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13500 SW 72ND AVENUE-1
{ _T MOSS and TOM, M OFFATT PARTNERSHIP architects N ICHOL a G. I. GLE.ANO'JT COVER I FRAME B NN Y, INC. 11685 S W. 65th, Suite 200 f�LLEY IRON N0. 2U2 OR EQUAL. - PORTLAND LONG BEACH Lake Oswego, Oregon 9703a 9 A PROX. WE1r711T �(� Lam. ' I L �, y E. ��J ^..� (503) 684-5225 24" 5a x �" GONG PAD - �� �- - - - � FP. 0rER7Y C�iP.' : _ �, " a FIN. GRADE %� U I° _ ; :d (A 1 t`7 = O �' _ _ OI-T.0 �. j CIE E I • I / j� =•_= Q I Co E X 1 T. A'- P I•J l\L 7 I --- PA�' EWENT ti `�ERT ION i I ELEV �1T o o .� �— t. C.13 CAT C N Z)x,5 1 N C.0 _ LE t, N O 1. TOEAtW51T1ON 'Y - E - � 23G. 4(t _._� I � i rIN1SH PAVEMENT L- E7 r= •re —� v S : S,-tiN(TARY SE`V �.^ . r I - PLUG ' :_ -- ` l - - �- - - -- - - - - -- - -- - - - - SD STORM DR1',1V - -=., � F---I-- > • � I � A C /_�S P is C � T f-G',I �R t:T s' i I. 02 E. ^34t Ct-1P coRPu C ArEp Mr_TAL. PIPE I C / t� MI.H. MIaN N©!E _ I I 1STD . CLEANOUT DETAIL - � I � ----�' 10 z REUSE ev 5EE LANDSCAPE OR A.C. 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CITY OF U REC-0Y?4EIv�",T1 � NS ' DUBAL , BECI'<, - - - PORTLAND CATCH I5/.\SI N . tnl � '.� I HARRIS, and HUMPHRIES 3 C. �� T C 1-i b �'t S 111 D E T k" I� I �? z�J - - i OFFICE BUILDING No SCALE , I-XTP.tU DE CURS 0 TYPIC�'.L, U l '"' ; TIGARD, OREGON I.E.. 227. 55 + I 2133 I I. E.22 .33 t = "-• � � issue Record F Ar rpt i - - 5 IL f=x tST. C. fS. waTER i.E.227. 75 *_ I- XIST. �'\r50VE CA.OUN.. - TO REMAIN_ _ 2 NETER _ - —_--- ; t1 2° 41 ' 20 ' E 20C) �� TELE VA'\U LTC. .� _ EX IS T �► CS p ----- --- - - - _ g -- - --- - - -- -- - - - ❑ - ---- _ - - - - - _._- -- EXIST• If^ CQN _. 5rORM SEW R Project. EXIST CU .'. CIVIL � Ex I � T. CU R a r(� COti� � �- t1 a En -IERI .. ..1L hR1VE\'.#_, G R i\ D I `� G U T I L I T Y PL 4\ N s .w. 7 ,civ E . `fio �� t�E RE.M '.�V SEC. - 1 y' OF TIC�'�RL7 STf�. I &44 - a,- 2c o' O 41101111 GRAP14,114111, 'WoNotton VOW' _ i ,6.14..; ii•Y>]},• 1 1 1 1 1 1 1 I I I I ( I I I I ( I I I I I I I I I I ! ,� I I I. I I I I I III I I I I `"'"'"'�""`'"""" •"""`"'�"'"" , . . I i�l III III'I � III III VIII I III III IIII 1 III III 41 I III III III, � IIS II► III 1 I III III III I I SII III IIS � � � II�� � � �� I � I � III li II I III III I,I� I III III 11� .. .. _ 1 }G� iJ� NOTE: IF THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN THIS NOTICE• IT IS DUE TO THE QUALITY (IF THE ORIGINAL g Z Z LZ Z 4Z Z Z Z ><?S qL 8T EST I L1. T1111 DRAMIING. IIII lllllllll illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII tllllllllllllilllll IIIIIIIII ' � I 1111111 III I I I' � 111111 I 'I��� I (IIII Ililll I I VIII I ��`t. /IT I ii ...III IIIIIIIII 11111�II111I►I 1�I1 Ililll IIIIII���I�IIIIII IIIIIIIII Illllllll III IIII 11111111illlllll Illllllll1111111 I IIII � , j • � � 0 _AM MAY 22 � ) 1' i z MOSS and TOMIC PARTNERSHIP . ; architects o l I , 7685 S.W. 651h, SUite 20 _ 10%41' a1 I- 13/411 -j- 10)14 of 1- 13/411 o I/q II oil- 1'x/4', ' ,rv, '/q " 1�,.' _ 01,2 /L " 14; �,4 I ( 0 ; ° r^ ,Q 114 I �I Lake Oswego, Oregon 97034 * i ♦ �► ! ♦ +l �. '` —\ (503) 684-5225 E. RAW i • 1 i SOF UJ OFFICE OFFICE OFFICE � III 112 113 ( I 15 1 ` .\ 112 i I i3) CO 6TUD wl.-L -- - -`� LOBBY ---- ` 115 C 0 R R, 114 FA19, _ I oPE N I N L- — _ c I Q- �Ull.i 106 A� PCU I L nl tiv u,EGTiUN - I 8 I COPY 110 MEN Oi 117 _ fid- �tl I � I CORR. ►� - - -- ' - 116 ALL OFFICE OPEN OFFICE STAIR Nr: _ � A►Z f �� { I - , -- LEASE - z� -�,-----__-- -- 106 107 j A I 108 m� 119 i _ 1 ,, I ticoFz 10 0 ; _=;: _% =q 0 CORR. 1 11047 118 105 1071 A _ 104 103 I I I \ I � x/411 41� I v I - 1� LOBBY 101 102 B� \ , j 0-414- OFFICE 5EI Ali OFFICE RECEPTION -- �_ 104 103 102 Z. VEST, _. :::-:.------ %,\X1 I 100:-_: . - --::�__-_..._ - �rZ — -� LO HARRIS, and i � ( , ; . , •, ' 100 � �• . � '. �. o I o �) II - I HUMPHRIES OFFICE BLDG. TIGAR R "N i al'- 1h/4;1 -10/4' � '- 13/9' I --;o;�' �� '-ta/4 ;���'' fir; I_ 3� i �I T % �'� T 4 - 2 I �4 ,w,a/,� ai 13/4 ' I�Y4 1= I O f� 12?"► I`v e --- N PA 2 x 4 Issue Record: I I I li F C I t II E mZ -- t- 4 W k? STU� "rC L.)D E Rtai 7E --- _ - y f�uiLtJINv �E�."'io A�J�T. CZE L.'Ndv �Ee DETai� i c _y,� -Ca 2 x O W o srlJ 0x; 7C u N rE-RS i Orp _ _- - = oc ST�uGT�RE L-II IN�ULG?IoN zo -- I I l�'4 � PL�WL7 Or�E SiDF�.as - -- � - Project: 8602 FIRST FLOOR PLAN Y�li_ 11_pORD ORAPHICS ll I Ill III III III III III Ill I i III III Ili � � III Ill Ill Ill III III III ISI III III VIII I III 111 illlill II ! Ili III I I Ili I I III 111111•« III VIII I III Ill 1111111 III III II111 I ? NOTE: IF THIS MICROFILMED { ( 1 I { I I { I �I I I t I { I { '�� _.... t ___ __ _- -t _ __1 _ _/ --- __ _ - _1 __1 __J DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUF TO THE QUALITY OF THE ORIGINAL DRAWING. IIII 1111{li!I IIII{IIII IIII{IIII I { II I•I {III 111111 IIII{Illi IIII{IIII II!I{IIII{lil Illi I '� '�11 I I � I I IIIIIIIII II II � II II II►IIII I � I!Illli�ll!II :�h���i� !4uc, , IIII 1 1 I II III{IIII II I IIII I II II�� ILII 111 illll I II{Illi 11111111 IIII I I IIII{IIII IIIIIIIII IIII{IIII IIIIIIIII IIIIIIIII II.I I III 1IIilII IIII{IIII IIIIIIIII IIIIIIi ,,:,M MAY 22 1990 It • y. ��i ick%411 , II MOSS and TOMIIC Ivi4 01�• 1�'/�' i is%4 1 '- 1,34" �� �0%411 34'-2��z l0%411 PARTNERSHIP � , architects + I I 15110 SW Boones Ferry Road I � ' C2 + i G7 i i I ,�,�li 1 2 Lake Oswego, Oregon 97034 (503) 636 2675 1 A� tF E U tZ TY� ARCHIVES PRINT ROOM 209 210 • -___._. i / 1,.11 _� 201 41 O 1 i O i r --- — -- -- -- - --� _ (210 u , , - � ) ; I I CORR. 208 ; - j -N-�. - --- —-- — — — — — — +� All Z Q Az OPEN OFFICE �"` MECH. �- (21 I MEN �` _v DRAFTING i tvIU© T �8 _- _` ' ��06 _ -, I TING 1 INt� 1oN 2 05 �- -� - -- -- 21 I , 213 a s'�cricN YP� -C' AI a I n 207 CSIT P L _ a` jWALL -- \-a - - = ------ - I In . I ! 212 01 f C c� WOMEN _ i II` 212 I i 6u STUCS v Ito I 200 � - i COATS , 5 � �- I I 202 At w I 201 --��.YLht-IT A�rVr-- ' 214 o ( 1.J1Ii Co" "I '�20 (2:)�2 "' 'lK .> , A I 'vi + Y CONFr' CONFr - .� I 2 01 2I 4 KITCHEN OFFICE 203 204 ' � �h�� til FR1l9rN 116. o f I � _ � � 1 1 '_._.. DUBAL , BECK u 1 = i HARRIS and o � + HUMPHR I EB r - - _ _ �'_ OFFICE BLDG - 1 1 ---- - ------ -_ - _ __-_,- �_. - - -- TIGAR , OR. 3 I � q i j I � �; I �f 2"i��- ���I�'T I � � C•-' � 1 /4 ,-�I c I4 1/4 T. * I its . ----__ _— ' Issue Record• `4. �► �. I A8 �UlLpltib 5��7' rJ - -� 2x4 W7, s.TL'P� "1'o Uh�IJFI25IDE I U F AC.vv�7, UEI�1NL� 6EF t�ET'AIL _ �� I �� 2 x4o �D t7��� I�/ L)N0�v - OF STf�TVRF, w� R �� ►NSL)oTIc"N (� ii �E DETAIL Project: 8602 SECOND FLOOR PLAN 1�7 �. .• -%AW A,2 a:. �y s l , ', � �j' I .. ._. :_...—"'�`.ifT.... _,:... :. n. �rI1MrYlYrllrw•r+h,lr res rr - '-,,,,, "1 «:. ^. .. .' .iK.. ..,.- _ . 1111�111I1111111 IIII111IIllll I Illllllllllll 111� Ililllllllll Illllllllllllll II !Ilillllill I illllllilll �lllllllllilllllll I I�IIIII�IjIIIC ! II•, Illlllllll I Illlillllllllll IItI111I111IlIl _...,. G , NOTE: IF THIS MICROFILMED 1 ♦ 4 S 7 � •�L 1 1 1 r DRAWING I5 LESS CLEAR THAN i —� —�. -- --- - - ------ i THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORICINAL -T – DRAwIW. S Z Z LZ Z SIZ fZ b'+L Z ZL Z 87 t Gt i t�ii1. 8 8 L 8 4 f £ Z II I l , II I I 111111111111 I� I i t 1 IIIIIIIIIIIIIIIIIIIIIiIII ► II IIII � i I I I II � IIIIIIIIIIIIIII�, III I Il ill II _ I I I I Iilllllll IIIIIII I (Ililllll 1111111 II ! IIII I III I Illi IIII IIIIIi II illll lily, 11�I►I IIIIIIIII I IIIIIII Ili.li II Illi illllllll Illf�llll IIII�.III IIII�IIII Ililll i II 1 I VIII I IIIIIII 11111i1i1 II r. I , J990MAY 2 2 � 1 0 -1 MOSS and TOMIC PARTNERSHIP architects 17685 S.W. 65th, Suite 200 Lake Oswego, Oregon 97034 (503) 684-5225 _ _ --- DE E. 1 LAND,ORICO,^ J JA IA -_ J T-- t I i A A I _ I i n -- -d3�__-.---_ 0 .- EL 44 { A I A A El� FA- _ - -- ,� I A Or — --- --------- DURAL, BECK, - _ HARRIS and Y P - - �- - • HUMPHRIES OFFICE BLDG/ TIG R , OR _ �, D Issue Record: FIRST FLOOR REF=LECTED CEILING PLAN =-- - Project: 8602 A3 _ Jt IIIIIIIII ' IIII�i ' 11111111 ; IIIIIIIIIIillllllllllllllLllllllll ' III � IIIIIIIIIIIIIIIIIII ' IIII �IIIIIIIIIIIIIII -^- � - if 11111 Illlilf� 11111 � j3 1111114 IIIIII � 1111116 II111 � 7 11111 ; 1IL1 � ! I � I � iI ISI III I � I II NOTE: IF THIS MICROFILMED -...... - ------- - - l L -- ���_ 1JL DRAWING IS LESS CLEAR THAN -- �• THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL T-- �— �► ' DRAW I N(a, Z 4 Z ►Z .Z Z I L L g i l L i i i [ t;i [ I�i ! t 8 8 L 8 1 9 t Iii L l r M �T z� I11111111IIIIIIJI IIIIII,IIIII i i � III II Ilill 1111111 IIIIIIIII I I ► III 11 ,. 1111 illi • II I I 111111 II I u!IIIIIIIIIIiI I II IIII IIII ;. _ IIIII II I tllllllll I I II II I I I I.I I 1 �. ...lII IIIIIIIIIIIIIII IIIII. I Illi I IIIIIII��III�IIIIII IIIIIIIII IIIIIIIII 11111111 III I I Illl,lli 11111111 IIIILIII 11111!1 ,,, , 1 �n� t MAY 22 99Q . u s I MOSS and TOMIC ",'` PARTNERSHIP architects i 17685 S.W. 65th, Suite 200 Lake Oswego, Oregon 97004 -- —_ _7Z _—�, ----– .-- - - -r - (503) 684-5225 -- 1.-I&HT �iXTLJI2-� ��EpL.IL.E ` 1 A, I<-EENE PAR,A�AF�LE Ms q , A A A IA �- �I(;vk7'0LI E 4 P3O5rr-AG, LIl>H'rOL ER- 1 O `�TifTIANDt RPQC ••. OF OT, L�(�N'�OLI ER- 1020 A LIClHTco� 1 I i I I IA IA IA o ----- D 00 A i' E � 0$ A F A .� Ro _-- I I I JA I A - A fLi ' f 1 QA. f ' rz �` DUBAL BECK HARRIS and HUMPHRIES ..EYP 'bD, ----- �- ' OFFICE BLDG. - TIGARD , OR. Issue Record SECOND FLOOR REELECTED CEILING P SAN Project:8602 i A 4 f I .. 0RD 60 ."Wo Yard • r P, iii i�t�tli ili ili i�i�t i � �I I � �I I � 7I ( � I � �I , b NOTE: IF THIS MICROFILMED �� . L J . DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL ffI11111111 LZZ Z 6I [ Ll T T [ f:I I Il I 8 8 CRAWING. �III �IIIIIIII IIIIIIII� II�IIIIII IIIIIIIII IIIIIIIII II�IIIIII ��I�IIIII I�IIII��I ll��l�l�l III l�l� I� ll l �I I l IIIII����I �l l ,, „��� III �I IIIIIIIIIIIIIIt► � ► I l Illllllllll�lllllll�lll�lll .I►lll�llllllll�lllll�llllllllllllll► Illllllllllllllllllllllllllllllllll► Illlillll MAY 22 1990 - i i e 4 MOSS and TOMIC PARTNERSHIP architects 15110 SW Boones Ferry Road Lake Oswego, Oregon 97034 (503) 636 2675 I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �j Kral. COPING Ov, 0 0 o o--- 0 0- a -- d o-- -e- e- — 0- -o- I I O O I I I 1 • ICQ7F DFCA.itil R901ff OTAIN I i I I 13 I I �I 0 o I . alt AVc o IT I I I A5 I o I I I V i O O IO 0 ( I O O I Id I I II � III I eE7—x-00>= O;c%IN = } I) O ° �I — O O f I I I � 0 0 ! II 1 .I ► ,1 I . I M EM i5;�►z- COO 0 O I I + ° i I I � 0 oil . I O ° . 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IIJill Ill1111111011111111iI11IJ:111 Ill( IIilTlllllii IITI — MAY 2`_ 2 19 9 0 � . :K .r -.4 j, tw w4j fi, , r -`' MOSS and TOMIC 9 ., ,� �� , , :;��*� �• PARTNERSHIP arci c h to tc 15110 SW Boones Ferry Road J Lake Oswego Oregon 97034 (503) 636 26i5 1 r � JR °I 69 4j iDN all �'��GTicN �z� =L'iuCl � � TiL7N �, alz a8 uil.piNe GENION _ aF HETA,. F I WALL % g WA►.L GTIGN ,,\QII hIl SE�TICN _ METAL '�''� ---- - -- _ 111 ----- -•------- I 1 I _- � x Tl NTED -- - �� �� b -F-- METAL R'olaP� - ------._�__ _ _--__--_—_-___---_- ►M ---J�N %- -E- I, �---� - MET7�C R�� � . 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IIII 1111111111111! 11 '1111 1 I 11111111 IIII I 111 I I II I II II 1111111 I ,II I III 111111 I I I I II � 111111111111 I IIII II III11111� II1111111111111 111111 III 1 I I IIII Ii11 !„ .,.I I{III 11111111 �IIIIIIII111 II 111 Illllllll�ilillllll lllllllll lllllll,Illllll.11l�lllll 11111111111111111111 11111111111111111 I , AYM 22 ' - 1990 311 T <.. y1 _ �A P�PiT� z MOSS and TOMIC PARTNERSHIP architects I 15110 SW 800nes Ferry Road Lake Oswego, Oregon 97034 (503) 636.2675 I PAZAPET ANS LN0ER P NL . - - -- x/411 P�r�c �HEATHINh a «> R47- 10 U TV& al-10UTV& sF 1--*1 - I i - J L ; ~ - I EXT" alyr, ' I I � l ' _- ___ Wilt a`rIN li 0U 5 LTJ O•:, 'FM::jm r! 5T F 1C ✓ t L.;!�+rJ;E�- GGr'i;ti(� I I tv , M 'U�Asyr _ I 5. I - ► FIC` r�F' _ _ - _ S Fez M BIZ A, b - u� I ' . - DIN I Li I-Lil-LiJ r DUBALBECK � 1 I HARRIS and i l l I ► I l �� HUMPHRIES ! OFFICE BLDG. I I • ! ! 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TIGARD, OR. v f I !I Issue Record: n , VIN`fI.. - V1NYl -- - — ------- - 7K ---- --- Project:8602 4 8 12 16 20 _....__. I » _011 111 1116 I`-OI1 A 12 , 7W7 1 I I I I I I I I I I I ! � I I � 1 1 1 1 I I I 'L' j ' I 'I'111 ' ' 'I 'I ' I ' '1'1111 1111111 1111 1 J . .. IIII11111111111111111111111111111111111lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I LL (( Il LL L - 2 3 4 5 I 7 I R `� > NOTE: IF THIS ICROF THAD 1 1— --�_ - I ---- -- �JRAN1 I '`' ` I � NG S LESS CLEAR THAN L --------�� THIS NOTICE, IT IS DUE TO _ - - -- - _ — - THE pUAL17Y0L TfiE I�RIr,1NAl S Z ���� LZ Z QZ Z Z 7, iZ Z 81 ( L1i [ iIll l 6 td L DRAWIN(.. IIII Illlfllli illlfilllll111fllll VIII II III I ! III I I I I �. , 11 I i III III IIIIIIII Jr. III II I{II II IIIIIIIII Illlflill Illifilllll Iillllllllll lfll Illifl it i �Illilil II IIII III Ill illi I Illlfllll�llllfllll IIIIIIII IIIIIIII Iill�l ll Illlfllll Illlfllll�llllfllll IIIIIIII Ililfllll IIIIIIIII�Illllilll MAY 22 1990 4 ' MOSS and "rOMIC PARTNERSHIP 1 ` architects 1/L t I:', #, u. `r .,. i. `t `' - — i!Z ' j✓'�'�J °j'ard�T�{If�� 15110 SW Br.i,.nes Ferry Road • Lake Oswego, Oregon 97034 h 7 (503) 636 2675 i x4 �pcp RIM DE E. C' S J -- T �f�MA- PLS' ovl;� � __ _� Ix 2 Wc-�D'TI2IM � �, I ' ►� i f �,♦��t� 5f t�I r�C9 - -- 6& ExT G�(� to OF Y /I. x 3�z. ��r, Tt im i Ii1 ' I NSUL, L�'yti E Gti-�� �� fI I �.�,_ � �',!C ST'4'P"5 \1WPUL TINTF� GLASS r TYPICAL. NNrJcW HSA 5 T-rF �,1�L T1�; A �--, i-�� ,�, �,� IT�; ;� ; � �� �C ��.I �_ u 1�1�.. � ,. -, ���, , 13 17 I iJL �'�-� 'E GL �� I TI> -t'r-_v ! ' '='l DI ' I I ' I ova.K 1 NS1�TA.)~. K/,�,- ! ;, 1 i I �_-----_--- ALLIT��, ;n,�4.D•..Yti � '� I y' � ,• I I � L T1 I F FL4M ESLOFE 60m F. 1-7-1 - °i -- - ME At~ GImER I = AV ------ FLAyH N v ` ,' �/ _ - .,�.. �J 211 Mt: �. �1, ' N - - \� `i - �_ - - - F, A - � C�Yp vYXV ;ti '--.� ._. ..._ _ f l �Ir�. 1 �- 2 TYPICAL �4N�.' C+� ea L. 6 �iL` L 1 T"�I.. wJ ,� 10 E � - �, `� I N� , 14 18 (/i ETA i,_ 0Y.o, � 7yP _ I - i ,--- fi.L. �ELvi�-1, IzTU�N SILL �cl�Y�, F��TLiQ, -T WALL ; _ _�. � -- To WALL , ALUM. THI2E! IP COLO i/2 ,+! 9)/ FIK TrC 2 TINT6�.0 I 2 2 _ 71 N�TF_D x I 2 I Ir✓U L. �C�I� � �^L-r^`��� � '� I L..._ ___ i�•1'..JiJL� LUV`� �.. �;.r"/.=i`.; �. ^i+ i I � -�_ir" � _ I ` 1 -��}• I �� PAY l��-- ING;UL. 7NTE.o ►ASS �,-J IN�� ,'�. �`"'Y?'��� '��a s � ,, _ -- - ,w � �I f�4a'i' F...� � /�` /_ )✓I ice• �' ^�- �'._ �, ►, G Ix �c��� TI21M _ J_� �.. �•�,��� WG�. [i �I�'NL� � Q e SILL bELrD�J V�� _ _-____-.-- _ TH� A O 5 Q w .� '' ---._ _-�----- ----__ L� � I/zI�R'��w������t+�,��� Ile n-yv .n 5W a., n- ,Nc. 7 JAMS ��' �� : r �, �.L �� 15 19 3 TWICAL WINOOOW ,JAM II TH ���;--�� DUBAL,BECK I1-o1• I _L,1 _ !r_� 1j 3 , 11� �,,, 311_ 11_�I HARRIS and HUMPHRIES OFFICE BLDG. TIGARD9 OR. Issue Record: NSD FLTE�, �L�D"' C -+.U—.- _ r _-- TI v ' ' 5'� WD P�1N�L;,"4 Ff R aTc�^' - c �Er,cNf: FL�G2 .s 1 _1N TILE I4. /Z X ! 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II I 1!11111'' IIII I IIIIIIIIIIIII11�1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111IIIII1111 � 1 ►II ►►II ..I, 11 1111 111111►1111111111 ►1 ILII illllllll lllllllll lllllllll illllilll lilllllll IIIIIiIIi IIIIIIIII IIIII11111111IIlil lllllflll IIIIIIiU 11111111111 ,�1111111111111111I11111111111 1 11 1 MAY 22 1990 MOSS and TOMIC PARTNERSHIP architects 1 i :�.�._+_.qrr';•_ r -�1 .�•r �-N-.�--•-A�j1 t�`;I�5`-,,',�I ti�_(1{I=XI�411`I I1/1�I-N'(/;K'X-_I--�4_aN-1i !I'1'�{II��I��1�I�{I`I�I_I�(II Q�IIl��-, I�,.L�am''�F�{(I � !)I -I I I Ii,' �i I{�II NI��I_�I-', iII-(-,��iII!_I-,I'-�F; ; �I—'1 --I I--I I' -J j I n_,�}8 j_(��.,.\_`1._...�_LV\r. .....•.._(Ii..:.�-.-_:-/'..�..-.".t.~,_ 'i1.r:1i 1�1�1�_41'."_1,'�Z'`.I.1,1 I.►.IRI»I1,I-I..��I-1J�111-_-�1�LZ1"1':yt11�1C�{:_I1.lIl_„1IA�D.E1.�II1�.t�IZ1 uJ_'iI,_._t�I�1_ .=_�\_1_I.i.—I.1__.�1._L.I._.__.I�1.-__Iw1.I..._.I_.1�_._�I�__J�_1___11.=_-1�71�_1;�._=".1.1_�_1.�.�.1'1._I___11I�I 1......i!1.r'.•1.�_T_{-.,.T-1.-1..,.1-. ._1-1_�1.'I_1._:�1_11�1.-1-1_.__J1_:.�_.�.1.1'T,_...�._,�,��I!�fI_..,I.._�.l_r.,GI....I..TTT{.•...._II�_,rT.�II.I_1_ri..{.'1_�..I,-..;.;iI1....{^.�►,..I��..._1._1.[..�1:r.�I�II.I..._�,1`....I.._j_�..Il_..1I._�1-_�jI:`J1_..: _`1TI.l_..I.TI�_�I..��I..J..-rI..f�.._T1.-�..u..T..�..I.—I-l_1:_�1t►1'I�l.I II(I1�I'_•�..�.1-11'-�1-1-1-1-I1_II1I-—I1I{IIVII.0�I_I�_I.._._._I._._ .I_—._I1�.I._L I.I8�I_I -II��'I--I--i•I(-BLIII�1—1��-1_I1-,IiL,I_�I_.II_-II_II.—II-.-j I.I�',II-IriII�1IIII_I—I��1_1_1�1 1�G4II,�IMI I` I�(Il I�J'I►I;1IC�_-1-'-.1,.��1.•t-1i11..S.=11l'.1:_��I(CI�_I I_I_Z�/.I._1.1-�_�.�--:--1--:•{�I1 1 1I- II•J -1(I1n1Jr1 rI�:CpsJ�I�VI I.�!�"� ;r.-_ _ ._.:F• �. •��,PJ��IE rDC .�p�1'T�•e CI I!—r^fFFFF'I��'-'�,+•»/ l�OcIwY �f.v rc/�,D6j1 :5U11r�0.-'..Y 7S W t+O�u9.t ,o�tJSo!fr�nae ,sO� �FEAeG��y rr:' #yi e� R-, o a Arts1qqd Lake Oswego, Oregon 97034 (503) 636 2675 "�_ e.Al - E H c}' 0 I • �C- cl,01 FAF ° Cl vprlIrY CA, . 15 19 V14- 1 = _ t � N pf BAL, BECK , HARRIS, and 7TOFFICEBLDG, HUMPHRIES TIGARD,QR. 8 �ON�' 201 16 20. 1 _o„ Issue Record: IIAl Project:8602 A14 P l 1111111� 11111111 ;Jill11111{ Il ! 11111 1 1 1 1 1 1 1 NOTEIF THIS MICROFILMED { 1DRAWING IS LESS CLEAR THAN 41 THIS NOTICE, IT IS DUE TO It [ 11!1111 LII I 8 DRAW I Nr�_ 8THE QUALITY OF THE ORIGINAL IIIiill,lZ111111I II11ZIIIIZ ,I,JW- ttt, rY; ' I JIII{JI.,IIIIJIIIII.IIIIIIIII IIIIIJI l I 4 AY ,Z 2 9 9 0 frillr d{ MOSS and TOMIC PARTNERSHIP _. . architects • •� - X34' ;:Still. - ri' �.��� � ` LI r' s .� r yr 15110 SW. Boones Ferry Road Lake Oswego, Oregon 87034 �► 'Gb «,,.,,. «•r ,', v $ �, (503) 636 2675 all . 15 z: , •,, r p LAhO Qitwl�iJ:i ' r ____.___ I _- � � ..Y,�....r..x� M�,•.y. .�� 'ttb'h, 7 '•.t 'Y'rC y 4 ` Y *+we ...�111MM,Pa�Ax rwj�4aj. .A .• •� * 1� I''' i I •,;I i -. •+ f _.—_.,........�':..:;,►-.ate .,arses,:-•.�;.a�- � f t I «11=11-o" .I.�...K 5 �.f2- U 11-004 c. I` NM'I[t ,.•• " I �. I�Ti� I!T.F�,*;`►-r�;..-��f?Yr". F .•A 1. ,,� , � q X J/L 1 I ! , 121—7 1I / I I ._�. I / � � I ..""'tea" ..:w+•ann,M1. -.w» i� �,, i'/ / i �I � � .* I p � �'` .� � � ! � �`� 774,••. �,/k'z � ��•_:wa ` �� /�' / � •L 1 1 � .y., � `�p�i(, � � '�"� '+ •7 yi � � ']fes ,k� k, L - - -- - - _ _ -- - - - - _ -. _ __ _ _ _ - _ - -/ - -- - - _ _ _. - - - ... ._.. :.I -- �, a I I ` / / / � I �+ � 5 .�r• �:.: '' ',.fir i �r i 16 gum" ON ' ' �II A62 — MEM!37, NE ZOOr: .- � .r,•� it I I 1, 1rV"P 'T1C i M PST 2x -ME-AID , DU 8 A L , BEC I , HARRIS and ° HUMPH RIES { _ __ 3/a'' x 3" ;►.�lY � OFFICE BLDG. TIGARD, 0R 1/Z t4 r �•, fill r Issue Record• i X 3 irm^1cp — �� - TCS ;,TUVeQ —_ "IN\\ III _ ___—_..__.— --_.____.. Project 8602 1 17 A15 m 11A&L �....� ' � ! I I I I III III I III' 111 111 111 III III I ! I IIIIIII III 111 I I IIIIIII III 111 111 III III I I I�I I VIII 111 I +� II1 � 111I1 1111 111 1111111 III 111 11111 I l l I1 I I I ? I I I 441 I I I5 I I � I I . L7 11� r _ _ _J - NOTE: I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS THIS NOTICE, IT IS DUE TODRA _ ___ THE QUALITY OF THE ORIGINAL E Z BZ�LZ Z 4Z �Z— L Z 1'u' Z 6i Et1i L(i i Z [ i [ l i — 8 B 1 L g 4 ► £ ! Z l r �. ' 1 1 �, . �1 I ' 1111 I I { IIII�(IIIIIIII IIIIIIIII 111111 I I I I III ! 11111 i I iI I ► � I VIII .I 111111 it llll�llll 1111 I �II II III II IIIIJ I I Illlllllil lllll l IIIIIII III 111111111 I I II I fi11 111 I I I I I III IIIJiI I III1. 1111 I I III ill II 1 (IIIIII II II► If VIII I LII ,I 111111I II li 111111 IIIII�III I II MAY 2 2 loo 19 9 0 .i GENERAL MMS GENE L 5 ' O 1. Those notes set etnrlttture standards for construction. The drawings govern over tho MOSS arta TOMIC 3° "G' 15 - I I 3c '-o " PARTNERSHIP General Notes to extent xhnwn. ,i _ , I` P. Contractor shall verify X11 dimensions and condlt.ionn on drawings anti in f i t•l d. _ � Coordinate loaat"'ori► Of"Openings through floors, roofs and walls with are-ht tectt,ral , iQ'/t}- /�._ �� !N4 IC/G} - air<:r ja (�,'.-� c:r'.. 13/,� I IC,/ T, architects p hips. Notif desi n a enc of an discre ancit's. / ' i !„ r mechanical and el cvtrioal 1 r / � `�' I d /w ,r q- 3. Contractor spall prriride all Kecressary temporary support prior to romplet iun of �}' �'` � Gly(-+ (3) �}X Co COOL- r _� vertical and 14Eer41 load systefen. i - !`� - 13/4_. / Pb44 _ - h11 P i 4. Where t'eferes►ce it made to ASTM, RISC, ACI or other standards, the tae,•st issue Z�-p'�j ' G'3 '`�� _d 17685 S.W. 65th, Suite 200 z ' /e' I r-C,�ts � .I EE r _� -Lake Oswego, Oregon 97034 'shall apply. ( U /� S. Inspection and/or job supervision is not provided by Faller Strugtural hngineer int; FT� r'� II-i y (503) 684.5225 uril.ess 8110e0ifis5ally arranged for b se 1 �,-� il� � - - - ----. y perste contract. �E S�OUTr4 - 6. 11 work shall be iu strias compliance with the 1992 Uniform Huil.'ding Code ax amendt�d � GCR^-•1 EE2. ' ,-�'� bE E � by the State of Oregon and all other state and local codex and building requiiein is FO g � (;� I P G NDS Q --�- that apply. Gv,.. r. ' ��E Z 1. Design Critet'iat (In addition to structure ,lead load) / Q a• Basic Roof Load (»now ••• •.. 25 pxf c• Wind Fit] m.p.h. Plus aaautsglation Exposure "Il" � _ �� b. Floors (offi0e) ....00........•. . 50 psf d. Seismic .. . •. . .. . . . . . . . /gout It /� _ las 20 sf T 9' \ �'� �-" i = .. ORE6 P p partition and cross. topping c f� c; ,[ _ 03� C�1� /2 � �/ - l 8. Mechanical e�-•ripment, sueohanical and sprinkler piping larger than 2" di.unett:•r ur �� I I G � _ _.,� I I O 9 �..� 12. other items , oducing a banger load over 50#t shall be hung by a system a.ppruvtd hy' -- 1 - V D FP�� the designs agency• An hanger r ng --� �-� � I '-(o I,] r LJ E -A 9 " D E E P _ ` • Any g producing a load over 2UOIl shall have add i t ic,na I g framing installed to transfer there loans to the main structural hearn or wit] is unless - _ � L� �' Z- •� � �pNU _ "` otherwise approved. _ SITE WORK 1 . Remove all organic material and top soil from areas under the building o- undt•r )ave(] ' i i - f '► _ t areas. Replace as directed on plans and in aFcordan:•a with soils report (stet, (< % iE%�aES, � 12 "n/� FIELt� { ht•luw). It�J' � c � � I 2. Fill material to oonsist of a granular material. Place fill in lifts not to trxc•t•t•d k1A.-�� 8" and compact to 95X standard MSNTU T-180 under footin s and to 92% standard AA�+II'1'u < < e i � t �IP� T-180 under g �" EAST trIE1T Et�GS � 4 I�!.A�E�: paved areas and floor slabs. rock. Ole, 3. 3. Race material immediately under slab to be 6" layer of 1-1/2" minus compac•tect c•rusht•j1 FOUNDATIONS ' �� �` ` _ 1. Design soilpressure _U g assumed to be 2000 psf LL plus A.L. per Rittenhouse-/ oman soi.15 . H-I/ Report aU - -4119 O . II 2. All footings to bear on firm, undisturbed soil or approved compacted fill rn in i r r.lrn 6 15 5 GOI,Uri t- l Ta Fl r 04 ✓F-;2-',:, J1 3 'r I e_,;(�o 3" Notify design agency before proceeding if any anuss 1 run-18" below final grade. E rl�I P�-r'L-i dations are encountered in the footing excavations. �E To 3. Do not excavate closer than a 2s1 slope below footings. 4. Clean all footing excavations of loose material by hand. G, � 1� - , c ►- 1 �> o�J , I LT�, To EA H E.-O.� S. Excavations may be made under continuous footing]. for pipes. Backfill to I)o ,111)1uvod ,� "�` I/',� Z 'I t�EE 1--I/ (:) - - -�t r . - �' I�JaL Tk1c F.o.GEs by soils engineer per soil report. = I ! '�2} �� 2 - �4- GUh+T T;EDOL=f� CONCRETE I I i D i - U I - I. Strengths Average concrete strength as determined by job cast lab cured evlincier to 6) �`t t I I be 3000 psi at 28 days plus increase depending upon the plants standar,; it�viat iun as - 1 lit i 5'/� 2 i specified in ACI 318-77. 2. Minimum Mix Requi rementa s a. Cement costa •• per yards S seeks except slabs on t;cacie to be 5-1 /2 sacks. �Zr � � lir4 �EE� ��/ � b. Slump: 2 to 4 inches. Deviation from design slump +1/2" to -1,,. ro o E a BUTT- SEF_ , tl; 4 !� c. Air Entrainment: Per ACI at all exterior slabs. I 1 d. Admix: Water reducingeq /Ftp " � Z� admix (Po.,zo,lith or. teal) .for all slabs. i <7l'�''j 1 3. Place and cure all concrete per ACI codes and standards. ta / 4. Provide control joints in all slabs on grade at �3'-U" o.c. each way maximum u►tlt•ss Cv '- �` -�+ otherwise shown on plans. Provide hes " t L C%EE P - _ - - ---- vy (3/4 ) tooled joints at 5 U O.C.u 'incl 1 /_ ISI/9 !o -� - � premolded- ex azss on oints at 30•-0" o.c. In all exterior walks and slabs. Nutt _ " },J A 'rZ ���J - slab - sola trosaoo ergs. ;,r.;,,,y, M„,. , _ Irl G -a - t '�' / F_) -4 L SG�?E,.1S -- _ __ 4-- t an �° F_ 1(o ''° , U I, Tr, 3 X t•')U n S L. D T G '1- r t= F I C7v�.,, _\ T- �•r:�t� L �/z Yp N EE P E 0 OUTSIDE "'E , 11 F� '1- 5. Sleeves, pipes or conduitr. of aluminum shall not be embedded in strurtr,r;11 conrrt'tt• �/ �. TS `ro F1"/ CTT --_ _ �I U ' ��' To �{ 4 - I Fes,F� E I_ - F H EI21E O H W. .L_� L I I� E �/ PE>4�4 � Q unless effectively coated. E E P1 OF I ) , I -�t► ( �,� it REINFORCING (CONCRETE) G404) �:I-.I[ ��1,'j" I - E�TENS►c kJ/ ' J'- EI � �'' �� TY►° t Ig'` ''v I/3� >` DEEf° FTCa 1. All reinforcing steel to be ASTM A615 Grade 60. A1.1 welded wire mesh to ho AST'.1 A185. t c �, _, i r� ,_ ��,r,c hJN12E,If~IF I T /� - /� /4 GO i- I t-I� TU ��L G)E E �1/ I- 4 I /c. 2. Fabricate ytld install reinforcing steel according to the "Manual of Standard 1'rartict! r � � j � J J �, -� H6-. C �C @ DOLS, SEE � q�TH l�� ��' )I ��I�I�II� lot :O ►--I crT l�l _ l t✓E W - ; G!�N 1- L.O ! l�i T--' - ��- EA if�o t. = - ` 47 �- I E E FT I D/4' P I r,- 2 �/ m\ _ for Detailing Reinforced Concrete Structures" ACI "standard 315. `� ` R I (0 4- 4 p P � - # � G `I I = 3. Provide 2'-0" x 2'-U" carrier bars to match horizontal reinforcing at all rurnt�rti an �_ ITYK' I-{O�T't--I ¢ �CU�f! �j{-SEP ���_ I 1 ice, ��� a I `� 4 Ic .1. intersections. t; if_L_. 1 G EnTT tro t i 1.1A_--5 <L P� wL o�-� !c6 ' LIGE lel/ Idol r�q�"/v to - to E-I.� i 3 TIF_e:p 0►. /i. P i-w r l� � � � t�-s � d v- �- ' �O U`rr-I j I i ��G• 7[- ._ �,G`� lei I C� .-• •'f' % I I ! ,�-r 4. Lap all bars in intersecting footings 2'-0" or 3-0 diameters whichever is greater I t,r itr_ c and GF'1--oF:t 'r' ( I� TJ 1 � >✓ (< d ��� �{ '/L �� �q 0 '-C' Zq''i I�(�VJ 7-F12 'T_Ll- provide 21-01• x 2'-0" corner bars to match horizontal reinforcing where foundation FOS FTS`' I I � ZGlrt' /L � _ � �. I ( fl;51 F120v V^E �Er:� T[� F'1(a 1 P�fT I t��� r� �R.ovl ► E. stem walls intersect. �- I � �; [•:�� f I J1)IST i�H�1~ � --- -_7 11 (,g • WOOD FRAMING - i G � W�;_� - I � ( � 3 I/Z t 1. All laminated beams. to be Ikieglas Fir with fb r 2400 psi per AITC 117 sperifivatiun �- s ���- E H I✓ combination 2erF-V3 for simpke span beams and all others 24F-Vti. Appraranc t� i;takle to � ,I � Q � • be industrial, plrc►.,�,lde ATTIC certificate, and use waterproof glue. Camber = 2i100' IC 1 -� ,{ � 10�' radius fo!r. sl,ans raver 20'-0", or as shown on drawings. F1 2. All lumber specie,~. and grades to be as follows.. Ill � I/� � G� 'I � � r I � I r��• a• ]Oit;ir, beam and -stringers • ..........•.. ...•r.... • Douglas Fir �'2 - - F - -' W 51/8�I Z C5 I/� F�" nom, and g-reater beams and stringers .. . ......... Douglas lir. - b. Bucks, blocking, bridging and mire Douglas Fir or lit-in Fir 3 �} �Ep �. 43 I 31-fin / � � 2 to � ? -� c. 2 x 4 studs ................ ......... .... ........... Doug Fir "studs" or std F. htr - --,r-- �- 11.1 � - E P�cTT ��E_:E ; d. 2 x Fi study and larger ..... .............. ......... - ~- � - . 6 Douglas Fir ,�2 �4 ?j -Cj' {� I,v E f �,,r'I PSCC til A u.1 to I e. Sills, ledgers, plater, eta. embedded in or in . r I hl `� / G.CL. Glu GEE~.P WI/ N�'SA aOntaot with concrete OT masonry ........ ..... .. .•. . Pressure treated DuUt; l'i►' ;. 2 � �� Y F� �. Gi�� '`-��� Td � � ��'NT T� E�%t��� T 2" G�E.P f. Posta ..... •. . .............. ........................ Douglas Fir. ;kl ✓''L ,OI"IG h•�A-�L. L�'C'-���1 I I �C� 3. Crossbridge or. .solid block at 8•-0" maximum o.c. for solid sawn joist 2 x 12 and E+fit, - SI✓E ]anger. 4. Plywood sheathing to be standard I I _ g " grade with exterior glue. Install root' anti t lour i •• �� O sheaths with face rain L 3/� G Vx PL 'SLI C j n8 $ perpendicular to supporta and stagger end joints. ln�t.tll - � IC, y � m\ wall. .Sheathing either horizontal or vertical and block all edges of plywood with 2 x 4 or thicker blocking. Block sheathing where noted and nail as shown on drawings. E VCa E5 s tU 1%- 5, Iq' 5. Framing anchors, joist hanger, post can etc. "Simpson" `� F' E�fi <� r�S,�G�E � F , to be Simpson or appruvt�d equal . � t 6. All bolt ]scads atttl �Wts beats On wood to be L-,&-- Li 14� .r J I/�G� 7,c, _ 1 n6 provided with a washer . 4 -gr r -4 l I II 7. All rli►ilit>tg to be per table 25Q,of the U.B.C. Nails. called for on the drawings ,ire - I LEEI 2 -O �.t^I to be cOnwf4 "Gus-nail" aukstitution.zpprova1 to be obtained bef re construction. 1'li"� - �} F_ ' 1 8. Cutting and notchitsg ,of joists 'rant xllowtefd. it diameter hole may le dri l 1 od i n tht� I i I T , i ?` '` 3'-G ' 70, 3 �'` �F I�' 3 � '' Depe I/ a> M T N ICU 1 center y of the nteusin theplo All other holes to be a I � ;�- ` % (o ',/��-E F; f � 3 �Q �� L II--I�P ;l-}F - � !.�� N 9. pproved s c7 _ El'�S OF GIl Study may be notched in the lower 1/5 of the height of stud for. electric anti pttr nhint; I (,'r P EAST s kJE } 5 { - r 1 r pipes but no pitrt of notch in to be deeper than 25X of width of stud. Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in Yrs►>�t ► I / i of ` \ I DU BAL BECK, their height. E h-�� ��TF'� d t I � f t WOOD ROOF/FLOOR. TRUSSE� .TQIST5 (PRE-MANUFACTURED/PRE-ENGINEERED) I - I I � 1. Al roof --- - -- ---- - - -- -- -- -- --- ---- --______ r HARRIS, and trusses :half be manufactured and dceaigne# by Trus Joist Corp. , uc 'a prior �.• � - �o x � __ HUMPHRIES approved truss manufacturer to the following load requirements: : GC L �_I '�} i i OFFICE BLDG. a. 25 psf live load (snow) d• Uplift an specified in I!.li.C. 2 plea accwrmsAation e. Allowable increase in woad rnt�rnber.s - -�'-��` b. 10 paf dead load top cho:;d stresses due to duration of loadirt�; g 1 -!v w�I �E A - -� •-� TIGARD , CSR. c. 5 psf dead load bottom chord +1SX max. I SEEP i''1/ Z - +� � CE.F_`p 'F s .• ___ __ _ __ _ t Prior approval alternate trut,n manufacturers must meet all specifi.catiu►, approval _ �� --- 5 requirements. Submittal shall provide eo�mplete details, sizing and load vr�rific arias ' _� for thier produot and clearly resolve all variations from Tr.ur .foist Const.rurtiun. 72. All .floor trusses to be the came manufacturer with requirements to meet loads ahc,1•�• , � ----_F�- I r in "General". .. IF-F_- Gam'L � FrL� �.�I ZE5 A � i �' a ►' .r -__ r� - 3. All brad i nEY. g -� L -C%f', ` I U'/ ! 9 I p/�- Z -a /e 9. Issue Record: g ng, bearing hardware, blocks hangers, etc. that connect to the rout ur Lxr R I H r , -- ��,�„ floor trusses shall be per Trus Joist Corp. standard details. -- � 4 ! 4 �� ����> c Z'l 4. Truss creator shall exercise extreme care during erection of a].1 trusses ti, prt•vent t- `I the trusses from buckling laterally. [tae spreader bars for l.iftin^ trusses ant] �' '� 4. t �' CZ) provide lateral bracing as -necessar . ,, - f3 -y Place in manner recommendeu uy rnanuf a�t u r.eY 1 . I I' - - • GC�L�J f-I TO rGCaC�F r'1 1).Y f3E T'i"f' ',-9 E Ef� (�♦ .. ,5• "Siliop draa�n,gs .nerd eonrputait off"-""nsr �'or g1'I�Eras: s a�a1i''6Q- .Ru'h"milted and st.�mpt�d by1•�`�- Ft.(�) - Frc� t registered engineer in the state of Oregon, Gd LU r�lH -r'o Zr�� r- t.� off L.Y 2'- �' 2'-O " �J/ _p _ G. Truss manufacturer to inspect all trusrr,:s after they have been erected and �heathiitt�, Z - I 8 �E(Z.r- £ ' ' 1 bridging, blocking, etc. tans been lnatalletl. Manufacturer to submit a rertifir• ti. 3 ._� ��� ��EET• `� 'Z f DOe A.U101 L, rl0T�� to the engineer that the inspection wan made and that trusser are in acceptable• I R I� 4.- 1 016ATC=S 1*:� �L�. ��H�.�*� I� ��., S ! condition and mret with the manui"neturei"s Benign and installation rc�yuirt-mF'nts. I 2 •/Qjy . rz. S HrC4 r- C)7-ATi oN ;,,rte • •Z ``''�/�,► f e602 STRUCTURAL & MISCE144"EO S STEEL Kms• rr .r _ Pro @Ct: +► = Imo '- I I �a ',�'I I. Detailing, fabrication amt creation shc►11 conform to the Steel Construr.tiun mLlnual or • i AISC. • 2• A1"1 steel to be ASTM A36 except as noted. All welds to be made by Certified Fielders to AWS Standards with EGt1Xa or F:7u\X ' electrodes. LJ 4• IaO1ts to be ASTM A307. Provide +standard plate washers under all belt tetrads and nuts HOFZrH in cc+ntaat with mooed. S• All structural tubing to be ASTy A501 Grade B fy a 46 kmi. 6. All pipe to be ASTM A53, Type E or S, Grade B. ,, S1 At 7. Do. not ovOrmiste drilled oc punched holes with burning torch. 1 /1 I ` tlt ' • ..1 � • �. w . III (IIII III III III III I t Ill III IIII I III III III III III III III I I III III III I I III III III I I III III III I I Ill I I III III I� l III IIS I I III III III III III III III I I _--,•®,,,•,", -' r rlil ilii ilii slid _1 r ' NOTE: IF THIS M IClIOF I LM90' L ORANIND IS LESS CLEAR THAN THIS NOTICE, It IS 011E To _ _ _ THE t11WALIIY OF THE ORIGINAL = S = g 9 6 Z i t t I Lroll g t t t ft t t t i t 8 Q L 9 ! ► 4 = t rt OtbwIIA. Till llllhlli IIIIIIIII Illlllill IIIIIIIII IIIIIIIII IIIIIIIII Illllllll IUllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII►r'. IIIlilll IIIi�IN 111111 1111 iflt'�1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII illllllll IIIIIIIII IIIIIIIII IIIIIIIII Illl�illi MAY 22 ! ) 1990 .. Vi_ err. r 1 • MOSS and TOMIC PARTNERSHIP I� I L� L 5JM architects �'e I2 1 `j * IZ GOr•IT _ 15110 SW Boones Ferry Road Lake Oswego, Oregon 97034 _ •� L_1 �' (503) 636 2675 +SEARLL�5 \45 rJ- � N r / 10 n- HUCL-q14 -To L. I / i F Vi?).- fs I z Lc'►-�T 4RCfr N - I - G' I/ i G=o G = G 1 4 s`. Jeb z 14 20 o� 20 I I I LEE0UaIz °gVID +�'�✓ HA-IL-E.0 70 ~-- I� ZO aJ EA Q TO� If I��/ - - I I I ICJ �L ZO If:1P t ,� � iaLt�s : 1/Z U••N �D -�Tf'��' �F-' L� (urs - > C�E ca l�.�. t`JA 5 1�� d �' 60 /c, 4 �(� G0L s'L'Z�' i 9 DE �E-F 5"lr'L3Cr uE �T TIEC r lr�l EA ) f��JT ;'� I I Q, O7"E ELOW �Np E�GEI'T- �:;/ .I GSL, % _ 31/et 1��1 �I E { ? J G' O DTL- I(o 5,�- m GOL !7-I -HF ?T . 1 1J � I1 i1 x' 122 I(o i2 I I ) I (o � � '` Co GGL� I� T_ C UT's ', NA-I L �-�F-1 Tia TO TG,�� �. I I, r �I-•� Top � X �� 1q,� /� - v ISI/ Idd % 'yam 61L I �J i 1 JO� ►-'T TO dJ x - 1 ��i ice'1°:_F_, P>�L-C�I.,.l ' ���a l L ! � I-�la�Tf•-} ` =' _ __ __ - Icl `- S-T-LJrJ I SOL1T' - S5 �^r a F 5' t F� t�A,�L.�j - , uA f GorlT -- - `, ( l DT L E-- / 1 x -4, -t' x� -�- 2-11 `a � __ _ �' _ II ;— 46 , I I I n +,,/ry ` , G p E - 1 F-L.D TG% C c4 a '' I-}/ I �.. /� O t- E To Tc't- �s I i 1 1 � I I � _ - � � F�� �/ ►c a � 3 ''% -�t I LL. �I SEE saL1Tr1 �iN� I''� M'i(� 13 \ OZ �1r�1 112-1, 10L- 'k-10 k� 16 a Int✓ FU �' I 1✓ / c ' 3 /L E 1- G /(r _ � ' I - DUBAL, BECK G N EAS !'J�l<L.� (( �`�"- / �� I �� � I �i '� � �4 � I _F I E L p, s I L-L N�.I L.'� t T(o � I 11n 140�/; L- _ I « 3 /i /G HARRIS an r� r�I T 1 -/7)r4 — -- �1 _ ___ - - I - f-- M d �'�-�►L« I G - �/� I 3,,8 I -;,i ; �. I - .-- i4.5 ?I HUMPHRIES i � s Ir r✓�Ct`� P G I — -_ OFFICE BLDG. > . hI I r� G�23(0 �5 54 _ _ TIGARD, OR. �1L (r Iq,Z T' JT ��JF �cFF 1T ��Ll I%c12T ��1r'i I ` �I I - Z - -51r-'1t°sc N ��T�23� (�NJ .- T>'�' c� ,��� I \ -fTRAP� TG COU�L.E Issue Record: t STIJ Ca I t-4 f.-J t�L L 2�E L0�1. 1 42-1 �►t�-GH es'�G I 5E� STS i - \ G EQUAL. t-�a I L.S To I-^. — I EA ENL 7c GO L. L— _ LN Fad ��� I--JFo A.T ION � �A L Le--P, ��E.F 1 t�01 V I t'>J, L -- — �.-- P L.L. E�TE�-Inr<. l�l>a L.�,S �,�►-I FTN r�� �l i t-�)l r-� P t✓'(I�-� C : 1/z�' G G.,� — — ' EC�G1E5, 10cJ � 12'' FIE - ' ----- 3. G�LL�r'JI-J s1�ES �r-{ow�►� ,alZe Go�C, ���I�I z� �� ar-1r� oF �, 8602 Project: �}. 1t-4 THE TOP of THE F1125T FLooR "GORE wll�LL.S , �'624`✓11�� Gc�r�Tlr�uoL�S , UNspL1GE� Tdp PL- 7. IF UHA.6L.EI LSP MINI 1 1. 1` 111111 1111111 1111111 11111 1111111 1111) 11111111 111 1111111 111111111111111 11111 I 111111 IIS �� 11I�i1I1 � I � 11 � 1 111IIIII � 1 � 1 �`� 1 �I�I111I� Itl1 11111111 1111111 1111111 111 1 1 ,- .. ..._ - ,. NOTE: IF THIS MICROFILMED 1 I I 11111 41- I I I 4 i I I 1 j••i� �� 1 b I 1 1 I ry DRAWING IS LESS CLEAR THAN ��--��--- II VV THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z L Z Z 4Z Z Z Z 8 �d L -�8 9 ► $ L l fli�l DRAWING. III IIIIIIIII IIIIIillllllll IIIIIIIII IIIIIII I11111II I II ,., III MAY 19 9 0 ; i Ppr✓ '- T`9 MOSS and TOMIC PARTNERSHIP K'r I,i<a HT o F ,T-ti' Pa�1" PLAN � � ITS� ,,+� � � architects ( E r-I v 1 T1'P �oST Iz" TJ I - E15110 SW Boones Ferry Road Lake Oswego, Oregon 97034 - � - • - -- _- -- __ . . --- _ : — - �-- -- T_r 1503) 636 2675 ' � `��g BLS � 1, 44. ��� ,r i� G �, < I �_ I co DoE Fa�1r-IG P:.a►� 9 ....;-- ( G.c�Lt-►E r-1- F Z I LAT F�L� 1 5 rl __________._.._.. __.__ _- -_.__ _.__.--_-..__._ __�__ __ __ .__ _ -.-. __ ___. -__-- -_- -_ _ _ -- -- _ _ N�*IL FULLY � TJ1 f- +EICar t_u54 (01-4 �� �T r eq LL1 - H A. � T� I f A► i, F 1 l L.L`� I I � I I G I�___ _ � 5'/� � I Z Gr L _ - - � - --��1� -- - I I ( I • � TJ I l-4 E lap- GTS'- �T _ - EE Hr7E. AT I6^Lc� 5�� FO P-'. qV!D FP I I �J I r'1 Get r'1 I FG� 'E L T T /-� n I �I I� I � / ~♦ I 1'-,�'' G>� �i�''- 1 '-0 " I f ; I �..Ir-�c.. cF r��,r•15�. ,�; ,1 ►� 4 � 4 �p,.,� t. HEH f2E,5z, D I`l4'� ��TD F iF' ; /Z -'/�.' 0 15L,TS, C)bL. 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To � ► =N � �, 2, 1 G •�� t= I ti- >✓ � uI ' cH -I GLIfw TI2► W,s CPe1F E- -- r - -� A�p LY G L I P �EFnR E SAp�L t=• y �LA N � r-1 Fri►� � I , -- x LAS E r'I e HT - T-T'PO I '� ��' 2 - '�:""I P.�o LT NtJT- TG - , I r-GA-TioN - a----�_ I H6 1 , L 00 12 / _ i 1 1 �� CSN P��' � I �• _ 1 ® , 45TtiFFEHF- I-3'l fo ^ P c Ir/ " c Q5 _ _(` �L�� T� ► I I ��/✓, �r� C�,_ — — Ql TtU E N , 5ac.� LES To r3 � c �� I E�,� I �E� --•- - —-----.- I G =- t I P 9� U o -- F-4*- oT E ,o-6 5O1,—JH yJ �TV T12U o6T �� 'STI FFENE1- F3L.K- C(:SIUJEC A4 H^ILEO NO�IZONTPLL`( GTR ON �T GOMN �/�-�r �}l: � } (e ,� Lo I `� < 4— I ( � 1 f't iia RTt-� '6D LITH EH PIS of L.o4 E G - co 0 1r -}f4 PyL.V.ei - "OE.P_ F(ZTJdM PL.,b-N' ,R Q�, f°LPA � SIi'lr'�.,�'i`, <�T c� �.�t� >I �SC 1-4--,- I -T p ��T �Efi�P;��� T r� Pow `�U JND I I '► ' �r� Toy- T�� _�cI�T To Tne ,��L �-- G> {' I �'' .c I /a' - ► '-o' l II ,t� ; ' I � � - E c� NA,I LS 1 i I T METAL- �7'rb•GH ��� M F��. �___ - -----� � �� � ' � ,�� I �- , �� � �'� �� NF�r2 1 I•� .. N R.E 61 U I t2E to E M T'S FOP- � 'L � (r- I � I I I � H 16i H k41 t--4 0 s�. f- � LSI° -rc 1 ��o 6r -� � ' _ , I �- !Q Top F orl �EIL.I�A 2� 4 LPT C3) W/ I- <�lt-gyp ;i�� / I�'�c ����-'�r v��L� I _�- c� `S� �N I LINE GONr4• Ir- F- �,cr FG4- 6Wfo �A GoNT P.,)f G{_�,[�.c - U E� l ! '�E f�j I i I �I 1..t�LL.. LP`fO I/ Z G1-1105 Ef� ��I.IGE O - TFz I >E1 ��� I i l ► — �^ �E r�. Dt~ •IGH -•--- --- - c�► I �� <JIt lP��or� r���T �"1 l �A - -- - I Sz A IN RZ1a.FL.�P. I� �% , � � F3Y oT�-},� {2 a I � T Rs�~ `'�`" - 1• �,e r'1-- � , �T T N ' zC Ci � --- i ,� I I ' � � I I - P _ � w�►L L ST u� I y r TO 1, ,S �� I _ + * � ,J I I I f- C� � I � __.► I j - —�. _�— •--- - -- - � I -- � ' ��_.::'I L:r� r'I I T ►-Ih L. U r I '�.w� { C�� 4 I ,� I��.F y 1 I n a f 1 d 1 - A :4 N G>~I ( E/� r'� v Th_ T F_U f:S F- r•.!- �-��J I -- --=� Tl�b T�.Ur-I K�•T E L. TFC 11.f. F - I- .- ��� ,, �- �it --- - - c -� - - DUSAL , BECK, 1 -- lilt"; HARRIS, and F � � Il I �. r� _--- - -__- - �-,��' _ --- -- - -- �� < Y—.--- -I HUMPHRIES N E IrlS F�R 1—'- 1 — ----�I To I I I ,�4� is 1 Z �. G - ' --t----- -- - G0f2HF- 5_ ' �� ��:a I I 2� I II I I ' r I z I ( i SES �a7Es OFFICE BLDG. TIGARD , 0R. _ T I- __= �� J c,�� , , ` , _. — �.-_---- •_._il __—_.. - _� �I )L L �� f�L.•%T 1--I/ I I f "C',Hz ,ih, a I r✓G� 4 To t s E --- c` I z K,o -- - ` ! sal?.C� ,F w O �rrl�lt-I G�_ �, I I Issue Record: 4 g - i 1 N i t i1 Z 4 FL-�•T U...�r ,F - - - � 1 - . \ � � TI-►�..,�: DIF�Ec;r��. �ctT i.� -1 � rl�-r-1���� j In.� I ` I - _ ._ __: - - - - - - - - - f�F R! G-� C H 4 to b L,V �`�� ' F — _ ~ TF �o. E N tom' `�S -I. GG�L.►1 t 'i t� 51 Z E✓_ ,� R s= 6 H U�J'--J r-I PES TA--I L, o� �XA<_E �.��-C)C) GcL-UM �-4 r��T �Ec�E 1�IrJG-� PSE-tet--!<� A, TN .W 2 4 FLAT I�E[.K 4 4 f3I ��F Lo�l c'r- ����• �. 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NOTE: IF THIS MICROFILMED 11 I 2 3 I 1 L._-- --.�DRAWING 15 LESS CLEAR TFIAN THIS NOTICE, IT IS DUE TO _ —_ -- -- - - — - -- - -' THE (DUAL ITY OF THE ORIGINAL S Z 4)Z L Z Z 4 Z r I 1.Z Z i Z L , 61 l Grl I 1 i F11 E l l lel i 8 8 L 9 9 E Z l ,• DRAWIW, , ll ifII11it ► IIIIII►I111►IIIIIII Illl l l l { I 111 �I II III{I,III,II1111111 Illli11111111{I11111111 „ Illi lllllllll lllllllll ll(IIIIII IIIIII�IIIIIIIIIIII VIII I I11 1 22 MAY 199 I _ r G I �� g_� I�0/ �ERIAteu)-' L � �A( F , MOSS and TOMIC f�DG�E IyAI L.I �C� FLJ L L, JoK?T �..j/ HnR I N�I_� ' PARTNERSHIP - ����. A�=C.t� I �'�� A�l1►-I �� E A�- t� 3 '` � P� S� ;`" �;I c. � ` �CZi E (�LY�•1 G' P-)A.I 1.I (�� 5I, SIO \ ' 2 P1' • � architects A. � � I ALL. - =E-f' �. _ r - { I *... --- _- --- -- � �-- - 017685 S.W. 65111, Suite 200 I - --- -------- * or-J HIT r - -- - ? 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DU6 DK , I\ • r , �� A L, SE HARRIS, and VNO f HUMPHRIES OFFICE BUILDING TIGARD, OREGON .00 L 4- •int -i Issue Record: Project: PLANTING /000 OOAMNCO j 01 I � � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII mo I I I I I I I I I I I I I I I I I I I I I I I LI I I I I I I I I I ► I l l l f l �-'�'""�-"�'"�°�""" � �� r:,�r* " - ' 111I1 � 1 I � III � I � III � � I � III � I I � III � I I � III � I � III �_ I I � III � � ' ,� � 1,� 1 � 1 �. + ILII I � IIIII I � III•i '° - NOTE: IF THIS MICROFILMED URAWING IS LESS CLEAR THAN l THIS NOTICE, Ii IS DUE TO THE QLIALITr OF THE ORIGINAL L I8Q b Z 8Z LZ Z 4Z Z Z Z 1Z Z --BT �li-- T hl 1 8 B - .1_� DRAMING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIiII�IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII i �' 11 l !III I I�''ll�l��lll� � II (v .. 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