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7320 SW HUNZIKER ROAD BLDG C
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"'� �....� ' r� nw f.r- � y �, �� ,.,.�,,.. -.r+_r-............�.-...�...,� � '`Y:.�. � ....i � �r«.,� L 1 1 �'.'� 1 ♦ ' ` ,+. 1 it 1 r, �, [ 'R" ��� .� oilw �..... .... , � � i..��.�F'� ..w •_ i � � F� } \X„�� ..w�'�J �i '�J,Irt _ �(tJ'�� I i ,C� °� 1 T _ io = All cutting, patching; sainting ,& runners by others A1l plumbing and drain lines by others All electrical by others except low voltage control s wiring by this contractor Re: ponsihility for verification of structural rec�lirement created by HVAC equipment rest with others Insulation: 1" thickness with min. density of 1�# per cubic feet I Entire HVAC installation, material and equipment shall � �.�... . ___.._ fully comply with 1983 state UMC;, NFPA 90 A and Chapter - . 5� of UMC TLermostat to be auto-change over. with sub-base on-auto- off fan flitch and heat-auto-cooling selector ( thermostat tc be set at 650 for heating and 78'* for cooling. Fan r snitch tc be in on position during occupied hours) . r ► '� A•` I Heating & Air Conditioning warrants all parts r r � DFkAWN 2)Y all •3 labor to be free from' defects in materials and _.._�._.._ �._�.... . Irl � R.Sm IT H �( .._..�.__� I�Icnting �`?t Ate° ' - we . kmanship for. a period off: one year from installation � �.�:+ uK�.w � ►�c, WO o , period 1 17555 S.W. 65th i The above wa _ranty ..overs parts only after a pe � of 90 days from date of startup unless proper preventive ►.AKF OSWFGO, QRFOe)N n7n34 s been performed every 90 days by a (503) r` 84-8583 � maintenance has qualified service technician. n.4.ic.4........�1/IYtMii•.::..ir-i6».°Aj.�r.v,:.-.M4 .eMV,w AR"r»Ni':r�rJ.., .r M _. s +r.,... • .r• r - .. w . .., ..,.• +. c .:J.,. ....,.. .. . .. ...ter^ n ,... .. .M.... a.a. ,«,e ....... , try. w,► •1w. .tY.,Y.yu dN...u,.+,ro,>,..♦h..,w..wy eA•r r:M.,..«-. .. . ..•. . . .. �y� •,.• a,♦y- /:.-„M4,,'.. •, .:.,Ye...�l...:. :•,I.,i.1��.�+,- ,.. ,r�. l.rn,Mrr♦:...« u.0 ..Y.�. •wA w.w.�w..♦,.an..rw.�ii�.wr � 1 �.ly. � Jill1 � 1 Jill � fi � � l � � I � � ilol � � 1 � , - - ,a -- NOTE I F THIS M ICROF I LME D 2 3 4 5 6 7 8 9 ��0 DRAWING IS LESS CLEAR THAN ---- --- — i THIS NOTICE , IT I S DUE TO THE QUALITY OF THE ORIGINAL 1 DRAWING _ --- — __ _ - —__ ---- - - - --- ----- - -- _ lot ._.. i a of of e� �i �� �r fp r_ _...... •......w.........r... i L r • i' Ate.- �� �G a►.r /2� w7 8 4.4oc-Ab� / f wr, ?leo 4-da. 4 i V>Y <= t.S , 1� i ' . -j LL t � L— M 4 J ti Tit,c:� J'✓ H(J 4060 w T �' � r1 rv. �•v iz�. 41,e As W7. 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No t :. 17555 S.W. 65th L r� r LAKE OSWEGO, OREGON 97034 t:s • C..• II U (1305) 684-85 .3 - - - �'.... ...�.nw..1Y,..r�ww�...,..........,w....•,a.drn."w..., .wrewM�w. 71 G,�T^�'VI �, IG. � <:�(~ — =�• • •..ter.......�....w...-.... �/1f2 I j `' ` �IIIII��IIL�IIILILIIIt�L�-�IIIILIIIIIIIIIIIIIIillllllllllll111IIIlIIIIIIIIIIIt�IIIIIIIIIIIIIItill'Itl'IIIIII�ti�IIItII�111111t�tIlI11+I+I11111I+I11�I+I�I11+I+�ItII�IfIIIIIIt�lI+111�11�1111111 `� ._.._.._�-T....�.1.�r...--------•� _ __..._------ NOTE: IF THIS M ICROF I LME[) �2 3 4 5 6 7 9 3 10 I I I$ DRAWING IS LESS CLEt•- THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TF•' ORIGINAL DRAWING, OE 62 eZ LZ 9? SZ b7 EZ ZZ 1 0 61 01 LI 91 , 91 VI CI ZI 11 01 6 IA-.-.1..--L'- 9 SI- 4 E Z I'��r� Im�nnlnl�IlntlilnluttlttttlttulnlLlllnlulllllulllllluulnulluilll11I1111�1111Iu11I1111�(�LIIIIIIIIIII!IIIIIIIIIIIIIIII!IIIcIII11I1111I1ll1I11LIIIIIItnSIIIaIIlUI11!IIIIIIIIIIlI11111111�IJlIIIlll;llh1111111111t1i111IlWW1aJJlllllllllUlII111I1llIIWlI1111IlIIlIIIIIIIWIllt1 MAY -.�.._.-+� ..•�rr..►•....w�•..r.,_.�.'� ...,•-rte. _.+�.+.--•.”. — 9 j 4 '.� 7 •9 t l I'S•• 15 •.T- 17 I I s I - - - - �• � 1 � --. I Id �. a � i l , i - } I ---- - - _ ► - ,q 1 2 1 \ { r ! ! T4 i I ,d„1 '�•� I I d�l(ro�� fx �4+ fi �..\. �_ f ^�_ 1 ''_ � _.` �e� I ` I . _ �, j '- � I _ I of D 1 T-1 � �♦ ►, , - r�. ._ •� o _ �� rod. � .�,,� _ . .. . — � _., - .. __ _ _ FD :� _ v r ti 1 `i •-' ?�'at � ,/+GE.� C �/ ee�`I /i�Ai-r 1 I + !►DX�C.�' �. w _. - - I / 270�1 4. 40 LX ,I 5 i ` I ( � .. 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I 2 3 4 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR THAN --�� THIS NOTICE, IT IS DUE TO Th QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI Vi rl ZI II 01 6 I9-.-.'. .LI. I9- SI--- ' b c2 I�'��� rll�nulun�uulnu�nnlnu�uululllu!1IIIIlII11111111II1U11111III11IlUI�IIII(1111�1:IIIIIII 1111111IIIIlIII!IIIIIIIIIIIIIIIIIIIIIIIIIII1tIlI111tJIIIIli Im11111It1111ifullIIduI1IlIIIIII�IIIIII�I111IIlllliLllllWllUW111liUllUll�UUli1111}Illllllllilll�lllIIIIIIIIIlI,I11I IWIIIH� AYM 29 ) 1990 1 _./ .{ • N$1L- 1 I 1 I 11 t I Z4 X —4 F. .7 a __ i...h '•r._ � i IQ� I - _� / I .(� I i. 17- IN 1 � \.�ti.I '.wr'�� ` 1 — _ ♦ .. _-.r ._ 1 ��� ` -1.. /' t I • I ' � :f I f- ' ' -� �' � �a.ST'�-:,�..r���•:3 _.. .- _•!c'"r_---:may 1 "� 1 � .+ ;...._ - I _-y 1 _ .j I ,� '`` T -Uri r � l♦ I ' I I 1 !C ! c I i �: f 4_,1,1 rr•p I I C�y 4 r -- :.,• _ -• �. _I f I + ' I f2 � �. .. 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SL TGENERA EO All cutting, patching, painting & runners by others All plumbing and drain lines by others A11 electrical by others except low voltage control wiring by this contractor Responsibility for verification cf structural requirement created by HVAC equipment rest with others Inw-elation: 1" thickness with min. density of lhll: per cub: c feet Entire HVAC installation, material and. equipmer•.t shall fully comply with 1983 state :MMC, NFPA 90 A and Chapter 53 of UMC �L .S R/ /� GNe_d0A>Q 1Vd SJ�r4G (15Y /`74CM) Thermostat to be auto-change over with sub-base on-auto- IVA/e- H a o off fan switch and heat-auto-cooling selector •(thermostat y,/��ME to be set at 650 for heating and 78' for cooling• Fan /N'S.l11-A T/On/ p I j. � switch to be in on position c:uring occupied hours). ,:�Oa�/,V,� 8Y � /�1G/J�/Ti',VG �CJIZ,A/, w/L/N? O71Y4RES ';; f K re-MDS L ZOUA/D 4Nr/K� ASI Heating & Air'Conditioning warrants all parts 'I .. JBL. G VE L and labor to be free from defects in materials and workmanship for a period of one year from' installation - R 0.08wNt3 The above warranty covers parts only after a period Of 90 days frac date of startup unless P�*r preventive maintenance has been performed every 90 days by-a qualified service technician. IW7-6. / -72', :DAT E s 86i4SI RSM I T H Hcatin &Alr Conditionin L 1 ORAW tNG NO 5 17555 S.W. 85th LAKE OSWEGO, OREGON 97034 (Boz) 684-8583 1 ~w t���t���I��t�I�III�I�I���IIII��III�IIIII�IIIII�I�III�II�II�IIIIIItI��1111111�I�I�IIlI�11�I�1I11��111I1�I�I�II11111�1II�I���I�111111111Jill1111111111111111I1ItI��11�I�l��llll�l���1�1�1���11 r P MW NOTE: IF THIS MICROFILMED - 1 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 THE ORIGINAL DRAWING. - - ----- ._ . OE dZ 92 Lz 92 SZ 1rZ EZ ZZ 12 oZ 61 91 L1 91 '•'.•-9i'•1'..'. bl El ZI II 0�1 � B 9 L 9 s r E z I����" 1 loll III tlluullullnnluuluulnulllll�ulllIIIII11111t1uI11N�Nll y111 ,�1) ltl!�1ii � �iulu�Iltl�ltll►HIu11u1Iu1t991 whIJ1It111"ttIllWin&19lulhlu11u1WW'„Siilia�u �Ia �ntluull1111tIli�tlWiUJiMIM"uhtul1011UUlu1 M AY 9 2 .,_ _ `__ter-ter ..'..may"--- .v ....__.. - .—.. ... .....r.n++•:F r.�._.�........_..__ .._ .....r.r - "_i oe.I_ • n Y•� u._.a ___... .., •s. �.+Yi4q/..-......�._.-..� _... ._._. +..rn_ �—,_ _ . -_�. :911�...W r-__li�� —.. .-� :._- • NI_ J• s l I -� F7 EDRAWUHM bNED -sx— oe� N1h5TtIL SITE FLAW / OIAW104 1"Pt y, / 061 .�1T� MAP / PROJECT DATA PHASE TWO 'PHASE: ONE A I !rA FHAyE Tr/O SITt PLAO / Ga-)C t��',4 _-.•- I/8" FauIJDAT14tJ PL�.►J / c� ra''�� —__-- --------- -- .. ` S 8702243"E 301. 24' A 3 F00-1`14q _s4.14LDUL_- / DETAIL WA-TILIA _-r__ _r _T- 1-- ! - �- --• --�-- - - - -- - - - -fi- A ¢ - - I/bf SEct4G6 U TAIL FKAM11JGi PL:'�N ------ --- __ _ i F�'rI►J61 DETAILS NORTH TO PORTLAND T01R.D FLOOD. FR.AMIWC, PLAID / i I I I i I I I A 5 P R-�►►�1 I tJC� D 6TA I L's -- - �� A 4a I/b'' RonF FR.AMIN� PLAN / �F^MI►4Ca _.... _. _ . I• Eel ` \ 'y I ,l; A -T f-VQAM1"4 DETAIL / ELtVATOIZ, GOiLE PtCTJON -t^iZ.Ut� A 8 I/8 FIE>EST Fi,001L PLAM4 ! (ZLSTRaOM 10TL-F-10L ELEVATIoWs i I I ! I � -1 --i~ �..__1 1 ; _ _ 1 \ NoRTF� ISBN SE:C.0Wa FLOOD. PLAN ---- ---- .- ---- — _ �� _� --- -- --_ z; �o V8 TN I E D FLOOR.. PLAID __ ----- - A I4 ,z i 1 IG61 " -- __ ____-- ------1 ,y ti ... _.. - Q A ( I _ (3) I/4 GDR PLAIJ�j _-- ---- -- ---- �� 1' `tn '9 I/8'I EXTERIOR ELLVA rIONS \Fcn \ O A 12 I/8'I R.WF PLAID / I/b'' 15UILDIlkl CF_66's SECTIOiJ7 / WALL 4.,ECTIOIf.Ic, HILLTOP ! ` A 13 I BUSINESS I/tp WALL gEGT1pIJg CENTER 17 VARNES I 217-BEAVERTON/ // \ a 15 - 1/6" DUILDIOC4 TRAtJs'✓EFC4ft St;GTlO►JS /� 'S/8'' STAIR 5;C.TIOhlS -JI STREET �- TI(3AR0 HWY. l ` �i-rAI¢. D6'7A1 LS ' 1 A j \1 - �,�!' / :+� ','r I!P I/2" lT�=`( 'v�/ALL. SEGTIOi�I -------.._-- - - - -- - ----- - - _ _ _._ , . �\ / A 17 FIRST I-LOO(. R�FLECTE-0 GEILIOCI F'LM4 ' r = k tpI; JD FLOOR 1ZEFLECfED cE1LINCf PLAN V I C I M A 18 0 0 5 G A LE: T141W FL0012- f2EFLEG7E� GEILIL1Ci PLAN I i - - �• \ , \ ., \ / ..\ C,:-Aft •N� ivlu✓ , ✓�i�`JV I/ rte", , �G, �U 12E�4O �1.Wr Go+e,��l.l. - , _— _ r � i /• / �. fes'" \ l�� Voe , WA olep PotzT i_,4 , o�zE�to� � 7,�J lox � , SAWN LUMBER: Sawn lumber shall conform to "West Coast Lumber Inspection Bureau Grading and _. �ess�ng�ules", latest edition. Lumber Grades shall be as below: Member S ecies Grade Fb(psi ) W i(� \�`-- I � All Stt:ds and Blocking Hem Fir Construction 825 Os I � RAGK / ` --� , Floor joists Hem Fir #2 1150 (Repetitive) O � _ __._ "i Roof Joists Hem Fir #2 1150 (Repetitive) r _ _ ' r \ I Wall Plates Doug Fir #2 1250 s °C\J ___ ._ S90 I All nails called out on the drawings are common wire nails, unless noted otherwise. All t 0 , I framing shall conform to the Uniform Building Code, 1982 edition. All nailing not called Z j - ---- 'l / / D 006 , out on Lhla drawings shall conform to UBC Table 25-P. D 4 J _ -- - - -----»---- — ,---T------ i < PLYWOOD: Plywood panels shall meet the requirements of the latest edition of "U.S. Product �?----r----i-- I ♦ X09 rn Sir�iFd PS-1 for Softwood Plywood". Each piece shall bear the AAA grade trademark of the . 011 Ala ican Plywood Association. Plywood shall be as shown balow; ' � i i I ( ! � i � � � I ! � I i � tt�ui►- tl0 � � � - I , � Y� yw �EYTizUDb� 60LJC. GUItb Use T i n ss Grade IrZde - - --- CA Roof 3/4 Struct II 48/24 N N Floors 3/4 Struct II 48/24 i i I 3 „ Nailing unless noted otherwise: 10d @ 6 " O.C. at panel edges. (root') (floors)o o r s) O lOd @ 4 O.C.0,C, a t panel edges. �., c* 10d @ 10" O.C. at panel interior. (floors) ° ' " ' 10d @ 12" O.C. at penel interior, (roof) v N 87 28 01 1N 607. 13 Floor plywood to be glue-nailed. a GLU�IAMI T D MEMBERS: Glued laminated members shall be fabricated in conformance with � M PHASE TWO PHA 1 E ONE I S. Pr�c`t tan' ai�a_rd PS 56-73, for structural glued laminated timber. All members shall �.. i be fabricated of industrial grade Douglas Fir in accordance with American Institute of ... Timber Construction (AeI.T,C, ) specifications, using water resistant glue throughout. Each ss member shall bear an A. L,T•-,C. identification mark and be accompanied by an A. I .T.C. certifi- 1_ j MASTER S I T E PLAN Gate of conformance. -0-ne coat of end sealer steal ! be appl ied immediately after trimuing in either shop or field. Shop drawings shall be submitted for review by the Architect prior SCALE I " = 30.0' '—REINFORCING. - - to fabrication, Beams shall be: REINFORCING. STE Unless otherwise noted, all reirforcl steel shall be deformed bars in �IslC;ordanae vA STM specification A615, Grade 60 c,f the sizes shown on the drawings, Beam Depth Combination F si ) F_vjpsi� E ksi Relnforsing steeli, shall be securely tied in place i4ith 416 double annealed iron wire. Bars shell be delallpd in accordance with the "A.C. I. Manua of Standard Practice for Detailing All 24F-V4 2400 165 1600 - - Rainfor*W Co rete Structures atest edition, �}c 1 * Detail drawings shall be prepared and � Do 1-1�^•*' CaMi�.,z �-�cr� I�t�a) PROJECT DATA GENERAL NOTES submitted 4W the Architest far review, prior to Fabrication. A minimum lap for all bars RUS-JOISTS: Shall be as manufactured by he Trus-Joist Corporation. Shop drawings shall N shall be 30 diameters. be' re4a by the Architect prior to fabrication. Shop drawings shall bear the seal ind signature of an Oregon State Registered Professional Engineer. 1 5rT �R•.= ?.�:� �G��� - . REINFORCING ST E P&TECT100UJ CONCRETE: The selection of materials for, and th rofxing and pia n of all concrete shall , ' SOILS: All footings shall be cast on undisturbed firm natural soil , free of organic maters 1� a Z0f• Ip - „ „ c g , U Pro cF oting excavation shall be free of loose soild, sloughs, debris and free w er at all time .0 tV I 'ti G z conform to the requirements of the Un4fpprm Budlding Code 1982 ed�i�Jlon, Proportions of I -� -� � in edients for 6 nerals shall be tsi>!ab)f+lshed by the ari�teria of Seatl�lea Itwa%c)2 tdl ugh , Slab and Wal~] yrs: Interior feces. p 2604(c)2D, Materials shail be proportioned to produce a dense, workable P t. bihitllh �$n be •s► • SHO�INGS: If' fabricator's shop drawings differ in design or add to the design of the (� �1 strut u el drawings, they shall bear the seal and signature of an Oregon State Registered c>r ��J 1 ` placed without segregation or excess-tree surface water. Water gement rgof tnr vletr'<ouf h. verified b Exposed 1ze Weather Professional Engineer, Said seal and signature to be affixed prior to submission of shop Cf) concrete strengths f c) shall be as shown beloww Concrete strengths sf�a)�,, !r or Earth.. ,� j , #x" (06 and lara_er) , drawings for review by Architect. General Contractor shall review and approve shop Z w �t�f.7 '?' Ja �- �r! standard 28-day cyl:�nder. tests. 1.1J " (#5 and smaller) drawings before submittal to Architect. Q a j , I (`xi= A-2 'lax. Gallons of Mlt►e. Sacks of " -- - - �_._.__...� . _ U Footing Bar 3 DESIGN LOADS: In addition to the dead loads, the following live loads are used for design. Ck Q f'c fc Water Per Seek Cotten@ Per Y'ar+d s'" « • , p W of C t,.�l°. �-..- 5tratct6ra1 steel shall be Ata�T,M, A- , fY�w )6,000 psi, Structural � Roof 25 PSF � 2000 900 7-is 5-11t't Slabs on grade, 3 std .1, We A500, Grade B, fy �+ 46,000 ps If1gt+, filbr��_4action aAd ereslaen w- Floors 50 PSF 1 tN s al 4#11pwlsldlot� ehr 1►E .y� eeeordaneta t tla}e latest edition of thea S &. S fleatien far the Desi' Wind 80 MPH ex . 'G� w ./ �i >r p P wequ ed f fab' ation &Ad Er��leA'af 5.1trutturxl Steel for BulldtW , *1�1 bolts shall conform to Assumed Soil Pressure 9000 PSF C 1pa latest A,S.T.M.�pegifleation for A307. All welding Rfo�11t,. the A,W,S. codes Stairs 100 PSF a K pa ,,., ,,� .. , �� 2�� 1'yl5o G �;� Four% lt[�ons er are and gas wel ng in bu4.l�i�rtg construction. All � s 1 be 3` 6" minimum un- a OSS dtherwit noWl., Wealding �es:trodes shall be f70Xx es for manual shielded Earthquake design based upon UBC Zone 2: K = 1. '3 CS - 0. 14. Earthquake loads The use of calcium chloride shall bg 1"1tr111W to s+tapt► of 1 X `y r�gbti Of %eta It. IMIR t -&rq %9 or equal *Ieetrode for. other weld ' .ylil4 Wielded -joints shall � resisted by shear wall's.' ' 21 air entraining agent„ eonformAng to U,64. Stand& 2G-9, shall be usOd #s all eoftre%e ion S. poequaliMed JOfnt details fof l�Lid6d �s�tt Shap d ings , + �.. ( ' � � I�� � �►�� mixss for work whioh is exposed to earth or weatlher,,. The amount of enimined air shall be �a�, 1lt+I�i to the ArOt"t for renew prior to f'�bA.eatio►� All welding %hall A41 construction shall conform to the requirements of the Uniform Building Code, 1982 5% - 1% by viblume. X11 prErtfo�al '. s Caroted WQder �_ edil of a. rpt � n➢ m r o D D �' ��� �� low y� shoot dssoriptlon job A ►� ,'"�` revised ' MASTER SITE PLAN I" _ 'SO.a no. i D t PROJECT DATA 15 GENERAL NOTES DRAWING INDEX c!',l t:'lt._ VICINITY MAP BELLINVUE, WASHINGTON 88005 • R06=4131555 d38 . � 1 1 r t - � � yam« i111111�It11r'IIIII11111I1�atI11111111tI11lI1111lItIIilllilllll�tllllitl111�1II�111I1I1I1i111Il11IIIIIIIIIIIIIIIIIIIIIIIIitIIIIaII111IlIII111II111111IlIIIIIIIlIIt1111IlIIIIIIIfIII1lflflllllflf 'y ' j ` 1 2 3 4 5 6 7!! 8 9 10 ' NOTE; I F THIS MICROFILMED � .... DRAWING IS LESS CLEAR THAN -----� THIS NOTICE, IT IS DUE TO THE QUALITY Of TlE OR'GINAI- ' DRAWING. Oc t52 92 12 92 S2 b2 E2 Z2 1 02 61 91 LI - 01 !1 Of EI 71 II 01 6 —9 l 9 S b E �2 1 �tIIIInInIlI11uIIInIIUllfrill!!ulnlllntt111111ttu1111111U11tuN1oul11�III1bIlIIInIIIIII lI1111IIIIlIIIJI111lII!IIIIIIIIIIIIIIIIIIIli�t1111111!Iltllltttl�Illllllllll!ilIUU11111I111111111)i111111111111111U11111U'lWlllilillLl�l iilj:,-IiuJijii iii6iiiiiil1111IlUiliwli111 MAY 29 0 1 � 9 I GENERAL NOTES (cola i n .jed from A-1 ) CONCRETE MASONRY UNIT WALLS ;hall be conjtru(:ted of grade N units conforming to ASTM C90-71, shall be laid up in .running kx.,n,J ,icing, type "S" mortar I and shall rye reinforced and incnored ds shown )n tree drawings. Where specific reinforcement is nor. snows, Nrcvide #5 1 4�" o. vertical Z14'_011 k 1-0GATiO0 OF J01QT A(C_ES� and 2 - #4 @ 48" o.c. horizontal. Provide 8" bond begins with 2 • DR-I1%/L - P� ASE -r*./o top and bottom continuous over all openings :,nd at t :.r: wails. tend bars 2'-o" minimum beyond edye of cpenings. Add 1 - s-; vertical each side of openings, at wall corners aid intersections and :;t free ends of wa113. Design f'm = 1,350 PSI. All vertical bars and ether err,bedded items shall S 870 22 ' 43" E501 . 24' be grouted solid in cells. Grout used for filling cells and bond beams .. shall conform to U.B.C. requirements and shall attain a ininiinum compressive strength of 2,000 PSI. W-01 PRAMTNG details not shown otherwise shall be constructed to the minimum of the Uniform Building Code. Minimum n,Ailin , unless otherwise ►n nc-)ted, shall cjriform to table 25-P of the Uniform Building Code. Igo'-OM 10 �'AG� �°' -� = 85 - q TA►•1 Rp PAGE ')'� '' = y0' O''ICOMP-M—T I # ALL WOOD PLATES AND BLC.X-'KiNG in direct contact with concrete shall be pressure treated with an approved preservative. Provide• 2 layers of asphalt impreg- rated building paper between untreated wood and concrete. d I I:DI-,E of rAvr.�-1 �r N — I'NASE 0QF_ NOTATIONS ON DRAWINGS relating to framing clips, joist hangers and other - --- connecting devices refer to catalog numbers of connectors manufactured by 0 Simpson Strong-Tie Company, San Leandro, California. Equivalent devices SE(Z�/Ic6 AND , y y provided they have ICBG approval N b c:,..her manufacturers may be s,Ibsr-ituked, LoAPIiJC, AREA 'o for equal load capacities. N I �' e1 12'•0'' IKi1 O" V ��— I IOILo (I ISTD, SPAL S �a CONTRACT :,R shall provide temporary bracing for the structure and structural (� P puMpY,TE�,g �j components until all final )raiections have been completed in accordance with 5' ( I ( N the plans. IP � 0 \1 CON ['OR shall be responsible for all required saftey precautions and the to go - ---- -netpods, techniques, sequences or procedures required to perform his work. Ul + — r �', CONTRACTOR initiated changes g shall be submitted in writing to thE. architect a -_�-_--1 W p N - -' and structural engineer for approval prior to fabrication or- construction. Changes shown on shop drawings only will not satisfy this requirement. _- Q1 p r 0 DRAWINGS INDICATE G^NERhL AND TYPICAL DETAILS OF CONSTRUCTION. Where p vl e �. conditions are not s%x:,.ifically indicated, but are of similar character to details shown, similar details of construction shall be used. Subiect to J (1j S �� \ review and approval by the architect and structural engineer. U --b - ALL STRUCTURAL SYSTEMS which are to be composed of components to be field erected shall be su LU � � ♦ /' � pet:vised by the supplier during manufacturing, delivery, handling, storage and erection in accordance with instructions prepared by d = �►A / the supplier. N � � IJ 0 , t b FS — M0LED0NCM 9ZO�C 0 U zk i IV �►N i' CODE U►�I FSM X01�D1IJ6 Co;;7 I1 i02 5DrC>Q N -- W i - �► I \�RAGK c i TYPE o,- GoNy1' tJ�-rla�! �•• o+�E- t-Io�l� W/��! A�roIG C4 1P Ue*c �Ec . 5,5 1ti4 Liao 01 L �- a Oce u pA1JGY T�(Q 5 �. � sAMP PLANTER. --� - r'h � GOIJGP.ETE WALK�i � ,/ \� -' u -- C♦ - - - '?o fAL L-O WA�I,E rLa?z 'A f , �� , coo �= PLANTfr0 � b �� �1X I NI Lj M 0. r��,c� �• M u t,T 1 09 1,6 g� I V_AG K _ 5 IBI'-W (OAP-ALL &LP4•), - I 6 1 f 5CALDULE qn caALVAQ1ZED , NOT DIPPED, - T BLDG. C O S/ / b c (GIEpI{zAc-IL KIODELL 4 1zb 5 G w/IT9 — 0 ,E 3c� 1•Ic• -4- At{�- GA�fggrt" .. 7-41J.11 LA 12'-0� � I 5' 13 ST0. SPAci @ #-0' 117'-0 61 12 D. � Ac '-oe s I II fi--- --� P S 9 108- g / 4-4 --- - t xTK��En COIIGItE.TE cuK65 (Typ.) E:D4E of PAVt,4t dT - �J -- - - F 1?A 17 I W.1 F I Re ,4�11�'IA/O �' 1•d, rj2'Q.D r�P � 2'- 117/b" � I is 00 11/o,-dM 10 4iTD, SPAL �i 91'00 = O' O ' ' u �� I I ( �f n s, - - i C'' 19 5 10 5 D. - PAGES 19-0 0 5 i 10 5 D, PAGE 9-0" 90 - "1 (BOC U 9= [M ��Q Lftl ol M M 1 SCALE 3/4 • 11'- 0 "o N 870 28' 01" \V 607 . 13 ' Sol .. FD L SCALE 1" s 2 0,d' KI o n IMP VM oBUILDI issued ,v v� sheet descriptionMNG CM Mrs � 1 I _o revised SITE PLAN PHASE T ASI t. 16? �>�o TWO ' • � ;�., 1 A P R O F E S S I O N A L C O F7 P U R A T 1 O N 2281 116TH 1V.E PO BOX 1927 BE_L.L_EVUE, WA 9BOO9 12061 455-5236 TI GARD OREGON ROBINSON f DEVELOPMENT C0MPAN%Yr 85- 12 - ..wnwwrt. m»- _ .F. '� - .._.—.. --..-.- .. +.. • +W +Ik - .. 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C_A-�11.IC.1 15 IW1;irALLLV , A — 24" $-- L4" ►OLE lu PIT rLOO(L SHALL � I �� �I141s P90\/ID6P I I - StE S�aP pR.^v�/II.ICtS FOIL �FsLL Noll � --}! � I c,A�i11�JC1 KEGt'N1T4 ` -. 7, to ELEVATOR SHAFT SCALE 3/8°= I� - Oo, BUILDING ;: I I ! v is uecdl sheet description �j p I revised ELEVATOR SHAFT SECTION 0 �1 . � rt J � � L. -� � _� � D C�L��O G� Q M � 0 G� L� � � � [ [� `� C� G� I A P A O F I O N A L CORPORATION R P O R A T I O N E s S TIGARD OREGON 2261 - 116TH N.E PO.BOX 1927 BELL.EVUE,WA 96009 12061455-5236 ROBINSON DEVELOPMENT COMPANY 85-I2 1 .. ; ' 1 I ( I I III 111 I I(I ( i I l I I III ! I III I I III 1 1 III I I l I l I I I I•I I I III I I III I I III I I,1 I III III III I I III I I III I L I I► I I III 11 I I I 1 I I 1 1 1 LI..I. 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I VIA LL, "r I ii ( A I I ) 1-oil IF I - ALAg.(J1 (I r`9, Ay' ) A�JTI GEz ICU — -71 i �' _ - �U7'��F- '�l/ I I+►e LA�_ry �t.11 cF N< 5 I —ELEV- LjN WOMEN i5 STAIR 2 F _I N _ - - EL. EQ. TEL ELEC SPR �'J° I I I S I II _ MEOH MEOM _ - - It + 3, ,r _ _ D CORRIDOR STAIR ;111 news o wml0aKwas•� mrmmr�rr�m mni>trnrmrrrirrgrmmTTMBBtr jl -ALL ex\,-' '301 3°70 0 o Gr,N To U3'X 7j'>Iq- _� i I -�i Ji I C?// A.*W7Ar.V j/0 N S /AI 1 ,i0 uK CO,e,01oQQS S-, 4 // j AAOv � M*rr•. I�ZAV60) OFFICE SPACE �I i i 2'3 6 �iCa1e erra 3 y �,2 C� AOAP W �"_5 ee.a,y/yiv ;- - -� ! i w vim �,�r- 0 �, ��y F 4,�p moo. E - — -- C ij 0 I I Ore, �r'rl�� �� To � 1 O � V o A F��� A lr,'o rte•�1 c. �e� J k.��z _ t , � I �r• Af ,SL-'. - j — / , y I I I I r 1 I II I I 1 1, GG I 1 I II �7 '- II �� I I ' 01 II yl'Q _.—_—I!_ -II 1 -_...__._Q II ---- /�� 1 � pl' 1op �O - - _ CSI lA l-O t0-O I' 201-c7 y 00 Loll �,pl-SII ��I_ ------- 2 ._._.. . f+r -�1----- -- �' I 1O �'� - ISI_'- �•" _ _ _ ---__ ..--- -- -------_ _ I 2 3 4 5 6 e 10 12 1.4 16 A i3 VHEL= PCNA ---- SCALE 1/911= I1 - 011 15,025 SQ. FT. 21p it S�,t�4a - - - -- �l- �M✓nlr C'I C/�i 13•FSG atl��• — - - - I '�2"I �� - i II = i (pu►1T1=� I --- .��������������.I ��t,joT��J 2X(y ✓11r' , (? 2 I' O,G. I - lA F� �avt�e 211, P I ��- � ` �/� s�v eJ�rr�t4 / E.+I, r...r►ys — Nw I u --�f� x' G�uV P A, �' • ( I-+t . AjE Pel lei.-Y j e TA t r F,Ir l h►�I g x n i i 2 4 r?r'�� I (0 O,G. �r�J urs w p ''� �� 4,1 � 4� s I ice ' �.-VI/AI,1, 4. r T M u rE Lamed s F 10w , Eco w/ � c i o�-� U rJ L�> _-- — 1 '4 c'A;I/C i �� � �•%� � roE 5� CrrJ-Ie"L1N1v� , V 1:/4.r t,F,ewrro�'.. than one (1) approved fire extinguisher ..� �'ET�( `�_ g 3 2 with lrating of riot less than -A: 10-3:C shall be -a e provided for each 6,000 square feet of. floor_ area O �1 re��— /� �n or fraction th_�reuf. The travel distance to an y l� �Lr—�1� 0� U V extinguisher from any portion of the br,ilding shall not ?xceed 75 feet. UFC Standard 10-1 PUBLIC TOILET ROOMS - TYPICAL ALL LEVELS SCALE %41i- I1 - 0" ❑ � o �- BUILDING c� �► (lr� f T U is ed 2 sheet desor;pti:ion J U l 0 I �— �" � I eo J VJ vis A ` revised�d FIRST LEVEL FLOOR PLAN Xa9� �c DP c-1 aMrs MIR ZWHY � r ,�I Imo , I�B� TOILET ROOMS - INTERIOR ELEVATIONS A P R O F E S S O NA L CORPORATION TIGAFtD OREGON 2261 116TH N.E P.O BOX 1927 BELI_EVUE, WA 980CJ 3 (2061455-5236 ROBINSON DEV OPMENT COMPANY A s, t11d 85-12 �,.....+...,w.•.w..-- _ • •:. .,•... >lFRPT/ .f1PRJ�7al'tAip.C. '. ` rY �'- ' ' "M'�'' r .V41AM4 .:4'IMW1Rfb1!'4 RMwra,. -•,4, •'rlr.?Xpi�A - �* y� " y { .q�_Anrr.;'1 � �. . � 11111111111''sI1I111I111I1�1�111 111111111111111 1111111 1111111 1111f11 1111111 1111t1t►1111111 1111111 1111111 I;Illl) I�11111 1111111 1;11111 1111111 1111111 tll 111 III III III Ilr Itl 111 r ._ _.. .. .. _ . „ •,,,�.- � _ NOTF: IF THIS MICROFILMED 1 2 3 4 S 6 7 8 9 10 11 12 i DRAWING IS LESS CLEAR THAN -- " ----- . THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING• OE 6z 8z �� 92 Sz bz Cz zz IF 02 FI 8S LI 91 .SII of EI zl 11 01 6 9 ' ----tl- -'- I9 S b fe-- z 131.11*' ' ,IIIIIIIIIIIIIII11111UIIuuluul1111I1111l1111111111!IIIIIIIIIIIIIIIIIIIIIII�IUIIIUI�.INIIII111111LU1111171111!1111t1I111tI11t11111tI1t111111t11111li1)!IIi1tllttllltllllWlill���111IIILlIII111lIII�WlI1111iulWlwWlillllJUtWIll�1111�1U1)lllllillltlllllllUI1111IIllIIIWl1111��� , i MAY - . I. 499 1000 A I 3 4 5 � X13 � II � 13 � 15 I�I � III 20-011 _�. 1 - �o d Io o `a' 1�4'-4' S-a' (py¢" Ia _ I I II �_o ley-0. �yy� X r-oil I4' -4 fi=n lo'- o ' oil AIlO j 7 10 r --j _ r — II - _O I n- ---- A ----------- , B _ nn n u -- n --- _ - -- -- —- - y �0. f"� LAW N � /41160r* C . ` r ' C T tip W1 r1�i <,, ) -� a ��`�' , �E ��°L'*�fz W1 I -NF- ADEM. Q I a� �H LOBBY A 01\A7 v MEN j WOMEN ��-- I �-�,�11� _ � � s ��' / - s� �.1 _�I , , t�t ,1;STAIR 2 �Irl = I _ SUPPORT TEL ELEC SPR MECH NE6H S fA r T - [^ - S.N Y� I WIRE cal,. W/ 4�°1 / _l 3,7 - 3 TA I R 1 M rL, 1~ 6y OIC ��/, (�}.PI-« CORRIDOR I anssnnnnnn� nnnnrunlnunlisle uranr -1 rrrrrrrsrrrrrrrrrrrrresrrrrrrrrrrsrrrs rrrrrrrrrrrrrrrrsrsr sr M u nnnnus}� hnnrnnnun�ssrnnnnT � AL,4i, P,(;r hlU�y �4Lli (�r.l�?12N1 � I -ro LA 2, 114 I I t o = 1 "'(P o 1drilA P wlF29r i � 64Aow, MeTi-Al- F-�4mMg) I i OFFICE SPACE ! -- I I l i � _ � i (_ ",�.1 G l,U l�1�1Gi Gd�GEA► l.�v :�AG� A�E G I-C�.� a I 0 1 I �,orJ � Aor T� � T o, I I ->v F i RE t,-lEer. A JVAI., i � I I � I z _ lip10, 10 Io1"o'IOt' 2o'-O'' ��dl 201-OI' 24' CO%21' `G! ��64 I 2 3� (4 ) 5 6 14 (163 1 1 mmcMmo LEVEL - iSCALE 1/8" = 1 - O" 14,TT5 SO. FT. i srrrrssnrsrrss pEl�loT � 2X60 *r7l)V,0 6` 24 it QG, W/ ! —[AYef-- T 'Gwe�, ria C755 t`lo : au. To I 20 M 11.1 u r.� Lh;f,'� AFM�I�� wr 6 L.0K:nf& u►J LC-� fJot ,7TH E5fz-vvl lope Not less than one (1 ) approved fire extinguisher with rating of not less than 2-A: 10-B:C shall be provided for each 6,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any lxartion of the b y not exceed 75 feet. UFC Standard 10-1 1 . A#r m� o —. issue 9Bln sheet description '' 0 o C C� I �� � , ,.� �-evlsed SECOND LEVEL FLOOR PIAN A P R o F E s S 1 0 N A L C o R P 0 A a T 1 o N T IGARD OREGON +►'' A 2281 - 116TH N.E. • P.O.BOX 1927 • BELLCVUE, WA 9BOOg (2061 455-5236 I . ROBINSON DEVELOPMENT COMPANY 85 - 12 1011 � ... .. a.. ...ewn.�nn+rlRu eo-.avro..n ,•. vux,J.nsc �.+ > h. ^7Y/.A+�naawrwv..urraamrw,..4m._..0-.. - e..aa�u._ , .. .. ,. n�.. _nµ..........a..,...pnl 0' fWe wM1 .,. :�swMr+ !T• _ -._._ r � _ � � i1 I I ► t I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1�1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 `� r. .�,"� '•" `� �- � 1 1 1 I Lil III h J I III III I I I I I I I I I I I I I I I I I I I 1 I I I I i 1 1 1 1 1 1 1 1 " III 1 1 1 1 1 1 ► 1 1 1 1 1 ,�•. �' :' --�a-�----�_.._ __...... . ., 1� I I I I I I I � I I NOTE: 1F THIS MICROFILMED - I 2 _ 3-„ 4 5 6 7 8 9 I0 I1 12 DRAWING IS LESS CLEAR THAN -�— -----`. THIS NOTICE, IT 1S DUE TO *1 A THE QUALITY OF THE ORIGINAL DRAWING. - -- — - -- ----- OE 6e 82 LZ 9? SZ bZ EZ Z7 IZ OZ 61 BI LI 91 51 fl EI 71 II CI 6 --'-.-.f6--..' [1---.1----19 S b E 2 1"■�"' ' `` II �1><111IIIIIIIII!)IIUIIIIIIIIIIlII111IIlUIN1�J1111111!IIIIIIIt11IIIIlIIIl1I1111IIIIlIII11IIIIlI1111JI111IlJllllillillltllllltllllill1111111�I1�Illlllllllilll�lll)UI1111IIIUI1WI1111 • �11111111hi11I111111111111111111111Ill 1111111111tI111I1111Illllll11111IIIIINI�IIIIIIIIJ�IIW�111111111 29 Q MAY ._. 199 iI i 3 4 (5 7 �t3 9 I I 13 15 ,p _`� 20 '-©" I --- --- - --- AS Of t� I"I -q, - - --- ------ - it of " I 101-011 I G I-Chu S u I a1�. u I n � - - - +Ilo A JAr 1 � I 0! % I l B � o ❑ d 1 - I ❑ ❑ ❑ ❑ --- _---- - -- _ a� f rf!, 01- a° 79 ;ZnM1�,1 WALL, "("YIvet;i C Ar I I � 4 — I GLG�J1 f VICE 2 �IAG��� I j w - - I --- ----- ----- - -- .�..-.-.-.-.-.� �,l 1► ---- - -- - - .—.—.— _ NN C i-NR AEA �-Y W/ I ; c'� �� ���° I-�I� • A� i >41r7 1 LOBBY ELEV MFN .► WOMEN _��.. r �-� j r., 7 µ r\ = STAIR I o J .n J SUP W TEL ELEC SPR - C13 D D)— STAIR I ' ►�rl.. y D� Iz�u11�, ,� CORRIDOR L t q�LL �cl t'' �y Go►�F `' 11 oil I 111111 Igloo I I googol Nigel#I I 1 11111121 D�������������������� � 1 ► I \ 3°7 � W � of _ I { ��• lee-L-IUHT -OI��II I er;i WIC OFFICE SPACE G- _I Q w:r0 W/m n-. f="Os 1 I - t 0 � I � E I I 4 t r�GI,UDI�-6 6or465AL,6;7 Vr::04�5C- G LCA, I '� t W/ AoV(10 r�D AuTTI G met�I kLF�e. LP t aF __ _ }-- - --- - - ---- Y----- _- _ --- ___ _- _ Ir---_--�� g. k F --- 14 iy, p11 14/ 01 I y�,o,l �' I, �h �I ��OI-OIC � al— - roll - ��ZII f� � r�O (at , IIS c Pr, I ( 2 3 4 5 6 8 10 12 14 16 LCL U U-�S l�J L[a V [a R= SCALE 1/8 = 1' - 0 '— 15 , 700 SO. FT. i 1VT_0P!�P G. PI VI t21*D -A" Te? M- 1E,00�r '7Ar 4 i j,6W 10T-1E - A L,� 0�ltr-, 20 M 10 uTt-, I-%I;p O'r�E�►NI�. Not less than one (1) approved fire extinguisher with rating of not less than 2-A: 10-B:C shall be provided for each 6,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UK Standard 10-1 , s ❑ _ 1 to p BUILDING CCS isquud sheet description UU l` , ( revised Zoo , THIRD LEVEL FLOOR PLAN P � � VNaNWI � (MEN7 Q r. A P R O F r- ,r-, 1 O N A L C O R P O R A T 1 O N TIGARD OREGON 2281 - 116TH N.E • PO.EIOX 1927 • BELLEVUE, WA 98009 • (206)455-5236r ` ROE3INSON DEVEL-OPMENT CQMPA,NY ��� I - ' ��� ' ' �! 85- 12 I _.._--._ _ _ -..__.—_..............-.-.— ........r..':.--�;.a+»�^----•."' '+_+...._..+.il�'-- •.� ..-_.... °M+•w:. ,.,......,.+.ww...—..«.w.n.+r+.,hir,."ww,m+.+. wwrr.,a.,«w...'Ap...rN°M+. _..,n..a±..�ll�rwwv.v .. ... ....._. .M.-..rvll� ,.e+w..,-.o_...,.+........-«....:....,,.w i ..,..........-,. ..... _.,. a .. - ��" VIII { II Illlln-III11111IIIIIIIIIIIIIIIIII � II11111 � 1111 + 11 � 'I11111I111111 + III ( 111 .IIIII1111111I + 1 NOTE; I F THIS MICROFILMED I 2 3 4 , —_ 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN t THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6i 82 a 92 SZ t,2 E2 22 12 02 61 91 LI 91 21 b1 EI 21 II Of 6 -IB- 1 L .19.-••1-. s b E 2 131111L 4 �►U�nulnu{uuluu{nulnu{Illllnn{u1111111IIIIlIIIIlI111�I1111I4N1�U1I111��IHI1111IILN�lliullll{II!1IIIIIIIIIJIIIIIIIIIIIIIIII)I�riI111I1111�IIt1I1tt1hlli{IlUlilll{IIIIIIIIIIIIIIIUU{!I!!�Illl�l(11111111ll,llJlll{11LUUuWUIllllIIWIIIULIII�I.IllUlllllllllllllUIIIII .` j MAY 29 ' ) 1990 - a -- 20 -O I - - - 20'-01' " P kWo I M I L-A fz A-t'� A l� @ V�4 L 0 �I011 GWA U, . TA10. r awe ' � ' �11G �I. � ' irk`✓UI/. gAIN -- -- _ ASE - _ A V - N`- C ----- �- -- - - - T t° -TONS ,,P Tom. ELEV. N G r "461 rV Im Lk _ __ s �►- I 1 I _-_ -- I i - p v MENUJAN r WOM -- _ --- - -- ---- - O �0 nuuuumn - - - _ `� STAIR 2 I I I i Li I 1i11 Q -4 -I N I ITHFIN FIRST LEVEL CORE PLAN - - ! ELF V. EQUIP. �IIE�1#'" -� MEC H "'`P r P a O �, - '� TEL . ELEC . g 'ItCl n � 41 _ �I a '� 3 -I : , •k - -- - — —. p . STAIR rel U vvS -� a eoLr�ev) _- ._ _ .__- . ..__.------ - - - - � 8------ - - - - --_. _� '8-- -- I �- o _ �►-�#- �•4 ►�-� _ 2-$ --�-�'--- -'�- � i � � ��w� O►�� yid ur���i r��TED, a•6, VJ 515A" 6vvto., 8 Or�E L_14, � �R . °� 0 �'U<7y (0'1 O-G. 1Al/ !/g I I ,� � v OIC E A ,&C — t , --- O —+ -- = i I -Z MEN JAN �� WOMEN - -_'_ I I I --, I LOBBY + ELEV I I - - — I - — ru"j, - - -___ I I I I I I I STAI R 2 I ► i I SECOND LEVEL CORE PLAN LS✓El. G�� �I.A�I 4-4gC- Ah �_- -- � - --- � I �; �I moi' 1--�►/E L. �x��' A6 �oN/�•l, - - -- I MECH MECH SUPPORT TEL . ELEC. SPR . -- - 4_ 7=-`-= - - STAIR _ _ � , Lp� ,�,.�•a-- I� - •It s u w . Shill Cn� err^ fb Sec, �"� St� �• V. $ • C • -- — — — — -� r --- r 1 n o POW MEN O JAN � WOMEN -- r-=. --- - - - - I LOBBY 'ELEV 1 1 1 1 1 1 ► I• A�� , _ - -- - _ � 2 STAIR - _ - - - - ` '' THIRD LEVEL CORE PLAN �I Imo- �veL ex��- A� `o}°WN, -- - ME C H SUPPORT -� TEL . ELEC . SPR . - - ---� i STAIR I ALL THREE LEVELS SCALE 1/411 ■ II - 4'1 (TYPICAL.) 5 6 8 10 12 � \ o BUILDING ilssved sheet description 0 IM 2(v 1°18(vtr .. EMU ��C 0 P O U O M CNANOTra , , re�11 d CORE PLANS ALL LEVELS Fa. r A P R O F E S S IONA L C: O R P O R A T ION TIGARD �'),AE: SON 2261 - 116TH N.E. P.O.BOX 1927 BELLEVUE, WA 98009 (206)455-5236 ROBINSON DEVE1.n.C,�PMFENT COMPANY --- 85-12 ..,,.. .. _,.._ ..1...«,-www► ...........a .....-,...—++•nw•r+1!.►l.!#+ww._"*w'"'.,.-w.r,...>+•nwrva+am»rrvwg..._.+. -:v. ,. ,.., .... ... .:.aw.M..,r..n,.r..n:o...,w-..-,...,.... ,arn.w..,.„..,..,.m.,n..M,,..,.,.....+w -1-�wan:..myn .MiMwwwr ......... .....Tyne. . _ ...tnr.+ .,.e, 1 1 1 I I I I III III III III III III I I III III III I I 1 1 1 1 1 1 1 1 III I I I I I I 1 1 1 l ` ` s 1 � 1111 I� III III' III -II 1 1 III 1 1111 1 1 111 ! I III I i III 1 I ill I I III 11111 I l III 11111 1 I i I I 1 111 11111 1 I t11 III II111 ! III IIt III 11 Ili tI1111111I1111111 ,e`, .. _ N)TE: IF THIS MICROFILMED _ — 2 3 4 5 6 7 8 S Ito I I 12 DRAWING IS LESS CLEAR THAN _ — ---- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _..-.-- OE 6z 92 L 9z %z ez E zz I 0z 611 eI tl sl SI fl EI zl 11 0l G I9-.•.1-.--LL.-.'.-..I9-- S1 b Ie- z tD1•A'” I►n11111111Ill 11!1 11 it III11un1In1Ill 11111 11111I111111111INIlIUNiIN111UII)11l�INIIIIII1111 11111111II1!IIIIIIIIII)IIIIIIIIIIIIIIIII►III1111�111►III,UIIt11IIIIlIIIUIIIILIIIIlI1111II111IIIIlI1111III1�Ulltllillliilt111111111111ll�llU�ilIIIIIIIU�llllllllllll11I111)IIIIIIIWIIIH�1' M r . AY .__ 2 � o _ __rw.. i .. `4 �14 16 P - I G I Ci ROOF --- - -- - - _ - - - - - -- . - R11560N 41-A" 3rd LEVEL 2nd LEVEL i st LEVEL -- - -- - -r SOUTH ELEVATION I _ iNGJL) -<'4"rl C�f� CIN I�j�' lf�Gj. ?R' - - _ 55 GuR.TAIrJ \A/ALL I Ore , U. - , Mme+ C N I - — -- — —— — -t- -- -4 — + i WEST ELEVATION . Ir211 A��7I � `.bl�rC� IZ•� ��/�n 6�r � �I�r' G�' �1, o� �(�,IM1�4� EAST ELEVATION 16 15 13 II 9 7 SEE ' n y _ r s � '�`�►Yi i 'Cad i � �- . __ 777NNH �' A --T L��I l/ k .... .....,<...:.... ......rn ..rT,-.- ..,..� ...,...•� ....±e+....•.. .y ..r. ..:[.. .,,.�...... .�«:..._ rv.� r.. ... ,. nm. .. ,.r .... .M..'HAfftlri. • � � k �i ��� � � � y,� ��; ver. �,� r� ����,� NORTH ELEVATION Provide and maintain numbers upon or adjacent to the building which clearly indicates the street address fa of said building. _ All. mimbers shall be placed upon a W U E LASE © 0% M l� IS VA7 0 O 11J 99 contrasting backgruund, and shall be at least five (5) inches in height and of appropriate widtn. UFC 10.208 ALL SCALES 1/8 = 1 - 0�� y' XID A BUILDING ' 0 0 0 rg o � "' ' ' � � �' issued wheel; description AR•rM W h I q�(p w _ n 0 no - reivised EXTERIOR ELEVATIONS 1/8 I 0 [� 0C=L=`S'OP �3um0 � lmMR UFaGAJt7laQ ��� !� F) Fa Q F 6 S 1 O N A L C O R P O R A T I u N E TIGARD OREGON ,,; 2261 - 116TH N.E. P.O.BOX 1927 BELLEVUE, WA 96009 (206(455-5236 ROBINSON DEVELOPMENT COMPANY "' `� �� � _,.� 85 - 12 .-. " .. .. ..... r..rlKabr.Y.iMwMw.+Ywru.•.w,w.w.«.r.rw.iWd�•"w.,.. ..s.. •,..Y�1..,, —_ ... ., ., .. ,..,,.. ., .,«.,......,,..wi,m. . .,.. .M ... a..«..-...-...... ,,....___.,....., J.'b+ri'=a,yc. .•► r..wai.,«rwww.+.•.Mnaw..,.,.wr+e.ewwmrr.v..:c. •. ,....,,...,.,a+.m.«.en..w,»««.r.wpMr.wr.M+wm.r,.r».M..«.v..r.ww..�..� www:_,-,..m.e..,.n.�eM1eMM. �NPf+xMialYln. _. Me,+..,,w•x'ar.n-,.,,..•... _ ,... r..,.,. ...._•.....,....._,.. _.,.Mr..r,�..Mw rM11.W...d..nrGYww, n,�.�1T4'fn+wllNw\tv/ryuy !m.7*+'. -:.^t�MMa1r«.,,w+.a+1A�'+ � •, .. .. . .,... t N h,..•.+►/�N',.._.._._ .. • ,.«AIS'. .' .,Fy+!L.wtnwrMM^ ... _.. .. � ,. .,. .. .. :. � .. r«.:vw.r++..«,'.,«.,, ..., • I 4 1 .... 1(tltlt,Illt�11It11ItItIt h�iltlt111111I1111111I1(II�(III(III(III(II111I1(III(t�t(III(II111I111I1(III(tIt(III(I`I(II111Itllll1111(IItItI;Itltltltltltltliltltlt'I�ItIIIiI�IIItItltltltl;Itltlltt �.. :..._._ __ ` �. NOTE: IF THIS MICROFILMED �..--- I 2 3 4 5 6 7 8 9 Io 11 12 ------------ DRAWING ---- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - I OIYl1n 0E 62 82 LZ 92 SZ bZ EZ ZZ IZ oZ 61 91 LI 91 SII bl t"1 tl II 01 6 -'8-•.''----l�_-.-.'.-•.9, SI.•. b E Z 1 r11IIInInulunlnlllnnlunlnulut►IuleI1111I1111II111I11NI1111I111aU1lVIII}111NIIIIIII111�I�1f11IIIIIIiI!lIIIIllllllhlNIIIIIIIIIIIN1111ll1JUl1II111IINII6111III11�f11111111II111IINIIU11I11UIW1�11W1�11lWllltlll11111.,I11111WWIIIIIIillllllll�lllllllllllllUlIIW11t11 MAY MOO M 29 90 19 I � Ala ` Iso'-0" 201.0.. PARAPET WALL e 3y1.011 II �!y I4' D � I � oFa -?70 Opp :3", cry 3 C7 ❑ C] L1 el D L7 ❑ C7 L7 ❑ ❑ ❑ D ❑ I r� d ❑ , 'r,�r'I�A�. Ei W DC,E - __0c ❑ C1 f� ❑ - ❑ C] El ❑ Q 0 ❑ ❑ Q ❑ [l � 0 "� L1 CI 1 Ll RooF VEWr'.7 w, AILEA ❑ /`3"I' 1 of 144 At. IN. EAC.##'j LAI IJ ��� SAI�To v6769NNEG r 7 (v10PE L I j'A�T•� 1�ieol� x2 - Au• fel=- MAOUF �. Fz-30 �a7 r I�1�.�UI1.. - SVG- Lov✓ A I y - SEE A -I I � I 13 1 0 ' u � a I� � i WALL SECTION 2 SCALE 1/2" = I' - 0" ►� s I� 'O / ��-o Z' •plr ��'-o'I J /'� '-� ' + • -- - — - -------- ------ -- PAIZAPET WALL -- OF _ IOo'_o� PLAN !-6" �•G. 3 �� rr IZD - ROOF DIZAI -I - J. IL. SMIT4 -41310-c •� ' _-- -- SCALE 1/8 = I - 0 OfP - OVEQPLOW DILAII1 -.l, e, SMITH # 1330-c I� - 61 F 13 D C 01 A p --- (a Y'p �ATi-� 1 r�lGl I 1 ° Q -� 'P� _ _ -� w/ ;�2" ro w!5 i / fe- I I T`r I r�lyU l,., �\ I Wj ldNlal. _ r - I%2" - ►L. a- �t :n 12° / — 0 RE F .I v�'' wVb �M� WAS �' � --- - ---. � - -S 4�� R-a'o T�� R DRAI►JAcrat r ` -Love/ plol►�1Trs I►Lo►J4 cfK1Ds a * E Al 12 F i -141414 PONT, ALoN4 CfRlvs A,G,+ r IJ �.I NI- ��1 " P r I i - �1�r�*IrvEv AI,UM. �x�FFlr 'nl/ - ' A06�LP- PACU I,►pr WA ( per( MAN U F � - - IcAW/ EbR '400' FWAMIN4 w/'190' POOIZs -- - - - - - --- --- - - - SEALANT- GA06K•Ihl X I , 1 M WALL SECTION I --- CROSS SECTION SCALE I/2°= I' - 0" I?`• SCALE 1/8' = I' .. 0° � ,. room", , , n o BUILDI�V� r. { , ' I I ie ued Iqt� sheet description µµ ROOF PLAN h r v sbd H O L0=70 P DWIU M N-WDr N cTm A .II, Ie I°I BUILDING CROSS SECTION iNlrlr . A P A C] F= ESSI O ti A L_ CORPORA T I CJ N TIGARD OREGON 2281 - 116TH N.E • �.O.DU>' 1927 • BELLEVUE, VVA 98009 • (2061 4S=-5236 ROBINSON DEVEL C>PMENT 00MP�` i 4,ie 85 - 12 ���� �++-r•..- - - _r. ,rr•�r•,rs-iY� - - r.r_rr•rrt.�� i.i ,I + t t�°i 4' , ,n•,.,,.r..o,.,:•wts r•F.va•v•,,,.,..ep..n..0-. .. ,: .. _., .. .. '+Y6 .:.YS:Ai4'!r.1fd71iLt1M,�6,��.... �� ' t . .— . �" •11��'s.:r•�_•.•^—�+�..�w�n+w.��wrA.�+www..w.i.,iY.+_ �s 1 , `T.'.`"""'f-. w x111'IEI1111"1111111F11I���IIIi11111ItIlIIIIIlI111lIlllrllltl'jIIr1111Ir1�11Ir�r111111Ir111111I1111111IIIrIIIr rI1I111IIIrIIlI�1111111111111II IIIIII�I�III11� �111111Ir(IIIII 1111r11lllrlrre d„ _'_ .+ , ...�..,.,.,.. _ _.__ _ _ _, ..�._.—.,.,,,�..- � .,..,.....,...�...,.r... I .� _ . 2 3 4 5 6 7 8 9 IIO III 12 }i NOTE: IF THIS MICROFILMED � DRAWING IS LESS CLEAR THAN — ---�+► THIS NOTICE, IT IS DUE TO THE ,DUALITY OF THE ORIGINAL DRAWING. OE 62 8z Lz 92 W bz C Z?, I-1 02 61 131 LI 91 51 bl EI 31 11 01 6 6 L 9 5 r�Il�uulnuluulnnlnDDluu�uuluuluulNllII111111nlllltl1111�Iu111�11I11Il�1.IN��IuIIIII,�,i�1111I1111I1I!III11111NIIIIIIIIIIIIIIIIIINHW11111�IIUIIIf1rIIIliI1111111111111111'IIIIILI1W11IWII111W111111iIW1i1WIW111111�J1llLW�IWI1111li111W11I1111IIIIIIIUIIIWIIIII MAY 291990 e C � � : 0),L'i 0A i E(z.1W.0;0 It I K--a,0 5ATr INSULATIOF I _ � OU 1"�OID E' �-L�C:E O� � � 'ALU -LAM 60G . ROOF N �A�1 r STRIP j �,uILT- up jzwF1Q4 GM U G�'P � 11rJC� -�'► WAu. *�VIJ 1 ' _- 077 lo _ s ' I� P+CCt� I G C2 , + W �. t12.AG El, G� 321' .m `1'�(� �, :�1.1�I 1u SU,;PrL�IDED ACOUSTIC C-bILWCC, I 10 IA�IrT_ @�II ' � � ��� � 'JET'• Jr• �,oN;. ''�A I��rz � I ' iz.-W,4-- T' I +�.I I.• I I E c IG 1� LA - r — 0 � =o � � �I�1 I��� ���►�) i � F i r�P�-L -rare- Fz �JI,I T I� -LP I M ex G`(f? 45;kT I►kA 8 u`�F PF-1 t4 F. G t1 U Will: - PE�L 2K4'VPP* @ I(p'1 O,G. I AI le rP,CC- rt W/ r-'l 11�,AT7=I i JW L- aw& 1 ' I S1 'a/4'I p`(PGfzETI o� '5EALED i -!� I IvI NI �. PL1fWOOP bi TV-0 6`7Yz Oro t SOD OFF��E ULA�Z+r•t� � G� T 2�r►.Ir� 3 rd FLR ! ! I 1 MAS ��F I L ICx 'I i t l /► 1It , o I I i mow$ AL i G� �=�� � r;,C M U I LA�� � L'NP. 11 3 y I it AI - �- aw t,> T- 13, ' �I rr- ' YZ'' mow$ , �1EE A-I 2 2nd FLR A j4 vim LA •�i j I 11 i i— 0. I , 0 - '- J I 3 -� 'C51 VV r,' � � , �.jLAZIIJCt ��TLM \ voy MA� p, . 57 4. -�-- i �r1 r���- "�:y ail✓ yldc-�i - - - - _ _ �-- � �` f'� f�'t' A•E3 4 1''EFZ3 r � i,) ,�� 1 A I� l j R-�A"rES7 �J I�� A L-L I J ! r r - � G✓I M. W/ pow Fz i X11 Wide U. •�✓ ti I I I G 4 :f ►,It7A Ic�l pIrAN at FLR -- - � � �"� I IJ rl�� vV,�.�. � 1 -. � f'`' 3 T,��'•' ----� � , i 6;eeF II - A4 rrr- DIME jlor�ly I I A 14 Ni'I'= 1 I1'I A 14 211 z 110 II I� y;Z BUILDING �� � k ,. .. iss elt� sheet description revised WALL SECTIONS :_ D=fl0fl=0=TCDP [DumuNram-m � m�Tm TIGARD f A P R O F E S S I CJ N A L C O Fa P O RA T I O N 2281 - 116TH N.E. • F�.O.BC7X 1927 • BELLEVUF_, WA 98(709 • (201=i)455-5236 00EGON ,� ROBI1N, t%�` DEVEI�.QPMENT,,., COMOA�1'�tY QR IY�rrr�i:...rdiirYr+ayrr.+r. ------�,�• VV—I2 'klj er y / � ..y-.,.. *'"_Z-. +•' lw....owMwY.:.•.-.•. .v vr��IwMw,rMwr.n,nnv.ra.M�ariwMWNiiiM'r�Rul�we, • rw.mwrw+.wa•.eer...r,v.watwn-,.m« ..., .. ..... .«....., ,•.._....,....... ......, ......,.,..e. _ ,., _ 1 :. ^11111111fII�IlI111111111r11111 111I111111i1111 11111(1 1111111 1111111 1111111 1111111 111111c 1111111 III 111 t11 III III 111 111 111 111 III III III III 111 III III 111. 1.11 111 111 III .:... ' I I I I � I I . NOTE: I F TN IS M ICROF I LMFD 2 3 g 5 6 7 H 9 1 Q i i 12 DRAWING IS LESS CLEAR THAN TIIIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. - - -. . --- ----- OE 6Z 8? LZ 9Z SZ 1d2 EZ ZZ 12 02 61 HI LI 91 SI bl VI ZI 11 01 G e L 9 S b E Z 13'�.,r ' ►111nnlnlllunlInIIIIIInuIllnlnitrlnnlu11I11nIllullulllullltUllutI11111tII111lulnn (�Lullunln!11nIIInulnulllnll►III)IIJIDd1lIII IIJ111NIIIIIIIII[fill 11]IIIIIIIIIIIIIII►IIIIWIII►llllllii:d"wdw611111ll11 Ijujhj&i6Ivubull i lituhm MAY 29 1990 - - wr fir.— Y 1 1 4' r 12 16 _ 5TA I K I I fFLey I ✓-rAI l� 2 ---- - z �� f 21w LE✓�L- � _ � , s#S x �'-o� 1►�Rou4►� MIoLES I --- I I Y �? W W G�G L !�Rou r 1t,ITo MASOIJR•{ I �io�-E IDE �(OTr�17 rl I It - W7� v. OOP, +IArJDRG►IL ll 0►.t'f \A.6. d lb'oG �, 2 E- N��� trAl Ly - \ TRANSVERSE SECTION I 1�i3CIpyo ED 1To - - ' ✓ SCALE 1/8 = 1 - 0 M N eY / (� - -- _ 40xo' �dPL. .,y lam! !o">■(o"x '�YB�x O'-�,L w/CZ) I" xlo''A.p.- / I tJ.T'•� loll '` STAIR FRAMING (PARALLEL TO CMU ) _ STAIR FRAMING T CMu (A ) ••' IIS i 1-IA�WaOD I�AIJDRAIL > I � -TOPICAL PIPt P-AILIO -- - I /P STET:L PIPE RA+Is DOST- PAIiJ'irED, , / - _ i-- 'T-fP. PLATFORM DEG K.- 6_0 t, � V./tLD 4 C,R I"D SMOo'T1� I �t=t !PLTA IL 1 ALL Jo1NT5 - WELD PO'7TS TO STRIWCjF_9.�s -- FLoO�L LAC4 , SEL TAPI-10c, J _4 --=��. x ..•",:. 5G�EvJ i NTo I'/� ' ST ttL 'j, � � - -' PIPE RAIL- pLUCf 410LE-� AS PELov� �P�-. WALL FAIL EXTE�15101J � � G 1.5 � HANDRAIL DETAIL (AT PIPE RAIL) I SCALE 3"= 1' _ O.. �15 PI.AT'E -W ELp -(o c a x 11.5f- h POST �R.AGKET I ' �oT'E �� rzVO NTla�l . l=�zAM ►�G-s �'l.o,�ISv 3 T----� A Irv, LANDING AT TOP FLOORp � T`(P. PLAT>0&� DECK- 30 GOWGQ.61-t o/ 244A. PLATFO(_M \ �4tJAl. G.'f'� � -- f ��� 1- DEGK,'1-UV-OC.O' o/E w/6,xC- Wl1 4/wl•4 WwF \ ' � �t.�. E f A L/v MAX. �! u �I I' `� wA re l.L. ,. 11 \ ISA R p Woos I•�A Ll D R.,�I L - .wy. ,.•.....y I.^.• v\� 11 \ \ A I✓ MILLfp HZ01`1 2141!/ cn —M-�' ' / I I p I \ 1 9 6 8K IIA7 2A �\ 1/8i1 x 4Xt" LA4S 11 v L�� �'Cf? - 1n PA1I.ITED G►�1U yUICFAG� T P. 2TR11,1 E 000WEG 1011 _ _ -_ ; 1 M ' AOLES To - /� >~ 3 x 0-6; PLATE -V,/EL TO G 8 x II.S w/ \ �' I 1 i (2) 1/,f4 I�.15. VELD �1UT5 To �TR11Jc,EQ. / �\ MATGF� NA1�V(LAiL C2 Pei �,PAGEI� _3/I!o l� V1 MAX R.A01012 ENP`J of HANDRAIL DETAIL (AT WALL) TYP. INTERMEDIATE LANDING ---� 00 ,n�1 \ SCALE 3 = l - 0 bAsrs ! L TOOLED IJO►�-SLIP LIO�IIJCt w/ '/4." IZAPIUS �,__.__. _.. ►� , f I �_ , �� 2'' CO1.1G, w/ MEs� o/ 12 GSA. RISE(L� \•,•�� I 9� ti \ TREAD METAL PAN _ 1 EXTEND (I \ 1/♦"x 14 K 'lit." CLIP G's @ ci-r RII409. R+tII. a,, SCALES I"- I� - 0" j L o g4-x y� x(a'' - W�Lt� To *Ar DOTE . PAIQT STlzl►J4�R5, METAL PAW17) r ��i►JGC- - L�' -Tc) Cor -, Int/ ' �iUPPov_T NIEMt5tR-y, E-TG. 4— MG I'L K 10.(e w/ '/} f l.�Tl: �I "2TV-TV - �J� I� �. x,11 d�� ��1 � 1T WELDED Tocie-T1•IE1Z. ct{z11-IP 'sljooro - rRUVIDE CLOStRS FOIL EXPOSED F-OUli - - - -- - — _ -� TYP LANDING AT FLOOR LEVEL STAIR I SIMILAR - OPPOSITE HAND r SCALE 3/8"= I' - O" _ ._.. ' ��I L V I N�,7 1 �®d sheet description Il rII �� - '° '' I,g Mme+ 2`�' 1�8rr BUILDING SECTION B ` revl sed Ulu J "J NARN r A 1L, 00, 1°ft STAIR 1 r8r` 2 SECTIONS A P R O F= E S S I O N A L CORR O R A T 1 O N 2281 - 116TH N.E. R.O.BOX 1927 BELLEVUE, WA 96009 (206)455-5236 TI GARD Ci R E(30 N L ROBINSON DEVELCOPIVIEN T'. COMPANY Y 85-12 �w.w._..-r_. w.+........._.-. '�,!"• "'mil arwvnsucww.n'eV"^•'9,ri��...e,iM•,r .z�.p, n...ro ••vr,.•. .,.r.+,�.:_�a..,tm:" u .n,r........_..:m ..i�Rtdfi« 'et`Rt'+x1� allow ` h 11111► 1111,i1� 1111111 111-1111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1)11111 111I1111111111111jt1111 1111111 1111111 IIIIIII 1111111 IIIIIII tll1�1111 1111111 111111l � M� ,. �`T - I NOTE IF THIS MICROFILMED I 2 3 4 __�—_ 5 6 7 �3 - 9 IC I I 12 r. :��.�.._��_...... DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DWE TO .._ THE QUALITY OF FIE ORIGINAL DRAWING. QE 62 92 a 92 S2 b2 E2 22 IZ 02 61 81 LI 91 51 of CI 21 I1 01 6 9 L • S b E 2 1"•l'" I ,11IInnlnnluuluull�nlnu1u111unI11n11111111111111111111I1111�1u1111l�111��JI11Im11m1Iu1111111111111H11I1ru11111II1111111111111111111111111111111111Im11111111111111!)11111tIIlIIIIlI111111UIhw�W111111llllltlll11111111W�11W1W�fU>i)Iltllllll�l�ll11111111111111W11111 MAY 29 1999 Vi=i — �LLc53 �o�Gt-� r- r ��� � - 1 •� I � I � 71 i °RIS - - -- I ,, -- - - - - r --- — ------- _----- _.. �._ oat T nI AGGESS i_,4iJEIZ I ? - I 1 I 1 f�2;c.�4TC J^1,��;-4"x�'N'i41'L = z - �� �f� •� `�JoI"� }�-�-, � � Zx �6 @ 2� O.L , `� I � ��oRT5 W&1�� To 21��IIx 7j/S'I � � � Ty�l � i � � ►�AR TRI�(yEK3 � S/ba� 8T6E�.. ' I i �'a. I raE --- Zy _ W/ Ila GAuo . A(ouvTl G ALU , W/ �--- �, --- - -- - Z -4� to wig✓ (? ,40" of,- �4Ax, I � i j Q I I 1/4 I I fZft1r_ll VEtP Wi rmG{z- 1 � I r-tPA 1v. H Mau• fpA►Me I I i N I r I 1 /2 �z-WAu- C-xT_1E5flofZ- tit 9�, -- - -� �21I �✓.r �� SPI tilf� Tf2U��!� ' (2 I t Pa4T't- I I"L., i 1 I - ----__ I 1 U � v L,I:VeL /2 � I K'/41' L s P.�,A< \ -- ---- --�•t---�+-- I I+ic) TC f-_4 1 �: i 0 50U D ra,bGIC,I N v rl. I/2 �' � Q ,. rJ " NIP � I �✓G U T7 �7^ l l.. 2 S 2x �} k,l� - I 11 I V�.���I � • ���P � �'I��• In \( 1 I2 I STT I rJ�oU f'+GoI��IG• I �• ' 0 A6nl , e Lo , ACOV� G GI,(�. ! C I Op �►rl C I tip. TI* - - — I t+2�. �.r 1►t -- -- C -� Gwt3 --- T� T�f� '.< ' 4,211x 2 t �r�r cUF--rA 13i WA LL � I ' Ma�UF '77 _, I ; , c�W�i �A.. �►cam (i - ��. �,ol,lyr, � s � I i I � �✓ t} �� �Li��J - � I -711 Pl.�►N 2X� Gd I o•G• \ -- - ------- \ 7 2,�*,@ 0, 0� - co I -�• � AGOo�IG G P - - --- - --- - ----- — -- T1 SJ6 I G� I �/ L Vu^LL, t�-IL.I h ,I %211•� , 1-�11 — I� i _ __.._-.-.. ._----- - - - - - - --- - vr L-6M, II ._, "�\ •r�y,.�' ....,.__ _.-._— _. - `_ _-_—. - _ y ...or.,:�a�rbl' �' ' .�._. - �� I ' � I ►s� 2�, I°IS�� sheet description O U J WALL SECTIONS n revised LI A P R O F E S S I O N A L C O P P O P A T 1 O N X 0 R9=7CD P E3 �.:D B 0 U V � S 0 ;!1—? F FjJ \� Y �.: w " y ' `i• ri ISI I(Y I I IW' ,div /(/� ITL �L IA I 2261 - 116TH N.E. P.O.®OX 1927 BELLEVUE, WA 96009 12061455-5236 'TI GARD O FA E t3 O N � [�P'. 1 R0 IN80N DEVELOPMENT COMPANY �* ' �H f 65-12 •- .. y; -"_"+.+•--.•- . - .. .••,••-w••••" MM•"'I qM ti*.4'PtIE .xn_. r n n v4rxr.wwNn•wrrf.w+awYwKin ?AfM^%I.AR'W.r;1w+87,M•M11Mwfllr+cKMAE WMORLIIpWMY .-.-... ....._ - .-._ .....-.,,....., ..__..._ _....., .......... .aux-Mwww•+r .......-.... ..-.y' - �•• _._.s1'- erio+-+m +wwvi . -, ....,+,... ,r•: w.ei.vF�wrw a,•au+e m.•i::,,,c. ,.yE T!+•M+JwJnMl.Iiwin V;RrMllk'.e7 ... { I ti. - ,eq..am. ,a......+..y_.....-...,•+.a.a9enr..NZFNSTMwtwr,ar:.,,. I.w AidYY' Id' tkarvr+,• y. I , - :• !11�1�1►IIII�II�IIII�I�I�I�.Ililllilllllllttlllllltllltll11111�1It�lIIIIIIIIIIII�tIIIIIIIIItIIIIIIIIIIIII�IIIIIIItIIIIIIIIIIIIII�IIIIIII�II�I�III�III�ItII�IiI�liII11111t11i1111,11iIIIII�Iilll�ll dwm NOTE: IF THIS MICROFILMED ,....._._y._ 2_M. `3 4 _ 5 6 7 9 9 I0 11 12 DRAWING IS LESS CLEAR THAN i — '" ► THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ OE 6Z BZ LZ >aZ SZ b2 EZ ZZ IZ OZ 61 BI 1.1 91 SII V, EI 21 II 01 6 19 L� �----I9-- IS--.-' fb IE-- ? I�■L� rnlunlunlnnlnulnnlnulnnlnnluu111111111111111I111111I11I1111111J11111�IINI1111III11�l1JwIIlIIIJIUIl1111)IIIIIIIIIIIIIIIIIyp)1llJIIIiIIUIlut111111I1111I111�!IIIIIIIIIIIIIIIII�lU1�1111111111111llllUlWlll�1111111111111uUllllllll1111I�Itf�1111IlUlIIWIlt11� MAY Q -«,,,is„•.. _ 5 119 13 ! 5 , i 1 I I I C ,1 I E_7i L1 —OB LOBBY 77 ` - C 7 r[fit[rlYli)t'rtrrT�utairriultLtt� ( �Iitlrtrrtlrurrrrjn -- FLEV --OA G L - STA�2i _� 1 i � � i .\ .. � _ _� '. � �%•°�o ' ' Q , • � � �• ,Frrraurrxtr.nur>Gtir� �rairiivarrruucrrrr� , ar:. vt- >i T- \EL..EQ. � �,•.t,.«:. TEL SPR - o C7-j ONRID STAIR I f it v iiun4ii•iL �Trrrmrnr�r �rnrnm nrrnrrrrr rrmrrnrrrnrnnr tn�rrm�rr 7C-I lrrmr, ti ICE 11PA 4 4— - - -- t I 1 71 1 E,7] - _ ..� .- - _ ___ CF it ' °'. I.' I I I ' ' I I I I I I I 1 I I I I I I I I ' J I \ I ) � 2 3 4' 5 � ( 6 \ � 8 � IOI (12 ) 14 ) I � L Zk H ( SCALE 1/8'1- I1 - 001 15,023 „ Q FT. ��e;U(Z 1✓1A11rL '✓EIZIIJ(,r f�G TOILkT S?Ah49AVp VRWAL •,fTAWVAWD ',TANvAka t-IG -rami-( AQ-A ^� �� 4� ���GLEA1� (NI►J.) 4-d'clLA1z CMM.) 3'-0 4\ bAGK4pLA&rrl _ a... I II 'c,, c:'�u►JTE�- TOP LAVATORIES (M_a W ) elevation a MENS R00_M_ elevation b_ WOMEN'S elevation C * I,li,x Ivok1 Lill. FLRL TO V.10 �f. (yASIO aoP2 [aL= REvzk 0(mNS PUBLIC TOILET ROOMS - TYPICAL ALL LEVELS SCALE 3/8' = 1' - 0' • � Y. f•� -r• r` ^ r -v.. �,. a r� L. f,,,, ��p�f ; r ,,I,. ^1 � - BUILDIN � � A ' tiss� sF•teet description ' 4 r"' M •t 11v, °1 S v R F r. - � I f . E L revised EOTED CLG. PLA � :• . .....� N IST LEVEL ,,�,• .;, TOILET ROOMS - INTERIOR ELEVATIONS A P F4 CJ I` F- S S I CJ N A L C O r� 0 R A T I U N '. TIGARD OREGON 2281 - 116TH N E. P.O.BOX 1927 BELLFVUE, WA 56009 120S)455.-5236 II ROBINSON DEVEI_OPMEN-T COMPANY •' 85-12 -mow• .r.:..,�_..:..-i�I�Y(�.w.,...,. . 1 ~ - ' ,« r111 II 111 11 III III 1 III III 111 III III 111 1I1 II1 III ill Il)1 III III IIT ill III III Ill 111 III III III III 111 tIl III III 111 111 111 III III 111't11 III III III 111 111 III III {�� .-..- _ ... .._ NOTE_: IF THIS MICROFILMED ►.. I 2 3 4 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN MIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL a " DRAWING. -- OC 62 92 a 92 SZ b2 E2 22 12 02 61 81 LII 91 G1 bl E I 21 11 01 6 0 L 9 S b E 2 131v&;;- MAY "vir" I �Iu�nnllul�ulslnn�ulllnll�llnlnll�nllllul�n1II1111�1Ullnu�lll�ITW�IIIliJ!N�IUJ�Jt1I�,�,I�U11�1111I11!1�1111II1IJ11111I1111�111IIlIlIll�llllllNl�IIIIIIIl1�f11�IIII�1111II111�1�G11�eU1111111111tH1111i111111W1I�111lwWIUIIIlU�1111T1111�11U11U111111�IWIIIH A �'Y � 2 9 r _. _ 1990 . . - - -..t.. ! ..:-.......-..._...._fur„- .--._.....,..,r_._ _.. __ ..,. .. ._w :..... ._._._ - -....._-......-_. _..r „�q•�-- . .r.,,.. __. ,.- -. - _._ �1 ( 3 \ (4' 5 7 9 T'/ I j • I ----CA _ _06 rt--- - -- -.. T - fi EU'v 50 STAIR 2 _ �� TEL k+ SPR 1111w+11 1111,E I[ 1 11111111111118111.1111 i �, �� � ; 11111111111 U 111G111f 1111 11 111111111 111 U 111111 Iri�!f1+111,11111r11 ,y 1 � ' II-# M— h111l11111111111,111 11�. 0 F I r.IE SPACE E �--- - ---- - .. I IT F- 1 , - r _ - - - 1 I ' 3 4 c s \ \ 0-•\ 8 l ' 0 ! LEVEL PLA� m SCALE i/1311 = 11 - 011 141775 S0. FT. �T oil A i {k :1 rrI I I s 1 fes' iss jed sheet description BUILDING C: _ �; :,,y revised REFLECTED - C_ M 0 L�Li7 [3 LA H 0 N � If1��Vr7I �1•I,� II-�� � ' :� � n CLG. PLAN 2ND LEVEL A P n FJ F E S S 1 O N A L L O A P d Fi A r i U �J U L`� 1, r` ;. r�. �� A I��I-• 1 I o ti r TIGARL� OREGON '1 22t31 11F1F--1 N.E. • P.O.BOX 1927 � BELLL:VUE. WA 3E�009 • (2061455-5236 ROBINSON DEVELOPMENT COMPANY • _ - - 85 - 12 ( ,- , ..... ... ._. -.: .. .....,,.._.._ _.. - +br+w.nwwe�rlYFM1�111M�MNMMXr. ..+�,eM._r�- »�.na4...,yrMxtrt•-.,.y_. ..._ .qy ' �' ,�111°l►IIIIr.�lllllll°1°I°n�111�1111111I11tIIIlI111I1(IIIIIItI°`IIIIIIIIIII�11!�IIIIIIIIIIII+IIIrI11111IIIlIIIIIliII111fI,1I11111111111IrIlIIIIIrIlI11°111111;IITIIIIIII°IIIIIIIIIIIII°I111I1111 � ,..:.- �- � --- - _ _...- � __.... . r NOTE: IF THIS MICROFILMED I L a 5 6 7 8 9 11Q i DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO rW QUALITY OF Till ORIGINAL DRAWING• - OE 62 92 L2 92 W 1r2 E2 ?2 12 02 61 91 LI 91 S I b l E I 21 11 01 6 9 LI----' ---I9- -' S �b - E Z t?1•l,t" j,+ I -7�71 fnlllllllnll�lllllunluulnlllunlr111�111111111I111111111I11NII11fhb11�1111�}i�J,If1�III��,I�Ij �J11IIIIlIII!I1111111111If111IIIIlllllill►11llllljlll�,IIIIIttf1IIIIlI11U�II1lI11'1IIIIIIIIIIIIIlI�l111I1U1�lIU�Wli11111111�11111JUll�IIlllllll�Ull�IIIIIIIIII111UIIlWI1111 .' •�. __ _ _ 1990 p i 4. 1 �- 5 � 7 9 13 I Ei �T� I I i I I ( ,q k_ ___..�k a _ — n a n ;t _ 0 It (8 LI 4E3 lk Ir I f1I LJ �J i I � El .�J T t r. La 0 T ELEV - - iE r t1 ,. • ' N `, STAIR . SUPPOR' _ __ _ TEL, SPR FE) r-- — -- -—---------_---—f _ u �JED STA1LRI . COkRID EIa4 R1/IIIIIf 11111 '.". 111 111111111111111/1111 -{) IIIIII�Itlll 11111///111/1 11111IIIIIII/IIIe1/1/ IIIIIe111111111111. 1111111111111111111/1 for { � r 1 - �-- � r::1 ICE E � A C� E J =1 �` � � I-__ � �J �-I � � Imo. �� � � �.� � F L] _ El Ej I I I I 1 1 I I ► I I I I I i 1 I 2 3 ( 4 ) 5 ( 6 ) ICS 12 CI 4D � I� `M 0 F CD L M= VE6 L P)L A I' �fl SCALE 1/8 = I1 - 0it 15 , 700 SQ. FT. '1 t (� � BUILDING C� � ar iS ed sheet description J .� D Cr� 0 G� C C L �n r sod REFLECTED CLC. PLAN 3RD. LEVEL A R F I A L. A P R T if U V cT � L �� � p o V S s O N C o o A 1 0 1V TIGARC� �'J, ' OREGON 41 2281 116TH N.E. P.O.BOX 1927 BELLEVUE, WA 98009 12061455-5236 _ ROBINSON DEVELOPMENT COMPANY 85- 12 Ir ,r: t • .. _ �;xpw+�rirocaw, n,+wae+ce,rs., tlMt�?l114A7i11PApTa '4+*m211Myau�►h!''�NgtN'MI+ull�ellnww�.nMr�p..<.. ,cs.:,x.aw•.x .,:a.... ,,.--...tn61# d*jikr. !•�,. r+l - - «I oil rII ,1 1 1II �IIIIII �� I 1 1 1 Jill Jill 1 1 1`1 1 1 1 ( 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I III 1 1 1 t ( 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,�> 7•I '"`•.•a ••••••�•�� - IIIIIIIIIIIIIIIIIIII II � IIIIIIIIIIIIIIIIIIIIIII � 11 IIIlI111IlIlIlIlI111III1I11 � � r NOTE: IF THIS MICROFILMED ►..rte. " ( 2 3 4 _ 5 6 7 8 9 IIO I I 12 DRAWING IS LESS CLEAR THAN r — ----� THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAW I NG. OE 62 92 LZ 92 S'. bZ EZ ZZ IZ OZ 61 91 LI 91 51 1►I EI ZI II 01 6 9 L 9MAY S b IE- Z 1o'.uM I +euIIIIIIIInIuulI111InIIInuI���IIu�I��n111IIIIIIlII1111I11i1I11N�11111111X111I�INIIfIllllll>�,II)11IIIIIIII��Il11lIUIIIIIIfIIIIIIIIIIiII}tI11l�W�IuillmllnlllUu;lfllilllulll1111IIlIlI1.�Il11IIIll,1ll �111llllll,�llll>ulll�IWIIl11I111Iu11tI1lIlI1111I1111IllUInN } 29 , 1990