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10115 SW NIMBUS AVENUE-5 I f 7=1--- -- - l � -- __ 0 44f Yui�.✓�� r ~~,,. • � w /M� Clow, 1 f FF WAN en-pav coq ,SF M6c ti - - -= AC- _ I-- - - -- - - - -- - - - �-aWr^ C,t,M W IN6 u ° _- �� 741-90 G,/T/Gy '2T GG3 1� 26- 7A"GTAS iN4 3 5i/., 'S ice/ WAS --r-. -vG &o2 sod /NGS.,vc- 4+': R�fT7r G x4xt- Ac r --- _ IL , OL 4'A"¢ rl-woAW qJX,Coll T 1'-_7 � - � �H 11• I•�INI� I�►�l�iT� ��a�J CGI /+Kcj+T'GC..'t' s GovORJV K-Y A.4r-A � r ,,,,,;fiAMr e n "' nw. r�xs�:r4�.R�N'.1'""'"'T"!r�.Y'T .�• 1 t pr _- —_Gr: ':' "..r_ .�_.� rl.. _ _ X11,. ,wililbiir.�ues u _ .-_. -.�...�.. -_ ....., _..��...�..r►... ..�..r+._w..r.r........ -+.++rwrwrw...+�- r•..w.wwrwb'r��w i NOTE: IF THIS MICROFILMED I 1I I 1 �I I 1I I I I I I� I I � I I I I � .-. ------- —1 �I I 1 DRAWING IS LESS CLEAR THAN � _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z 8Z DRAWING. ��I_�lit_��Illllt �ttll�t�l ��Illll1411 1tlt, tltlltltl t�i'��Ilt ��IIIIII�III�Iltttt t�I�I�� I��II�II III�II�II Il��lttlli II �� t��lt� I�� VIII ��I�� . .I ii iliiiiiilli�� iiii i�itlti�tiittltiti .tttlttttttilltilltlltlliliilllll�lllii�illiitlltlltttttiiiliiitllltlitlilllllttl� iiii�tii I t , UNE 1 1990 Ir, rc" r•�. 1 F:. t- Propo: d Dental Office Plans For: Drawn By Checked By Scale: VA"=1'-0' ❑ ANCHORAGE: (807)562-211130 5430 Fairbanks St•,P.O. Box 6755,Alaska 98502-0765 , Architect-Designer�-�.�j PORTLAND: (503)252-9777 4996 N.E. 122nd Are., 0ort e., P.O. Box 30539, Ore97x30-0439 �I .� _-. El _ -- T1 GA l�1 FF l - _-_ �� Aub raw O SEATTLE: (206)254-4-33 753 8th Avenue N., P.O.Box 9484, Washington 18109-0556 ! �>►iE tit l,�ll pp. a...��..r.. 13 SPOKANE: Data —� � Plan �.� �►j ,� l;-c-,r TcF L�'- (509)4136-83110 East 222 8prayue Ave.. P.O. Box 2ti::3, Washktiytort 992'10.2923 II i, �,� ❑ TACOMA: (206) S64471114. 49G1 Censer Street. P.O. Box 11245,7ffsshtrtgbn 85411-+11286 00 Sales Representative -__ ,` "1)epertr �Gle Seance Siru•e 1889" ❑ YAKIMA: (5fl9)215-6411 108 S. 8th Avenw, P.O.Box 1345, Washington 95801-1345 SERVING THE PACIFIC NORTHWEST AND ALASKA Items requiring ELECTRICAL only: CABINETS AND MISCEI.LANEOU3 ITEMS:Checked items below apply to this plan The contractor ihouW furnish all electrical,plumbing,and btruclural requiremsnts listed,as this is necessary before the dental equipment can be installed. The tenant, or Burkhart Uental Supply Co., will furnish the dental equipment. This Is a suggested — General Illumination ceiling lignt plan with specifications for the dental equipment only. Check all measurements with the actual building dimensions,or architect's plans. The specifications shown on this plan have NOT been cne(,ked for compliancelwith Federal, State or Local building codas B regulations. Cabinets The working surfaoss U all benches should be height abov(t tkxw,and "depth, YY _Conhact0r.____.Tenant furnish NOTICE: This proposed plan is offered t) assist our customer's architect of designer, AND IT IS NOT TO BE USED AS A WORKING DRAWING, Burkhart Dental Supply Co does Nor authorize use of this plan for any other purposes,and we disclairl all liabtlty if used for otter purposesunless otherwise specified. Wall electrical switch hems requiring PLUMBING only: �-' -------- - -- O ^-- Dental Operating light, Cwril iing Muunted Contraclor Install electri• Cold water calve Contractor furnish ainstall. N/O -- Outlet for Nitrous Oxide 8 OxygrnVacuum,central supply system Contractor 1 � F— Central Dry outlet. -� Con,ractoi fur rush and install cabinets and benches in cal,200 Watts,and 2"thick world back,ng to mount fixture as shown Intercom signal system Contractor install wiring Install type K precleaned copper tubing, with all joints silveh L--1 on Plan =K — Sink Contractor furnish and Install sinks and shutoff valves,unless brazed Tenant will furnish wall valves. Numbers Indicate inches __Laboratory,_,Darkroom,_&mness uthce._ _Private offloa,_Operatories,—Consute- M - — otherwise :;,,eahed Sinks should be sad resisting porcelain or above floor See separate detailed Instructions tion room — Central Musics stem stainless stee' P --- Dental X-ray film processing tank.Contractor rough-in hot and cold Elpctncal outlet box for dental X-ray machine controls. Numbers � Y water and 11h" drain ld' above floor. Contractor furnish bench. — Burkhart Dental Supply Co furnish cabinets In operaton6s. Contractor install • Indicate Inches shove floor to conte►of outlet box.Contractor furnish and Install 120 Volt,AC 20 amp N 12 wire, and ground wire from _ — -- '--- Contractor install tank crud mixing valve, which owner will furnish. — Contractor Install recess lin laboratory benuh top,for caabri machine• 12",dee circuit panel to each X-ray control box. _ _ N/t) -- Contractor Install 1'2" ale.trio conduit for Nitrous Ovide central See separate instructions for Installation details ry _ g�—._-�- P by 21"a.aineter — Electrical outlet.120 Voll Numbers Indicate Inches above floor 11 not monitoring system — X-ray head and arm Contractor install the required number of speahed,locate 12" above floor,or e"above counter lop l3urkharl Dental furnish sinks In Operatories Contractor install Ceiling nelght__ Most dental Xray machines hequlre a ceiling height cif approxhrnately W I SKI stranded color coded wires _ _ 11 ttus is n exist) buildin tete new wall rtitions to be constructed are shaded. Wire plug mold outlet, 120 V �� AC •— Dental au compressor. Contractor Install_120 Volt,.�230 ng ]� Fte _ t A _Air and gas outlets Numbers indicate inches above floor. If not AC Dental central vacuum motor-pump Contractor Install disconnected Volt,_.._..phase electrical outlet for_.—H P motor. Contractor ==�=_-_ LLI�— Xray rerlote timer Contractor install the required number of _ Electrical outle!,230 Volt \�J� specified locale 6" above eountet Contractor install Ie" rigid pipe 11^x"drain with well vented trap, and Install+n"minimum I.D copper air lines from compressor to outlets Partitions to tw removed eio shown with daaMd lines _ `._ JJ stranded color coded wires. ( G _ thread through wall,and install valves,which tenant will furnish �- Install 211.Ib sheet lead on walls wflere marked YYYT Floor mounted electric outlet, 120 V `J �cold water outlet Install.—t20 Voll,�?30 Volt, @F- Contractor Install master electrical shutoff switches In a convenient Floors should be wood with 3 n crawls ace,or basemenl, under ralorles and labormor -- Contractor install 3" thick backing in wall to mount X-ray machine, —phase electrical outset for_H P motor.Contractor furnish P � � Y' 9 Y from 35 to AO" above floor, as shown b lined areas F — Contractor furnish and Install exhaust fan In and install orrice+floor�" Ecentral location, for the air compressor, vacuum pump, electric PS.plastic pipe,ABS schedule ado, -- -----• ---~-�-- Y Items requiring both ELECTRICAL & PLUMBING: power to the operatories,_._...and a manual valve or solenoid on plan. Sae separate instructions and plan Laboratory, Lav9lory,___ Darkroom(Light prooQ. O or equal,or per local building codas _Instals wiring for remote-- switch to shul oft cold water to the operalones _ 1 1 F— Telephone outlet Dental Unit Contractor install cold water, air fi �.nes with shutoff control of pump. Instal!outslQe exhaust for pump. \J Data processing equipment Contractor furnish 110 Volt, 20 amp. valves,vacuum lines,anti electrical Also Install y - wiring,on ,operate circuit,grounded _waste,—gas,—hot water line,—low-volt wires The required dental Elarancel and Med+anlcal are _, are not +,hewn on this plan. Pincuainic type X-ray machine,weight 1200 lbs.Provide adequate Contractor connect to Unit sub-base per plan« Q Hot Water lank Contractor furnish Automatic film processors in the ` floor strength.Install 20 amp.- 120 Voll separate,circuit,grounded a -- Central Vacuum Wet outlet Dark Room require about?W g.p.m water al8(rF continuously.Thus, _ Mist.items the tank should be of ample size U.:ic�l 13 F RW 111 E,� s/4s Dk%, I t+k e,U N 1.Y .- —__.___ �,._-_ y....�.--'-----•..._-...__�`.._., { Ci�GILI(�)c7 ��ti,r.j C)402 J.'3 (•;��CC�C•�r.a:lG f 9 14-T. _ i ! t l►v AC e c:?vim t►�t� ria R. p��3 i� Poo 9 Th P i4 irA-r N we • IN CZ l � _ I • _� � l � I fff , I � �i �• � I .._..__ t', � � _._....._r�t.....•rw. � •ten _ r_.�....r ♦••.�T'•.... _-...� `J _ ' I i• • '. 1 71 � I I J - — — • ------ .___ ___ �I l.__.__ -_-----.._•___ ... .......__. _al...--___ i—_ _� _�L._ _ _ _ ._ APPROVED FOR CONSTTcIV CITY OF TIGA - s-� =-a n,..,� ,;. —�, cam — SITE ADDRESS Y ( 1-+L, L t r ► S I Vit~P M T t'a 0.____ _._ TITLE DAT r, BY 1 C•:>CA/TCE 1_�E� n�T-rf•L — N1 v3 f0 /'05` tl Lit-) Ni In 43 7-IS✓>< 0 C:'Oe- 91,7c _ Pr Y a r .nxrrrr+"'c I I I�I� I I III I I III I I III I L I I III I,I�II11411i .I.II � Ij1l�,J 1iI 0L I I� III � ! I iI 1iI 1i I NOTE: IF THIS MICROFILMED iIII I IiIIIiI 5 DRAWING IS LESS CLEAR THAN I� 111 111 .� I - I THIS NOTICE, IT IS DUE TO THE (XIALITY OF THE ORIGINAL g Z Z LZ Z 9T Z Z Z I6 OZ 8T T LT T T T TT T >1I T S B L -9 Q f $ L T ,h hA DRAWING. �� «�� I��u��l�� i��ll�� i��l��i� ��lil��l �iiiliiii i►iil�iii iiiiliiii iiiiliiii ��I�!��I��I��t;�!,�� i�l�►�� i�liiu liuli� u��J,iii ►mliiii ��►I��I��I�� i►iiliiii iii�lii�� iii►li►►� si►►li►ii ii►ilii►� iiiiliiii iiiil�iii ��ili�ii �i�ili►ii �iii�ii� _ bui,,Ich b i 711 -1 7T- A V . 1 1990 -•w,.+wrO.r.-,.+-.., .., ,.-.-.. 1t -,-�-':'4Fi: - . ..-.. -._. ..;-..._ .... J_ ... _ _ s., -..-, � _. _._.. - _�-- -� � �M�f+ .- .,.5i�.t�..a.r.�,.h.1,51tL�ro.SS..�,a.,.._....�..x., ...,_ ..__. . 1 •'+ ... ._.,.... ,., a..,. -.±_u.rs.•wsK. .,,.... • r . ::... ,__ .ore'-+�+.r_-......- .._._.....uw.rw•....,...r ,�•� � t 1 A G 2 47f i 1 NIMBUS CENTER - Address Assignmemq AssignmentSUITE NUMBERS 10115 S . W . Nimbus a.,e�laz •i •• A � g 1 �•� /� - - er :1 T2� Kt F° a e u s 8 Ala 1r` NIL% pRA c T k c 1.� "'�' �/ S R t%s �-r1'r 3?o v Q c �3Z � � � D�r�`T J41. 1�� . � , �►6 0� c Qu� vase p 3 7� l A • - '� -�.S � � Suite r' 100 159 200 250 300 50 400 500 600 7100 800 900 lb � . r-Ti i �• 1 -. _ ri'! t r ,+ , N_ 9 NOTE : IF THIS MICROFILMED 1 �,r � � � � � -- �, ----,- - _� _.-- 1 - 1 � 1.r7 i [CRAW I NG IS LESS CLEAR THAN MIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 9 Z Z L Z Z 4 Z Z Z Z 1 Z Z 6 Ii T L T i i S i T t I T 6 N L 8 '111111111 '111111111 '111 DRAWING. i IIII UUilil IIII IIII IIII IIII IIII IIII IIII IIII IIII Illi IIII IIII IIII IIII IIII IIII III IIII illi IIII I�Il�llllr� .�l,11I I,II IIII IIII IUlllli ll,�llll Ii tmllllllll IIII IIII,I�II IIII IIII Ilii IIII IIII IIII Illi ilii 1111111111,111111111 llll1llllilll llllllll Illi illi IIII ri "'r i j L. 3d Dental Office Plans For. Cj ANCHORAGE: (907)562-2630 $430 Faktanks St'.,P.O. Box 6768,Alaska 9940-0763 Drawn By_ Checked By_-__ Scab: 1/4-1 0, lin S l-) PORTLAND. (503) 252-9777 4966 N.E. 122nd Avg., P.O. Box 30539, Oregon 97230-4549 _ -----.-----_._ Architect-Designer ^ --_ /�� mom ',i SEATTLE: (206)284-4133 753 9th Avenue N., P.O. Box 9686, Washington 98199-0686 burkh rb ------___—__ tr�rt�(ci��tfCsalsrl �wy�j/le '�o. U—~. y^/� o SPOKANE: (509)456-8310 East 222 SpragueAva.,P.O. Box 7923, Washington 99220-2923 Date Flan # Contractor ---- [ TACOMA: (206)564-7761 4901 Cenbr Street, P.O. Box 11265, War.hM,pton 96411-0285 Sales Representative -__ -- "Dependable Service Since 1889 YAKIMA: (549)246-5441 106 S.6th Avenue,P.O. !lox 1345, Washington 98907-1346 SERVING THE PACIFIC NORTHWESTAND ALASKA Items requiring ELECTRICAL only �/ CABINETS AND i SCELLANEOUS ITEMS: - Checked Items_-L•below apply to this plan The contractor should furnish all electrical,plumbing,and structural requirements listed,as this Is necessary before the dental equipment can tie Installdd The tenant, or Burkhart Dental Supply Go , will furnish the dental equipment This is a suggested - G meial illumination ceiling light plan with specifications for the dental equipment only Check all measurements with the actual building dimensions, or architect's plans The specifications shown on this plan have NOT been checked for eomphancelwith Federal, State or Local budding codes 8 regulations - Cabinets The working surfaces of all benches should ne_-_'height above fkwr,and "depth, Contractor __Tenantfurnish NOTICE: This proposed plan is offered to assist our customer's architect or designer, AND IT IS NOT TO BE USED AS A WORKING DRAWING Burkhart Dental Supplyo.Cdoes NOT authorize use of this plan for any uttkor purposes.and we disclaim all lialxtty if used for other purposes. unless ottlerwise specified . — - - ___- _ &2Wall electrical switch hems requiring PLUMBING only: -- -- ( L 1 - Dental Operating light, Ceiling Mounted Contractor Install elecin �J -,-/ Cue Z Cold wate•valve Contractor furnish and install N/0 Outlet for Nitrous Oxide d Oxygen central supply system Contractor Dv — Central Vacuum Dry nutlet -' Contractor furni h and install cabmeeIs In dl benches In C Intercom signal system Contractor Install wiring nstall t K" recleaned co g, I / �/ cal,200 Watts,and 2'thick wood backing to mount fixture as shown -- —_ ,/ ypP p copper tubing, with all joints silver on Plan $K _L Sink Contractor furnish and Install sinks and shutoff valves,unless txazed. Tenant will furnish wall valves. Numhel s indicate inches .-Labort,tory,`Darkroom,_�usiness ulfice, Private office-_.Operatories.,Consulta N. _ p,K`+Ajt�� VkontiAE. Wig r1Ct O olhorwise s g porcelain peaked Sinks should be sad reslsUn or above floor. Sea separate detailed Instructions tion room. M r/ Central Music system .- stainless steel F -- Dental X-ray film processing tank Contractor rough•in'�oold Electrical outlet box for dental X-ray machine controls Numbers a �-(Zt7 t E �tr> . DJPIE ^ a LI O — Burkhart Dentin Supply Co furnish cabinets in ope,atones Contactor install Indicate inches above floor to center of outlet box Contrador furnish — water and 1'fr' drain td' above floor. Contractor furnish bench and Install hes Volt, floor 20 amp K 12 wire, and ground wire from CM Contractor install recess in laboratory bench top,for casting machine, 17',deep by 21"diameter and in panel to each X-ray control box ^ ✓ M/D Contractor Install sy electric conduit for Nitrous Oxide centra! See separate instructions for installation details_ _•1-/Electrical outlet,120 Voll Numbers,ndicate Inches above floor If not SK �� monitoring system _ specified,locate 12 above floor,or 8' above counter top Z. Burkhart Dental furnish sinks In Operatones Contractor install — --_ --_—_ Ceiling height�Cr.. Most dental Xray mactimes require a ceding height of approximately Ge" Xray head and arra Contractor install the required number of / / r�+�i� stranded color coded wires._ � r Wire plug mold outlet, 120 V Q APOvC (n��r�n r-.9-- _ AC Dental air compressor Conlracter in;toll—. 120 Von -Z 0 -. It this Is an exlstlnq building,the iow wall partitions 10 be construe wd are shadeo. arrar�I:isri;ii(,. ( A F- Air and as outlets Numbers indicate Inchss above floor It not Q Dental central vacuum motor-pump C ontractor install disconnected Tr'"' ~ `J 9 Volt,_L phase electrical outlet fo �_H P motor Contractor speatied, locale 6" above couniar Contractor install 'h" rigidpipe1'h"dram with well vented fro and -- Partitionsto be removed are shown with dashed Imes Xray remote timer Contractor Install the regwrea number of Electrical outlet,230 Voll 9 P' install m nimum I D copper au fines from compressor .n cu;lets stranded color coded wires thread through wall,and instaF valves,which tenant will furnish _ r Q g ✓ Install 21/2 Ib csheet lead on walls where marked _ cold water outlet. Install—_120 Volt,._230 Volt, _.Floor mounted electric outlet. 120 V Co'tlraetor Install master electrical shutoff switches In a convenient 1L HAR::�. PRGVipE.S 0%#.,J r.:, -•C phi'r FACT9Al Z•tit;,i ^� �plisse electrical outlet for�H.P. motor Contractor furnish Floors should be wood with 3 it crawl space, or basement,under oprirafones and laboratory. Contractor install 3" thick backing in wall to mount X-ray machine. �_'' IPS plastic ABS schedule N 40, central location, for the air co pressor, vacuum pump electric F '—' Contractor furnish and install exhaust ton In and install under floor power to the opera oriel,�and solenoid from 36'' to H0 ' above floor, as shown b lined areas �r1e, t -- y hems requiring both ELECTRICAL 8 PLUMBING: �/'� on plan See separate instructions and pian Laboratory,—Lavatory, Darkroom(Light-proof). O or equal,or per local wlcbng codes. Install wiring for remote — rr.Lll y. -- 111 switch to shut off cold water to the operalolles T Telephone outlet Dental lJnrt Gmtractor Install cold water, air fines with shutoff control of pump.— install outside eAhaust for pump. �A�K, �r�ptltG "t' 2.�V'd FOk ls.t_ M�_� .� DA — Data processing equipment Contractor furnish 110 Volt, 20 amp valvas. var_uum Imes, and electrical Also install '— AtJt AuIt1- (NS+dI: cJ{v /- wiring,on separate circuit,grounded waste,—gas,—hot ater line,_low-volt wires. r�� -- The required dental Electrical and Mechanical ate are not_shown on this plan. t-�. ,n.•ov Contractor connect to Unit sub-base par plan# ✓ Hue Hot Wator ta'ik Contractor furnish Aulomatic film processors in the Pano�amlc type X-ray machine,weight 1200 lbs Provide adequate floor strength Install 20 amp • 120 Volt separate,circuit,grounded U.L / O — Central Vacuum Wet outlet. Dark Room ne uue about ii m water et 80"F ccnUnuousl Thus, �Mlsc.items v q a P y c _ ri �S' W1 -CwuTlf S/JR3A" �ONTR^CT0F_ St1STA�l Cac.o r1AifAiA4_lL E-!_r- .tctR'uu. the tank should be of ample size ., JE7^e_.4 Nor.r_ orate TO .3 4w rtJS 40AAr- W-it6 iR`iity . �� ✓ hJ:•`L`�`I�T L-�-- O W/�.1� Ct.1N 1'JL.c.L.- t tJR K+•kA.Rr /t..0 v i la�:r -' �cN T�L1'�„ T:wtkt A 4_1.W1a "lKi Qom— O`C� I --1M' 26Z II6.4 f J lit s 7 Y. ��• A w / WG I or Coiiiiiii Milk,, 1 / (L-04- �7r 2-'li►tNura,4r►etissnt ♦tD' rp" '� \ `- •-' _- \ l irI I � 1 J Yx • e s • 41A'r r . ►�.... ..x.- � . .:.. .Ile lot I ♦ �fl '111111 , IIIIIIIillllllllll ► II ! IIIIIIIIIIIIIIIIII ! IIIIIIIII ! IIIIIIIII ! illllllll � lllillllllllllllll .. i. ""'��.-...� I NOTE: IF THIS MICROFILMED � � I � � I` I I I I I I I I I I I I I 4w-,_.. . .».__ ... _ -__._ .. .. — _.... <ls�a,.•:-.. r I bI DRAWING 1- l I P[', IS LESS CLEAR THAN --� THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL r DRAW IPC. Z jZ Z 61 II►fritiiiAll i � lllm iiiI 1 �Iii iI�iil�ii� 8i�iilii�i B�ii.liii► iLiiiliiii 1`111 8i1iliiQ iilii ►iil1111 '111111111111111111 iZWirdil JUNE 1 19 9 s f Iva GBNLRAL NOTES: —� 111'q -_-__-- -- +D 1, All work shall be done in strict compliance with original �- y�- 1 j wpildia cifications and/or local prevailing codes hicberer is the: more stringent . I � I111..�,� (�` I 2. Verity all wor,kxnq conditions and report any discrepancies _ �� ►R to Architect prior to st4rt of work. Unless otherwise notedP � V i in writing, submission if bid for p.oposed work shall . �`�' '� MUM SOK � AZ-400447&", G�-+►.•I►�- k1' �f�' constitute acceptance of. said conditons. .y 3. These documents show only non-load •laearing partitions, no a ...ctural changes. Provide deflec-:ion channels is I 1Z- OF I I I required. I - - 4, All mechanical work shall be pertocaed. in :ccrodence with p J` originrel building specifications ani/or prevaiXing 1Qeal codes, whichever is most stringent_. Provide adequate supply' �4wM /lt ipA+E .�"'`4` .�`I'�!P�5 and return to a1.1 occupied spaces. Review grill locations WBL . 7 �� iM �r• l ,�" qp1, 1' ( exCepr ,dais CJ"rFrt�",K.„4 it&e. with Arbhitect prior to start of work. � * .� � Qt"�Ab ---- I *♦pr'"L L� �✓�W P'( 611& rT�� ANP - .r�T' �'m, X11 1�6Q'D. I 10H �JIIZE,►�(�,r+"'J 5. All electrical work shall be performed in accordance with ♦Nt�' - ; -- - --- original building specifications and/or prevailing local i low. G� TO e: I - --- I I�p „• T I 1 ?b FoCr''! ''�P Tl.o►+.- n codes, whichever is most stringent. Verify electrical 2 � sAMP ,/ �,, p1•�ClM� ��..� 0 Our � bo � demand with exieting panels. � pK��;�{ �,;,� �,�,� � CvE�PY, w b II 6. 4" rubber base thru-out. Carpet shall be installed after walls have been constructed. Prepare substrates as required ` % ��'�� e� � L for heavy use and long : ife, in4'rG*-�SC�' ti �l� _ - - ��C�!-1~ <<•�►i�- ?' �M '*d �j�. 7, All walls to receive 5/8" type �X" �YPe�um wallboard, - �IDD�1Z. eC•1►'JLD. V� Purr-out existing walls as required , 64-400'7V4 finish. Al..L surfaces to be painted shall receive one coat latex primer and one coat eyge'hell latex enamel.. Colors to be selected k .. b Architect Ito Za. LW-" Ape y �' ��►-- - - • - -- - --- �aL4-4. ��16`L , 4EIPA446 B. Labor shall be performed in a workmanlike mannec , by � � � 2 r 1--�»•--- r - 1HC INTSON i d experienced in their respective ! ___-- mechanics skilled an xp p � VAIV�.J_LX1 trades. Work throughout shall be of the highest standards rl to result in good workmanship. ASSOC_IA1 ES 6&LI"b COICID 9, Mechanical and Electrical systems are bidder designed. ARCHITECTS -- --- Permits shall be applied for separately and pair'. for by the �1 • z" 2 _ ! AIA Cbr.tractot. _ +12� (1 1010 SOUTHWEST ELFVEN7H 1 10. Coordinate work with adjacent work, and cooperate with �� Pc11-PHRI N F: (503 2297105 I 2 other trades so as to facilitate general- progress of wuzk . � TE -U660 � 1 1' 11,. Contractor shall pay for all permits. I��''i-}Ib►�t C.�U�� I � � _ 1... ��•,�+�`C' IDE Toilet Room Accessories Schedule ..i!`iL "1•E>'"+a1"f'1•j ,(� i l Mirror 2"x3' wall hung mirror. w/concealed fasteners mount tv° above lavatory. -; - Toilet Paper. Babrick 8-685 1 OF D4 qr-c!nser _ / LY O!�i Paper Towel Bobri ck B-263 I Dispenser 64 bp"Mr tIO �'' Water Heater (1 ) 5-gallon water, heater. -- - i T Ems' ) aet b � =Mj I I D I I I -1VTI � I � I `� •�'-�" '1:8,1' ilk Ili . 0. -4 -. --- .. • ;• I ►`��-'- � � � � _.r.--_-" _ CIS GhLG.�rr -100 6k!;I 1x&J`'!p, '4L`'.JCJFr 0 - ---- i�lC�ID If�+�.�tJ1.-a'1"( APPROVED FOR CONSTRUCTIOAi�,II T .-r �,C,'Y.�►"�"I l�1'ti h+; '11Ct-4At'�T' 1 CITY OF TIGARD ft G 0 . ( PERMI SITE ADDRESS_ ' B ITL AT +1� FP Y E 1�4" I'• The uhdtwsigned has reviewed this drawin and arccep its o opt I . 1ALAP /�.r�.., and specifications as stated herewith. Iql WAMWaft - -. '' '" ♦ ...` '. `� ... ._.. . -. .. � � '"P'a.+�'� .�.W'. ��. _ _.�a.Wr � _.:;:.x;_,_ _...�.. ,,,,,..,ate,. . _.. .. _ .. ._.. ,.�- �7.IMV'RI�M,,.,,.,r,rr�r,�,,.. ' 111111 1111111 � 1111i1 11111 I 1111111 11111 1 1111111 1111111 1i � 1111 1111111 1i � 1111 11111 1 1111111 1111111 1111111 1111 1 Dill 111 �11i1 �I:..11il�li,�11 1 1111111 111111111111111 11111 1 ___ � _....:_._.._.:..s..,.- .. NOTE: IF THIS MICROFILMED DRAWING If, LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S Z Z LZ Z 4Z Z •Z Z TL L bTI Iirl DRAWL;. J I IIII�IIII�IIII�IIII�;�rrllll IIII�IIII IIII�IIII Illl�llfi Ull�llll�lttl�llll IIII�IIII IIII�IIII IIII�IIII IIII�IIII�IIII�IIII IIII�IIII IIII�IIII�IIII�IIII IIII�IIII llll�llll IIII�IIII II1 N 9 1 0 0 1 f�_ _ .... .:. _-:. .3 ..: :........ ..i:_ .. .. .... ..... .. _ __— - e_Y..ii.d'f m..i•._rw:.r.ni��.Aef.,:...iY:GYeY, - ._..__ .-. .—._��_..... -- -. r._...ewr.wr.rinr.-..re.,n.;. r r -,. • to ..-....•.._.,.,..•rVvrr.- .__.__ alit-e..... . •. d ';NERAL NOTES: r� ��♦� 1 . All work shall be done in strict compliance with original building specifications and/or local. prevailing codes ' ERT L. THOMPSQN1 C''1 wkiiche-ver is the more stringent . 2. Verify all working conditions and report any discrepancies nJ ;.AND, EGON to Arehitect prior to start of work . Unless otherwise noted r'', L� � r ;.,,a,• in writing, submission of bid for proposed work shall ( �� constitute acceptance of said conditions . 0►;j1- 3. These documents show only non-load bearing partitions, no structural chan'les. Provide deflection channels as required. 4. All mechanical work shall be: performed in accrodance with ,,�bqC ; ��'T• original building specifications and/or prevailing local codes, whichever is most stringent . Provide adequate supply 2E,�N610� and return to all occupied spaces. Review grill locations with Architect prior to start. of work . 5. All electrical work shall be performed in accordance with original building specifications and/or prevailing local coder, whichever is most stringent . Verify electrical demand with existing panels. rubber base thru-out . Carpet shall be installed after walls have been constructed. Prepare substrates as required for heavy use and long life. : 7 . All walls to receive 5/8" type 'X" gypsum wallboard, - f.urr-out existing walls as required. "�, finish. All ��SoE� � '•'�^� THOMI'SO�1 (surfaces to be painted shall receive one coat latex primer CoAl~ LE'LIWO w/ VAIVODA and one coat eggshell latex enamel . Colors to be selected G �^� by Architect . 2'r4 J% A .�'( ►� C� I� ASSOCIATES 'TILE , - ARCHITECT& 8. Labor shall be performed in a workmanlike manner , by 4T.SI AIA mechanics skilled and experienced in their respective trades. Work throughout shall be of the highest standards 1010 S0 0111wtsT ELEVENTH to result in good workmanship. PORTLAND,OREGON 97205 �,E' '•Jh MTV LIbIrT/1/EhJT 1ElEPF10NE. I50I1221i-ObbB 9. Mechanical. and Electrical syste!rAs are bidder designed, iJNlj - E•Vi,4AuS•T WNT t Permits shall be applied for separately and paid for by the - --- To 4 'e-EK106L, _ Cont tactor . — ........r 10. Coordinate work with adjacent work , a.nd cooperate with I wf �� -�E� wD FQ,,,►�E of �r trades so as to facilitate general progress of work . # 1 3UT'!S !S2 56 11 . Contractor shall pay for all permits . —+-- -- — -� LIVHl cI�cTUKES _ ( �n EA. LAT( wwi '' A 'o5 v2v F-L UOQESGE ti'r , .f...• .3. -G-7r ��AL_�r'• . . . . 4 A�N,a D•rS N 1pEAS� - E�L EEQC,Trr<>rY i LA, �Le.'xAS'UPI lyey y 12 . T . 11:� *4tAZ - Toilet Room Accessories Schedule ---- ---- _ `r_,111,041- LA•fou" ToCl „ fit„ c, p^ 47 1,RA Of Mirror 2 ' x 3 ' wall hung mirror w/concealed ,N•►^N 70 FoOKE- ,)ooh, vJ! PAiti1EU peA E � ` h''t�VMi" l•ATGIa fasteners s mount above lavatory � %;i^ A,. Bor~ " . et,2oJtsNGgtiKE ;CrA4 -1A,EQAARE CUT f, �� GO' l7K Toilet Paper Dis . Bobrick B-685 p P ✓ 30 , hQp0V6e K N i!.14 Erb r'LLOFL, Paper Tnwol Dis��, bohr i ck B-263 I Water heater ( 1 ) 5 gallon water. heater . Wall Legend o c- •_,_ Existing concrete block wall - - : \'�1 • Metal furring @ 16" o.c. w 1-1/2" rigid insulation yy 5/8" gypsum board (W. P. @ toilet room) 6" metal studs 0 lb" o. c. (secure to roof ) ---- ---- ---� G,�vEI R- ; batt insulation : 5/8" type "X" gypsum board (W. P. @ toilet rmJ ------- — -- 5/8' gypsum board ' : 4" metal studs @ 16" o.c. : 5/8" W. P. gypsum board (toilet room) The undersigned has reviewed this drawing and accepts its provisions and specifications as stated herewith. ; y I LR Date J F7% t7lMlylNC� t�lA6►. J l TO uMr�"'a! OF' • �' AL U kJ 1�( 0 -. �-- >�� fl/S `Sl'pJT�M - ._..._� 1�.7'►.7 - +�IX�PErJDlcG Gi�'L!NC� I � , ,. VF !�wE+t Fart _._..�._ PX*AP fa : APPROVED FOR CONSTRUCTION 40 •• hi ..91Ii4l N �! CITY OF TIGARD _. -- - - -=AL �� U (�J.�-� SITL ADL RESS_1 4 COIIL� IL IPERMIT BY __- TITLEDATE METAL. PRAM141v N/ 340 118 WWII- 14UL- 5/ (!fp' Pel? �:►�1 - - - � ._._. �---- - --_,. M �►� 6Tuus �.. C �,�"' rJ G E 1, i �+f� �'LA� �.� f�I - Fil , +Cr 17•' V V .� = — KT� H�A r,) 0 6J_r5 P r;, . � 6.1N EY VOW-,"��1lNMrai as Air pel>� IeWF � r ! ' � Illylll IIIIIII IIIIIII V VIII IIIIIII VIII I IIIIIII IIlIIII IIIIIII IIIIIII IIIIIIIIIIIII ( IIIIIII Illjlll IIIIIII VIII � IIT � IIIIIII' IIIIIIIII �,JII I IIIIIII Ilillll JJ I 1I I 2I I I 4� 1 5( I 4 �I I I..L L 11 1b 1111 1}2 L 1_— - ------ - L NOTE: IF THIS MICROFILMED � DRAWING IS LESS CLEAR THAN -- - THIS NOTICE, 1T IS DUE TO _ - THE QUALITY OF THE ORIGINAL 1111111 F11111 DRAWING. 11I� Ill 11111111111111111111I � '111111111 1 11111111y11 �1111 � ��I�ii1111111if .a.. 14111 ,11I1I �-� � 1I11I ` I JUNE1 0 1 99 y. .....nn -.w..�lbvlr.r.a..Y.Yi.►..�w..w.enw_.r... Y�.M� .0�,,.�,� ndil►� 4'; '(� �` '. .y .fir i •y j NIMBUS CENTER - AddreBo Aseigament/SUITE NUMBERS HAROLD MUZ/1TK0 10115 S. V. Nimbus. Construction manager %. D� __ EQUITIES NORTHWEST •• SSSO S.W,MKedarn Are /Suite)lO/►ord4nd.04VXP/ISO)t W-0411 1 ' i r I •, % t r ` I ti C t-Asmc V A�I`!tY YA t Ny V F a ca MS WaGa�1�' V tiC�. 1� p w Tc=G N V v►O R ca-r i C6 1 9d61 Suite 1 100 159 200 250 300 350 400 500 600 700 800 900 JfI I top a____ /01 Nano 4 �� IMS :, �, ,• �y '9t r r � -�' ' i i i l 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 i i i ! iii i i i i i i i i ! ! i i ! i ! i i i i ! iii ! i i i a Ili iji. � � ! il� lil � Ili il ! il ! lili il ! Ili ililili � •, NOTE : IF THIS MICROFILMED ----- DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO — -- — -- �� THE QUALITY OF THE ORIGINAL • If fl 8UII IIII IIII IIII III. Ii�l IIII IIII IIII IIII IIII IIII ZIIII IIII II111611111111.1. II IIII IIII IIII IIII Iilf IILi T IIII6liIlli �IIIIllLiIII! 911llli9llllll1IIDRAWING• : 111lIIlllIlllll1111111 'IIIIIIIIIZLIIIIIII Al, 1 1111Im � il IIIIII111IIIIilTIII,I 1 II�aII ' JUN wMw..,,.�► -:,-...o... �. ., �'"`"""""x'-�-,os n..,M•."�-yy�!. .- :eev-.-_'.....,a.�..,�.,N,�.R *it I __ d Notes: Wall Legend Toilet Room Accessories Schedule 1 . All work shall be done in strict compliance with original building 15. Floor covering allowance is $400.00. Existing concrete block wall Mirror 2'x3' wall hung mirror w/concealed fasteners mount specifications and/or local prevailinq codes whichever is the more Metal furring @ 16" U.C. above lavatory. stringent. 16. All concrete floors shall have 2 coats of sealant . 1 1/2" rigid insulation 9 5/6" gypsum board (W.P. @ Toilet; Room & Boiler Room) . Toilet Paper Kubrick 5-685 2. Verify al ! working conditions and report any d s .repancies to Archi- Dispenser tett prier U, start of work. Unless otherwise r. ted in writing, - 6" metal studs 0 16" O.C. (secure to roof structure) submissii.fr. of bid for proposed work shall con�. a• , Iur.e acceptance of k-19 batt insulation Paper Towel Bobrick B-263 ':ype gypsum board (W.P. @Boiler Room) Dispenser said conal fins. 5/8" 3. The docurrnts show only non-load bearing part 0i ns, no structural 5/8" gypsum board Water Heater (1 ) 5-gallon water heater. Mount below lavatory. changes. Provids deflection channels as require ;. 4" metal studs @ 16" O.C. . 5/8 W.P. gypsum board (toilet rm. & boiler rm. 4. All mechanic.:i work shall be performed in accordance with original sides only) building specifications and or prevailing local codes, whichever is . 5/8" gypsum board The undersigned has reviewed this drawing and accepts its provisions most stringent. . 6 metal studs @ 16 O.C. and specifications as stated herewith. All electric.Il wurk shall be performed in accordance with c:riginal 5/8" gypsum board building specifications and/or prevailing local codes, whichever is n>Ust stringent. Verify electrical demand with existing panels. ----- - — - �- 6. 4" rubber base thru-out. (Exception: 6" Base @ Toilet Room) . Leasee Date 7. All walls to receive 5/8" type "x" gypsum wallboard, furr•-out existing walls as requires. No texture, smooth finish. All surfaces to -- -- - - -- - be painted shall receive one coat latex primer and two coats eggshell Leasor Date latex enamel . Colors to be selected by Architect. 8. Labor shall be performed in a workmanlike manner, by mechanics skilled and experienced in their respective trades. Work thru- r -t shall be of d d the higKest standards to result in good workmanship. , 9. Mechanical and Electrical permits shall be applied for separately and r�G� ^-�b :d�;F M!""iE=HEZ-1 " •`+C-77 paid for by the Contractor. c < I �. �.<. ►� !� �s�IL-ER 29n::P1`0, lU. Coordinate work with adjacent work, and cooperate with other trades so ( ,.!r�+d M �r r1'Cv a;yC'fL�i�L £�,..16F'E "`tDC.J r as to facilitate general progress of work. " �~T � FIZpM Awb� ��- � �`�� 11 . Contractor shall pay for all permits. _,_ u - ett . SVT �.i —Et`�•�•r�+"' 12. Provide power for electrical signage at fascia. _ W 13. Provide 2N gas line stubbed to premises. I I I ' 1 T HIOMPSC:)N 2.6 �8 G .,mac; I I I - - �9` VAOVC�UA & 14 • Provide swamp cooler and Gas space heater sufficient in size to - - �°� �-� �aG'C!'�T ��'{ I , I I - , r ASSOCIATES condition tenant space ( in lieu of H�:cC system) . Coordinate location I I �-�'`�--�T� �'�''r�"� 1 %'� - �L�"'r�� -' AJ7t. GATES with Tenant. ARC 111TECTS 6.G, 'z" C6 AOA E 4EaLCEZ; I i I I ..--- --- "'�I•'1 L.a.O I�.J"� /A`iZ✓,'. -F. I ZUNI ti(K1rHLVEST ELEVENTH I I I PORTI AND,0KEGON 9 710 � 42 -7-0 A'/2 XW+"2 40 rEIEPHC)Nf' j301) 220-06f,8 ''• 1�J''�1�Sltiic:�' r�+A�..�-- `"� I I I ( .4�COu`�I(�►L. GSI L..11�1C7 �.�+ I I � 2' i I __ I EiA �C�^�� /�►IOC !� 'z.lC � a G� �. .�Y I I I ----- KI E,A• r-L./ TVEfp 4b(.. 2U I r� Gf�L.I(�ib TILL i i 3 �► �L F__r_+C.EIC� yVln Ho 21 lel �*: I q G I I , r-' �,It .rG h-1 G C�✓GIC CXL I.P'F' F_ta �I Z 511"1 I� I p� <2 /�id..I'-+EL_,�cr•1 ..�.- �FJ'� I i -i L _X.�" G��'EK_ T�;cu[.�'�+F�''" 511 \_1 ,• 4`C�' I \A� C.G.�p�'i '�•C.QU�IZ.�..�''E—';7j I I I I I i _j \ I � J ., k I • I I v rcf, '�(JT CiCj" rTY�I� I I \ \L——1 10 �^ _ 21b►D I t�14UL,o.T IC.x-+ I I �!✓G Td �+ r- I I ' C) • ' •'\ t2• I� e7d. If`�.JUL.,.�►. IC7t-+ _ �� I � �,.,.E �I,I�Y�I�� •.� c".GILII'�-� i ' { i �I � Z I � vr-•+p .�-r r, T L,!'� IL----- APPROVED FOR CONSTRUCTION CIT1r' F TIGARD PERMIT 0 ! E ADDRESS I 4A BY _TITLE — _. _ _DATE ; C.) Ems' �bC7l C.a�t`�D �,.,J�'�� .�J�_l�� MI��II�Ca �Al..-L.. _��c� ��r�u • oZ T� ra AI's V1ED BY: PURL _ R I TOR Gr�r-tea�'�" ��,�z.0 GT��:2 � �-ow . �r�,F� �cau.^•�o+- -- I S�•�III ----�- 'u'-6 _ x.11 �R�,�/I�L� mb�.ICIC OH PLANNING UYPECTOR 15 10 0 ?arm L_ ��..�� 0� PMr1� AL.e.eaW&q W/TN 00 lam rT J lA �,o,►�� IVa...- ... _ _ _ 4 �..I�`"�b J�+�.�.►,... _ / �i `-�" � /� • _ _. S IIIIIIIIIIII 1 III{ IIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIII A IIIIIIIIIII �15 ' IIIIIIIIIIIIV Illllllllll� IJill ll!IIIII 1 ulIII � III� IJIIIII�I 1 IIIIIIIIIIII l IIIIIIIIIIIl _.. ._ .. I i 14 NOTE: IF THIS MICROFILMED L - - --- -- - ---DRAWING -- IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO �11 _THE QUALITY OF TW ORIGINAL ZitLI full ET [ iDRAWING. !, �,;III !iiiIlluii iii ��ij�lI Imlllll 111!1!1!! i�iilii�� liiil�iii iii�lii!! !��I!lu,!��I�I�! �IIII�I�! iiiilii!! i!iili�ii �iuluii iilil!!!i !iii�i!i 1 0 JUNE 1 � �. NIMBUS CENTER - Address Assignment SUITE NUMBERS 1UZI1TK0 �- � �' � 10115 S. V. Nimbus. TIfES NORTHWEST% Z Am* e 17�i�•n4w1.AR man i1 m�1 f • • » ,! I r•�1v \ 1 CA ••'+I %A%nc rR�� Vic�� YAe/►a� CZ�o a�t � ..� 0 �C%M#4104 itsF A.cs MY vhC�+iT Y�.0 C w Suite I 100 159 200 250 300 350 400 { 500 600 \' • 700 00 � 900 . r � I .A* sbt ..s ►v.,A,r ( 11411 IIIIIII IIIIIII IIIIIII IIIIIII NOTE : IF THIS MICROFILMED 1 VII- IIII IIII- III I -I—IIIII -IIIIIII VIII I IIIIIII IlI � IlI IIIIIII Ilill I I jIIlIII ! I i a.I.II 1I1li I,� iI�! 1( (22 1141 II7 10 DRAWING IS LESS CLEAR THAN ! I � � �"��°•"�"""�','�- - -- -�,- • � . ' THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORGINAL T Z L � T t I � E I ._ I [ t_-_ T � 6 � L 9 9 � � Z ill, ,. rill DRAWING. IIIIIIIIGIIilllilllllllll •,I h O C9) r� ` � - � c��: +toe t I. rNontl�soN� E '.� xTL►rte . <! hl b+tc -+ZE T�Ac K ) ��Ir`tp�-T �, '1� ' O 2.� ' G 1 �r7il D IYL "�IUL:r`'�'T'1 r"'it.3 }' _ A2 PORTLAN1) URF,,Ci1 r �` OFO�� - ... 4� :ZJ r1 ;.AMP A } 1 ►tl P Fa?�T1JK66 0 NIP r o It& R.El.?'�, P Ph P - -- - _ -- f--�� I _ � v, .,. ^ C`. � � r —— �ttC�►✓�Off. � G-a+,.. F7 P 0 -- ` HAu�; -'� pL.rr4siD� ,,,� ,� �� °'� TH t'SflN y r Top 0( E ��P � VA I t_)nA & � - G�II�Ir•FCa �+��C�-+"'"�g-O'' _ - --- `' .. - ASSOCIATES �, S -o" d'-o1 1 Py•c �•o -G „ �I,•o" y AS.��CI TE_ - 2,�2 F�uo �c.��-rr o �` Ai�C`� �I7 ECTS t1-1 I- it % 11 > ►-''!4 K G�.�°=�� A I A ! N ' '� ; _At✓d'T'C 1010 SOUTHWEST ELEVENTH - - xTu C�`►'� of 3,` , --�----- �p_ _-- -) � I 3.. - rR� t 0 v ` v ` POR LANE,OREGON 972052 TELEPHONE: 15031 220-0668 XGAVATE Nc .EI - - _ GJi,Ur Cx'•..�.r�t� �., �.�� '..__ � i ��F'f��( ' � � ♦ l ,�►, �''-__ _ _ � F_ooQ ��,�ti MouF�1 \ x p L ( GRL�1✓ .Gi" 'R� Co'•U' ;, > > ti» FLUN W r TOn (,'F Sly,, J t Yy �, ap. vE '�•*+ , F�s'.iryR.� ''{'d • ' 2 .3 ! 1 g /~ 4l' Gc7oa G�in.A'ffi Com' ! Y�� .� j - - A'( SWIYr✓++Eb GK coH A /,� 10F OF- ;i.:1 5, p' A Com+ C w►•-+fir+ - ✓ P1' w, ` Q — — ��Er�.� GC.�►2Da-+A'1'L�. �� Y �''1?G�/li�. �1.JG� � V fo `0 W n Z < w 0 L13 �j 0 }}4 I F-• i Cn W " -_- _------------- -I -- -- -- --- O _J �I > 4- ---�.� = I �d a coo Notes 1.�`.=. Door Legend — Finish Legend 1 . All work shall be done in strict compliance with original building 15. Provide and install 6, 2-lamp fluorescent strip fixtures suspended fromz Floors ..- specificatic►ns arid/or local prevailing codes whichever is the more roof structure. Locate and equally space in corridor to the west of Door Number stringent. tenant space. Type of Door 1 ) Carpet , 2. Verify all working conditions and report any disc:repanceis to Archi- 16. Provide 4" concrete slab w/insulation vapor barrier, control joints, A. 6'-0" x 7'-0" U.S. Aluminum 2) Exposed concrete with 2 coats of sealant. X100 recessed Pull Bronze � tett prior to start of work. Unless otherwise noted in writing, reinforcing and expansion joint as required. Walls submission of bid for proposed work shall constitute acceptance of Storefront Door. B. V -0" x 7'-0" U.S. aluminum 1 ) Wall paper over gypsum board c ) L 1 said documents. 17. Provide and Install corridor demising wall built 5/8" type #100 recessed Pull Bronze 2) Slot board (supplied by Tenant) "x" gyp. I1, board over 6 metal studs. Storefront Door h _ 0 1 'I -� 3, The documents show only non-load bearing partitions, no structural3) gypsum wallboard with latex paint. _ changes. Provide deflection channels as required. C. 61-011 x 71-01' (B-Label ) Painted 4) W ,P. gyp, bd. w/epoxy part as per UBC. Solid Core Wood Door 5) Storefront window system (NIC) e 4. All mechanical work shall be performed in accordance with original D. 3'-0" x 6'-8" Painted 60� C; building specifications and/or prevailing local codes, whichever is Core Wood Door Ceiling most stringent. Toilet Room Accessories Schedule E. 2'-6 ' x 6'-8" Painted Hollow y-,n ceiling { � Core Wood Door 1 ) 2 x 4 is g (painted w/non bridg ng paint. Mirror 2'x3' wall hung mirror w/concealed fasteners mount Color selected by Tenant., building specifications and/or prevailing local codes, whichever is 5. All electrical work shall be perforn►ed in accordance with original above lavatory. -Hardware 2) Painted W.P. gyp, bd. 0 (See Hardware Schedule Below) 3) Unfinished ceiling most stringent . Verify electrical demand with existing panels. Toilet Paper dobrick. B-685 - Dispenser Hardware Schedule ► 6. 4„ rubber base thru-out. (Exception: 6 base @ Toilet Room) Paper `\ 7. Labor shall be performed in workmanlike manner, by mechanics skilled Dispenser e1 Bobrick 8-263 Group fl Standard :l.S. Aluminum Hardware package for ;]►100 recessed pull storefont ' and experienced in their respective trades. Work thru-out shall be of Door w/I_CN "Smoothee” door closers and weatherstripping package. • Existing concrete block wall the highest standards to result in good workmanship. 9 — 9 _ 9 9 p• Water Heater (1 ) 5-gallon water heater. Mount below lavatory. • OJCODfurring 8 16" O.C.; !-'/ 8. Mechanical and ElectricalGroup N2 • 1 1/2" ri id insulation ....�.... 1 permits shall be applied for separately and paid for by the Contractor. Y 3 pr. Butts 0 x 4} 625 • 5/A" sum hoard (M.P. @ Toilet Room) 1 ea. Latchset AIDS ORB 626 The undersigned 1 ea. Flushbolt 626 �•••••••••••• • 2Ku ��pstuds @ 16" O.C. (secure to roof structure) 9. Coordinate work with adjacent work, and cooperate with other trades geed has reviewed this drawing and accepts its provisions 2 ea. Floorstop 436 626 • R-19 batt insulation so as to facilitate general progress of work. and specifications as stated herewith. 6 ea. Silencers Ives No. 21 • 5/8" type "x" gypsusi board (M.P. N Holier Roan) 10. Contractor shall pay for all permits. Group N3 1 • 5/$" yypsurr. board -- T- — �- -- 1} pr. Butts 3f x 31 626 • UG- y� st•-►ds @ 16" O.C. 11 . Provide power for electrical signage at fascia. —� 1 ea. Lockset A53P0 ORB 626 • 5l8 M.P. gypsum board (toilet rm. , A t e t .2 � � ,'(� 1 ea. Floorstop Ives 436 x 435 626 sides only) `� 3 ea. Silencers Ives No. 21 • 1!1/6 *Ir' pe x �c� ! L- + i' �"'uC.� @Ifs►'' Q 3. All concrete floors shall have 2 coats of sealant. Group N 4 • 0,,44 -�J G51 G, 14. HVAC b Electrical system is bidder designed. ` 'T'�-;��''+ 1{ pr. Butts U x 31 626 • I�, i� I!`i�jL.1L.o" �C� i WFZJ•!� �L`'TI ?`+ Lf"'1,.JD3 1 ea., Latchset A40S ORB 626 1 ea. Wallstop Ives 4071 626 • 3 ea. ii !enters Ives No. 21 • � ✓ � � X11 G •--� �. `�., � � . - % "��infi r , q . '""'t�. n_ •_ .. a �w.g .,�,4poA'ryat«:.I. _ ,,:�� / ,1.,'y.. _. - � !y `- . ..fir"_ -�nrn•�'�wr � �"" ' 111�1] I IIIII ] I IIIIII111]IIIII I] IIIII VIII I IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII I]IIIII IIII11 ! ! 11� I IIIIIII VIII Ijillll I I]III ] I NOTE: IF THIS MICROfIL.MEL 41__.�_I--4jl___ I I • I ( •.►1.• 9 �I 10 11 I 1�1 DRAWING IS LESS CLEAR THAN �- _ _ -1 _ 1_ _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S a Z LZ IIIIu11111i11,1,11111111,1111, 11„II111 „ 11i,II11iZ11,11,11, Z11111,111Z11111111I1L,1111,1U,1Z11„!118,1T1„11111 1„I.,,111II,]_I hi—ll 1I1 11111u i1111111N �I�ulTIZ6III - 11I,111,]]18 � 111►111su111t 11u1I,111x1i1L1L1 111 8DRAMING. Z 9311111111IT JUNE 1 • 1990 • y Y � a� ' ►�G7� �Y _ - � :` �,.., - f +t,- I�► STT r-�b�;LATIOr+ � � Y • x�� ROMPI I. THTAVSUN�r EG�ui �� I • PORTLAND,Oi (1rr 1111 lTT w _ : 2,c i2 Or-t i; IN -Ey i �J 2X•4'��Mi�C i GOt-t�ITI —I �'b NO-isle c",gy p _ ' -- g�,�'T• '- o FR�O� V2 -T-M- o 4ruL:y1 I~J ' GC�N+�, ta►�b I �lo'' 4. G, �, n � 11 I �/151ON � Go w15 - �.av� r FI�✓HED J F'..AY I •'T,�R M ,�.` L I r"'fG� D�T�.�L 5.. �T �G�.rz� )'�'�611� � b �L L ;-.JAL.�JAL.l.� 2 � 4 � 2' THOMPSON The urdersi gned has reviewed chis drawing and accepts its provisions VAIVODA �;♦ and specifications as stated herewith. tom`-tl�Ihi(�► ;�1Aar.l... � ,� - ASSOCIATES 2 �" y CPS: rte• - � �rz ,,ao�.-r�.� ARCHITECTS .` AIA &EA -Ir'i�' ` � '�F_�~�� Date 1010 SOUTHWEST ELEVENTH PORTLAND,OREGON 97205 -� TELEPHONE: (503)220-0668 :J li � � o �, }� i .�� r, ..,. � �4 ,�4 GULuMH • - 1 NA" .4-411 IL ,, � CN►�►GA+-, G �• I .'?T If .�LJ�.�"�10?'-+ ��M �1 �N�a.-*•E iU G.v C?Y'' �Y �:? � � biM. � r � _ �E"1`� � �y OIC �✓�c:�E F e� i V C ?[pPl"(I�G wLOf"1!i U � 2 �C �IaLIJa - JrMI�I1~�C� WAL= ELLS C`. N�1" ,�11ti}t��l ��-��/�T►U� �,gs -o Cv l i ,20=. i'-p'' 8 �� us 1!0 u 4 eTA lov I-Coll ! /, FINIS � `�i _" r, .''--' '• r _4' — '+ '• i + �► N 4s?L Y• , �� f/4 FesjMMM_& r a� 1--' pl' rCpAb p�',R ��F� i'�,�•T� �1. �� - ,. III III Ili 111 Ill Ill Ill i ( 111 III Ill I I Ill ill III 111 III III lid Ill 111 III Ill I I III III Ili i IIIll III III I I I I I I I�I I I I� I 111 Illi I Ill Ill � ;llllll =_ NOTE: IF THIS MICROFILMED L-- � I DRAWIrK, IS LESS CLEAR THAN — --- -----..- -- -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z I L7 L 4Z Z L Z iL L 8t i Lt t t t tI 1 O�t 6 18 L �8 9 ► 8 L l ,� „1 1 DRAW I NG. III lllllllllllllllllllllllllli IIIIIIIIIIIIIIIIIIIIIIIIII11111I1111IIIIIIIII IIIIIIIIIIiIIIIiIIIIIlI1111IIIIIII ,�I II► �,�III illllllll 1111111111II1111H I�u) mll it Illllllllllill�lllllllllllll II�III�fIllllllilll II111lIlllllll�llllllllilllll lllllllll lllllllll Illilllll 1,ll�l.11f JUNE 1 .. 19 9 0 .. ...w�.w......rl.ww..�.. Yw...+�lt.,.r..w�Mw/iA .. .. -.__:.cs... .-jpw-Y.4.:__...._.- .steer mxx.: /� •r "•�"^,'r. �+ - - _..+.fir.. _.. __ 1...y+�w�.�w�..sr�.t�\r ]�`A19{yll�li�lll� a...a :�%..- �.y..'. � i.. •♦. -... .�� ..z..n .. ii __ •'-a,�.pl�lRDifbTF a ..-, s s IIAROU) MUZATKO f NIMBUS CENTER - Address A88---_� , nmnt SU1TE NUIIBF.RS � -- -- --.e—. / I °A/Iluc,..n"+�^��•• 10115 S. R, 1111o_bus Ql�1tc� Jt UI TIES NOR THWE % T -1.4-A.1{,A11M.A,4r1(':•f 1Y1/IMM U/Nil �' •• ., .) •YY 1 r- L • v\u►c RIGH•\ VAC A,1tY YAC,►a\ VAC•w� CL10GflC u / M G'v! F O rk VIvGAM W.CA4 OGC• Suite �f �J � / 100 151 200 250 300 350 400 500 600 70 800 a J / Q 900 • JR rT__ \ v ME gyres fMwL 1vM _. NOTE : IF THIS MICROFILMED 1 .r [� •-� �� 17 DRAWING IS LESS CLEAR THAW THIS NOTICE , IT IS DUE TO iTHE QUALITY OF THE ORIGINAL 9 9 Z L Z Z 4 Z Z Z Z j Z L 6 i T i i S j i - Y --- i ---- 6 $ L 8 Q "1111111 ,1111111 Z DRAWING. Illi ��111111111111111111I1i) illi IIII illi 1111 fill Ilii illi IIII IIII IIII IIII ILII IIII Ilii IIII IIII IIII illls, :�l,IliLllll111911111111111 I1� 1111II Iil111 IIII Ilit IIII 1111 IIII IUI Illi Illi ►.III ilii 1111I11i II111111 ]1,lllliiill� illi Ulf IIII �. JUN7E 1 111990 i • � No -vow, 4, -- - r•Iilfir�r......Gr-.....sw MW� �' - ►�-., Notes: I. All work shay. be done in strict compliance with original building i L.GiC7�5 B/S 9 '-.0" x 4 '-0" recessed _ speci.ficatior,s and/or local prevailing codes whichever is the nlor•� �--= fl ugregcent lift, fixture. stringent. I - � . .G1G -K. t, 1- 8/S wall lightswitch 2. Verify all working conditions and re �KJiG1i ! R�, x Ks-Y Ei'CiEI✓ "`�..�'{" rTl I f g port any discrepancies to Arc litect R'L'.X�f"► �RLrG'�'tOH ��rior to start of work. Unless otherwise noted in writing, autxni ision +'T►-t �� +EIVc� 42"PE.E { B/S rete sed incandescent downlight of bid for proposed work shall constitute acceptance of said conditions. fixture�..�«+�-�R` Mme__# 3. 'These documents show only non--loa Dearing partitions, no structu::al (� AFS � L I F<X� 1"EALAL4 Cm' changes. Provide deflection channels as required. GLu17E co , ZUbt R 4. All mechanical work shall be performed in accordance with original �� tilU FLG7oRJl`+f�, b►-�,t building specifications and/or G js,,_ 6::;P �[.ETr- ` - 9 Pe-' prevailing local codes, whichever is � most stringent. Provide adequate supply and return to all occupied - yy�L"l' � FF � +'1spaces. Review rill locations with Archituct 9 prier to start of �.�ork.c�. All electrical work shall be performed in accordance with original ; ou.ilding specifications and/or prevailing local codes, whichever is ,,.� F'. G, �V W ENVY U most stringent. Verify electrical. demand with existing panels. �' qowVEK , .exl \. 6. 4" rubber base thru-out. Carpet shall be installed after walls hale I • I i • I • �- Gr'L'r`<v been constructed. Prepare substrates as required for heavy u_o aid - long life. !FxC.CPT>� , W, _er, Ra7M p -p ` AR"�'�1�►1rs 7. All walls to receive 5/8" type ".x" gypsum wallboard, Purr-out exi.3ting LjrACA-Orr �� L• , walls as required. No texture, smooth finish. All surfaces to b! ; 'p L- / painted shall receive one coat latex primer and two coats eggshell I E)-( � - -__-- - - -- _r = latex enamel. Colors to be selected by Architect. Q- �- _ - .. G�111 , 8. Labor shall be performed in a workmanlike manner, mechanics skilled 6•A•I X�Or<'.. '"•��G �� -- - I by and experienced in their respective trades. Work thru-out shall ..)e of ��PKA.4-" �-- the highest standards to result in good workmanship. 1y ,L �,,��•• ,p �,,.. �'< � -• I � I I I ! _ __.. �� I I I ___-- _ -G-�E''•' S' I I I 9. hancarnd Electrical shall be applied for separately I' RN14IEDI .CXZ Meidforacto F 7Fz 7 , __t 3 . I -i �� y w, �ArM'r b •AUE �IRCk, �' I I I I :;t�FL Ir-1 I I I I I 10. Coordinate work with adjacent work, and cooperate with other trad 's t �JGZ�p F�t�IL, vA, I so as to fat?1 itate general progress of work. '}p' Ep, GG�L-O K. SE�ECTEV ARCH+ 11. Contractor shall pay for all permits. U ISI H L, 51 12. Provide power for electrical signage at fascia. - _ l - _ s- I �I- �/rb,�E;-a)) 1 A.6 AMP I �� E+•�/!:'S CM.Ic..� G co'.0 �� p o, .G;, 2 . �� •a►-+�-I� �, pw�+TIi:C3 �E�2,r�r' 6�ZEE j u44- ��T Imo. p I I -- — --- Chi., H.�.tH. •�. 1 o!tG�.�i I-r, � ��. �%�'1'" � I � I I DCx�.��GE�L'� � G �� ►--,��✓��i��- �C.�UL� w G� I � �►,b I I I I I O E ..,� �� -.:��. -- 3'-foM , 3,A• I The undersigned has reviewed this drawing and accepts its provisicns = A �ul�v G -- c and specifications as stated herewith. rtjq E�. F�Rs.�-oP � �.. THOMPSON I � '► a} � VAIVODA & , 1�►-rte — ASS_O(�IATES - - - -- - -- �- - I leasee Date • GT �"ICt1�_ -errLJt� a C�'u.e ,,, 0 ARCHITECTS ,- I I I I II ' 2• I.1 �-'-1- ��,,,,A"'-�cx, � _ r� firi ,�D•L.� ��,-e17 e�� (_-yR0uP 2 AIA I I �'�•A• I �__ _'� - • � �'��`'~ ` 41 t;ur-r- �r 1010 SOUTHWEST ELEVENTH I L- -- - - . • Gyt- � �r✓� - >w41� �C)RTLAND.OREGON 97205 ;VD I r– -- - -- Leasor Date � �,�� .43� FPHONE 15031 120-0668 3e .,_ .'�8 I SEL• .EI`ic L � �/L"^� r(�21 \ MCG►-tom.,-,Ic.,�.� �`f4'�r�l u O O t V IUr al.•l, gF�•C.�� ;:i� 1-iG�� iZ'' 17ttPhHEi-v'� 67C-C?U p 4 TI- ' ��R� c�E C�� S�n�Y GC �'l Ere .�. ►E.�YA') - + - ,� _ ,, 12' CSE�INCa• GI1C"LK.E `'O I- -- - - - 01 rc)fe- °°il -OL✓ � 2 h11-T f"'t 01-1 G'+CU.+I'f �� '�•_ L�%�I,Y -tv ♦ Gtr-►) 69 L.04 � I ^ 1'�f I I + I • I �co . C.'--4- rt#5 A, ?�t 7 - � � _ �ot..lTt•�s p,�trt'�+-- ��T' '�}p rZ"r�-+ � �/, _ r y V V-�� '�•Y -- -- - - ---- - 'moi W I G tom'—v-^+ L Ci I {— 1 — 1 A� 1 f'�+1�-( U �'Gz:7T . �•'er�U I''tv �.�•wA"�'ORY y � � r - (;,�,t•,(C?"�' �..f � W K!�"'ILER IL-"14G •" .�.,� F*, �?I'IG ILMI ">` EX�TINC� D�IZ � LA K.C77 OR, ^ePpWVEQ Gr^ IylW.?G1r, O �11'T�I �UILG�INC^ e.F� GTG�� Cot I � �'LIL.L.+fs Dt� �r�Dl,�*R�- ,��_ .p I � �" APPROVED FOR CONSTRU:-%TION T � CHIN I� � CITY OF TIGARD 1 z�q �• PER _- ._ ___ SITE ADDRESS_____--- ,! S 1 ':.;i BY - QA'(�_ FLOOR PLAN 1/411 ......�•.�.. '�'�,' .ciyrgY9ii{� y►". - �,.y.-=�';: - ;f,...... ' .. .. � . . (��1�� ,�t,%�,lr'i:� �� ..�5i�"�A" n r� _ .. ._..... y IIIII III III III IIIIIII III I I III III III I I III III III III III III 111! 111 III III III I I III III III III III III III I I I I I I III III I� I III II,JII LI III III IIIIIII III II! IIIIIIIG,,�,,,. - . � ? � � 10 I 11 ! 12 J --� _ - I �-- NOTE: IF THIS MICROFILMED + i -'I�-- ---- 1- ----^---�- - ---� V- DRAWING IS LESS CLEAR THAN �- L --- THIS NOTICE, IT IS DOF TO _ THE QUALITY OF PIE ORIGINAL Z Z Z LZ Z 4Z 7Z SL Z Ta Z 8[ T `LI � I Z Li [ j Z I 8 DRAWING. I r8 L 8 4 ► £ Z l ,M IIII !!I!il!!! (IIIIIII! !11!11!1! ill � ��. il I 1 111III1I11IIII1I11III111111111II1IIIIIIIII IIII'I11I IIIIIIIII III111III IIIIII►II1� >",!II IIIIIIIII IIIIIIIIIIIIII!mul�,Ill lmlllllllulllllllllllllll IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII III111III �II!IIIIIIIIIIIIII IIIIIIIII IIIIIIIII JUNE 1 N 199a : .u.•.v.....,..�w.•-r=aw:�.: -- _ ., ... ._•......�r.sora....monr'r-.^*"'^,—.--.,.^—r.:._...,..,.�.__....�........._,W__._ _._._.__ a __ 4 � H1YIlua ceH'reR - Addred_u_Auto lgm"nJ5i1ITF; EIUWEIF;RS 11AR011) PAW41W 10115 S. M. Nimbus L�ULrtr�G J. I Q (J I T I I S �i o R r H w f S T n / IIu1M .�...J.•�•„ .+.ii ..w•IW fr•VMII IMh 171 Mr1 '• --,��• ,/ w ov ; f 1 " Vii► "'-''--'' ,. ._ - �, . . , .�._ •-- '�� '� 1"`�-� ;��--`� -�. � C- ` �� • ,�-\\\` �� {C�C.1�'t Vl,e.r.�e-r Y►.e.�h V�.C�+e. OEC —"�� — F=A It..�t VhCArlt Vh.f/.1 ��1d1� 'T-�:Ctl V Ct �gVl4 K r.a'� I.vQ�h � JA � opal 4 Suite r 100 41s9 200 250 300 '1 so 400 500 600 700 600 J G4 �/ 900 I l ' PW AP !` Y W NOTEIF THIS MICROFILMED -I _-!- ----1-Al-l--1t-,i-) l- i---I--1I � 1�i�I 241DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Z f 9 9 Z T L , y IllillllillillllllllllllTill IIIIIIIIIIiIIIIIIIII IIIIIii) IIIIIIIIIIII illiIIIIIIIIfill Illi IIIIIIIIIiII�� a�,llIIIII1111111! Illillllfllillll �� II`nilllllll1111Ilii IIII111111111III! Ill! 1111111111] IIIlIiIJJillIIII If!! H11111i1IIIIIIIIIII1111.1111III! v , e ' F 5 4NotesRT 1. THOMPSQNAll work shall be done in strict compliance with original b:�ildingspeci fi cations and/or local prevailing codes whichever is the moreStringent. TLNNL,OREGQN 2. Verify all working conditions and report any discrepanceis to Arcbi- - 211 . q �8 Oi• 0 _, tect prior to start of work. Unless otherwise noted in writing, ii�` submission of bid for proposed work shall constitute acceptance of - - said documents. f uE,ILI�II� M1�, 1u�� 3. The documents show only non-load bearing partitions, no structural changes. Provide deflection channels as required. j LICIT / lzXI4AjST JNiT VENT To EXIL K Icy ECP i I?A''t Z5 J U 4. All mechanical work shall be performed in accordance with original - -r-r Ln ��`'151Uw.5s building specifications and/or prevailing local codes, whichever is I � � i____ E -- 'OILET Re�orl pools► most stringent. S. A11 electrical work sha31 be performed in CIO" U •}� FAuT . f' accordance with original ., CeR�►n� Rv�how Gvej building specifications and/or prevailing local codes, whichever is e-tcr+, FAQ LI, (vEKiiY) I'/Z FK., iu'"S - 3'42 03'z" X2.0 most stringent. Verify electrical demand with existing panels. i � A• 1w�:. SE' A4o6foloft"l;0 6. 4" rubber base thru-out. (Exception- 6" base @ Toilet Room) I pf, EA NA"V1°P Ac ? /Z �lro Ea 7. Labor shall be perf�riaed in a workglAnlike manner, by mechanics skilled . � � � �•XbiN�s WA,.�t -� � 6 .Etic.'rh vp• � _ 1►45 ,&t,6 5/8 ' 1 Yr! / and expR�'iea�ced in their respectl�N trades. Work thru-out shall be 4f I j 2�.o V, �o aNp COMP by wA66 the hifwst standards to result In good workmanship. I I - Nf*% 14 -?,o IL J. Mechanical and Electrical permits shall be applied for separately and _ _ wtMA S 20� paid for by the Contractor. THOMPSON- VAI ` ODA & 9. Coordinate work with adjacent work, and cooperate with other trades '� ' ► I ASSOC_.IA TES :So as to favi 1 i tate general progress of work. i � -- --I-�---� I , AI ARCH U�LJI �L�T /11� 1 1 TECTS c 10 Contractor shall pay for all permits. S i '� .+ �J�PE��Ep T.�!1►R. rXl�Tluc� AIA �(,07c�TIi,.AI. Li��{wIW�/ y : GC�LUMIJ 1010 'i0011WEST ELEVENTH 11 . Provide power for electrical signage at fascia. I � � ` �li tj,�,I G LAS � i I'ORTLANU,OREGON 9705 • I Q 12. V,: PAIIJ'TIJc' C-XNEKPLl. - - - LAY I4 C,91,10440 Tia► - TELEPHONE: (50:1) 210-0668 C9NT•.ncrlvk To VEF,F`( w/ MvuN'i �v HT t 10'•A" '12v Y. 30 a�' �I 13. All concrete floors shall have 2 coats of sealant. -M'4AN' ALL. .. , - �'_•�' :,�.L N (�C SSM) � ' 3�Ic < �b, � ,� . � _� 14. HVAC & Electrical system is bidder designed. D ,/ /- t ��1 I��• �AIry� �� I `� ` I I i�yM� r�u�uRE6 W� �[ • M';.LKR c`YSTER Wu �"t" -,— ' _ .. - __,f. •4 F� JvRE6GfE�'� '*�6E.5 ----- -- --- - c--oLc R 't 4.ZV W fAl114 j I ` s^- VltuR'f LtoNTW& r �` +► LATE,K r-JW tt W- 2 Gc"A"; ti, I j 4 6 vmG.T• :--ebuT W/ . Wall Legend ti4� TEip, T, Li�IE`� -'E Existing concrete block wall I TEhAN I PA" . Metal furring @ 16J.C. � 1 � � VERIF w' :.HF.� Ps��rev s 4Z ,:•.c„t,• Z 1 112" rigid insulation MILI.E'. ''AUT�,v� rum P'u''� 5/8" gypsum board (W.P. @ Toilet Room & Boiler Room). GoLor 33+DA c�T IN I ' ! •T*'i'�•••�••� 6" metal studs @ 16" O.C. (secure to roof structure) C:'V"` �•�I*'��1 � �--i � ` R-19 batt insulationL- 5/8" type "x" gypsum board (W.P. @ TeALEI Room) _ 5/8" gypsum board 4" metal studs @ 16" U.C. ; �`� '(I►�C7 5/8 W.P. gypsum board (toilet rm., AI F14v V A rfi+V:16 L �n1 C. L�,. __—__ ___. ----- ----- - - j�l_On 11•�i '-vE°��A'� G �G'� 'f -reg �T1 -7 I �1 Mirror 2'x3' wall hung mirror, w/concealed fasteners mount above lavatory. Q ----- - - - T-1 Toilet Paper Bobrick B-685 Dispenser J �l Paper Towel Bobrick B-263 Dispenser �'A��' G AbT 11/4A i. �00 E I ' �0 '.A rm Fit-, P Water Heater (1 ) 5-gallon water heater. Mount in ceiling space. �A. _ _ -- i1e) , C-0 , The undersigned has reviewed this drawing and accepts its provisions and specifications as stated herewith. Nc�R'1}' INA Lessee DateV6K'RY J � ' PEV! 210,4& <jXip�� E:' 'LiN('J '_P:V=►J !�e Ci� _I�l� SSGJRF Alo 5; P Com' PJ ' k -- 5'(5'f°M �---� ;'• �I� �ti' �, ME"AL �11D`� I I --� � � \ (�hSIcET ;cc' o G W/ K• � I ..-.__. ` - � d } - u{ C�•(PAj�M bV VEE It CVK.J EIL r�FAU - SS cr, - 1 APPROVEDFORLON9 RI( TION- I OF TIGARD I _ �1 PERMIT .� ,.;! _! SITE ADDRESS By..-- - -__TITLE-.- DATE �_ N A►? �? �, 5 a ' ti' �� ,C I�I�)C 4 �1 A — ---- - Aiv --- - -- AI A'a - ,.. I 1 .nm .1. . _ +„ �.�'>�"" `�,�awa;>#. �°��M 4::. � �`�'!I •��* ',Ma::6 '�IIllll�yf fid" ,'��,8��n�x�u� •�.a•;a;,- , -- J . III III Ili III III III III I I IlI III III I I III III III III III IIIIIIIIIII III III III I I III IIIIIII IIS Ill IlI VIII I 'lI i i SII iii �J!. SII !�IIII III III IIIIIiI III III III I I �- _.-•-.• ---�'• , �1 � i1 i � i � iLi � i4 i � , 5� i � i � i � • �,� i � .ii �� i + �b NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --- - --- --- ------- THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL ---T- -- - T —'- DRAWING. S L L LZ !)Z 4Z L L L iL Z 8i I Li i T t ^ l i Ii i 8 L 9 4 ► C L [ � . M �IIIiI II I III, �I,i�l IIIIIIIII Illlliui iiillii� au mll I Illillllllll�ili��l iiilllili Illllllli illllllu IIIIIIIII IIIIIIIII lulliiii iii.lilii �liiliill iilllllli Illlrlll JUNE 1 1 990 r *4%6 nA 'Z-LS /o0 I o W m - ' VE/.IT To Rt.,cifSt � 90 i lob a t r- - --.- I I so I - , t� � 1 U ITEM I � k Top ee�s 1=- --- 24-,oxx e;ruN 7C- (a O C)n) ES-nU-4 ;�-tG Ivy L-�M . �J s,P• Cl) 9 60 ci b 407"�b 4o, ,oxo &TuH iQpu-r 52U =20,9 , oo 7U�t c'aUT�'vT 6A5 N'�T, i � �.�•I Ca�B� /'� G�M� .C.�l LI�,._.. ---------- USS` ____A._._.— ____—_. � � i j . APPROVED FOR C'C i�., , R"_; iUN CITY 0f= rlCIItlRD I _ PERMIT No. _ ,_y 1--- SITE ADDREQ, ,.-,::i,,,, _ 8Y�_ TITLE , f 11 K�-Y Pc�a�l MI dfw*Mips, ssUmo!ss epocMmfions snd dw we tM p1�11�I of aww*rs Inc. a Wduvnw►ts of "w- vlos«1��I"r �o la uNd AMIy fa ooMr�Ob to b*W. ford� �b� yy GKaMIn Inc. Uw for uny othw pw�p4 _ N proM�d snd shill entfeN Cs�ron�ks Inc to nr _ oovw►tips%A cost of potion tl+med. _ t 1�� jl��jl11 � I��Ii� iII� iIILI j�lli � lli�lll4 i� ili� llj � llj5 i�lll� lll � illll__i�i� lll� lll � l�� l I� III� III � IIIIII �11111�►� II I THAN NOTE: IF THIS MICRi)FILME D DRAWING iS LESS CLE'R T --- J . THIS NOTICE, IT IS UUE 7'0 THE QUALITY OF THE URIGINAI_ iii� £i<<<liiiiZiiiil�i9 Z lL Z lZ� l4 Z� � lZ l Zv"Z IV�iliiiiiZiiiiliiiZi �-I 6j Ti I �[ ,�j !,T(DRAW I M; liiii8iii�liiiiBiiiiliiu-iLii-ili►-ii1li�i�-�-li-iiiTliiiiiiZ Hill I �� iHill iiiiiiiiiliii11 A J UNE 111990 ..qPill M ErI5R, Z.J�; I 44.6 IS560 { ' I ' 2 mf I W ►- y I I d Q I ' � U -- VEr4T TO it 1-1,�- _JQ01 > MOW 7 0 �J . I 8 s APPROVED FOR 1230 C7t�C•' 1'U 'T'G JO, 0 F 'r `. CITY CONSTRUCTION �-- O F�TUH ._-f-1 L .� je '� OF TI 8 �, 1541 C>OCO aTJt� 1 fv4PU T SGA, -? ;-�. GARD PERMIT BY SITE ADDRESS_,, -_, f �:GZA•1�., `ei� <50 C�/�.0�� .-�It....l N� �.X�ALl�-1" �A.�1 I I� _.._..�.� TITLE D- All drawings, estimatos, specifications ani data are the property of Garoneire Inc. as instrumei ti of ser. vice and are to be used solely for contracts tt be per- formed by Garoneire Inc. Use for env other purpose w.a.aIL a.W OL"m4. is prohibitedefull cost shall entitle therearon ire Inc, to re- cover the full Dost of preparation thereof. -.:.��,. .,�a�,�p� t4 �` t �� "� �� „ ,r'" ,,�,�y..w;� - � ">f4aI�1 I�'lis►'� ilk u4L '►'" «. " AY ..- M ...rrrrri�Yriww�• 6' ,4x �r�wMww... i III III IIIIIII IIIIIII Ili III III III III I I III III III III II! ill III III III Ill III I ill III � III Ill III ill III I I I � � I SII III ��! Ij � J �,III i i�l iI �1 �IIII� I iI� III I�III I �1 "..- _ __ _-- --- � r ir„ .`111 II � 2 ilii � I ► � iI ► � I ► � 1 . � � � I � I �.. IIIf i NOTE: IF THIS MICROFILMED - l� 10 11 1 r DRAWING IS LESS CLEAR THAN �-- -�_�__ THIS NOTICE, IT IS DUE TO __ _ —� THE QUALITY OF THE ORIGINAL £ Z 9Z LZ Z SZTillZI11111111 Z Z IZZT131111111JI611111111 -- i :.T T Yi [ t. i Y� -- - � �4�DRAWING. IIII IIIll,III IIIIIIIII IIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII IIIIIIIIIII,II1111�. �I,II1 IIIIIIIII IIIIIIIII�IIIIIIIN IIII�I�II 1111�Iill IIIIIIIIIIII�IIIIiI IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII�III J U N 1j" i . I � I I � � z ' 0 N I N �i Z r I O > � iW. Q Lu I i i a > It ! I , 1 I j > i TEM . f ?9, 'ZOO RTJN TGA E �Si _� �TUht C L 9��c11� z 7®� =C) 14¢, G � �,P. 120, 6O E57UH r,.I,PUT f �IG,4rz� MCA= •40 NIS I Gp• � L. - r { I { f l APPROVED FOR CONSTRUCT10i A-//ckr CITY OF TIGARD OltSo r --'�� PERMIT NO. y sem/ SITE APDRESS ,io s4, BY. f' TITLE DATE. V4, Is K Fly p- All drawings, estimates, specifications and date are the property of Garonaire Inc. as instruments of ser- vice and are to be used solely for contracts to be per- formed by Garonaire Inc. Use for any other purpose •wwllre.,•w11M mwouiww. b prohibited efull and shall entitle thereof. Inc. to re _ cover the full Dost of preparation thereof. l ` ; s..- "'-- , .,... ..• r s w _._ , v :,.F'..ri•Y.AwM`'sii:i�a� :,. Ill1llllillJill lllllllllllll I Illlllllllillll Illllll DRAWING IS LESS CLEAR THAN lilllill Illllllllllllll Illlilllillll I I� I � IIIlI � I�I � I I � III� I Illll I I�I� I I �`1I) i i��lili J�jIiI-i i � ilifi ilili� i Ililill Dill i --__._._ I =L-- Z 3 --_ NOTE: IF THIS MICROFILMED I _ L 1 �_ _ __- And THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E Z Z LZ Z 4Z Z Z v TZ Z Bt l Gi i f 6�i Ei [ IIlw, I 6 8 L--�9 A ► Z 1 ,, ,�� «<<Ilililililiiiiiiiilililliiil�iiilililililillillllliiiilli�iiiiiliii� l►iiliiiiiiiiliiliiiiilliiliii�l��l�,; :�!,��ll��il,�ll�lll�lll ��li �l I ►�I111I►11 liiillll� ► ►ll�► ► i�l►I►l�ll�l►ill►�Illllilll� �►�ili�i� ��l��i� i►iill�►l �ll�l�ll� l►►ll�ll JUNE1 1 990 . . 1 � z � o I VLQ-r -TD Roc* w } W - z Uj + A rTr i I 4000 , i G 105v1�2 \ 3tiJ I T H 2g�co fir. , � ,�-1� �,�. � 4 115V , , loco , ap --- --( G a cSCo t R I i APPROVED FOR CONSTRUCTION � CITY OF TIGARD 00 2.00 �(l PERM!T NO._,-y„jtti / SITE ADDRESS6to,,S=.54, EL-4;I PC.A.1`1 13YiyP TITLE D�- Ali drawinps, estinwas, simnieations end data are the Property of Getwoka Inc. as Instruments of ser- v:a wnd are to be wad w=or oorttracts to be pair. formed by Garonairs Inc. Uae for any c1her purpoea is prohlbW wW Owl antkb Ggromire IX= nc. to n- r oorar the full Dost of p opwation thereof. c ear.w sa w.•a.wr�ua ' • ...r....r�� r ' YJI ,. i0,.r .. eYWRM4" r:'4` } .. � s�''li 7th?,';I"; - `,�'T,aI'1. .. s�-.5' ri�','x�'"'F�l�' '•N .,• '�"7r � xfl>tM�FblAaYrrr.�ar�w•,........ a ' III III III III III 111 III I I III Iil III I I III III III Ill III III Ill Ill III I ` I IIiII I Ill Ill Ill Ill Ill III III � � � � � I I III Ili III III VIII I III III Illllll III III Gill I� _..:._. - _-__ ___ � ' ' ---�► " �� ...,. NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, II IS DUE TO THE QUALITY OF THE GRIGINAI £ Z BZ LZ Z 4Z Z T Z 1Z Z 8T I Gi 911 T f�[ ' T i iiI '< 8 j8 L DRAW 143. Illi IIUlllil IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Ilillllll illllllll lilt II i �� i VIII IIIIIiI IIIIIIIII IIIIIIIII III VIII . II Illi II IIS � II!�� li' � � -� � ��! III 1111111 �I 111111 lllil� VIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIlIIIII.IIIIIIIIIIIIIII I Iiillillll ��_y:- _. Iilll IIIIIIIII IIIIIiII 1JUNE � 19 9 0 _ J f ... 11 li RIKA E L E V. 16,1 07 (DD NOT ------ 1 J _ IM PLEr LENT 1. '5' DROP AT THIS ;�I11 CATCH d.^SIN� 4•I`V /� `- KAI$E FIRE HYDRANT CU R�/E DATA ___ CONSTRUCT OvER51Z ED + i U I = , CATC1i BASINS- UTILIZE_ \\ r-Ip TO 4RADE - COORDINATE F::<—:) I r i I WITH TIL4ARD WATER 015TRICT CURVE R n L � PC PT EXISTING PIPE Q Kl ��' _ \ v_ �, - N o. s rAT I ON sTnT ION . -- -�\ - CONSTRUCT NEW 5. 51 RAISE FIRE H'TDRANT - 5IpF_WALK TYPICAL TO (TRADE - COORDINATE, I 2001 74p`�OI ' - 2(91, Z3 243O�i 3+ Zh l98 5+ 81. 91_ WITH TI&AR.D WATER r + RAISE MH FRo. KAE �/� \ � �/ DIgTRICT 2 ISOI 93'2L' S5j1 244471 218.301 87,91 8+ 32 . 38 $ LID I nap TO DES16rNF GRApE MAX -� 8 W 3 4(a 1 43" I I1 I & 34. (o 71 33.8191 10+ '5')•0-5 1O+ 90. 51 HEI&PT FIZOM TOP or- CONE \ --` 1"''9 + _ \� � IZA15E ST;ZEET LIGHT TO n c — TO FINISH I(aRADE 15 NOT TO \`, �� J �/ --- �� -_ OKADE SEE DETAIL 0 0 �/2 + 4 42- 1 45° 34' 17'� 33. 4 I 32 ri3� IO+ !94.74 10 +-94.74 EXCEED 12 TYPICAL ALL �` TYPICAL. �� _- --j * 1 � II 1 ZONE IN CONSTRUCTION �+�� 9 f/ Q ' - SEE SHEET 3 FOR L-15 54 2&9'4'5'2 3 253. 30 -- --- — - _`_ ` 0 DRIVEWAY KE•G.-RAVING, / ,1111111*- - � PL AN C..D -) I.n cc �{ RIM ELEV. 1(00.95 m( �� 3 � -- ) � � � m/ �- - w W 0 STA 5 r 49 'L . 9 L ________� S T-q " / O �V' � � \ f; 2 CONSTRUCT STANL?ARD �8>9( `t, / /1 1 CATCH BASIN \ `� , � 1 I Q `J �� RIM Ilc O. tor? 1 `\�1 / 1 ' FOR (aIZADIN4 AT THIS A;ZEA .SEE I -� ,O i 'L ,� / I I.E. OU'r I - 7.lvr7 CD `TT f FIELD VERIFY COUDITION,S Z �j i w W , I\ 'a 1 'e/� CONSTRUCT OvE;Z51ZEU ---� nV. w I= � E�" STA 5 +- loZ. 92 CATCH BASIN$ - UTILIZE. �$ ; 4 ^ I rn 4 CONSTRUCT OVERSIZED EX15TINGr PIPE \y/ \ - - ' y O J� z I { - �- 4 �' ` CA'T'CH �A S I N !7 RIM I (9 O. 9 3 `rte _ '��` " � n Q I " R I M I 49 O.40 5 O / L.A._ cr 3 / ft` LE. IN / CUT 155. 88 CD / ---- w n � \ Q ! It Inp � N 1-1 `._/ •/S r- CONNECT TO EXISTINCr cj �/. VES To REMAIN AT U i 11 �/ XIST-INGr DEPTH-ADDITIONAL v U cn � N R) / j 21 STORIM R , P �� ,/ VALVE CASIMU TO BEG ADDED Q 0" C C E E PIPE / AS NEEDED TO RAISE TO Z RxG Q `• 5Z L F V S = 3, 39 °7� GtRADE SEE DETAIL '�� ..1 _ v) 455 CY RIP- RAP TYPICAL ALL VALVES U � i � • 11 iZ" DEEP 3 VeA 0 - / BE&IN CONSTRUCTION 1 ± srA 5+42. so LEC�E � In NOS-�5 : S. W �� IMBUS AVENUE �' ` °r STREET LIGrHT Lai I. CONTRACTOR TO VERIFY LOCATION ANL? ELEVATIONS Q ~ 3 CAF3LE T V BOX � OF EXISTIN& STRUCTURES AND UTILITIES. NOTIFY cr ---..--- - - -- " ^ i y __ EXISTINI� MANHOLE. 0 EW6tlNEER OF ANY DI.SCREPAMCIES IMMEDIATELY. Q z / BENCHMARK DATA EXISTINex CATCH BASIN o NEW CATCH BASIN a 2. ALL WORK SHALL CONFORM TO THE CITY OF T16(ARD "'� -' - - � ALL ELEVATIONS IN THIS PACKACxE ARE BASED ON F,.. � M REDUCER p STANDARD DETAILS AND SPECIFICATIONS. _ OSHD t`JIEAN SEA LEVEL DATUM AND ARE TIED INTO I 1I p WATER VALVE DO I 0 .J U DRAWIN/x9 PROVIDED BY ROBERT E, fv1EYEIZ CONSULTANTS FIRE HYDRANT �( 0 UJ ul cr w Q � � > FOR KOLL BUSINESS CENTER PHASE ONE. WATER METER Q („II_ 5 + 3 Ll1 > p / + � STORM SEWER ( xIST) - -_ - -- - - � STORM SEWER (NEW) Z Q cc +. i..........................:...:...:. ;.,,,...:.....,.. ;..................,.•.......... ................................ »....,......... ................................. _. ._ TER LINE V 1 � bl 1 i I . . . . . . . . . . . . 1 . . . . . • . . . . . . . I . . . . ! 1 i . . . . . . . . . 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AE— z `- REPLACE ALL LANDSCAPEII I 1 ul MATERIALS AND IRQI&ATION 2 CLASS i18j1 A,C. \ 11 3 11 II Ill IN KIND - OIZ16rINAL PLANS — 211 5/4,-O" CRUSHED �oGK 4 �4 �O PilA9E ROCK - COORDINATE WITH SITE. Z Ol COORDINATE- - WITH R OWNe T- 10j1 1 y2"-411 CRUSHED wtocl< COMPI4CTILQ AU06MADE DEVELpPiv1ENT DRAWIN[�S � W \`\ � CDORDINAl'E WITH OWNER \ I ,1 11 \ _ _ IC'l' I v2 -O BASE ROGK .- 4 = - 3/411r0r Ww � �_ `r U � - - "" SLOPE TOE Or FILL n u u ►' °' TO UIZAIN '—' 2 CLASS 15ASPHALT CONCRETE STRENIrTH REQUIREMENTS : 1 V U'11ASP'-I A LT U - - REMOVE ALL. EXISTIN& CURBS fTYP211� C L A$S 111 ATCOMPIZESSIVE 'STREN4TH 4000 PS. I, f Z8 DAYS Z Q_ c B. FLEXURAL SEAM JTRENt,:'H 1.00 P.3.1. Cv Za DAYS uj rr Q .a O m (7*1\ TYPICAL ROAD SECTION 2 ACCENT STRIP SECTION < N � 04 z NOT TO SCALE Z RIOT TO SCALE Z cn Llcn 1 Q. 'Q V' !c coW c M m REATTA H EXISTIM& CENTRECON POLES 4 LUMINAIRES ;O' • •- �- jo '1 _-.--- __, .:«,. .•_. _. _.._._- .....-• - .. _ _.__ __ --__.- ...... _, ..._ __.._...W..._.,�� _-�,�,.-- -. DOUBLE NUT OR LOCK. PIZOPOSED c4UT WITH SINC•TLE NUT GrRADE I ¢II MIN. /0L°SROOKS 40 STREET NEW SIDEWALK- 1 L14WT JUNCTION GrR�4pE =� I BOX _ X ;• 1 I I V4i1 STEEL COLLAR I/411 11_ 'TALL THIEF-AD COUPLER" I A o ;'; 4 8 to �� N Q fly 19. _ CLEAR FRO"I CAShrd!„ I.Q. ' 6rALV. THREAD STOCK TO �\ r•'; 1: '; _ _ �FpRGE ti NEW 40CAM + 3n Z &ALV N1Z.ED STEEL - - .?^.•. - - INSTALL NEW RIGI-I C.I. ROD WIZ ' OPEIZATINC� �� ' ; : EXISTINdr SIDEWAL),:. _ JULY ZG, I��S ° lrR _ VALVE CASINOS Ad NUT AT TOP ;e FEL MAE + ADE -c.? DRAWN- RY:._ REQID To PRoPoSEO AT BOTTOM — ---- — ' --- —--- _ �� I I . e • i y•e• GrRADE Ii II I �— i R. 15OF-TTCu MOVIDE NEW 9CH 40 • :e' e. . a ER__ PVC. COWDUITS TO MATCH i e . . , CHECKED BY: t f• '.� jl 11 �: * ' REVISE AS REO'D •� DRIVEWAYS If EX13TIN(,�r " ,. D.(x.L. R.H.P EXISTtNGT L�RADE N I I �� II �.. . TO MATCH CITY OF 'rlyrARD -- - -- - - _ COMMERCIAL DRIVEWAY see REVISIONS EXISTINdr RICH C• I. VALVE - III II 11 UTILIZE 13ROOKS E50A ONLY IF DETAIL 1YO CRUSER, KA; �3 EXISTIN4 WIRE IS NOTOF SUFFICIENT 4 3/4 18 i9 CD C.D I� BRC � CURB BREAK OUT EX 4RADE. ( 12 LENGTH TO ALLOW SPLICE. IN RELOCATED of 11 IP' P SID,r POLE { HANDHOLE . IF A BROOKS I30A ORA TYPE EASE COLLAR SIDEWALK I) HAND14OLt-. SPLICE 13 NO r POSSIBLE PULL SEF_ ABOVE FOR STRUCTURAL NOTE : MATCH CONSTIEUCTION/COWTROL 1 jj { I NEW fWIKIW6r T1-+1ROU6rH EXISTIN& CONDUIT SECTION II II I iI 2 JOINTS BETWEEN: CUIZt5 ACC.EN•r IJ U /- EXI9TINGr BUTTERFLY AS RFQUIREDI TO AVOID AN INACCESSIBLE OR GATE VALVE i ��— I SPLICE. Z E9ISTIN61 POLE BASE —" _. .. ..._ ._.._. ._._, _..... — ._ ._.. ..� ,.. ...r......._._ ZOO TNt°t ORAVIN01 ARE YN t PtOIt MACKFN I'll :exl,3-rlw& ?VC. CDtDUIT uRI (i NCoRIPORAno Rt AND tTO . 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U(o - CONCIRETE E OV R(� \ RAC�E TO DRAIN TO EXIST � 5 I '/Z"' Iv11NUS 1:1ZU5I-IED FZOGK _ �] CATCH tNA31N II ASPHALT TO.M ATC H E K I FEATHERNEW T ^ �"'' Gu C Ilo2 MATCH To EXISTINb y T, / ---- --- \ //- MATCH TC (i CURB DROP 14o 1. S 5 ` AVEMF_NT CONTOURS �I ` BREAK UP ASNHALT AND —� EXIST. -- "I c� I'Gr•C, 65, � K11v1 I(o0.0)r7 -- -- / RESURFACE TO DRAIN TO EXI.",TINC� --- — - - - RIM 5EE ON SITE PLANS \ CATCH BASIN �'��. �' �� _ RIM Ilil . Ifr9 r f�P TC 14P I '3)6 --�---- �, - • 3' CL A 5 "GAS PH.gLT!C ---- _� ----------- --- �-� CONCRETE OVEK 6" '/6 I [oZ• ci(o I I/ZMIfJUS CRUSHED ROCK I ! ,! / t(a2C � CURB �IZoP I (o2.UZ _--- I�� o i 1 Z. 5 r ,r /--R A 113 EE VAI-.V E 5 A$ 3 L- TC 1 &2- .45` 'f 5 i� �,, �►�" j PE K D E I A 1 L ? 140 Z. + ly V (0 0 A � `D TC 14,Z. 5:3+ — ,� !02 3 TC 161.77 �O--L__• '"" t /� B \� .�.157 Ro ( RSFI E HYDRAIJ7" TC Q CURB DROP I(02,09 Q Lij ui TG I !01.71 �� / � I Cot 24 SLOPE TO DRAIN TO RIM TO "`- `--�._"'tI�2 . �3L �,. "~•• -� ,Y_------ --� NEW CATCH BAstN RAISE ELEV i (o I . low � I(oZ.2 I(oG TC � CURB DRoP LDR1vE:WAY 18 --- y ,J -- � ter `_� --�----- E x t STI N(,r W � 161 EXIST. 1(0 l . 44 � SEEDETAIL C D ��r ' TOp O�- CURE3 AT DRIVEWAY a.IM 158. 35 W TC I(01.59 PC RIM I Gil, 32 ` TC I to I "5 ,, REMOVE EXISTIN(Ar . - l S= I.O '7o -- A?W-Ok; •5 ABOVE ASPHALT _�-- CONSTKUCT OVERSIZEP CATCH BASIN f - - SPILLWAY � NEW RIM ELEVAI ION 1 (o I. 07 w uw0 TC I(e 1 .83 � / E DG►Jir THIS DRIVE ONLY `---'�• r o � NEW IZIV ELEV - - --- f �_ .,_. _ . y �' M s EXISTING (DO NOT IMPLEMENT I. 5' DROP �ti/ ui a rn • 19 � V RIM 157. 76 AT THIS CATCH BASIN `"� N N I �'� 1�1 TC I(o I. 8�Z PRC - -DRIVEWAY DE"fA I L SEE C D ti ,1,� A } Z CL O -- �� 20 - W cc ,cr�N C D'��- - - - --- .... -- --- Y � J L. N / / EXIST -•r-- - --- - - -- - -+X cu m o RIM 197.\4 2 0 __� 4 7 \� /• 3—- --- - U U ; NEW RIM ELEV - cn g I4o0,93 R I TC @ CURB CROP 14o Z. 14 Q!I RIM 157. 71 " TC I (oZ. 59 EIJ[-) SIDEWALK j � Tc I l0 2. 5 5 TC I(ol . (ol PC yg90 CONSTRUCT OVERSIZED Q TC TC-I(oZ.40 / CATCH BASIN NEW RIM ..� r ELEVATION I400. 95 J STC � �- TG I (o1 . 72 �, 0 3 TC I (o Z. I I w TG I(0 1.78 SeE DETAIL 2/2w w < TC Ito 1 . 64 PRC ; FOR ACCENT STRIP z Q w w > I CUL DE SAC / DRIVEWAY DETAIL2 �, . 0 m ir DRIVE W DETAIL WN ZO'-o" w — od z z v 0o c/) w J � J O Y U ROCK RIP- RAP W m 3 Y DATE - - UU JULY' 2-(o) 1 `38 5 DRAWN BY: - R 13oETTCNEIZ r CHECKED BY: ^- -G D.G.I.. R.N.F � REVISIONS:. EXISTIN4 GROUND . 1 r \ I I \ TM[IF OAAWNOI AA['TN[ ►OOP[NTY OI MACK[N21[ 4(1- 'N[[NINO INCOA.ORA Too ANO AA[ MOT TO •[ A[ Ao- TN TN[ MATT TfN �E AMI} �I 0 c[O IN ANY MANNA«,t RCPT *ION OF SHEET - NC TYPICAL RIP-RAP DETAIL , I EXQ 3 NOT TO SCALE 3 T53 SITE DEVELOPMENT BID SET JULY 26 1985JOB No: of --4 285054 IPA I . ... � ,I •• � � ` 1 I _ + 'J My _ .. ..mow /-... •- - '..� III III III III III III III I I III III III I I III III III III III III III III III III III ! I III III III I I I I I I I I I I I I I I I I I I I I, I I I ,� I l i l l l l l I I I I I I I I I I .� `�---.. - '�!� i I1 I I !� I I ( 14 I I � I. � . I�rIII � II �-I1.� ► EI �' IIfIIII � I � I IIIlII NOTE: IF THIS MICROFILMED 1� -�-- I 1 12 DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE 110 _ THE QUALITY OF THE, ORIGINAL DRAWING. r1l L►I IIIIIIIu IIII�III1141 IIIIHi ll11 11 IIII�IIII IIII�IiII Illlrlll JUNE 1 - . � 1990 ,�� , `... '\ �., ,,.•+•rte" �`�' � � ♦ . OWN cr— BUILDING 'P' - '.^------•-•_.....� � Li ' too LLJ • we don / 001 0 BUILDING ' s G BUILDING L ' 0 Li Lur BUIL INPT w cc LU W L4- LT - � U 1• _ s r `,� t' , Q 000, "`—• /-' 3 E E SHE vS ,� f} ii �j R '!�•`� AWN 06 Ned 10 Ilk cr PHASE FUTURE P N A -1-I ►� r co �.J �� CONSTRUCT ,, CONSTRUCTION co w c� G R � � Vu A Y � �- L � A S E ...r-. �,:�=''=;�''-!"�. _r ~�`�,� � � i .r •"`�.,,• \ � �•'-/ �� ..�'"� ��.� ,...� -_._- ._...-' 1 �`•� lel J 'fir.~ rrr e i al LL FANNO CREEK .. '` , • �C' "bW Ik UN d AS UM CTI O I N S L 34 S 3 (SENSITIVE LANDS APPRO.IAL. AUO.. 1984) `- .7 � �� ___.� _ �, .,l• •�� i SCO 1 y., 7�, _L'� I �� l' .,.��;..�-'- `C. DATE JULY ZeP2 19$K .. F „.., DRAWN 8Y: R. E30ETTCHER CHECKED BY: REVISIONS t HIFSF DRAWINGS ARE THE PROPERTY 0/ MACK £N21E NO- INE[RINO INCORPORAT[DE� ANp ARE NOT TU �E RE RO CUCED IN ANY MANNER,EXCEPT WITH THE WRITTFN mERMIt PION O• MF i. SHEET k OF 4 JOB NO, p 285054 III,IiII � � � it I.S LESS CLEAR THAN I � I � IIIIII �� I � � � III � ll � ll� �3 � lililililili4ilI Jill Ili i ili ili 1 % I ilililili � ililQi 1il1 � 1 1 ii i i I111111111ill I I IlIlI Z NOTE : If THIS MICROFILMED �- - -� - - ----I �— 5� I CSI ``� DRAWING 1 ------�- THIS NOTICI', IT IS DUE TO THE pNOT I T 1 O F THE DUE TOAI -- —T-� T 1- - - -1 --1- 1 i --- DRAWING. L' L i t t i 4:I i 11 t 18 >d L H T9' Z t ,r�,u 'III (1111111►�111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII(I�IIIIIIIII IIIIIIIIIIIIIIIIIII I IIII III ''ill IIIIIIIII I 11[i ► q j Ililllillllill�ll,lllllllillillli�lliilllillllillll�llll►i�iliu�illl�lllilllllllllllllllillllllllllllil�� ,�liillll J UNE 11990 a w � j/ f � �'•`; ,p t � • V" %•� �' r � I . lit � `,�• ' t ' WY all Pif Aw, OC s Cr .� — 14 1 i i I Credits Vicinity w M -- cinity Map Project Description Sheet Index .._.� OWNER EQUITIE9 NOF E'HW[s'1' LEGAL OHiCRIPTION SITE BREAKDOWN• ` SUIT S.W. MACADAM AVEI4hr• loy �� \ 'I •J i ` fl .'il.O!)I g�j% ARCHITECTURALtiPPROVEJ FC�FI CC)NSTRUI'TIONSUITE 320 '. '� Hw -.. ` > �Iw- �; ,°• ----•. I a; ' A tract of land situated in the , . I �ITY OF TIGARD I! E M E. i/4, Section 34, TIS, BUILDING 22, 5 SQ, FT. 2] 58 'L' 227-04ND, OFiF;C�N 97201 r-8� 10 { ' ' �' - 4 R1W, W.M., Cit of Tigard, Washington County, Or being PAD SITE (A.SSUMr,D) 3,6 Sp. FIT. 3.4% COVER SPIFFY /` '�"^t( 127-0423 (ZU n'r�'cf Hcbv 6�n , i Isdale Y 9 e- Y duly AFF? J $ITE ADDRESS 6th Std-. -__� \\� �. o portion of 'Ikoll Business Center, Tigard", a duly recorded '✓��. , subdivision. LANL`SCAPING 32,865 SQ. FT. 31.0 Al SITE PLAN, DETAILS - �ALEJC f I ARCHITECT : THOMPSON VAIVODA J: ASSOCIATF?S AIA �� la. I TITLE DATE 1010 S.W. ELEVENTH HILLS J �?` Tax Lot 500 PARKING•• 38,536 FP. AR CiRiDING PLAN, !,ANDSCi_PING PLAN P I _ - M„� Allen � � Hlvd. - SQ 36 4% , LAZA I'I,A14 l..n. .�rtir.�•-- PORTLAND, ORFGCXd 97205 1 a I-' G A3 FLOOk PLAN, REFLECTED CEILING PLAII, [A'TAILS 270-066£1 A ° c"MA1 cnr>cFtETE 7,939 W. FT. 7.5! FIRLOCK 5w, Oenny' — TOTALS 105,715 SQ. FT, lOC) B A4 Ef EVATIOtJ3rC�\ P�” �I~ _ ,at t t met S7 RUCTURAL VAN DOt7ELEN LOOIJENGA & ASSOCIATES rn "-^ `t ENGINEER 3933 S.W. KELLY AVENUE. XTp \ 110 p� iAI�DE l' N� AS SECTIONS w�e►� �o� � w��'M•M PORTLAND, ORIMN 97201 a tp JN7- N �. �s u d` >HO�fF ,;u �� t..Jl,�•.�•w,,,J. . . 222-4453 t A PROCf� . .r • The above areas are approximate and are not for construction A® F ')OF PLAN, WALL SE.0 PIOt4S, UGTA11.: ` ` \ © FANNn ` _SK' Ta�1cS Fe, .'ONE IP purposes. a' A7 DE.'AILS c L m OCCUPANCY : f32 � CONTRACTOR : SAUGH CONSTRUCTIC�t4 CO a, , a/a// ;,, E •• Parking area includes paved areas plus vehicle overheutq area t - ' ' 0 c BE.AVEP2CH4 TECH CENTER Rd_. ,n^ F 7.GEE� �'..- TYNE VN (Sprinkled) 14155 3.W. BRIGADOON CT. t 3 P.O. LfOX 7ti7 -� - i Oak . S BEAVERTON, OREGON 97075 t ""' • `E STRUCTURAL. : APROVED FOR CONSTRUCCJ 641-2500 �N i ' ? , m 44W d' r' � I�AgKINC3 SUMI'J1ARY CITY OF TIGARD ` c 9 1 FCtJNGATI0i1 F'F,A1J :y C "' � 717 514, s &/( /L SITE ADDRESS ?J *A("6d — 17 ~Ui ✓ STANDARD SPACES 79 9@ FOUNDATION DETAILS, �� HANDICAP SPACES 3 BrTITLE_ _DATE •�� .y u3i f COMPACT SPACES 22 B 3 ROOF FRAMING PLAN •daarde �,�� M Dpdald 51. zt TOTAL 104 VEHICLES a 15 ROOF DETATLS y`MIK/f!«'� �� / < �� ✓ � J E 2 4 i Ill{Ili Ililili I�Illll Illll 13lil3il VIII I Illllll Illllll Illllll I�III I Illllll II111 I Illll�l �illl I Iil�lil iill� 3II}I}I 3 111�1 I�!1I1I JP�I 1 I�II3�i I�11111 Ill Ill 11111.4111 ' D RA I IF THIS M ICROF I THAN •'�_._ I + THIS Nu ISL SS CIEDU THAN — — THIS NOIIC�, IT IS DUE TO _ _ 4 THE pUALITroF THE ORIGINAL ("91,11!Illi L LE I13 9a IL L 8t 81l L[ 9�i � [ T I I1 i 8 9 L 9i J bRAMINC. 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IT IS DUE TO THE QUALITY OF THE ORIGINAL E L81Z LZ 6 4Z Z Z Z 181111-141141141111161 [ [DRAWING, � Ili�llll��rlll IIIIIIIII IIIIIIIII IIIIIIIH Illi�llll I1111IIII IIII�IIII IIII�IIII IIII�I!II ►►1111111 Iill�llll III►Illlj IIIII►III illllllll IIII�IIII IIII�IIII IIII�IIII Illlrlll JUNE 1 199a 9 PLApol T LEGEND 10111,11) ' o, 40TANICAL NAME SIZE COMMON NAME or N Act 4111�i "PILE Date: Revision: yj _ _ \� 43 --7 W, MuKe N „ . ,� •d C'1YF71�,^1,,) _-} IA0.JQyl.hl� R+t.. ii/ c low too it > K, > u -4eb 4 w Poo 4'A VAI & A S ATES ARCHI ECTS ., `� a-a ��'�p" `'`,-.. ,�„ � 4'� �''� � ` � `� • . -'?�' E Oft Ntw,&mT AIA ELEVENTH tf • ------- y PORTIANU04FICON 97'!05NV f .14, 1flfPHt1NF Q5011120-06"l, 'It, Q "N.&P qo)"Awr IMP Pv�p. 0AA61ILD &%A.PL IW A(* ?.4071.6D •.1 ELzxzl A,-.G in %4cJTlr-1 AJAICHITex.,T IF Oklil-w z L 0 14 X Z'\ I --"0/- A ui pty!lo- - COWOWL.r&b 0-4 djPY D Lc 4-t ire 10, 01 �J tat I J or I^C%X+ 64=p &oz t!V9%4-*kP-4 %AWIT*- r to • te\ -AL- 40 11ILN Cha WP. to- A al .L L fps& 0".40I.-W POP, ACTLJA-L- Mcpp l � ( i - _ � bF��GI�-uy � OI"', L.LX�r.�4 � w ,/l Atow ps, laz Plan I NOTE IF THIS IS M ICROFILMED 17-1, 11 I I I I I I I 14 I I I ' I �` I - / I I �b I 11 I I � DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. f,ll llllillll IiIIIIIII Illl�lill IiIIIIIII IIIIIIIII Illl�illl IIII�IIII IIII�IIlIIIIII�IIII iiIIIIIII Illl�flll 1111�I116t,.,,111 illlhlll lilllu III+IIH `Ilhll Im .Ill IiIIhIIi IIII�IIII illllllll Iilllllll JI IIII�IIII iIIIIIIIIIiIII�IIiI POE, JUSNIE 1 19 9 0 20A 410 0 'yD Z 24' G •�'i O" 9v � rTLA - --- __ _ . 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DGX.7R 13 UTH A4 MRMIPM wow, now .+ter..._.._.� ._ � III �If III III I�I �; I�I I I III I�I III I I III III III III III I�I III I I III IIf III e I III III III I I III III III I I I I I I III I�I I�M ISI i�,l�l I I�I ISI I�I�I�I III ISI I�I�I I ' tl � l ilii � I � � I � 4 ilii ill � �- I - �rII � I � �--� i �► iilblillllill�I - NOTE: I F THIS M ICROF I1�1ED -- DRI 1 AMING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DUE TO _ THE QUALITY OF THE ORIGINAL y y Z Lr y Yy Z I Z Z Iy Z 8T [ L1 t T L T I Y l T 8 f� L �B Tmili--iii liiiZiumlillil 6l ,,,DRAMING, el �IiII �II1IIIIIIIII►rllll 77* JUNE 1 � 1990 .�...... - mlwes.�vy�r„m JC�t: _ate.:•-,:....,.I..�x.a�.s,. .. •aucarc.• ..__. ,... f. .. ' s t: i> li r _iF•tb�M� � � i ASA R�'1. POKILAUD,tj' - ah' CSE (A r � o t' A� Com" OE�G^• / 11 . g1 - u� 1-fCd�T s O'•O ,, � i IPI C«PrI�KT M l w r L ect0 ,�► 2 KM �'l 4P c .13 i o a I i I THOMPS"- ASSOCIATES � + ARCHITECTS i AIA - 1-- N310 50UTtIWfS1 FLIVENTit PORTLAND,OREGON 97203 TELEPHO�iE (Stlli z7twt,6E 7 1 i l I ILzi ctimon Section OF- - I . I� I , V • !"Aw, I I ( 1 • I moi. pINF, PAP.- --CIA AP.- I I , ( F I -� - -- r A - _ _.__—__..__ i■ �T - CE A� IIII A • i_ 40 , � � ' 1111111 i�ill�i i�ilill illlll� 111,1, �I�II II �lilili I�Illlllllillli Dili i I�III�I 131373 NOTE: IF THIS MICROFITHAN �I_l� I 2� I J� !�- �- I-- �--I- --v�- - ! L-- --�� -��--- ! 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. S Z L LL 7, 4L L L L iL L 8i i Ll S S ILI A 7-L ��► 11111�11� ►u11�1111�1111�1� IIII!I�I�Il�llllllllll ��lllli I��Ill�li�lulllll►III►I►IIi ��ll��► ��Iil��,:�!.��I I�� I►� �I�II�II� ��I�I►�II►�li�ll�l�l�lllll�IIIII�►I ��IIII►I�I►III�II�I��►II�II I��►II�I��IIII ��i�lllll IIIIIIII►1111111111�1�llllll�lllli►III��I►Ifi� JUNE 1 1990 ._...__ - ------- � -- -,-.r.. �..—.r.......�...._......+.�..........�.,r..»..«rnw_,...,.. .:r�'tr ei^x�+r.M.ra.r+e-:.,�'e.�,owa+•e.f�aww.a�r!nu:pias:. �,rt...:r+;� .M�� ,. -. -.. . .! ,,.-:._. � <. ,^-ao+-rr-verr--�,,,. ._..`.� u� _.._ _ ...1�.... . ..- __.�u� - w-rra,•„_.s.._.. _. _... __.. .._.._....�..,.�., — ... 42 �3) n�. I � . A I A t �► -- _ A ---- A-Jtp 161 GAAPPC ...................... _ .......... �•�� I �4' 41 ! --- L---------- - - _ ■illi - _ L _ L ,SII= ' •o �b►��ease-w � oGr lr` • G7 � cin. C��.✓A.``t'�; � ' ~ Q W 13 > cr S14C t w w 14 � � '2� '�CTGH 4K�. �Z►!,K ' � 3 THOMPSON VAN(" &_ ASSOCIATES I AIA HITEC:TS Inro So;iTHwm ELEvI?NTI.1 PORTI 'velGON 9,7205 TELFPF t)210-0"8. �IMIL.�+iC 1!GHDrf If CD L Z 1. I � � I a -- IT r- I I I i P I i QI, '' GGurl131r 14QT" +, I I bIMI�IVl. i I I I � 0 i L9 a � I ' IC"JIrAi. b ( �jllI JL ,� �._ ��G O►''� � WDLL- �_GT C'y � �, �'�•�..,.. �"_.�'�C"-� �i4.�L , .. 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'teras tam � V " �It..Drr+� �P�R, 09'''�C� L'�"'� rJl'rl■I r----' R.YI<,II:'70CV WGL7sV HA '-1!5--,P, qahvulwzl:� Ii716/T �LJ ' .'� F'"'f�(�/ • G N � 'G' 4.LI U1fI' l. F�'•Gb f�R�/,►C I 4 NCIC ("1L�lU.rG7PH �!'T�v' ' CG�!`U'CC11� i �' �"LRT1 J� G'!'.,4GR0*iUN beKhCLe4l( qn:::F i ,CJI R• ^ �•-'.-• "•�x-.- Li_ C24P r� JC. OLUMI�! '� — =— I V'_�� I� ✓1-I�� `, n'V w . L+t. 1 644l a 11.011 , _ ..mom:.- ::�.•_._.-..........__ __,,,, „_ III 111 11� I�I III Ill III III .11 I�I I�I I I III III III III III rlr rII r NOTE IF THIS MICROFILMED 91. I4 IIII1igIlII DRAWIPEIS LESS CLEAR TiAN �I r P THIS NOTICE• IT IS DUE TO _ __ TILE QUALITY OF THE ORIGINAL DRAW I Nr, S Z L Z 14 Z L L I Z i L Z I BTgI i L i i i 1 it IT I ILII ullllll►III►I►IIi IIII�IIII Ilil�llil Illlllfll IIII�II!I Iill�llll ILII lill IIII�IIII IIII�IIIIJII! �� IIII�IIR,� ;,1111 �� IIIIIIIII�IIII IIII�IIN Ilill►111 I►11111i1 IIIIIIIII Illl�iiii IIII�IiII IIli�lll! Iill�llll IIII�IIII�I!II�IIII Iill�llll IIII�IIII IIII�IIII Illl�llli IIIICIIII JUNE 1 1900 .---ter-, ..,.e.•..rr-•+ yrrwrAr�� ir r.r ... .. r +'�liu.,-.: -.a..w..-...,-+... r.wrbn..: -n+�rrwt _ ._.r... ._., . - .ny;s as�2.::a-s. - .. - . q # ULFe - f 1 14 1-v II ?dI-2II _ 8482 w G1NE # ,..I' � (,Psl.. LGL. �• Gam- 31-4 w , u 11 A 011�ooM 1° ,� I u I 1 W , to 01 - . . . . . . . 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Isnx, COLUMN & FOOTING SCHEDULE t- 0 TFi. 6A(&',x%*11 *")( 121x 121` I-li" 1 &11 (4D o Ll9) .5. 401 ' C'-v"X IJI .0IIIx 'I 'I ' IIit XII 60r1pA.-"Tev loll; IUX0 v 140 ij oro /-.p (� 12"X 1011 1-011 4.011;' 1 '5 r-r T-" cx 4y4 1p 2r 1011 -Ou ,,e-01'X Iv %il _ ® ` ` -4 o 4 coL, uL. NOTE: IF THIS 141 DRAWING IS LESS CLEAR THAN ------- THIS NOTICE, ITIS DUE TD HE QUALITY OF THE ORIGINAL DRAWING. IIiIlllll11 411IIII1 ml�IIIIIIIH � IIIIIllll II �IIIIF111111111 4-111 -41 -_�- J UNE 1 0 990 mv MxA i % ti •-'�.a'°"Y""�,,- 11■ IIIIIIIII .- .._ YN T,•: ._ .Jli�j.. .. iG�.V :. aplAw4.w�,`.!3! .: Cr, _ J.' ' Yf .Y MTlxe.•.f.W<.• .. •. - ! ?% REI r�F •(H RJ J•( -- x� fi j,G{NEt - -- ----+�r- I •T 411+6 Gil. 8482 J:141 V1 47 (k Li 4110 yy R :.Ul..t7 (G.J. r 1• �kE-6X.e1�V I /V��GO+'1!i Phi C:Q"��'11;Jti1 VA!I f I'/2" �-( --,Lai'� T 4 11 _ o I2fy I I Veil'rOOLC D I�2" Irl 12 r` �.- ��NT� I�I I - ., •, � I _.��i �` -._�_� U _. 1 .. P 171 JOINT- (t7Fi �(1 K e P.Ao°ir, -- LIP LT T� 6u �' 1 I II�•,ulw o r1 -- -- �� III it L p�1A f�H �4 _ ,, p'� y "' __ � �rl : '` - � � I' �bft'f• KE�r-r F, � _...._ _ wNW- 4 24'vcr. �h�%' [o<i I 1..4r: hl Or l >H F: �I�. -- E�c 14 Vp tlUf RVr_r ,INF icfl' •`� Got+ 1UP b ! n i 'MI2o Jrvlr W - 1 � AQTS' IAF VJFit G.J:=. L 1211 .+ • �i' i •: ,+ .... -- -21 =0�� p*cr tE 4 H I r�0r. '�1�� _ - -''- 1 ! ' _ 'f a"�=1�'' s- ,-'� �Y2�s�I ou •�2 -_ _._._. --�w'�t-o�`- �s2 I I =II.011t _A'� •IIx � ,�_��I .• - v lel. -�'�'• \ /Co'I 184 T'f 17- �IJDS , vLR"f rJ/ 1w T SS Ae I to- '2 '2 4L I r � j✓TG SI�� SIN / clLd `J2 III-II_0II 4 GENERAL NCYI-4S I:kNE FJ11. REINFORCING (CONCRET%) 1.. These Horse set miniruum standards for construction. The drawls s 1. All reinforcing steel to be ASTM A615 Grade bG, exce t ties, certificate to engineer that the ins cillos ware mads g' govern aver the 1 . , stirrups, and dowels to Pe and that trusjes are in acceptablt General Nates to extent shows,. masonry to be (-rade 40. condition and meek with the manufacturer's design and installation requirements. Contractor shall verify all dimensions and conditions on drawings and in field. ;, quirements. Fabricate and install reinfarcurg steel according to the "Manual of Standard Prrctice Coordinate locations of openings through floors, roofs and walls with architectural, , STRUC:TURAL 6 MISCELLANROUS STEEL mechanical and electrical plane. Notify design agency of any discrepanw.ec. for Detailing Reinforced Concrete Structures" ACS Standard 31�. _ 3. Provide dowels from footings to match all vertical wall, pilaster and column reinforcing. I. of AISing, fabrication and erection shall conform to the Steel Construction Mar:udl S. Contractor shall provide all nE. Nosy temporary support prior is completion of g be RISC. vertical gnu lateral land systems. Lap 30 disasters or 21-0" min. 4. Lap all bars in intersecting footings 2'-0" or 30 diann-:ers whichever is greater. -' All steel to be A3v except as noted. 4. W,-ere reference Is made to ASTM, AIS", ACI or other standards the latest issue shall 5. Alternate ends of bars 12" in structural olabs whenever passible. 3. All welds to be made by Certified Welders to AWS Standards with E60%X or F.70XX • apply. b. All wall reinforcing to be. placed in center of wall unless shown otherwise on the electrodes. 5. Inspection and/or jab for by ion is t u provided by this deelcn agency un:ess drawulga. 4. Bolts to be A3U7 unless otherwise noted on drawings. lruvide standard plate washers specifically arranged for by separate •ontzact.. I under all Balt heads and nuts ut contact with wood. b. All work shall be in strict compliance pith the Uniform Building Code as amended b, WOOL FRAMING 5. All structural bolt tubing to be ASTM A500 Grade B fy - 46 Y.sl. the State of Oregon and all other state and local codes and building requirements 1. All laminated beams to be Louglas F:c 24F-V3 simple spans, 24F-V8 for cantilevers per E'• All pipe to b!' ASTM A53, Type E ar S, Grade B. that apply. 7. Ueaign Criteria: AITC 117 specification. Appearance tirade to be rndustru:. 7. A7.1 light au a steel 16 gauge and heavier shall be formed from steel of ASTM A570 )- All lumber species and grades to be as follows: Grade D with fy - 50 kai. Detail and fabricate lightgauge steel per AIS? Standards. a. Basic Roof .. . . l.. . . .. ....... . . . .. .... ... .150/sq. ft.. Joists, beams and strin ers. . . . ... . . . . .. . . . .....Douglas F1.r 42 B• U' rnt oversize drilled or punched holes with burning torch. a. � 9 t�. F'lours. .. . . . . . ..... . . .. . .. . .. . ... ...... .. . .15U/sq. ft. b" nom. and renter beams and stringers. c. Wind. . .. . ... .. g . . . .....Douglas rir N1 U.B.C. BO M.P.H. Ex{Kisure A b. Bucks, blocking, bridging and m :t(... .. . . . . .... . ..Douglas Fi_ or Hem Fir N3 BLOCK AND HOIAoW BRICK d. Seismic... . ... . . .. . ....... .. ... . .... .. . . . ..Zone II C. [ x 4 studs.. . . . . . . . .. . . . . 1. Assumed f'm 1350 psi. 8. Mechanical equipment, mechanical and sprinkler . . .. . .•• • •• • • • ••••• •• .Doug. Fir "studs" or std." 6 better p piping larger than � ' ala, or other d. 2 x b ;tuds ar.A larger... .. ... .. .... . Douglas Fir 42 ti• All masonry units to be :;rade N-1 per ASTM C90 dry to intermediate humidity condition items producing a hanger load over 500 shall be hung by a system approved by the e. Sills, ledgers, design agency. An hanger g platers, etc., en.bF•dded .n or per Table No. 1. g 9 y• Y g producing a load over 200# shall have additional framing in contact with concrete. . .. . .... ... . . . .. . .. .. . .pressure. treated Douglas Fir N2 3 Mortar to he ayes S and grout to have minimum strength at :8 days of ZOOU psi and installed to transfer these loads to the main structural reams or walls unless f. Posts. ... .. . made whit 3;d" pe S aggregate. . . . ........ . .. .. .... .. . . . . . . . ... .. .Douglas Fir N1 of rrwiee approved. 3. Crossbridge or solid block at 8'-0" maximum o.c, for solid sawn joist 2 x 12 and 4• trout cells and bond beams that contair reinforcing or e{sbedded items. larger.. 5. All work shall conform to Section 240'.. thru Section 2416 of the "Uniform Buildinc: I. Design 4. plywood sheathing to be standard grade with exterior glue. Install roof and floor Code". I. All sill pto bear lrUu psf LL plus L.L. sheathingwith face b. Reinforcing for d" C.M.G. to be AS714 A615 Grade 40 placed in center of cells as . . All footings to boar or. firm, undisturbed soil or approved compacted fill minim-.W, grain perpendicular to supporta and stagger end joints. Install wall sheathing either horizontal or vertical and block all edges of plywood with follows: 18" below final grade. Notify design agency before proceeding if any unusual 2 x 4 or thicken blocking. Block roof sheathing where noted on drawings. a. Verti-.al: N5 • 4'-0" o.c. plus NS each side of opening x full wall height. conditions are encountered is the footing excavations. 5. Framing anchors, joist hanger, post caps, etc. to be "Simpson" or a b. Horizontal: 2 N4 0 4'-0" o.c. (lat bond beam 48" from 3. Do not excavate closer than n 1:1 slope below footings. F approved equal. ground floor) plus N4 4. Clean al.l6. All bolt heads and nuts bearing on wood to be provided with a washer. at top of wall and at each intermediate floor level. footing excavations of loose material by hand. 7. All nailing to be per '!'able L15Q of the U.6.C. Nails called for on the drawings are C. Lintels: Less than 4'-0"....2 h4 in button of 8' linteld. .. Excavations may be made under continuous footings for pipes. Backfill to be approved to be cammoa. ny engineer4'-0" to 8 -0"....2 04 in bottom of 16" lintels. . U. Cutting and notchlri of d. Corner and intersections: q joists nut allowed. 1" diameter hole may be drilled in the .CONCRETE, center 11 2' 3 of the member depth. All other holes to be approved. 1 -0" x 2'-0" corner bar at each bond beam same- seize hr>rixonta Str9. Studs may ae notched in the lower 1/5 of the height of stud for electric and plumbing reinforcing. I. Strengtht Average concrete strength as determined by job cast lab cured cylinder 7. Electric boxes, conduit and plumbing shall not be placed in anN rf )1 : r (our ., thl+ to be 3000 pipes but no part of notch is to be deeper than 25� of width of stud. Holes of psi at 28 days plus increase depending upon the plants standard deviation diameters up to 1/3 of width of stud may be drilled 1n studs but not in center 1/3 of contains reinforcing. as specified in ACI ants: their height. S. See drawings for additional reinforcing. Minimum Mix Requirements: a. (Cement content per yard: 5 sacks except slabs on grade to be 5-1/2 sacks. NUCAD ROOF TRU:7SES b. Slump: 2 to 4 inches. Deviation from design slump +112" to -1". 1. All roof trusses shall be manufactured and designed by truss manufacturer to the C. Air Entrainment: Per ACI at all exterior slabs. following .load requirements: d. Water reducing admix (Pozzolith or equal) for all slabs. A. 25 psf live load (snow) J. Place and cure all concrete per ACI codes and standards. b. 10 pGf lead load top chord 4. Provide control joints in all interior slabs on grade at 25'-0" o.c. each way C. 5 psf dead load bottom chord maximum unless otherwise shown on plans, Provide heavy (3/4") tooled joints d. Allowable increase in wood members stresses due - 15v at � 0" o.c. and premolded expansion -joints at 30'-0" o.c, in all exterior wallas to duration of loading may. Up?ift as specified in L.B.C. and slabs. f. Additions?. �oada imposed s s `-. Sleeves, pipes or conduittt of aluminum shall not be embedded in structural concrete po Y b• pecial conditions. See drawina_ • unless effectively coated. �. All bridging, bgarina hardware, blocking, hangers, etc. , that connect to the roof tr4aser shall be her truss manufacturer standard details. 3 . Truss erector shall exercise extreme rare during erection of roof trusses to prevent the thisses from buckling literally. Use spreader bars for lifting trusses and provide lateral bracing as necessary. 4. Shop drawings shall be submitted and stamped by a registeked engineer in the State of Oregon. 5. Truss manufacturer to inspect all trusses after they have been erected and roof sheathing, bridging, blocking, etc. , has been trnstal.led. Manufacturer to sulsrrlt PINK ` II III I I III I I III I I III I I III t l III I I III I I III I I III i t III I I III I I III I I VIII V I I I I�I I I III� I1 1 I 1 1 L1 1 I I'l I�1 1I1I1I-1 1�III�1 Ill� NOTE: IF THIS iT = I � v.L II � I DRAWING IS LESS CLEAR THAN 1 I 2.I J �V • THIS NOTICE. IT IS DUE TU _ y THE QUALITY OF THE ORIGINAL �_-�--� !� -� C • DRAW ING. 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III III III NOTE: IF THIS MICROFILMED I � � �-III II I I 11I _I $ - - 2_I_1DRAMIPG IS LESSCLEAR THAN I , 111IS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. IIII lllllllllllllllill 1111111 I Illllllil Illlllllili IlllIIl 111111111 lilllllll Illllllll Illllllll T61 1 i �`.!Ill41 Illll Illlll�H ull!111I imlllll Illilllil Iilllllil illllllll Illlllll!I illlllll Iilllllll Illllllllllllllllllllilllllll Illilllll�l►Ililllillllrlll� JUNE 1 ) 1990 ' j --now .. .._ _ ...... - .. rwr�l,a ,ems„-•1•,,,,x.--t ..