z 1,g 3. �v� 1J�D 4FK.�,1 OLID i i ems• .E.F y (3VttiC; , --,� ' yr-Fer-f I!-I AXI �I .. I r'�..�P►•�'•. '1 i'h/I N �. ,•% M H ! I..�r-r. G f' .- ..' _ ' BW G RADE I / f 1 t . � ,+ - STIr-IPIrJG -rYF "` ;' G•. A xISTINcw Gt��cr " •—r- r _ 1 I•, CVNr1F�N1w l.G� rk-`4 GF pEt�k .�r4 Wc.hcJ� ON ->E• F't t SPACES MUST BY, ENDORSED F'HIOR `I'0 � ,,_ " ISSUANCE OF BUILDING PER T -`� �- /Y� �Gt. ,Q. PLANNING DEPT . -�q- PL.ANTI NG ARCA Z Ilk i> ,�, -aL - - / ' �y�„� ,lo D�t ids c, ?`^ y ' off - PU�LI VJO;tKS DEPT - _ 7SS . v.:G�J _\T BY Date 7 ` 4? LUI:LDING Di+;FT. �� I I �UVC-C�CDR Y / TUfi.'ATTN RURAL It __ i_ 7 - s+ iy des_ •� lyx I c.� ko Sa tvi FIRE DEPT . By ate tf1 ! TYF' ANL.ED �'f^SING n�Ti�II APPROVED FOR COIISTROCTION _1 - FACE DF r>LGCK WALL_ \A. I _ _r � 1 I I-oi' d r �� T Ht� �� -� CITY OF TIGARD I4" - I'-Gu _ LI r U S I GFEWf,L.K SLvPE _ _ PERMIT # ADDRESS 1 W 111 "t•ODLED EDGE l3YMR TITZE DATE � �-- /1.:::,r'I 1,%.LT �aVING s .a..,-_- a._-M.. �— _ - _ _- ---- __ - - — -- _-___ _ - , — c�ai:IL �odrRCCS sua-caM11zA 7. �' - ___ __ \ I=XT�'UD D GLIRE3 d'1 f`OU1`iDA?lON (a,,�f1�i nOUNGATI CCf'!'.a11_� `'' T ... I A ��e - � wlHt�w GE*AILf;� T�'I�a P��1Si II f CIiY C VALIDIT p --� Y OF TH1� PER _ - A4 N BUSINESS LifflJS Cl. - _ .� PAIW`I p 1 ` �� C COttTIFirEN1t S A, UMED Ci.,,• AU 4L Pit _ ' �Y CITE! coll�l,�u"'i�i1 ns ReaucRED Bre: LC 51a° f ERMIT� ,•• -� � IJIIIOR Oli:i 4'i9.155. - , r. �- _ I _ - � �► , ;ter-t�� i�J� S�RVII;'' i3 - /,/ ,�•' o r� I A!o °"}c�,�t'Mr� rLAH7 Fa''� rK,�Nllr�ca r,CUO ES. 55TFOR!PING -r>'P i �' �iY'� w'�'•P-� ^ -r I�FIVFWAY MAX. 1,}cFSIE lh"/� ~° I I _ ,� ✓ Its ` �� T Building must be completed .-.. according to city codes and , ;, , Q �`4 CONT. TG�P � �=�'r'G'tr1 ,� .� I 1-14 1410 ��' � ! �` final inspection made before 441"�'men wIEF� IN CuRr AS PPOwr111 r i x _ -ale.. _._ A!I ": w F�'(�=J :�GI',..�N h '� AIL MISS, CITY OF TIGARD 2 C U F �a. _��I G' l� A1.-K �- T :� r`f I r I 1 ,F,,0 -t- - _'4 . ._. .-. ........ .«4:...+..�'''" !•" �':' +,`r�i.x; :3.r1F.ti�`'" i�,ww. °..wv.y.;aMMi-�* - 90r- IfANt�lt� - _ (111111►11111111I1111rji11111111 1111111 1111111 1111111 IIIIIII IIIIIII 1111111 1111111 Iltllll x111111 11r1r�1 1111111 1111111 1111111 1111111 1111111 1111111 1111111 111 111 ill 111 111 111 �' ,_. .• .._ ' NOTE: I F THIS MICROFILMED -- 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN --"--'� THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAWING. _--_-- Of. 62 92 L2 92 S2 b2 E2 22 12 02 61 •' BI L I 91 S 1 b I E 1 21 11 01.1 6 --'•---I9---''- --IL---,.-- '9 SI----1 b IE-- 2 1 cH11l1nIn1111uiluilllurinllllullln1I1111I11lIIIIIIIIIIIII111IIIilIIrlIIIIIlI11Ul1IIII iI11IIIIlI11lIII111III1U11!�I wllllllll111IIIIlII111111tiI1111�1!I1111I UIII tIIIIIIUIIII�1111III11I11111J1�1111�11111111111111111111111111l11111�Ji11111l11ll�>1W1,11111111t11lUIlIIIIIUIIIWIIIH I MAY 1990 4 � 37,_4.. - t 7 • �`' � sig•, coN7 r � 4 '-4''xPn I V�/2-04-CZPH T, - - 411 l I F 6 2,11A,21- K12" I � I UNRE N f'UIe.GEP „ \ I I fir I + I I a A7_ I i W Il F �l r i I }I I I I V r T , • J �� ^�I AL4 _j hie WLr- F"-AH � � ' � j � � � ; } G I F' ' I fI I 'Io suw► , ` � I-�or�'� S � �, i '< � 1 -r'Pt'G �N,.�'',pU x �� \ Q F� � ,I I 1 �� I �� •'-L, �� (.�� '� � � -- - . _ I,— ___ _. __.. _--- I . ._._. ... __ ._ _. .. 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EXISTING 'i RLh� L'E5�1►.IN4_ _ �- --- 1-- — — ---- --- + '-C fT `E>,us"n T� '� - I x 7 0 pcR -STPJRs ./ 1 ,l1 I _ ' SFS SIfFA'+ �f* P I- ' Jr— Y ,� / Y„ J j yrs.•j � co / IL y CA Ic -- - - - +� N r-i' I r 1 110 I I „ 1- 1 j CCNC L;�_ f N' _ ( b FLAWING PLAKT I NG PLANTIt+l6 l ' I Al P.� ' ° l I AREA t I GFFIGk Ar(r•VE ( / s I , 2�OI��..� 6�_02f.��'�: . -� I C0 '! I Try 4•II9'i'lAv4, -' --- -- -- •rt•I�caL a I _ or I 1 SEE° y" hIIP JW 1 1 MP71'S SEE E:L.E vA`r IUrI sli'C A --i'' Me _ _ -�.----- I _ I c:0 c AIL..i. f _ .___- __ --- ��e. .u rl� d�,yl c I �+ CID ��- r__. _._ _.._ — __ _ GN- I NI -- I - ... _•?��"4� ___ __ . . _. . pN ,— _w-._._.._ -- - - _.._.__ N ___. -_..._... "----- -•---•_--- ---- -- f3 I°_*�1_ _..__._..E3 21- 1 Zpl_ IQt� IIS - W I � 20 0 Z'- w 129 - 03 41 SII ISI- Sn � SOI- IM , I t51 I bZ6, NoKrti r ' ~' 1, r11eH 1"'Li21C MAT=F1,4L ,fcCCI-1*10Z, To e,E c0NT1r1L!01LJ* TO �IM11S) �HOWH r.44eFT r'IMISH r:�OIC MATeIKIAL. HOT' To 4�rHT;MUM tJHPr.K ?1ZMM16e1e&A780 11V(TU1ze ITMM4 , u! 4�P..P t� fZCSBRATIC.�r-I Pt-.ANS3 �-( �*ri 1C'I� re)R L of•�• c� 2 vE911'r 1H nr-L-G ALL TC AC15T 1N& PUILO H&, U 3, ALL PIXT..I ,Zr-jqi ,kFte rV,t, -Xo-Ee WORI-; 104H`�J -*40W H 04 T4 Wl! f-LAH1y Aev HOT IN d - . - •._. �" '" ,�� ' �1�' .+,'Wlral�pe<s+aw.a� '�a1fWFi,'$�,7,;!s-,.• :-P.,ap, - ... - .. - - ,•. ' (X11111►�IIIIIIIIIIII��III;:IIIIl111fIIIIIIIIIIIIIIrIIIt�Y�ril�Ifllrl�l111�111rIII�11111f111111ifIIIl1IIlIIr11IIIlIIIIIIIIIIIIfIfII1'I�IIIIIIIIIIII111�'11I1111I1111111�1111111I1111111I1t11111 '` , I • NOTE: IF THIS M 1:'ROF I LMED 1 2 3 4 5 6 7 6 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TFC I+RIGINAL DRAWING. - - _ - ----- OE 62 92 LZ 9Z SZ OZ EZ ZZ IZ OZ 6r 81 LI 91 SI bl EI ZI II U01 6 9 tL ; 9S IF E Z 1 Off I1II11ul1IIII Ihmnllt111111 11111110111IIIIIf1Jl1u11UI1l101111NIthhIIIIln1ln11I11Ul111! n11lIl6lid U1lIil'""wu"w>uwI ..'t>.-.'11llIll1 W111UllIUl�1JU�11lIllllllllllllllltWlllll M-A 1 w .+uw`---.__ - "-_,•+w ;3y,._.a ....._r:_._ _ dbt1 ..rr,rry�:.y„n,.......... .Wr..._,_,__._- ._- ... - .- ik, 4 • a.. Lr ,� Q,)FS t f STRUCTI)RAj, NOTES '�j s � CL s��71 -L 2. -w - TO E1�p _ _ j GlJJ t?RAL , sr r i 1 . These notes are cteneral in nature ant' are intended to set minimum stand-,rcis for congt�.ruction. The dr.�wi ncis shall. novern over the general notes to the , I I extent shown. The contractor shall vP•- ify all dimensions and conditional i on different drawinns and in the field. l.otify the ArArci�itect of any discrepancies before proceeding. � \ � .,\ ., • . , ,\ 3. Contractor to provide all „c:cessary temporary support for walls and floors prior to con,nit,tion of vertical and ` � x I V4AL1 LIS lateral load systems. Olt CC)DES AND STANDARDS 1. All work shall be in strict. compliance with the followil,q -ro P' C F �\ \ �\ 0FW4 \\ codes: ccc�L� ` \ ode, 1973 i.dition _ P�\••� •`. .. ---=-_ -- f a, uniform Building d i n c{ C ' b. All local and state building codes J Remove all orUanic material and top soil fromareas under ,, \\, \•- \ the building or under ,)aved areas. I PB,- J5T'� t_ \ \ �•� I _ _ •` 2. Fill material to consist of a free draining rtranular material. I'lace fill in lif_tr not to exceed 8" and compact to 100ti st.:ndard AASHO under footings anti to 95 standard \ \ �, d - ` = ` // \\ 11ASilU under I�nve areas and f loot slabs, , T I~ t r. ial antler slab to be 6 layer 3/411-1/411x -� ♦ 2�h _ � �� .�:� _� ^� �� ate � � N .� 3 Select t ec t f i 11 m, a �� - , , • a; \. `.� crushed rock clean ea gravel or coats,, sand ' p 9 ( free draining) , F j = + .� �' _ ' , 1+'c,`tlNDi'T7c �� ( Design soil Urp::;sure 2000 nsf ) r-- 1. ,All fnot.ings to burr on firm, undisturbed soil or compacted r� C��L v�TK , m, wA lb �, fill minimum 18" below final cirarle. Notify de�:ign agency - - `• -G MCAT f pF-F'' before proceeding if an unusual. conditions are encountered �� Y m _ _ \ in the footing excavat : rens. r Z,- S`-O" fs 7'-f" r<s� ?. 0 no not excavate closer than a ?. : 1 sloop below footings. r �, (�` �\ 1 ► . 3. Clean ,ill footinct excavations of loose material by hand. oPE N TG M GN. S f'id[:.E • SOFFIT rKWING ` �\ on !: SEP SE4710H 4"t 1 Qr � Z �----� � �'/EN FOR MEGH STAG" � \ ~\ Cr�f.CRI✓TF. Q I n _ . M n3mum concrete compressive strength to be 3000 osi _N Al N - _ �\ Z at 2�t clays. Ninimum cement: content to be 5 sacks -ger p[ -r Ni and except s 1 abs on c r a W 2X8 `IG Y 1 ade t be 5 sacks per yard. Q J-4A - `. Maximum slump 4" - 2. Place an . cure all concrete per ACI codes an•,! star.6 -irds.30. Provide control ,ants in all slabs on grade at � _. . 2Ghj ►'r 1 ��=?tom r�' x I\, \ �� A�,� 1 -5 -�-- o.c. each way maximum unless otherwise ,hewn on clans. �� \ �. �� Provide heavy (4" ) tooled joints at 51-0,1 A (' �nrl '• } m - - f ro _ premolded expansion joints at 2.0 '-0" o.c. in �] 1 nxtrrtor t .`\ i walks .end slabs, unless otherwise sno n on mans. �, ku I '3'd' ------ �_, \ \ ~` I REMOvS FAKT �r 1 _! _'U'?C 7 JG S'1'F ,L t.l } I dI 1,t1 reinforcing steel #5 and :smaller to be A-615 grade 40. 1 ` I oP EXISTING WALL. \. r,11 bars �#6 and larder to be rade 60 Welded w ' -_-- i ADD GLA.-.5 -Sr-r- Ic.;i412 \• q de ire mesh to be A-185. Mace all reinforciticl per ?1CI codes and standards. ' LUN..y I I o`�-LN1. Z„zp al 1 co:�tinuous bars 30 diameters minimum. tl; .Sr',NRY 9 -- . �.__ \' masonry units to he Lightweight expanded ��- . f � `��. � -� ` .,� -� ••,-• '� ► 1 All concrete shale units, grade t•2-I ASTV 690 70. Linear shrinkage ` 'N" less than 30 less than .D35 h1.C. total absorbancy,\ Morar type S minimum rout strength 2000 psi. I N� 3,_�* 7u- �. Minimum reinforcing : g Vertical - ;#5 •c 32." _ _ ,� \1S•-�: o�`I'`x P$� L`'I�``'.. \ #�5 each silo of opening Kia �, ►v. RI WEIL ``~ .•\, \\`• •� ~ \ � �, ,,• •�. \ `` \\` horizontal 2-;#�4 in bond beams at all floor and -' roof levels and at 4 "-0" o.c. . :�., , _ _�•.�._ _ � ��,' \. '`� �.. '� `�`. _ 111 _-_ ___� j _ �1 •\ `� �� .� \�` Lintels - 4 '-0" or , less - 2-1,9 in g" lintel 41-011 to CI-011- 2-,U in 16" lin'-el extended (SEE SHT A'12) 2 ►_-Cn beyond edge of opening , •d � rte_^ c'�i _ -,� , _ Q \ � .•\ � \ ,` ♦\ !� rD_ �, � _ 3 _ ] . .'\11 lumber species and grades to he as follows: r O � \ a. joists, beams and stringers Dou Fir #2 Doug r 6" nom. beams and stringers and post Doug Fir '�1 EKIS?ING GOMP��SSCIe ROOM �l b. bucks , blocking_ , bridging and mise. Doug Fir or 1_ Diem Fir a�3 ljjJJ c-. studs Doug Fir "studs" Ocl. si11.s, sleepers , Mates and nailing - blocks embe3ded in concrete Press. treated - Ll Douv Fir UPPER FL'�''��'. F'�•/_�� of PER F:[_00R FRAMING 2. All joists or berms framing into (not bearing on) beams, t��, _ LOQ 4 rs shall be su ported w - FAL_ N OF I''�E,AT �'��''.��' ��.� he,�ders, or irde p with "v►' t� r,P rTh n� --F'L-�N I�_a„ "Simpson" or enual joist or be-m hangers. 3. Crossbridop solid sawn joists at 10 '-01' o.c. maximum. 4. I't,Y�;r)O[) to be standard grade with exterior glue. Minimum r>lywood nailino Ad common at 611 o.c. at edge and 12" o.c. l intermediate bearing. Install roof sheathing wit.l, face �T grain nernendicular to sun-orts. Staaonr joints. t�lvwoorl ' T .I). index for floors is 32/16 and for. roofs is 24/0. wee Nom! "rvLhlb � ��7;Nr._� ti�'�C�� special _.l w g plan for nailin and lyw�od thickness. p �. : roof fr.�ming n 5. GLUED LAIIIN1:'i'T:1) 131:-jMS to he laminated from Douglas Fir or Q- �` �` �8 ✓ � Dfz'LL ►��1" Ke113� c1�N? 'rjg'r I� MAgplil Larch, per 11ITC specifications and cel-tificati.on. f; F s 2400 psi, f IH lG� f57/,l sT, „� r�-t ► Pl.�aSTIG G�raS'T !'iJr cc7l`fiT (�eIH 0.4410/ GJ'( r�IT�IN S'I'C _f2UCTUI:AL :_I11) 111SCT".14-'1NEOTTS Sr�►f'EL .1•.I�D do HT 4V4 �to�1.6 100LJW. ]-. All steel t�be A-36, fabricated in accordance with AISC <, L dl I-L. seventh edition, 8 ly , 2.s All woldi ncl to be by certified �, _ r,:� °� �-=- �- -----��=- --- ---L---•� - L 70XX electrodes., ied welders. IJse E 60XX or 3. X11.1 bo].t-s to be A 307 unless otherwise noted. Provede a� •• standard ulnte washers under all bolt heads and nuts in u LL 1 4 contact with wood. ►►� �, � �,, ,f �, yl�J �P, ,,5t�rtr�I rt� c�r-,•,r ?I T': t��,'1'tsr -� ] . t'rnof roll l s�tbcrrarle to verify stability. Remove and rept.�cP r I , Q �`� ��;�} �j • CrH i comnact.Irl suitable material al so shots encountered Q' ,!o ;ale�e�L C�A6� T TOOL I.I,U i N'r �•,i �-, ��-t7) print to rocl•ir►g. --tr©s - I F•-.K�• r�NUHC ioH WALL thickness of 111"-0 minus crushed rocks, . ase: h" r.omnarted th � !n 2 >3 � J 3* wend killer to be applied to baserock Urior to paving.. 1I L2 'A , . comFactpd thickness cknes s c l lt3s C mix 0.9 � .� ( IID) . ? Q NEW OLAb 1c D WALL �1�21I = �'.�u ;��I♦ �,_On ,.._ ..,,r,,. ....._....,_...,...«�..............,.......a,�M�" ,. ... ... ..-. ....... ;., ',�`;� Mme' . ,�.... „�IM..„,. .. ., • _._..... __ _:,�:.,....,w.u,.�.,..,•....,.,• - , I I ►I! III III III III III III III III Ill III 1�1 III ill III III- ill III II'I III III III lil tll III Ile III III III Ill 1�1 I�1 III 111 III IIIIIII III IIII I�I III Ill III III III DTII '"" t (IIII I I I I I I I I I I I I I l ( l l l l l l III I I 1 1 1 1 1 1 1 1 1 1 I I I ( I I I I I NOTE: IF THIS MICROFILMED �..... r.. I 2 `� `5 6 7 A 9 IQ I I 12 DRAWING IS LESS CLEAR THAN r! THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 9Z Lt 9? 5Z tiZ EZ ZZ 12 OZ 61 BI LI 91 SI bl EI ZI II 01 6 .-'•--.'9-.. L 9 S ', E Z Icons" NllllillllllilllllllllllllUllllllllllllllllllllllllllllllllllllU�1�111l111111111III111I111111111I11IIluullu,llu111I!1)ulllllulllullulluullNMtnf�ll.�l►I11�11111,1ul,lul,lllllllllllullu,�11�111,I1111lllllllllf�Il1�,1111,IfIIIIIIII11fIIIIf11�11u�JJ�J��ul,lullul)Wl)all MAY 1 1990 i 4y, �1 �, '` ,� 25� - I�•� IG -- -_ _ _�_ .. _ _ -. _. 251-oil ' ` I ofifsU 'Q I I cm.=_+.-,-.m:�=...zs:-.x-=--_, '\, \' . . ,'•... \\ \\ �` �''-•_ �.. \, `~� �•,` �\ , `\, , •., � L,. ,.* .,,� �w.,,\ '.•\ L,�� .� � r=��^•lc TYr T Ilk • I I - - .s•`•._-_-e.ama--.. _-a•ws._vra�.-:s:.arzx�:rn \ '� `,\` \.\ •\ `� \' _ 'a,` _ �,.\ \ `I `' \' w\'. �\` L\\ \ \ •. �\'\ '\.\.. `w .O "1"\\' `' \ I I� \ j • L \\ 1 o. _ ^ .. L \ wti , ^ I , SS ` ,-..�f...._ I.... 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Z'-o" rr ,� ,I► ZO � �J I- • I I R00ff FKAMIHiS PLAN ----- �� -_ l v-T 1 Ellw.G /a : KEW D t i z. 7 u-_ ` 1 1 j' ' ;3n-i► �� M c>�-G ��t`� L �� .r ., , } f�Ern ts-IsF1f�ca,�rts-TY•r-- ` r 1/4 x l0 10 r`,C ( /� I IT �.l '• �{�' _ __ j car, I � I'bF I •-- - -�-�' � r. ----_ - _.---�. � •,� � - - ___ - i � ' � j �C PSN F� ` a- - 6 - •' .. n I N I to ,1_ +�;�� X s11 A I P I 45 '6`,(S"A YA-x 5 -- - - f-- v LR �.G:'t.IJ Nt� (TY P) _._ -• � !►- ____ __._._. _.___.—_____. .. ��- <#-�.o(�? !N �',ND VrL►M � I- I I ''NG" � Ed�LIAL- � I� I AM �p /� � I/��xp�Ji��E � ��.I IL' rl�►F'1 I'U' K GSL' I?�Ifa to --- ' ' ,• I I, Wi�4-- �'�'� MI l� 1 i I •>' ) ...�._,....__.�. - �Rt.IG'i' Got•--�E.� �..41`I �.il ti I`1 Fc� z 'A� .. tmI�C��,K.CT I �IN�r �i 1 4 �T Ln PC ff< � 7--rP COL t)M CC�'fN �, 1 N M COHN 11- : 1111111111111111111111111111 [ 11111111111111111111( I I 1 ( III I I III I I III I I III I I III L f 1.11 I 1 I I I I I I I ( ! I � ( I I i. 1 1 1 1 1 1 I I I I 11.. I � I III III ISI 1 I I I 1 I I I III 111111,I11111111I111111111 �'"' � NOTE: IF THIS MICROFILMED I .-.? 3 4 a 6 7 8 9 10 I I 12 , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 9Z SZ b? E? Z:3 IZ OZ 61 81 LI 91 SI.I bl EI 21 11 01 6 9 L 9 S t' IE Z 1sons" Ofilnlllnn11111111111un111u1nulull1u11111111111111111I11tI11111I111111111I11fill fill IIIlI111tI1lUI11UI1111IIIJIIWIIIIIIIIU�IUIIUUI►1t lllt�11�1111111111I1111II1UI1111I1111IIIIlII11111111�W1I) u) 11�IwIlU�uIllllu�uullfllll�;ilIUU11LlIUUl111lI1lUI�IUIIUIItWlllll ! �%P;'9.-n MAY 4 11 '1 � 1990 411 F !-1Rf'J4.1G F_ co GJ SHT F"t.aN'G by I / / �.Fi4'1�',- SLE`- SFti� •..+ � �� ISS R 2/, !>.�-. 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OE 62 92 LZ 9Z S2 bZ EZ 22 112 02 61 91 Ll 91 Sl t,l E I Z I 11 01 6 -'----'9----1- -C 9 S b EI-- 2 I ►IIIIIFIIIIIIIFIFFIIIIIIIFFFtFIFFIIIIFIIIi�FIIInII11111111111111NIIIN�IIIIlII111,I11�111l11111111n�u�liiluluulll!.11�Gjlllul,lullutlu ��III11111111n111uU)n11�uI11uubul�Il�ullbllltilJ9lJ111111dIlIIII11111I11111111111111�,u�llulllll�llulllul1u11111!!hm MAY 1 1990 � 14 r�'�• "4�iRy`1iiM" .. . .. ' ',� _ __ ��• s ,- wyT-r—y, _. •�� .-.. .vim.-.^�� I �i s.�..4+•.•-� �/.-...,� \ , -OE HOLE wo 41 I r �I 'fl-o"111'':INK 00 (�-�41 \% ?' >' >• � �xX\ .}tiK-,� ,� ` `y• .� � ��;, � . 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VUDEMERG AIA ARCHITECT 543 THIRD STREET LAKE OSWEGO, OREGON 97034 PHONE 503 636-3637 TRANSMITTAL NOTICE TO T ` � p G!Ty hLAL i �� G I Sj>& ?r.r OAJ DATEM 4 `; lo PROJECT ` �Q Q YS R KE T ^copies dated description z Pit, -; �, RC—V/ SED ff A:r PCS 2, j7G Ic-,d-z' wAfW ' _PVkw6 . REMARKS F�K ` J O V It i;z.C) S l IF ENCLOSURES ARE NOT AS LISTED ABOVE, PLFASE NOTIFY AT ONCE 1 By I 1 , t'111111 ► 1111111 111 ' II � tl1 111 Ili 111 111 lil � 3il Ijl I �1 I ( i I [I I � 1 tit lil I � 1 ISI 111 lit 111 lit til fel lil ISI lil 1 � 1 lil lit tll tll tlt Ilt tll Ilt lil III III III tll 011 til tit b NOTE : IF THIS MICROFILMED � � � 4 5 6 7 8 � 10 I i 12 DRAWING IS LESS CLEAR THAN --- ---- ' THIS NOTICE, IT IS DUE TO S' I. THE QUALITY OF THE ORIGINAL DRAWING. — Oc 62 8Z LZ 9Z SZ bZ EZ ZZ 1z 0z 61 91 L1 91 SI *1 EI ZI I 1 01 6 9 L 9 9 b E Z 1 ""i'" Irt1�II1tItIII�Itttltttl�ttttlt�tt�ttltllt11�11ttIII11111111NII� �t111�1W111�11�It11�11#�IIIIIIIII�UIl�111�1lI!11111�aII111U1I�iU flt�trf11�111111tI�IIf1�IIIlIt1�l.�luL�1111�W1� llllilll1l�lll�ll u� 11111111111161I!�llll�lul�ull�II11 M A Y 1990 IL A u_ ROOM FINISH 8CHEDULE AST ca I -`T ~ �� o .• L f AT f- - CJA -c �1 -r ec n �/"�; ►� ?,� -r �1 as ..� ♦ , ---�----- , -.- _ _- _ -_.___ _. __._._ �..__. _ ._-_-..- _ _ _ _ ._ _... _ ___ _...h _.. -- -- __ _� ,. ""- _ - _�� rr"'� r f �!'Eie „ /+!� T �-,� r►- 1' �,, --f'` _ _ �-- -.-. __ - _- __.- _ 7 _ �.�,-- - � � 1 � _ • ----1 l -�---- (- �+ � I/"'�, ��y-+-� L4....,�V �� I �. �'Y'J i �~ VI � p'M••�'� � vl..l 1 r� - I�1 ti•r � i �Q -----'--'- � � ( I � � � i I w' IST t'?�e10 tic: wK ►..�Z-7 -rit Cf 2!c-, NSI�R C:�I G r•K..I�!~ �""� G-Ml• K !1 ; i�, .� G��, - R• �:: ! 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