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11308 SW 68TH PARKWAY-19 I / :3 AT ' l N N mreR eD TO BEAVERTON TO PORTLAND FOS SW BATH PKWY S%Y 72ND AV Site K IF R RAT N 1 SW HAINES RD 49, ♦ ` - SW BAYLOR ST �,` �l.�9�Oy•a r �r.1 I.Y•` 0 s C C Ic s ICES CO PO 10 TO SALEM I1 Tigard 4, VICINITY PLAN _A_ No Scale North TENANT KEY PACIFIC SERVICES CORPORATION 7180 S.W. FIR LOOP TIGARD, OR. 97223 503/684-2445 OWNER / DEVELOPER / CONTRACTOR WESTWOOD CORPORATION 3030 S.W. Moody Avenue Portland, Oregon 97201 503/22.2-2000 INTERIOR IMPROVEMENT DOCUMENTS - INDEX OF DRAWINGS 1 SHEET INT1 FIRST FLOOR PLAN } SHEET INTO SECOND FLOOR PLAN ARCHITECT SHEET INT3 FIRST FLOOR REFLECTED CEILING PLAN — ! SHEET INT4 SECOND FLOOR REPLECTED CEILING PLAN SHEET INT5 INTERIOR ELEVATIONS MACKENZIE/SAITO & ASSOCIATES P.C. ILS SHEET INT6 INTERIOR ELEVATIONS 0690 S.W. Bancroft Street I 1 SHEET INTI WALL SECT IONS Portland, Oregon 97201 SHEET INT8 WALL SECTIONS 5031224-9570 SHEET INT9 STAIR #1 PLANS AND SECTIONS SHEET INT 10 STAIR #2 & #3 PLANS AND SECTIONS SHEET INT11 FIRST FLOOR FINISHES PLAN SHEET INT12 SECOND FLOOR FINISHES PLAN STRUCTURAL ENGINEER MACKENZIE ENGINEERING INC. 0690 S.W. Bancroft Street Portland, Oregon 97201 503/224-9560 Cep t' Ns rC'ay lir•;.r:Igc 5 9 s�/r 3CeM INTERIOR IMPROVEMENTS DOCUMENTS SET NO. BUILDING PERMIT/CONSTRUCTION PRICING SET Lt— SEPTEMBER 7, 195 .T' �ate, tom, I IIIIIII� J � if.-Afp(1i6.. � III{II�� ��'��� I��I�II �llll f��llllll VIII i IIIIIII IIIIIII IIIIIII VIII I IIIIIII Illli � IIIII�I III I I IIIIIII VIII I I III I�I�I I I�III��lihl I�Ill�i`Il�ll�i i�ili�illllyyl I 1 NOTE: IF THIS MICROI ILME D JL----�—� — I ��--- ��_ ( ( �J I • �� I i �1 -' ' Bbl-__I 111 I 1� DRAM13, 15 LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO — DDR MALITY OF T1# ORIGINALjJ� II I �g� , I — � IIII IIIIIIIII {Illlllil IIIIIIIII IIIIIIiIi IUIIUI IIII,IIII IIII11{u IIIIIIIII IIIlillil ilillllll II11Iillil1111{llli�`�I il,1l IIII�IIII il�lillilillllllll lillb��►i�,l����,ilfllfli,illl IIII1111ii11111iillilli 111111111 lillll,ll ullll,ll lilllllll IiN�lll�IIN111111111411f1 IIIIIIIII ' JUNE 1 . 990 r � r A 9 D E F < G H� (� ` K L M — - 275'- 0" - -- ---- (9) SAYS ® 25'-0" 225'-0" ----- 250- A" ,'S'- 0" r_ rr 'S 5/11" S 540 r /„ S S/13" S S/a' rL- 5/811-o" --- -.-- --- �-- -� _-- ----� - - 22'-0" ----- --_ � - - 2 1 4 �,?<'-0" ------- _. 15'-1 7/ars 5/8 i_ 5 ,r '-Q" �O 3 3/4 D.S. c - -- - - - - - -T--- - p - - _--_ - -— -- - ® , D "N o 1od) TRASH ROOM I _ BLIMP -- -_� NIi1D t o in M � i I I I CUFF E BAR 1 4" HIGH CONCRETE RAILS TYP. All WALLS SECURITY - I I > CHE K RECEIVING I Q LETO ® � � r cuRe 4 OFFICE a SHiPPIt�G/ <- MAN 107 RECENING 110A BUMPER- � ® I®-t109 RAILS I 105 TgAP _� .moi I MEN Q WOMEN I o ,n { ,n 108 Nl i/ I ; 123 124A I BATTERY ROOM I 107 1 _ 1 ) --- I I I II _ J -- � a -=-- 10�� ;--' ------- 9UMPER RAILS / i� / S�ECUR �I TYPICAL AT ALL WALLS I TRASH JANITOR w� - o 00 BUM --- I+i I _ --- ----- 1 1 1 �' 123 125 CSTiiN2K/� �N 0Y N I 5 RAILS TYP. _-- --------- N WALLS IALL 1 13 c / PA SAGEWAY I17r' �^^ 1248 2 -- M I BUMPER---P� - -- -- 1 / 099 - 1 2 tX 12Y ELEV. NURSE'S I r3 N N RAILS - - -- -- G M12 7H F I I WATE COOLER - - - _ N 126 / - -- - - - ELEVATOR _ ,I o I #' ^ I CAFETERIA I � ; ru I I '_ `°►�. FREIGHT v .- I 5 -- VESTIBULE I ELEVATOR 121A rr 1 oaA I 1 13 I VOID � Q 24'-0" I L A a HEET CARPET #3 o. vv �i 1��.-.-_\tel SPACE e•�e.-_ - -- 1218 �+ ,n I I OAK CHAIR RAIL CORRIDOR I ---- --- - --- ---- ----- - -- --- - IYP. BOTH SIDES '< - -- ---- -- I ELECTRICAL/GENERATOR ROOM - ;I D I I - i � OF CORRIDOR --- uY I rTlt� N I lA In 5 5,46' 5/$11-'p„ 5 S/b - - - 3 i N CLEAR -- ^ 5,-0 MAIL/DISTRIBUTION ROOM I 4 I STORAGE N - NA i / 10 41 i L 712 9 01 N 1 1 I I j 03 1 S 5/19" � 1M. 5 Sy„ 30'-0 9'-Dn Fri ie -- BUMPER RAILS I i b; -- - -�� --------a.i .WALL 1 1�y \ rw nw. TYPICAL AT ALL WALLS __ 108 I I rn TRAINING SRA WN1 II 1 I I V I i Nn 1131 ��. H ^ II � 12'6" � r_ r, 5►T-0" 1 121-6 12'-6" - v __-- --- ------- PROOF/A.C.H. ROOM I N I I I i t BUMPER RAILS BUMPER RAIL I i TYPICAL AT ALL WALLS --- I �2'-3" 4 II i 31 --- 131 C - --- - - ------ rY I I I I 101 ® t' Tr. i STORAGE ROOM ` `+ - -- M e t- 27" DE ELECTRICAL HEADER TRENCH - CONFERENCE I CONFERENCE CONFERENCE CONFERENCE REFER CE ELECTRICAL DOCUMENTS. OPEN OFFICE AREA --- --- - _ __ L 31 0�; �� 133 134 ,,�3 ` 138 p n ; tpy'�� I / D -I N0. DATE PURPOSE O 0„-�5,_ „ ,_D„ i �i i ---- --=--- - �`AY' '� � � A' O I --- -- I I -- - - --- .. --- - - m -- o L —_ I v In _ I ^ REVISIONS -- ---- ----- ,7 II I sm I I I I 5 6,� C I 1 A COOL �� � I 1 - 03 PASSAGEWAY � ---� - .o ���• <5\ - o .. I I -- - - ----- _ 1 - 0 -- T 10-.3 3/s" •'� I ` - ao �, 119 1 1 5'- I / Operations ------------------------ ------------------------------ �_ - P-II — -- - � ^ - ----------------8-------------------------------- ------ -- - ---- - ----- O , _ ---$- � � � -� ._ Center for : O ( � ---- i I _ LO C 3 T 7 N SPAIDE �E EV TA oR I °'� Key Pacific —----- BUMPER RAILS 101 FI I - -- Services C e s Corp .TYPICAL A7 ALL WALLS --' ETEC. ROO I S R _ \' I 7' • + 5 TELEPHONE - - L-_ In I I _ 1 1 6 B I -�- (2) 27" WIDE ELECTRICAL HEADER TRENCHES - >- REFERENCE- E,;-.MACH. REFERENCE p��� DOCUMENTS. m Tigard, Oregon ! %3 1 16C 10 - - _ 136 -- In h Developer: -2- ---- ----------------------------------- ------ --------------------- -- --. .---- --+-- -- --- ---- ------------------ -- ------------ -------------- -- �. 6 TELEPHONE - - -------------------------------------------------------------------- �O1C STORAGE - --------------- ---------------------------------- ---- 1 ETEC. ROOM Westwood Corporation -------- ----------------------------------- - ----------------------- [.DSEL------ - --- --- t37A ---------- ---:4 ------------------ -------------- ---------------------------------------------------------------------------------------------------`-------- 3030 S.W. Moody Aver ue - -- - ---- -- --- ------------------------------------------------------------�� 18C --�. _..-------------- ----id- ---------------------------------------------------------------------..--------------------------------- --------------' Portland, Ore on 97201 i - - - � \ AREA ' '�____.._ __.__ 1378 � '• g tb503 '222-2000 HALON CLOSET SORTERS ROOM [116 0 r 7 __ Architect: 102 101 _-.__-- - 12-6 __ 13'-O"- i� TlT 6 I (�j 0 ® ® 1`6„ ;- �I - �,� ® ® C] Mackenxle S alto do Associates P.C. Portland, Creaon 97201 0690 S.W. Ban--r-oft Street I I I 503/224-9570 - OPEN OFFICE AREA _ Structural En unser: STORAGE - j i I AREA - 18 � ' 1J---- - 3 - -- Mackenzie Engineering Inc. �-1 7 0690 S.W. Bancroft Street o a - 503/224-9560 o -C Portland, Oregon 97201 as L.�._ 1o1D I I `f' Mech Plumb/Fisc Engineer: H.A. WiiIIQM3 Associates -- -177:1-- ------- ----------- _ Consulting Engineers I - - - �- 980 West Henderson Road Columbu 614/451 -.1711-, 43220 Landscape Architect: R e l i to Schedule W a l i L egend Murass Associates .:7 I 1300 N.W. Northrup Portland, Oregon 97209 I MARK SIZE NOTES F-_--- CONCRETE WALL PANELS 503/242-1477 O3'-0" x 6'-6" WITH 1/4" CLEAR TEMPERED GLASS OR 1 /4" WIRE GLASS IN 1 HOUR r----i FURRED WALLS: 1 1/2" WETAL FURRING CHANNELS 0 2'-0" O.C. WITH -RATE6 CORRIDORS SEE DETAIL 7/INT6 - 1 1/2" RIGID POLYSTYRENE INSULATION AND 5/8" GYPSUM BOARD UP r �r rr rr „ 6" ABOVE SUSPENDED CEILING SEE SHEETS INTI & INT8 I lL•� 5'-0 x 3'-6 WITH 1/4 CLEAR, TEMPERED GLASS ---OUTLINE OF SECOND _ SEE DETAIL 5/INT6 rte— I C " FLOOR ABOVE - -�-� S TO FLOOR OR ROOF STRUCTURE ABOVE wjac - .-- - -- - -- - - -- -- -- -- -- - --- -- -- --- - - - - -- - - -- - - - - -- -- - _ .- - - - --- - - -I J (3) 5'-0" x 3'-6" WITH 1/4" CLEAR TEMPERED GLASS - - - -- - __ - - - -- OU - L - LS T - -- -.1 - - - -_ �, - - - - T7 j�� 5 5/b" C.M.U.CMllWA I , C SOLID GROUT ALL CELLS AT ROOMS 107,i 08 AND ROOMS 206 207 08 _ _ r~• SEE DETAIL 5/I T6 ! I FURRED C.M.U.WALLS: 1 1/2." METAL FURRING CHANNELS ® 2'0ti " O.C. T r ' 1 U 4'-0" x 3'-6" WITH BULLETPROOF GLASS WITH 5/�S' GYPSUM BOARD UP 6" ABODE SUSPENDED CEILING - AT ONE �� PhiW* OR BOTH SIDEL OF C.M.U. A,S INDICATED ON FLOOR PLAN. C.M.U. TO FLOOR OR ROOF STRUCTURI. SEE DETAIL 5 MA 0 SEE 3/INLS (CORNER RECITE) F / WITH BULLETPROOF GLASS I I i 1 WITH 1/4" CLEAR TEMPERED GLASS ` PARTITION WALLS: 3 112". 25 GAUGE METAL STUDS ® 2'0" O.C. WITH O 2'-0" x 2'-0" _- I 3 1/'2" SOUND ATTENUATION BATT INSULATION AND 3/8" GYPSUM BOARD AT EACH SIDE UP 6" ABOVE SUSPENDED CEILING. ALL PARTITION WALLS FIRST F L CJ =�> (2) W-0" x 3'-6" I WITH 1/4" CLEAR TEMPERED GLASS TO PENETRATE CEILING PLANE AND BE BRACED TO FLOOR OR ROOF STRUCTURE SIMILAR 5./INi6 - I ABOVE. SEE DETAIL 3/MA �••■>�<,..,r (1) HOUR RATED CORRIDOR WALLS: 3 1/2", 25 GAUGE METAL STUDS PLAN 0 2'0" O.C. WITH 3 1/2" SOUND ATTENUATION BATT INSULATION AND 5/8" TYPE "X" GYPSUM BOARD AT EACH SIDE UP 2'0" ABOVE SUSPENDED , I CEILING TO (1) HOUR RATED "LID". SEE DETAIL. 1/MA FIRST FLOOR PLAN L - - - - - _ __ I m FULL HEIGHT WALLS: 3 112", 25 GAUGE. METAL STUD 0 2'-0" O.C. _ WITH 3 1 72" SOUND ATTENUATION BATT INSULATION AND 5/8" TYPE "X" DRAWr; HT'• DATE GYPSUM 60ARD TO FLOOR OR ROOF STRUCTURE ABOVE. SEE DETAIL 4/MA MGV / WSB Z SEPT 1988 CHECKED B,: .JGN �J',it�BER: - 39,.37.5 S4.FT. �-=-� DEMOUNTABLE PARTITION SEE DETAIL 2/MA RHP/G,�H/WS9 P289301 ® MACKENZIE/SARO t ASSOMTES.P.0 19!0.ALL 1110HTS RESERVED THESE DRAMNOS ARE THE PROPERTY OF INT I M&ENZIE/yip t ASSOCIATES PC(M 5 4A)ACAxND M[NOT TO BE USED 011 REPr10 + ^ E IN ANr w�NNER ExcEPf THE t I L PR10A WRRTEN PERMISSION OF M mow. ` I,IIII� I,IIIII IIIIIII VIII I IIIII`I Illli I IIIi141 IIIIIII IIIIIII VIII I I�IIIII VIII I II11111 I�I(I I I�IIIII III(I I VIIIIII��IIII1J�J NOTE: IF HIS MICROFILMED �1 �i i' b I 1 I 1 G 1 I I I DRAW iN; IS LESS CL.:AR THAN 1--___..__ -1. ---__�._-_. .- -L-�.- - •..-..1.._--. __ -1.-.__ THiS NOTICE, IT IS DUE TO THE QUALITYOF Tw_ ORir.tNAl r g y Z LZ t 4Z Z S t lL L 8l I Gil T L T T [ tl l e • 6 FI,, ! ► 6 L 1, — L,RAWIW111i JUNE , 1990 ,A B C D �. 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RM CON 3 3/¢r 223 q� BUMPER RAIL BUMPER RAIL TYPICAL AT ALL WAILS TYPICAL AT ALL WALLS L _FICHE_ROOM 224 49'-8 1/4" TELEPHONE CONF. RM. CLOSET 224 TYP. PRINTERROOM 27T ELECTRICAL ROOM 247AJVENDOR 216 W0 -n. M H SHAFT 2S -------------- V4 ----------- (A 27 _21 226 CONF. ROOM CONF, ROOM CONF.ROOM i 1246 NI VENDOR RM. 228�[226 � 23Q4 OA I N--O •--D--A_ �.T-'l— -E.- - PURPOSE TAPE URPOSETAPE STORAGE ROOM COMPUTER NETWORK COMMUNICATIONSROOM ROAM LOW WALL--- OAK CHAIR 11 ELEVATOR S��LITH OAK CAP TAIR LOBBY _.-- ---. RAIL -- _ - - -G S A� 6(-`MlII1 1►1`F � -){F -M -REVISIONS EVISIONS 230 6' 9-5 3,14r, 05'55 5c W 0'-4" Operations ' CLEAR wOAK CHAIN Center for . RAIL Cn 4 EVATO e a : 1f i C�SM § M N'S 'n EQUAL EQUAL OM Services Corp .< A R1 Rb�M OPEN OFFICE AREA 16 Tigard, Oregon 231 © i Developer COUNTER A® 'FOHAIR in N MAN � Westwood Corporation k ® 3C30 S.W. Moody Avenue 0_1 Portland, Oregon 97201Cb� o CCNFEFENCEROCM , COMPUTER ROOM 503/222-2000 63oL212A m R'S CLO. Architect: Ell 3zMackenzie/Sotto dAssociates P.C-.N 5_ 0- 3 3/4" 0 0690W Bancroft Street 22 r 2M -rPortland, 7201MA Typ. ELEC/ 1� -'TELERM. a 503/224-9570 SHAFT 25 .1 Y\ 24=0 319' 314 39-0 1/4"--___ Structural Engineer: 5 58 VIECONFERENC5 E ROOM STORAGE Mackenzie ng neer ng Inc.236��-16t7" 8-8 3l4" ROOM 0690 S.W. Bancroft Street -43 3/t" Portland, Oregon 97201 503/224--9560 W17, CHA'IR ' AltMach/Plumb/Elec Engineer:�3 212C '-2 1' 1T-8 1/4" J=3 314"- - H.A. Williams Associates 7 710" Consulting Engineers 980 West HendersonRoad 2 ' RAW DOWN 44 Culurnbus, Ohio 432202� 614/451-1711 ` � wno to _ UNIT KITCHEN Landscape Architect: TOILET I TR2 �39ANRF1A710NSPHOTOCOPY/STORAGE ROOM ROOM3 Murano Associates r�9 1300 r'.W. NorthrupCOMPUTER ROOMEXPANSION AREPortla ,�, Oregon 97209�1�8 _ A _ 6 r -1477503/242 GUARD 2• -FSfiATON W'1TER COOLER 5 CT OFFICE C' IrCOUNTER072 120811OCILNU L A TELEPHONE AREA RMEN'S TOILET ROOM 0k so L,:!04 L � TYPh- l 242A MEN'S SHOWER WAITING AREA Q - N CONF. 203 ®N -2- � STOILET ROOM CSI U aL � OlNSECOND FLOOR 41 WOMEN'S SHOWER PLAN248< 9) N BY. •100r-011 �� ��� Mcv / wee Sea SECOND FLOOR PLANCHECKEDBY: JOB NUMBER- : RHP/CAH P298301 MACI(FNZIE,'SATO&ASSOCIATES•P.C. 1 /8 0" 19ALL RIGHTS RESERVED THESE DRAWIN3wE THE PROPERTY OF AI SUSEPR(M � AND ARE NOT O BED OREPRO DCED IN ANY MANNER MISSIE<£PWITH THE PRIOR WRREN PER ON OF M/SA "Wow an I ire NOTE: IF THISMICROFILMED DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS UTO THE QUAITTYof THE ORIGINAL w mt` ORAIING. dIn IrII�II,II 7CI,1111111 A -- - I7iI IIIIIIIII JUNE ,, 1990 a mom . ,.,.. 1 _- 'i .r `ft H w L M lye y.ir 4 . a U 25' � }.+ sEE �eTA 9i MA F-rR N U NC3 -TOIL-ET PAi�TToN SUPPORT 4 �. I�C.aGC,r-:QTF_ - _E / 4" NDI OONCJi1E -- -- - - RO 0M �-i'• I' ii cri_T J - - - II-o i 3r 01AS 110 ;:4 kIDF- - - _ RE A- 107 -- MEN, WOMEN -- _ . , NT 123 M •124 - - _ _ �L) P • BATTERY ROOM �-EI l..l Nf� -=-r M5 cW}1�1A11 105 ICL �.;LI Cv C�KIP TR S, w JAN1,10 I'. vE5?16UL o — w 1'25 -- - - - J"AELEV. _ 2 ! H H -- — 2 MACH. caYl°• — S Ai�f ��I H NO CRIL.ING - - �2� T -1 =T T - — o � a k'O CSG. V ESTIRU E 13 - - - - I,I U G CORRIDOR I ELECTRICAL 'GENERATOR ROOM - I n No CEIUIIvG - - - t 0 4 —Stf Eti /4 Sr-o po It6 ` ' �', AGO � . iJG �,Ei N� STORAGE 129 -- ._ _- 1 D OFF FA E NO c.c L N G �— - -- 3 -- - - sT - - - ' 1; - - - - -- — _ -- r Al 1N - - . - _ C-0 I L_I N I D 'HJT (ZED IN 9 �O M o ix f f" 1710 - --- - - - -- a�J .- 0 - 1 UM BOAIZp { -- - -- -- IF p - 4 1. STORAGE ROOM _ - - -- ONFE ENCS CON EREN Ni' NC wE ENCS - - - -- - IN5U AT 10 0K To F Q� - - 33 - _ - - - - - -- --- - -_.__ _� A lia --- -- _ N0. DATE PURPOSE REVISIONS • PASSAr#FW AI - Operations _ _ - 5 1 - - - -- - -- - - -- - - 1 - -- --- T -- - �- __ -----LTJ - -- - Center for : - II C - + k �. Pacific 40 — /J VoiO SPA-E i . E A'0 R I - -- S-AIR _ =-- - - - - - Services Corp . eLILI G SID vW Ch.B IN ZOOM ' - — - Jp -tLY. 0 - - I T-E� P�+o Tigard, Oregon - plro AGE- - -- � � ---- - -- --- I i Develo er: L _ os. GO T,- - ?H NE AREA _ �I_ILI r - c cyc .� - Westwood Corporation 3030 S.W. Moody Avenue _- _ -- _ Portland, Oregon 97201 i - - -- ho s- — 10 -- I ti�� Il.l CJ - 503/222-2000 777" J -�- - Architect: 6 - _ _ - ---- -- fL�?,s -- - - _ Mackenzls/Salto & Associates P.C. 0690 S.W. Bancroft Strest Portland, Oregon 97201 1 503/224-9570 STORAGE - I ous - _ I Structural En inee;•: F� •� ILIN 1 ' ce A.s -- — I AREA -- - ---- g — ry /14NT I ' 17 — — Mackdnzle Engineering Inc. 0690 S.W. Bancro�t Street ( .. - - --�-- - Portland, Oregon 97201 AILING -- - — ( 503/224-9560 n Mech Plumu Elec Engineer: 7 -- _- _-_-- - ----- _�__-__- ___ _ -- H.A. Williams i ssocSatas _ - wonsulting Engineers - 980 West Henderson Road Columbus. Ohio 43220 614/451 -1711 Landscape Architect: Murase Associates 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 I •, , ,...^ � flAl b 0 Gl1N a J. �I �A'V FIRST FLOOR REFLECTED I�EILINC FLAN DRAWN BY: 7 Sept.88 nATL. MGV / wso � EE First Floof CHECKED BY: JOB NUMBER: RHP. GAH/WSB 288301 _ - ---_ o-_Reflected Ceding_ Plan ---- _ m „A�„VM.A�AT1W.G IBM ALL ROM R[sMM .39,3 75 SO.F i . 1/9'":1 -Q" : r9m K" °' INT 3 LAX Or Y OF 12 Z IIIIIIIIIIi III ill IIIIIII I VIII IIIIIII I I III III !II III III III III I III III III I III III III III IIIIIII I I I I I III III I�I III J �IC _ }G• NOPE: IF THIS MICROFILMED DR,1WIf�[; IS LESS CLEAR THAN — IIH1S NOTICE, IT IS DUE TO _ _ _ THE QUALITY OF THE ORIGINAL E L I S LL411-1111111�1 L t tt IL LBI I L� l l l £i I I I l 8 N t. g 4LlrwDRAMING. 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I � .......::.:.•.•: I - — . ........... .... .... .... ...:.:•.:.;...::.• — t R. _ I --- — --- 1 -- - --- —— -.._---- -- _ I — - TAPE SfOR GE R OM CO PUTLP NE1 OR', OMMUN!CA IONS R00 - GO SQL _ I N0. DATE PURPOSE c, I REVISIONS - I 1 -- ' 30 . 1 U N - I Y Is IL.IJ T O >rwU- t" Mfg Operations I i 5 I Center for : S— Key Pacific -- - /J. :,ti`.:'� •, � 8 •F.� _ J; Services Cor p . *61 l 14 Tigard, Oregon IAN Developer: -�- — — / �. - - - _ • i c , . i eo, l Westwood Corporation o ratto n LAS \ZiA�lr � 401 3030 S.W. Moody Avenue J c, bTI oc Portland, nd, Ore o n 97201 _ 503/222- 2000COM COMPUTER POOM � .r O a I P - - -- n E N � G Co Architect: tec . .........:::: t L-O 10 o pr2 Fs'i-� v a it;.D U ...:..... h � P TT T .�L. -IA,rlrro►rs • cio. Uh G - - C. IT W __. ,,, •:.:.. ..........•.•:.•. ,•....:::..:::::.............. .:..:.:.. .:•:::...•...•.::•:..: Mackenzie Salto do i:isociates P.C. .............. .... _44 TT 5 - — _ S I tJ R L 069 I 0 S.W. n ........ ........ - - _. _. _ _ __ Bo croft Street I rt Po , an d Oregon 7 � - g 9 20t _ ti. 503/224-9570 Z�40�-I N RT�. Structural Engineer: — N L. V I I GRo-I T — - N Y co r I Mackenzie k nzls Engineering Inc. I _F --� 0690S.W.SBancroft Street Porti - and Or - e on 97 01 -- 2 c I 9 _ 503/224-4560 I �a _ V I� Cdi _ ter' D o Ir I L. 8 1 F Y I _ I - - -- T RI'J I L'- T Me ch P lumb E e c Engineer: U T / � R I H.A._ Williams Associates ... .. ......... sso aces 1 - 1 :: :: Consulting Engineer# I 980 West Henderson Road — I I Columbus, Ohio 43220 P. P c,p FIT _ I - 614/451 -171 1 TCHE TYIP. I Landscape Architect: I AdIT i - =t: -y?. & C11-,=F� I-.P- 'OI - IIII I HUMAN L�ATI NS r1HO 000 Y /,ST RACE Roo I I Murase Associates _ _ 1300 N.W. Northrup COMPUTER ROOMEXP NSIO ARS -- - Portland, Oregon 7209 II II - 503/242--147 7 RD I II TATION I II - - - - ECU ITY 0 FILE 0- ?TD I 81 I - — ?,F n L_ —. _ _—_ — �r �-� !>rN .:z c0YP. f3Ao.¢D FIT G jNiT —� • . • . � �I-o�' a�.p.F. ,..._ . Tio LE H IN L-1 j C-HIe-N -N/F�•iRY HEiCoHr W/ MEN'S TOILET ROOM 6p1 u N 1 r IL 17L+- 1 R N rzs-cau 12"F_N Th �' , 4" - - ZUSP• Ge`/F.PyD. GF-Iu�JV E 43 W) SHEL l- PAc.-4•h-CSE► ,,.INE-ARt — ;�k U ^' �1�AL. LE.IUN(� -'-YPlc,�s.l,. - 34 • • � � • ' -- I� d n OMEN S +?c) SECOND FLOOR 20+ �45 WOMEN'S SHOWER CEILING PLAN -- 244 DRAWN BY: DATE: 1001--o" 65'-0" � . f 1 0'0" _ MGV / WSB i Sept.80 4'U`:fr. gyp• 50 — �uyp �c.OU�r' GIEuI.IN(,ti CHECKED BY: JOB NUMBER: ISecond Floor Reflected CeIIIngPlan _ c.a.luNc>•a �I.o ' �..'�. a q' •o'' 1...r-,rt. RHP IGAHIWSB P288301 O''- vee,ALL RaKra PcecRvco • - � a INT 4 r OF 12 i&iAIMf01I Elm- 14 ' III}'III 1111111 1111111 lull 11111111 Illll 1 1111111 1111111 Illllll 11111 I Illllll lull I Illllll III I I Illllll tllll I VIII I lull I If`IIII�JIJ I 11111111 111 III 1111111 111il NOTE: IF THISMICROFILMED 1 4 �`4 �� �C, I }1 I DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO _ THE OUALI'fY OF THE ORIGINAL tt:: � � TT DRAWING. 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Yr�w�/� .•w-r.._...-..... - -. -....�..,.•.. .._. �r� F I, 2-111-011 - 1 , a,, --- - - - -oil s_41- iI , ''S �- _ i �,.� 0 2 � ►°I Z.I J = to - : - n MENS Cot WOMENS I S FS`�� i. 5 "N TOILET ROO '1a ~ TOILET ROOM 5 1 -�. _ ^� ,�,� + = 1 J` ~ I `� � + 234 �3� / _ F1 Tj Q %rz 21 � 0 I --- n Q 4 N tO I -I - -- -- y. r N •rDt ' - -- 4- Q � l West B No.th East _ South Wall Elevations - 232 1/4":1'-0" 0 � lL_ --_ - - _ o f a s Z ,v g4� t �I - , 4 -{ N i. l_ -� I -I- V �I 1 7 Toilet Room Plan 232 & 233 A WE3St B South East p North INTS T. . N. S , See detail 10/MA for toilet partions support system 5 Wall Elevations - 233 North G INT5 1 /4":1'-0" r - - -- -� 1-4) 15 I� A 5(o M fi 6 00 _0 CI7)- 2•G - p _ n ; O -- -- 'TELEPHONE tV4054 e - - - LEH N C ,. _ - NO DATE PURPOSE 2 ENTRY LOBBY - MEN'S TOILET ROOM 64- REVISIONS Toy - -,� �.- = 242T Tele hone Room 240 West North East PASSAGEWAY I241r- -------- � � H - _ E 3co I 2MEN'S SHOWER - _ = 1 I _ Operations Z z 6 Wail Elevations 242 & 245_ Center for WOMEN'S TOILET ROOM -a- O - _l9 N }245 --_ --- IhiTS q, , II 1/4":1'-0„ Key Pacific _ Services Corp . - WOMEN'S SHOWER � ' 1 i Keynotes p � � 244 - J/ VESTi - - - _' �� ; i. Tigard, Oregon �.�E. _ � - r1A _ 1. S'AF'ER TOWEL DISPENSER/DISEOSAL 201 170 _-_` 8 -�, 2. SEAT COVER DISPENSER DsvelO er: 3. SOAP DISPENSER 4. TOILET TISSUE DISPENSER AR Westwood Corporation q _ �/ \� _ O' o 124 8. FEMINBNE NAPKINiTAMPON DISPENSER 3030 S.W. Moody Avenue _ cls -� - Portland, Cregon 97201 a �I I�j ° 7. FEMININE S/ NAPKIN DISPOSAL 503/222-2000 `�5d` � 8. CLOTHES/TOWEL HOOKS 9. SOAP DISH 10. SHOWER NOZZLE Architect: _ 11. RECESSED SOFFIT ABOVE WITH EGGCRATE LENS � ,� ---.k I a \ y 36 -'t --- 12. SOFFIT Mackenzie Salto do Associates P.C. l 4- 2�2. 31-2' a' ' 4i•�I� (D' 13. MIRROR c 5�2 West �/ 1, p 14. BACKSPLASH 0690 S.W. Bancroft Street -� _ �, 2il -�I_ 1/y I A � No•rth East South 15. WATER COOLER - SEE PLUMBING PLAN FOR TYPE Portland, Oregon 97201 -- '-- - - --- e �r✓ CD 17. LOCKERS 16. COUNTER 50.'/224.-9570 -D 2 Toilet/S�iower Room Plans 18. BEACH Structural Engineer: 19. TOILET PARTITIONS ----r -�. S INTj 1/4":1'-0" 7 Wall Elevations 243 & 2.44 20. SINK LAV. ( YOSULATE HOT WATER SUPPLY PIPE & Mackenzie Engineering Inc. WASTE LINE AT ALL SINKS - TYPICAL) 9 9 INT5 21. CERAMIC WALL TILE Portland, Oregon 97201 North 1/4 :1 -0 22. SHOWER BASE 0690 S.W. Bancroft Street 23. SHOWER DOOR 503/224--9560 MA., - 24. DOOR WITH HOLLOW METAL FRAME ^Ia. 25. URINAL SCREEN MachPlumb/Elec Engineer: IN �,1_ 26. FLOOR DRAIN - VERIFY LOCAT?Oy WITH PLUMBING _ --_ .-- - ---_.--- - ---- _ - f DRAWINGS 27. PAINTED GYPSUM BOARD WALL H.A. Williams AssoclateJ 28. SOUND SOAK PANELS ON GYPSUM BOARD WALL Consulting 1=ngineers _ I ,r�c� A TR_ AP 29. DISPENSING PO:;NT WITHIN 40" OF FLOOR P` 20 fj ^ / 30. BASE 980 West Henderson Road �- - 31 Columbus, Ohio 43220 �, 31. PLASTIC LAMINATE TOP. EDGE AND BACKSPLASH 614 451 -1711 4 `t S H?u I I�IYt_ ; a - ' / / 32. SINK W Q -0 J v r� N -- --- (32 _ 4 ..--- -- 33. ADJUSTABLE SHELF 4� F - _ - Landscape Architect: � .- ENTRY LOBBY a� � N � 35 _ - �� ~ \* ', �1 35. FIX DRAWER FACE PANEL _ 36. CANTILEVER SUPPORT Murase Associates X 05 _� �, �% I N I lk\ 1 IN T kITcNE� ✓G" - - - _ __ _ _-_- 37. BULLETPROOF GLASS 1 1300 N.W. Northrup -T Y Portland Oreg on 97209 SEE PLAN �2 A South CB North - Foizwlp=rH--�` 503/242 , 477TOILET ROOM }----� -- 20 . 43 GUARD r8-'� Wall Elevation - 209r-9-'\NOpen ffi fMl+. STATION I 5.0 " -_ Office Coffee Bar Elevation 1! " 207] I Nlf+. INT5, 1/4 .1 -o INT5 1/4":1'-0" SECURITY OFFICE INTERIOR ELEVATIONS ------ MA 57 MA EE /KA E /KDRAWN BY: 7 Se t.88 'ATE: � Sep t-88 Securit Office 20$ 10 Security Counter GAH� stCHECKED BY. P288301 B NUMBER: - INT5 See INT-2 For Dimensions 1/4":1'-0" St ANOWWS.P.r- 5 1 /4". 1 '-0" ,....ALL MRESOM INT 5 North 191MW OF 12 i. L r V.'. .T,�_ _ ... .ice-I- .•, � }• + • . A . �. r .- -ice+ - l .�' ..'.�Y� ..w_ .. - - .rwiw._._. .yy.ti + a.r ......._..-..... ._r ._.._ - - - �►-,yi.. d.�- x:�Y�1�rw *!? ,'•'!ry _ .. ,;yam.., - III 111 III SII III SII III I I III III III ') I ��� III III III III SII ��� ill �III�I� III I I III III III I I III III IIS � � �� I � III I I I�:. Ilt1JLJII I III III III III III III IIIIIII ' MOTE: 1F THIS MICROFILMED I I 11 I i I �, I I �j I I 1 4 I I I DRAWING IS LESS CLEAR THAN - ---�- ----� THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINALall- 1 � DRAWING. )III i illllilllllilllll�lilllllil�iililiili�i�llllll i ilii `(Jll,li i���ill�IlUl�lllll ililllll�,illlllli�i�» II►�lilillui�illlllll�illllllll�lililllll�illlllll liiilll�li�l{IIII illi�ii�lllllllliillllll lilllll�illirlii '' JUNE J990 J ""/a 3d. r5 II /-1° I-ILII N o. a I 5 Z �� 5 2 G• �vo -r Yl' �' - _ -N_;4 - -- * _ _ o oNI I �,} FT, 32 vN -0 - �0 - I I Clf ,,�', C� _- 1 - -.� - -- _N �- ter-_ c�IM. 2=Co _ - ---fi - _ Y) � -_ INT 5 „� 4��-- .�-� •0 1 � 33 Shipping Recievin ' 1 pp g g 10'9 3 Nurses Office 126 �# Cafeteria Wali Elevation _ 1 /4 : 1 -0 MEN � I WOMEN j ' INT6 1 /4": 1 '-0" INT6 " � �T6 1 /4": 1 '-0" N 123 24 - JANITOR Zp I 1 12 1.25 I I rrt•�o ^'IP, - -- - - - - - -- I 58 VESTIBULE160 FM�_ o H c`c N ELEV.MECH. NURSE'S OFFICE I Z5 = T S h Cr 27 - 26 --- } f Z� 'YP. Iso �4 0 L) --- ------ -- ►--- --_ _- -- �---- - l i ► I ! - --- - - - -- -- - - 1 - - i I -� 51_Q•' SI vll SI �I �_� ® 1 Toilet Room Plan 123 & 124 5 Sorters_ Room 101 --- - �T6 See Details On (INT-5) 1/4":1'-0" INT6 West Wall 1 /4": 1 '-0" - ---- --- - For Typ. Wall Elevations �__ 22 �4 North - - � � See detail 9/MA for toilet partions support system n _ NO DATE PURPOSE HEVISIONS + Ac-GENT \ 24 - ,� ,� atlons =o Ma. TILE CO L t Ciel Z\j o y -0' 9 2� `q �` Center for : �� / C� FIELp TILE COI�oIZ M� Key Pacific Services Cor p .LLi I -� Tigard, Oregon 1 SII DDeveloper:�- -- - _ p - --- - �J1 -O I X-2-j �. -OP C7F IjA�I� Westwood Corporation 3030 S.W. Moody Avenue _6 Ramp Elevation 7 Typ, Office Relite Elevation 8 Typ. Portland, Oregon 97201 Wal! Tile Elevation 9 Planter Elevation 503/222-2000 �T6 1/4":1 t-0" INT6 1 /4": 1 '-0" INT6 1/8":2" INT61": 1 0 Ar::hltect: O i011� l ►Aackenzle/Salto do Associates P.C. 0690 S.W. Bancroft Street Port and, Oregon 97201 503/224-9570 _- -_ IfKeynotes Structural Engineer: 00 y 9 - l 1. PAPER TOWEL DISPENSER/DISPOSAL Mackenzie Engineering Inc. ;N) 2. SEAT COVER DISPENSER 0690 S.W. Bancroft Street 3. SOAP DISPENSER Portland, Oregon 97201 4. TOILET TISSUE DISPENSER 503/224-9560 - - 5. GRAB BAR 6. FEMININE NAPKIN/TAMPON DISPENSER 7 . FEMININE NAPKIN DISPOSAL Mach/Plumb/Elec Engineer: 8. END OF WALL MOUNTED HANDRAIL 9. PIPE POSTS AND RAILS - PAINT H.A. Williams Associates j 10. RUBBER EASE TRIM AS REQ'.IRED AT BOTTOM OF' Consulting Engineers -- - .. - RAMP ilt 11. RECESSED SOFFIT ABOVE WITH EGGCRATE LENS 9CO West Henderson Road 12. SOFFIT ':oiurnbus, Ohlo 43220 t 41 �3Z 43 13. MIRROR 614/451 -1711 14. NOT USED 15. CERAMIC TILE Landscape Architect: h_ 16. PAINTED HOLLOW METAL RELITE FRAME 10 Entry /� 17. PLASTIC LAMINATE Murass Associates Lobby 206 11 Typ. Floor Tile Detail 18. 1/2" RECESSED PLASTIC LAMINATE REVEAL INT6 19. LOCKkILLASTERS 1300 N.W.N. . Northro-p 1 /4": 1 -0 I, NT6i 1/$":�" 20. SINK LL`V. ( INSULATE HOT WATER SUPPLY PIPE & Portland Oroggon 37209 �-� WASTE 1,[NE AT ALL SINKS - TYPICAL) 503/2421 L77 21. 1/4" REVEAL - PAINT BLACK 22. 1 1/4" WIDE TOP EDGE. TOP EDGE AND ALL INTERIOR SURFACES TO BE PLASTIC LAMINATE 23. NOT USED 24. PAINTED HOLLOW METAL DOOR FRAME 25. SEE DOOR SCHEDULE FOR DOOR TYPE AND FINISH 26. FLOOR DRAIN - VERIFY LOCATION WITH PLUMBING ;aim DRAWINGS 27. PAINTED GYPSUM BOARD WALL 28. SOUND SOAK PANELS ON GYPSUM BOARD WALL 29. SEE RELITE SI.HEDULE FOR GILA:3S 'TYPE 30. NOT USED 31. PLASTIC LAMINATE TOP, EDGE. AND BACK3PLAS11 l 32. SINK 33. ADJUSTABLE SHELF 34. DRAWER 35. FIX DRAWER F4CE PANEL 36. BULLNOSE TIt.E AT TOP EDGE 37. NOT USED 39. CABINETS Interior Elevations 39. TOILET ROOK WALL OR PARTITION 40. LAMINATE TGP SURFACE 41 . SECURITY TURNSTILE (N. I.C. ) 42. SECURITY SCR2EENING (N. I.C. ) 43. SECURITY DOOR (N. I .C. ) DRAWN BY: DATE: EE /KA 7 Sept.88 CHECKED BY: JOB NUMBER: GAH/RHP/WSB P288301 ® M�OMM/'SWC A AMWT[9F.C. ...•ALL � ' "t,°�° INT 6 THOk wU ARE IMPROPtNry c- NOF 6 K ONIEV OF or OF 12 . . .. � r ..- � � w L � w. - ..-�..._�. �...+�-..-.��...•.w��►�.�wW.war../��1.._�.qYn.arrrw�.•.•,r.w...��_.-._._.._..... � _._ .-..w�.�w..rr..-. - _ ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111 IU11111111111111111111111 ~ �- ' I1 I � , � 1 � � 4I � � � I � � � � � � � � � � � �-� � I � � � ili � I � � �f j`� ItJPjI � � Ili1NOTE: IF THIS MICROFILMED �.--._ - -1_.--------1--- - 1�--- - - -- L - -�l_- _. _- � M DRAW IIG IS LESS CLEAR THAN -- ---- THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL 1S Z Z LZ z QL , Z I L L IL L 8I l L,1 i T T III I Its l 9 B L 9 9 ► �' I6 lr a DRAMING. ►,�II�I� ii�iliiiilii11 iiiili►ii i�iiliiii iiiili�ii iiiili�ii �i��ii�iiliuil�iii iiiili�i�lirali�ii iiiil►iii 11Jri ii 2 M JUNE 1 . 41990 w 1 O a TCW/ L Keynotes 2' -0" 0.C. 2. 1-1/2" THICK RIGID INSULATI,'N - I 3. 5/8" GYPSUM BOARD 4 . BASE 5. SUSPENDED CEILING 1 6. BATF INSULATION I I 7 . WINDOW - SEF.. SHFI,I, PACKAGE 8. COLUMN ENCLOSURE �`- 9. 6" C.H. U. WALL. I I �-7 I MA f �to I i I �./ Oma_ I �� s �' ( ..,• MA 7Y'P 14 7A --- - II I II I I I; MA YR - OPR MND — boTTOM/OPENING _ l � - -� - _ - -- -' .- _.....- n.^R!�1 rel r •'_1 1"'�l f•��9 T_l ... � � - r r .� I NO DATE PURPOSE i REVISIONS 1 - � rYp, � •L S Operations Center for : Key- Pacific _._..__�1--1� Services Corp . I Tigard, Oregon� I I .I -r-o P/c E tiG �1 S 5. _ I I ,5 P -- Developer: Westwood Corporation C 1 I 3030 S.W. Moody Avenue F p I Portland, Oregon 97201 -I 503/222--2000 Z =P` '"p _ Architect: Mackenzie/Salto & Associates P.C. MA _EYP �9 0690 S.W. Bancroft Straei Pal tland, Oregon 9.7201 OFF' 503/224-9570 �� bv-'oM/ oPE v tiG Structural Engineer: Mackenzie Engineering Inc. 0690 S.W. Bancroft Street a = Portland, Oregon 97201 U 3 TPP. 503/224-9560 I _I Msch Plumb/Elec Engineer: --- -- — —T- -- . ----- --- .._ ._ _ _ . � S"' FiNI5r1 ►.OD 2�I, �► - -. --, - H tes nwu Williams m Engineers a ' o —r • - -- �`,'' _ . . 980 West Henderson Road a9i j j Columbus, Ohio 43220 614/451 -1711 • , IIIIh illi —'- .• I Landscape Architect: Murals Associates 1300 W Lo Portland 0 eogronru 97209 l)1 503/2421 477 d r Wall Section 2 Wall Section 3 Wall Section I INT 7 112":1 -o. INT7 1120:V-Off INTI 1/2": V-O" FIN13nGRAj7E 4 Wall Section WALL SEC11ONS NT7 1/2":1r—Off " I wsal EE DRAWN BY: 7 Saot.88 DATE: 5 Wal') Section '. CHECKED BY: JOB NUMBER: INTI 1/2":1'-0" GiAH/RHP/WSB P288301 ® �1ft ILL WWW .r~ INT 7 OF 12 a6T vim, 7 a. e: C+ l�•1 !!°wR t . d l wy ., k . 'r" • _ _ . . ... .. -s.1 � �' � - - - may, _.- �- � .�,"� -•►.,.+.w,.�.. .. ...-._..-.____-' .. _— _ III Ill Ili Ili Ill Ill III I I III III III 'I I Ili III 1111111 IIIIIII .II II. III III ill I I III III III I i ill III II, I I I I I I IIS III II 'i�l �I�li I III III IIIIIII III III VIII I � - 1 NOTE: IF THIS [ DRAMIDRAWING, CLEA THAN IS LESS CLEAR THAN --"- ----- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g �Z Z LZ Z l 4Z Z All Tirl, DRAMING. �IIIII lIII�III il►Iliill,�,'rJN,IIIIIIi IIII �Illlllll IIIIIIIti JIiII►u 1,11111111Illlllllllilllll�ll Illlllllllllllllliiilllllllll IIIIIIIIIIIIIfIIIIIIIII►IIIII IIIIIIIII IiIIIIIIi�II►IIIIIIIIII►rI► JUNE �` �� , 1990 _ .. ,. ..___. .....,. ._ J. I � I I T�=A'�f I~1" w , - -_— I Keynotes Lj a ! _ 1 1 -1/2" METAL FUkkING 2' -0" U.C. 2. / GYPSUM hi3UAkDD INSULATION3. 5/8 4 MASE I b. SUSPIs'NDED CEILING I 6. 13ATT INSULATION r I 4 7 . WINDOW - SEE SHELL PACKAGE �s 12 B. COLUMN E:NCL(_)SUkE + �O 9. NOT USED 10. SUSPENDED GYPSUM 130ARD CEILING I - -Air - _- 11 10 l- 2. L�UUt� 'Ll (La►PG 111L.JI..Ji :L :LA J _I I m - TYV to - f p + 0 U 2' t -j I Z IL� P. 6,N P1,1t, Fin. F'.DOR "Evc— 04, I NO DATE PURPOSE I • _V-r c I --- - --- = REVISIONS �• I I 51 Operations Center for : Key Pacific Services Cor p t Z til Tigard, Oregon `5Z Developer O Westwood Corporation Wall Section 2 Wall Section IZ 3030 S.W Moody Avenue 1 N 1 $ 1/20:1 -o NT8 1/2�_ I 2 7 j Portland, Oregon 97201 503/222-2000 I � I IL � Architect: Mackenzie/Salto I � JtIL Bancroft Street st►� esociate>r P.C. 0690 S.W. Portland, Or 97201 4 503/224-9570 I Structural Enna no r:. Mackenzie Engineering Inc. 0680 S.W. Bancroft Street Portland, Oregon 97201 503/224-9560 I Mech Plumb Elec Engineer: H.A. Williams Associates Consulting Engineers 980 West Henderson Road Columbus, Ohio 43220 I 614/451 -1711 ul Landscape Architect: Murase Associates 1300 N.W. Northrup i Portland Oreon 97209 503/242l�147 r' r .��►u r3"**`NWaII Section NT8 12•:1'-0M WALL SECTIONS I.I'aU 2 �Soti FF DRAWN BY- 7 Sept.88 DATE: 0 CHECKED BY: JOB NUMBER: GAH/RHP/WSB P288301 KIM= INT S OF 2 wow IF I P ill WIN Em =ftm WWII, III III III III III IIS III III III III III ! 111 III III III III III III I I III III III I I III III III I I III III III I I I I 1111 I I I�I III ,IJII I III III II11111 III III III I I '` -. NOTE: IF THIS MICROFILMED I _I1- ---�_.L�-- l - -- - -- - - L - — -- �- --�.,_—_1� ' • DRAWING IS LF S5 CLF AR THAN THIS NOTICE, IT IS WE TO _ _ THE WALITV OF THE ORIGINAL g L tilt �L7. L 4L iryL L�L TL L 8T �l LI l L [ r[ l I l l 8 N L 9 i�9 I►— C L lY M - -- l— — DRAMINf. I111 illllllll Iiillllllll►�IIIII�IIIIIIIlllll►il Ilillll►IIIIIIII►III►IIIIIIIIIIIIIIIII IIIIIIIII IIII�II11111111111;1111,IIIIIIIIIIIIIIII1111111111111� I�,Illllllllmllilllllil!IIIIIIIIII►I►I IIIIIIIII Ilillllll III►IIIIIIIIIIIIII► IIIIIIIII IIIIIIIIIIIIIIIIIIIIII►IIIIiI IIIIIIII► Illlrl►II JUNE11990 AL-40-401Lm. _. -- �,..,...•..._....—...r--.-..--.�.r.....w.,��.. .�r,...�.,.�r,.wWrrrw.oa•abnuwawar,r:x.,a.� ..,. 1 U4 o4 _ i _..�._.� _ - c�k ' ILL +t'Ftl a/C,� - - '.l y!, C✓LQ 32 V'"2.w+'•�';F 1 (, .s +: I . 1+. k .------ ------ t �` I r / / j 5 M, • r - t r tkkC� �G, - ,a r - ���.. I IR 1 ROOF LEVE. PLAN >:d.:d.�•:dv .:Si: /. �, V,... - '/ ./fit.+ h:�./"' ..h„ .P. .T H• Q J � �.�� .� f�'• �' :ii�:LF�� P, L.l�b112' t�i✓ p., IC. pw V-0"�7 'G f2 G. . IIV ; °, } yC> xi ,.•� C./. r,... _ / 3/p I .. '..s;�'�•:'•+a ::T,w.'.;,'•'';,','.•'�....✓'.}:; �I i^II .eVQ� �ifl �N4G.J �'�•(J G`/.G:, / / �_/ ...rw ...,•;; _., ..•,b:....,., ,.a,ne. �..Yn,...tf do- :: F 5 aOt" r4 tl,. Stt1 Ds K n 2�'O°O.G. ✓1/ II O G \ _ �I6•�,Drid - rA-PRT or \ \ T• I • rA•GK4,(a E tY I - t 1•µ1 _ I w� u.G rJ Ir t S1. _.. NO] DATE PURPOSE I � I ;� •};ri •;..,trr� :,to-:>:::::� :�;::...:•:d:.d�� I� J ICrA _ � REVISIONS I �� �.� x 'S'.F �`���" •:d":",./.�.�SR?,'fid'•}r.> •dd�nS:o-W'`:•�x � �. .:.+,. io->'• ::;x.^^.• :a:;..K s, :x;s:5;�ati � I � �� � _— '',�•`,. L+.,d.'�;I,.•: :"d:d;;yov.,,;: ,'':i�'`,fY•:'<ii;rd:':+-•�i�;::r'::r..r, i.•d��•• i I .d'§, y'•;•:•• ye'3,•}"'v4»d.,okd'; :;:;•id;:a:.::t""'.h'J#•'.:dd;:.::;5 ; .• ,:i:'k'"R+d•' .',.•,:?'`+ti:•,>:2$p;;d9 ,,';,• ifM 1: ii%...�'+ny.;r.'`t•�•.'..�::�::ir�";ak +;aiiS; ;.a,'+.�rtr�;csdx:i:;ki:Y3ar,`•:' :i?�:�:.,5:•:.fa"s�.��?:: i•`:'.+,'• rations STAIR 4- 1 SECOND FLOOR PLAIN T' /7 tG. .GiL', �✓it L+3t r�p1p rla - yk Center r for :O Y3%":1 -0 Key Pacific Services Corp l 4.� - \ '/w...`,� t � �., hl i.3-. wy,fal,rj.„ - _• -' . i 1 ;,-K 2'.t°moi i n� 'r Tigard, Oregon 1 >-• / .' wQ 4, DaVoLoP r: j *41% - ._. Westwood Corporation �r,/ ------ �� I ,4,1 'S D�. ._�.�''~ lig z / 3 3 S.W. Oreg nY 97201 Avenue 503/222-2000 ot ILI r -�O I `v,, I -- -- p_ ; _—._ _-_•, -- �_F%��cEE i __. - \ Architect: C-L ackenzi * :: Cl- e /Saito dA ss ociates P.C. tC - -/2 / 6S.W. Bancroft Street _ _ � \ Portland, Oregon 97201 9570503/22441\J 1� I ...... ......... Structural ur a n near. I I "..................... \ _'\ I �I ackenzie Engineering Inc. 1 ` < I I / - \NI Portland, Oregon 97201 \� of 0690 S.W. Bancroft Street S � \ N H \\ \ I r n `� __� = - _ tir�l ' 503/224-9560 TYP Mech/Plumb/Elec Engineer: t I I' _ \ \ \ vU < f ' >' :. , t \ _. \ i/� \ I +►'� H.A. W!.ilams Associates Engineers } ::: C 98 OWest Henderson Road Consulting s u Iii n g _..__. Colu bua, Oh;o 43220 t n _ r rsp`4a� �� _ N _ __ — _ - �- _..rk 614/451 -1711 _. I �RR44 Landscape Architect: OE A9 ' e, ��K. � � 1 Murano Associates + : , :. r 13 Northrup Portland •I `' i / k ,. Ore7on 97209 503/22147A STAIR # 1 FIRST FLOOR PLAN I _ow Ft�VV Ira qp( _ : !; I kE North 1 y�� - t = _ 4 i 61d � �1 ir•TYP 1•—.�� -- -_ _) '7�i�'i��+''�`hCG'�` i";'�0,;�tr :,,F; ,",��'�: Pb ,i QR( t j' 4 STAIR * 1 SECTION _ , — ___.__ Not __._ S T A R + 1 PLANS 1/2"i'-o-o" Shaded area denotes materials & SECTION called out on building shell package KEC RA-WN Sept.88 N BY: .�.._._, DATE: CHECKED BY: JO%! NUMBFR: GAM/RHP/WSS P288301 gee.x ,rw*,.cern A o[�fN(V M mom �I• ANNOW !Il�rl,llllllll IIIIIIIIIIIII I Illllllllllil I IIIIIIIIIIIIfl1 Ilillililillll 1111111 lilllLLI lilllliI III 1 I,J 1111111 I�III I IIIA I Ill�l L� I�lilll NOTE: 1F THIS MICROFILMED �— I �� 4 5� 6 DRAMIN; IS LESS CLEA CLEAR THAN -- -- - 11115 NOTICE, IT IS DUE. TO _ THE QUALITY OF THE ORIGINAL DRAWING. , s re I �t, �g �Q ► ( s II a �'<r ,. � .III►Ifilll�lllllllll IIII�IIII IIII�IIII IIIIIIIII Illl�llllillll�llll IIII�II!► lill�'lll IIII�IIiI IIII�IIII illl�lllllr;��ll,li III►IIIII III! 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FIhIIG✓�-r i Portland, Oregon 97201 . . s: :s:.s:;:<:s:::•:;.: d I 503/222-2000 _ Architect: 65 Ma. kenzle/Salto & Associates P.C. f 0690 S.W. Bancroft Street P ERR rt Portland, Oregon 97201 503/224-9570 Owe Structural Engineer: ;-I/�DR�►I � - %� 5 / MS Mackenzie Engineering Inc. SES DET.�I�, // r , - F Gfi 069th S.W.OrBancroft Street 503 224-9560 201 T/ ti�c.c�r.lC> =wUrL �/ \P / Mach Plumb Elac En^inssr: 11ZA4_I 2 / _-� I H.A. ',Mllliams Associates / � � C 7 ,F.......... ::......... :.:•:: : // F' Consulting Engineers i ears E n ' ` F==� �� \ 980 West !iendnrson Road a'�; Columbus, Ohlo 43220 aaYr VI ' 614/451 -1711 /2 1.1 T L.•ST J;r �� �,,-, �y :al :: +- ��// F__� C^' w +'`:;'E t ;' c'�'- �c� ' S/8" GAP• e7D. -- N Ge: �lrle� - � ►aa.,*" La:ldseape Architect: Murase Associates �,,< `�'':,' ' > i / :.� -- I, MSj + *::•:;;Y"'1"' !;:;;;:s>;......�... : MS r<C� 'tinr,r'tl >. 1300 N.W. Northrup :�: •.. .•... .. � .y t•� w,� Portland Oregon 97209 \ �;\ ',' - rZ�,- FtrUU2 A.�.� `� •. = -- N�NDh.�• - SEEt. 503/2421477 2 t - IL 4 T... G ICJt� \ _ = ... .. ....... ... I \ �.\ W ( \ OI Y•i•M�I,�j,,,, 1\ I \\\ _ \\ .ice O Vf ✓ ,Y( `y• )Cts' .. t� �� 1 - ' 1''� '-•nr1 `..., :. \ J r-TR •..-. .r ��,�/� _-f _ . I .' i I \ 1 .�� I - - - .. .. •...• �` J ;'nglnt�iy� �� :;�;`-'.. i 1 �:A 4�1 '• �' l -- - - - -- ,,• � I , ._,vim c•.. �_�.�, .. �-�-,�,, ;1.. �4�.. .. �- -- PLANS SECTIONS f } �.. LOP�� N c? E•�. �MoaMt �� � I ...;:`�•��_ �� I r, ��� .,�.��p,�" `+� �r+l�` ►lw�'TC� • '• ("�I t2�. I DRAWN BY: nATE • PRU-trc." KA 7 Sept.88 3 Section at Stair # 2 Note \ -- __ _ > �x� I. Section at Stam + - �` �- --_�^ r.NEOKFn far JOB NUMBER: INTIO "Xe - -� 6 '�'`-"�-" GAH/RNP/WSB P288301 Shaded area denotes materials INT 10 �� called out on building shell package INT 10r w., "°ririe�e rear OF 12 +1� 111 III ill III III +I+ + I .II i�l III i I +�+ III +II III III III III I�•I III III III III III IIS +II SII 111111111111 +IIVIII I III �I+ I�+ +IIINOTE IF THIS MICROFILMED 4IhI bI�T DRAWING IS LESS CLEAR THAN —� - --- ------ �' � , THIS NOTICE, IT IS DUE TO ; THF QUALITY Or THE ORIGINAL r( � ff DRAW ING. 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[1 07� RECEIVING � p I I _ NTRAP 109 MEN a - Q �12 OMEN77 BATTERYROOMJL23 4A I I I I IL105_I �\ - - - -- - SECURE Gam, TRASH JANITOR_ m T _ _�_� G 125_ - �N 1 I �00 PASSAG�'WAY ELEV.-V -- I v M M 112 j G o LE .G URSE'S - - - 127 I r WATEO COOLER [Nl -- - 1 _- - — - - — - -- -�- 2 FR I T / _ U fN I_ _ - 126 - �/ _I I CAFETERIA �_ ELEVATOR- rGH o t 39 --- — -- _- -- J VESTIBULE ELEVATOR _ - --- i VOID ELECTRICAL GENERATOR ROOM SPACE I 3 CORRIDOR Sr --� --- -_ _ G LnN MAIL/DISTRIBUTION ROOM �'I L" r �T�ST�RAGE L1 '4j 12-�— — - - — /, 3 -------------- - --= - - _ -_---- - ® vGT — - _.� I G FT. 1 � ----------------- I TRAINING I i go� I PROOF/A.C.H. ROOM 1 X103 4 o I LJ ® ® ___ _ Al-► r-NHT l K,&V — - ----- --_ - - -- - 1n A --� --. ----�r - --- [N] 1 I i i �—� I I �I k,--H 0��� LN] -- ---- --'T -- -VGT STORAGE ROOM IIP >=1N►sHt� -- � i i I /Gr°'1`��T i 1 K t�S !3Z •• 13 I = -- ----- --- ----.__._ — I, CONFERENCE CONFERENCE CONFERENCE CONFEREN _-_ I --- - --- --- C E4-`4 — - - --- -- --- I I 1 11 32 _� I `133 X134 -- i 135 --— I OPEN OFFICE AREA 138 — o NO DATE PURPOSE -4-- -- ---_- -- -- —__�_ _ I - I - -sem - --- U —__J REVISIONS PASSACEWAYp 1FR_­ — `, 11 Operations 5 _ _ ® 1 ❑ T - , P ,9 [Hj ® Center for IN,!�F - VCT I SPAICE ELEVATOR 11 e y Pacific p . services Cor TELEPHONE = EL1E BMACH. S R / � CLOSET II ELEV.MACH. CE) Tigard, Oregon � G -/- 136 � Developer: -- r7 TELEPHONE _� TELEPHONE ELEC. ROOM `� Westwood Corporation STORAGE -- CL0 cr �GTAREA 379_7 137A ! 3030 S.W. Moody Avenue 1 4y- - Portland, Oregon 97201 --- HALON CLOSET SORTERS ROOM L"6 - I W- h� I 503;222-2000 T - I1 01 j 6 _ ( [N] A _� Architect: LH] [H� [Hj � Mackenzie/Salto do Associates P.C. --� Portland, Orevon 97201 1 0690 S.W. Bancroft Street 503/224-9570 I � I STORAGE OPEN OFFICE AREA _ Structural Engineer: _ AREAv'GT % TTI8 — I Mackenzie Engineering Inc. L L� 17 G,4 �-1- ✓ 0690 S.W. Bancroft Street 4 _ 503/224-9560 o Portland. Oregon 97201 � U-) Meeh Plumb/Elec Engineer: 7 _l H.A. Williams Associates �. Consulting Engineers I 980 West Henderson Road Columbus, Ohio 43220 614/451 --1711 Landscape Architect: Murase Associates 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 I I Wow 14 A lit I . I -- - - - - - - - - - - - - -- - -- -1 I I _ I f . I I I I FIRST FLOOR I I INTERIOR FINISH PLAN I I L JA DRAWN BY: 4ept.88 r1ArE: JG CHECKED 81': JOEi NUMBER: ® First Floor Interior Finish Plan P288301 -- 160, � 1N0(ENLIE!Wr0 �ASSDGV TE 9,P G 3^,375 SQ.FT. 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A• I , �\\ \ A J 1-f t f \ \ , \ Consulting Engineers IF 9 I 50° I \ \ \ `o \ o \\ 1 \6 P y o 6 1 01�0 9+ /\ A \0\ o \ ,�'o ' I 1 I `1 1 ;ti I I \ \ \ \ \ o \ \ N .X70\60 0 1 6 « \ \ o f \ ° / / / I 5 ° . o \ \ \ . 980 Went Henderson Road \ 1 60 0 \ y 0 y• \ '9, f 1/ /, P \ 0 0 / a I b 0 . . s e e, \ 9, \ e ' a� e / 5' a . /�T o o s \ o �. 11 I 1 I F 1 � ,, - II I1 I I I I I I \ \\\ , \• OM1• \ \ 4 0 as + o �. a6 f e P 1-1 \P ` 1 1' 1-10,9/� f6+ / 1 V 1 � p 0 5 \ N b Ohio 43220 I I I I I 0° 1 \ \ \ \, a \a0 \ a •-.f --- ---0 F f -°. / f \0 � \p \A •,0 \ \ _ \�01� 0 / / F I I I I h 1,1 .F \ \ 0 \ 1 P \ A w- Colurr ua, I I I 9 I \\\ P\\p F \ \ P \60 0 -1M1- - 0 / q _ /6g \ / b \\0 1 \ 50\ \ �+ ° 0 \ 6 303. 4r . , 0 rggyG -12' S q / \ 614 451 -1711 0 a1 \ \ 1° \ 0 \�\6 \ \ . \b 5, 0 P S �' ,\ '10 6 / P 5 A0r -?1///, / ' I 11 q. i 6 0 \' 0 \ 5 ,P / G' G \\ /\ \ 6 / , I \ p 0 •� \ oa . G50 p 0 5\ q� I I I I I 5 I, I I I \ \\ \1 9' A A i /,f 1 / 1 -1 / //� / I I I q \ 1 \ \ a 9.F \ C 2. 7o N 0 \ \ ' \ f \ 0 0 \ -` 1 0 0 6 / a/ A / a / 0 /'S � / I pa 9 p 1 \0f \ b 9. \ e o o o \ 1 0 0\' 0 \ \ \ 50 \ \ ,\0 ,l 0- 0 - ` 0 \ /\ �1 0 / �\\ .0' \ 9' //// \ 1/ / d \ \ 0 1 0 s , S A A I 1 \ \\ \.P ,f \..f o5 1° ` f / / o / o \ \0 a / 0 / e \ \ a \ 0 \ \ A ON A 7 6 r Landscape Architect: I ' `P \ \ \ p \ b \ /*A / / \ \ P . 0 p \ C 303.20;C 1 I I.\ ,0 0 I ` 6 \ ` 1, o \6 \ 0 c 0 .1 S' ,�• ` 1' 00� r/ 1 . / /� / Q / I \ \ I I \ ( 0 0 I I \,b \ \\0. , A \ \ +1 \ p� \ :F - a0 a0 ��_�� .b '0. 0) 1 50 / � �b / /6 \ \\ __- ///-//,�/ � / //0 � / / / b \ \ 5 F �\0 «\ - gb. \ , 3d0. 9' / �. Rb\� \ \� \ f F 0•1• o ' P 1 \ -� ` Murase Associates I' b ` \ \ �\ 0 1\ \ \ P_ ,1 P _ - 0 5 ,` ` \ ° bo o / •j/�/ .b \ .1,�o y \ \\ a o \ oo.26 I I o p0 , ,1' P \\:P \ 0 ,0 \ ° - _ f o a / � �, 1 0• ,b/I/, / e "5 � � % \ \ a \ 6 9 \ p ��' J- 1 300 N.W. Nor>hru \ ,; \ -A _ 8 0 0 1' 0 q / / 0 � 0 \ f \ 300. 16 rc .r I I 01 \ 0 P L a 0 5' +• 0/ a / / \ 0' b / / 0 \ � \• 298. 69 0 r 1 1 °I a0 , • ,o `A k A. _ 'a,' -'•_ +\ a .0 .0 +,1�`' / A f / / A \ 1 F a a, / �� /� f / a / 1 , \ a 1 \ \ \ c �� P \ ( 0 \ 1 h 0 I .1 \ \ A \ h 1 \ \ 0 _ 03' a0 6 �0 r 1 \ / / ' A ,. \a \\ \ f- e 1 0 / 0 / 0• i /a a / \ \ % 29e,a�T� �o y Portland Ore on 97209 .1 4 I \f \ t t f /\ O t A f g I I 01 I ° \ e \ \ \ f \_ �9 e \ 0 b a / ,0' A ° e 9 \\ / 9 d / I f .� 12 a 503 242 1 477 \ a A \ ° I °. 6 P \ \ \ \e \ 0- _o, A o0 ` ` F a 1 ,b / / 5 1 \ / / ,\ I I,f \o \ \ \ \ \ \ 0 \ ... : \. M1' f J \\ 0 I / / 0 b 0 a A. \ 6 6 �A' /1 F/ b / f �) \ \ �• �b \ 29E.27 / Jo / C 5. I ° \ 1 f \ \ 1.11 I \ \\ \ \ f 10'�� m. ..:� 0 ° \1 \ \o \ 1 to 6 ,\0 a1 \1 / :C 11 \ 1 po /�0 / +\ I e' 0 \� , ae \.p0 \5 \ \ \ 9s.Jr0 0 o �(3 I I .\0 1 A \ I \ \\ e \ a\ 'q \ S A 6 / / o / F I ` \ /F \ \ \ 0 �0 '? o7rc a W 1 0 I I �, \ \ A \ a0 5 / +\ ,0 A o o \,f \.1 \.a a I I I 1 1 \' A f f h 0 \ J/ . � S. �\ \ i I a \p 0 1 9 293. i t 1.A1. 1\a p0 a1 \\ 1 1 \ 1 (I',, \ 0 \ F,0 \ \ 0 / (,0 / y. / / `5, \ B f o. .\ 0 fQ • A b 11 \ � \ \ \ 1 \ \ I \ o \- 6 \ I 0 / \ i 1 0 \ ,+ f' /• . .F \ \ \ 0h 0 a I I \ \\ M1 \ f a \ M1 / / 0Fl ( I , / \ \�f�1 of d \ 0. \ a 0 q a 0. 1 F Z.0\ \ 1 ab . \ g \ \ �0 \ f 100 .\M1/.0 / a1 '1 \ 1 `, e. ,f \ G ° 0 4' I Ae 1 9° a0 \ 1° \ j° I t \\ \0 f \ \ \\ \ ,f \ \ 6 _ 0 0 / b v .L ( \6 \ a 1 \ \ I m , ab \ \ y 9J.oo \ 0 01' 05' 15' I 0 \\a „1 \ \ \ p 1• y - sae ,\0 / / o/ %ti \\ /.1 6 ' �� \ 5 \ \ o ° \ o \ 0 N� ' 1 -I; 6�',E 1 \ \ 0 0 0 +\1 +\ 1 \° 1 // P \ \ \ �U 0,0 I I I \ 0\ \ 0 v, 0 A 93, 54 c/ �� 1 \ 2- \ I \ \ 5 6 0 \29i. rB N \ a I 1 4_� \\ a 0 •° e1' a / / \ \,'a�`�a1 / \ \ \ \ a0 \ \ \ a0 \ \ \ ae' ' 1 ' , P " ' ' ISO % ' 48 ' 51 " W 657. 47 \0 °I V7 I o \ 9 I �1 \ \ \\ \ a \ 789. J6 290. 9 0. �TC i9�c ��U U ap �Q / go \ \\°\ \ \A <� PROPER T Y L I NF. 2 J 1� ` \�1 ` \ 6' \ 1 B7.e� �' N°o 0 = 73 29' 15' Mr..Pftnzicrssito GAlcon-,c 4, as\ � � 2BB. 3.,rc �' �s � R = 359. 50; L1cc;c:n�a L'r�:1 craw I:corp°; :°� % , L = 46/. 0,9 I 283. 8/ i/ �t �� J, o -- `� C = 430. 13' ; ''fie .'27rc .�Q� / .°9� CB= SO2°45' 42"E I BENCH ll/lARK SUR VE KOR -, 9° . "(\ — 13 �, V 01• 283. 43 �/ =o -+ L. E G_END – — — o m -- -- — ap. 74 r ; •, ,, _ - - - I I m^ � — / 283.2•rTc %g `-=� . -.-� �e .r �----- Cl TY OF •T lGARt7 8,4�7ss CAP ,11M WEDOL E AND ASSOC. V1 -3e,; , . / APPROVED FOR CONSTkUti:iLUN -- __ 4 -TR,- E 5 260 CITY OF TIGARD 1:IR G currER /N CURB, S. W. 681 h, PARKWAY 1750 SW SKYL lNE BL VD, ,• 80. 406 ° -- r;38 �� ,.y/ Site Survey K N0. l 49, USCSG5 DATUM leo.20 • ,, 7B0� °OTC �` PROPER T Y L l NE • AfAR ED 2rB. - � _ / 290 �, Z".1. p = 04°OB' 4,? S" � r acus r rc ,OP cuRB SU/ TE /05 N " PERMIT NO• SITE ADDRESS /i��f3 �' T�� p OAK LP L /GHTPOLE ELEVAT/ON: 269. 67' c _ - ����~ _ POP TL ANO, OP, 722 / G S.A A ALDER CB CA rCH BAS/N j a 7A A?r o TITLE WA VAC VE PH. 292-8083 °'. � = 2460' BY � '2 j'` , - H • HAWTHORN W/V• W 276.BB M MAPLE MANHOLE r�r C = 24. 59' n ,, ASN rH • rest HOLE .�� CBr N37°25' 59"W N DRAWN BY: DATE r -r*j J.WEDDLE 22�luly 19x8 I I • SPOT ELfVAT/ON / �\Z o j "'� ____ -J Ch CHERR1' AP APPL f HYO r' h'YL7RANT s� • w WILL VW +wv177.47R/M /•• CHECKED BY: JOB NUMBER: - - P • POPL .rR � // 268. 04/,�' P2 8�3 01 PR PEAR j 14611, � 4 / / .11 e 5 ® 1968,ALL, RKOM RESERM I CM • CH/rUM 1` �D �{ wbcEtalt/sero �AssoaAtts•p.e. L-0 • CEDAR ( Vi� G �;'� -. /ee g`-' TNpE DIUM6J' ARE 11 pROPERfr Of /gAt D.A$90(]AATE9 (y/� SDI AND ME NM TO K UE 011 REPII- i / M•• C,2 75. i 9 H)M MANY YANgEII E7(fZPT�}1 THE 'i / I ,'E B. 4 £ S PRIOR MR"ITN PERMIft 11°r Y/S1 0 F I ol I � _ . L . ,No"wl +Ittlt�111C v-, r .. ,�,,.r,�.. II IIIIIIIIIII11 111I1111111I11� 111I1111111I=1 1 1 IIII1111111I1 11111111111111 I I I I I I I I I I II ( 114 1 1[I I I�IIIITIIJII ILII I11III�I II III1III II II 1 r _1 ___l __.__-1_ �__ �_ . 4_- _ NOTE IF THIS MICROFILMED � URAMING IS LESS CLEAR THAN - THIS NOTICE, IT 1S DUE TO T I THE QUALITY OF THE ORIGINAL. i DRAW ING, S Z L L Z 9Z 4L I Z �I L L iL OL 8i T111111111ti'llillill F11111144 6I i t i t 19 B' L 9- 9 _- - Z i . N k111 1111 111 lllllllll lllllllli lllllllll lllllllll IIIIIIIII IIIIILI11111111111111111III II�Ih111111�I111I 1111111 111„ 1Il����Im111? I Ilil�l�111111111 111111111 111111111111111 11 IIIIIIIIIIIu1uI111111111�IIIlI,.l1u1 IIIIIII111111111 IIIIril11 1 11 JUNE � 1990 " . ___._, . ___._ .._ -..___�__..._._ .1111,� ' yu.��.�6" .w:-:.d�l.i4'yiAm»•xla-.»OP.Mt'..,I+..a.• I:. `a. M.. I O A NTFRST / qT� s �s Ili2.0l h = G8.4Ii 113 C:135.gam' ifII 0,r 44 (4 3 GP 3P 40 ' 2' � Z p 36 z 4 a J Z 4I�� SITE DATA IV SITE AREA: ro X9.909 AC (431,840 $.F.); \ s� PHASE I PHASE II/MI TOTAL "E �•'—. � o N B FOOT INT 7,9", - 44,825 S.F. 132,750 S.F. 3 � ` a•o X68\ �o % SITE COVERAGE _ 30.896 ` t20. 94' 10.40, 3% CL N /9� s� ¢ / TSP�o•I. 5i E l.IraHTMd PARKING/PAVED r 134,544 .$_F 36,589 S.F. 170,112 3.F ,Q � � r PvUE r'lour-+'f�V 'h.IvE►.ax AREA y p - '`� q. w �9 ` C 9 '�f P E F l,c''U R f'sb =' �t6 - 0 6'•�>Z2 />.;, I °"7pso ..., N �```�",*.,,., ,�;` LANDSCAPE AREA: 9440,` m tv Phage It & 10 Parking and Landscaping TOTAL., 4®122DEVELOPED 83,228 S.F. I I RSDZ \ u a e y y`\, "'�•,� % SITE ARE 58% UNDEVELOPED: 165,993 S.F. 5D 2 �' _ _ o► �. �� '�.. / (OFF-SIT'' IMPROVEMENT: 4285 S.F. 8-r6-s8 29' ` 31' 19 9�� S? �> o� d / �7.or 8 i 31in. '�'='�o<,� ���. � �' '�' PARKiNG DATA —w l l G.0 ton Z re. 01 33 tog 1 `- 7.0 �•o90 0 ^ ti N rd _Uj rig \' 7�,0 5�4Z ,E _�e.� _ j PHASE I PHASE II/III TOTAL R 29.sz - u� V- - g1723, „� ��`�o, o BUILDING AREA! 81,125 S.F. 44,625 S.F. 1 - -- -- -- .__------__ 32,750 S.F. r— \\ _ - - - --- N � = 53°24 35 07 �- 3� 2 = z' Bo NI °N ��+ - so PARKING COUNT �31 'STALLS 121 STALLS �J4b ' -- n 1.,_w L489 STALLS -- --- z - - �, -- - - - - ---- -- ���,�.° „ 9 PARKING RATIO 3.8/1 J00 S.F 4 2.7/'1000 3.48 1000 Future �a 5 . gl . \, �= ---�- - - - -- --- o N _ o Expansion ry %•, N _ _. ...� _ n ° c I 8 PARKING BREAKDOWN ,S� i9 < v v - 3O7 i1E.v' o (5 �� G .5G a 1 8/15/88 REVISED PER CHANGE LOG 6 \ o — 13 42 ro STD STALLS: �1� } 5496 73 8096 258 5896 .VO DATE PURPOSE �RQ9o3G,� \' — <7 hPALyS— ov '. 002.0' p fi \ COMPACT STALLS f149 4�; 44 3816 ILn 4296 REVISIONS ' I 20„ s ,t TT s HANDICAP STALLS 8 2% 4 4% 10 296 �7.� ,; - -c�s�� AFFOperations Center me r for . T 'Z � I m Key Pacific N9 :boo" s.o Services'O F I � ices Corp . e � � New OenTigard, Oregon z W ' N Aerations Center 000 .d 2 - o X Developer: Future Ef�t�s EE � 11� 3 � P Q �S�Llll PIarkirt attd m Westwood Corporation 131 C.i'C. c I'A I��c r.I(a - - --� p _ , ; P C 2A)SrAG�S - , h� 3030 S.W. Mood Avenue Z •>D �tivEPaC�x P`�PB &-; a Land' I N 1 Portland, Oregon 97201 503/222-2000 IZ Architect: Mackenzie/Salto do kssoclates P.C. w 1 I 0690 S.W. Boncroft Street I Portland, Orsnon 97201 r 1 503/224-9570 I N I � 1 2�c' Structural En (neer. 1 Mackenzie Engineering Inc. • 1 0590 S.W. Bancroft Street Portland, Oregon 97201 - -r 503/224-9560 `--!,0H, E loo' Mech Plumb/Elec Engineer: li H.A. Williams Associates rj f3UILDINj FA_ E►� I o _ T� h L N� - , tee , I IRG0 I Consulting Engineers `ONTKO R � � 3 980 West Henderson Road �`Y $`� t'12��n t ! 't 8- I(o 88 Columbus, Ohio 43220 S*+Oc AUX TYPE MP L i,Pr.�,E, h 614/451 —1-71 1 - %w 16.01 -� o IVT ® i P - r Y' o, �` `� �' Landscape Architect: 7'E , / P _oAJI NCa/JG�.IV ERY 9 01 hP��`' t 9.0' I- y-Z4� - - _ Phase I! ltl „ �I1� ,6, T - Parkin Aid % Murose Associates Parking. -�— f%arkenzlc►Salto�-�Alncctpo�sd G•o % t„,;;na Cn�inccta 1 300 N.W. Northrup o ' L�lildsCr }yin . Portland Oregon 97209 503/2421 477 / +3207 t IlLoo' }_ I I 4u OMA _I„ r' _ IOp.tjp' \ �� ..EL,�iR TY Lq-T : ” '� pA p �._--1 !' TO PORTLAND TO(lE A V E R T ON • ■ rneee� eeTiwrswseT_erw�� I % // e I "'Qk °�,,,A --- . tiU Py/ sw say"PKWY --, ,4' 5; \� OF/ •w 12MAV Site � -_--- PD I sw HAs+Es RD sw BArLot, sT CO Site Dimension Plan Site Dimension f— T 1 to=30.0' b S� North v j to °A`EM Plan Tigard *r'4J l 1 IIIEE/MGV BY: PATE: 22 July 1986 Z� II CHECKED BY: JOB NUM°E~,. I- P288301 ® waxE►mE/swTo a AssoaATEs1.c Z VICINITYAN -PL _ 'O'affiz9or ALL """"'' SD2 N. . . 'T North OF 4r✓+. .r v . ym.... . ► , .r "Tia 4 r r y h > 1 IilrlI lIlIl�ly1illIlSlI lIlIl�l�jlIlIlSlI lIlIl�f' I1IISII 1I1I1�1I1�1I1�1I 1I_1I1�1111I1_S1I_1_1I1� I _III�Ii IIII IIi�lLlSlI lIlil�l_��l .l�__.l.�_.llt�l_�l�lI _- lj. lI I1I1i1i1I1lII 11,1- I111 NOTEIF TH15 MICROFILMED 41 2 .. DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO _ THE QUA'TY OF THE ORIGINALt, S L E l= a I 1 LT i [ lI Il 1 1 lI i i 8 rtJ L g 9 ► Q lwUHAWIN III1IIIIIIuIII, �l,��►IIIIIiuI Iuiliiu iliili�+ ,Il�ll�imhlll II�IIIIIII III►IIIII Ilullul�Ilullu�ullllul uulull uiIIIII►IIII�uiI uillu1il'iIIuII Illirilu N JUNE ' 1990 ., ..�. "� r .'Ir. :m' ,..+Et'$�'c°67�'„u'•gha, '�'^ ,. a, ... . .. .... _ ... .r .n+ ..,J4F * '4'J�' . y C` 21 J 9 I . 33 � O aj0 r ' I t _ 315.0 1 e la _ o� k5 - 31,7 I 307 - I 'V 315.^/ 31 ' .`^••M _ 315lYIA..H' ae0"_ 10 30 / ' �p y0 � - ._ `A.♦.•„_r_i,�-- � %.�''lll\\\ ��... \� - � SOg♦ } / � B _ / � � C.C.- - ♦A 7 � � S I I - '1047 • 30 _.. _ 5 -� :'�. v � A 6e � � . .r -- 303.0 \e 5 ! Future fxparr9ion \ > •'' \; \ -- 30� 'JO " - 1 8/15/88 REVIS®PER CHANGE LOG •b• \ /- 30' j3 NO DATE IPURPOSE REVISIONS ` C ;a '° Operations \ \ . � �. 3 ---�-.-•�- 1 r for Center \ \ I e .. , \ ; � \ �, Key Pacific \ ; B laB Services Corp 8- 16- \ .s. New -Operations_ C@neer Tigard, O"sgon zo7e 55 Developer: IF 307 v N \ \\ 9a 1 .F. 29Y --�� JstwrtlAehslc z9 P Westwood Corporation 3030 S.W. Moody Avenue \ \ 2 29,i - C,° • Portland, Oros SU3/222-200 97201 V ,1{ 0� m �\ Y\ m` , . - • 292 _ x a�, `-` -`'. \\ ' Z� Architect: z9 Mackenzie/Salto ! Associates P.C. , • \,1 a° .. 9 0090 S.W. Bancroft Strati I IR-,D5\ 1 Z9 _ - • \b s '�\ ` e 5 Portland, 9Swn 97201 ob CH INLET _ � i 505/224-9570 Structural Engineer eP y, •,\ c° ore-` - \ t � ore o �\ 9 [,4B P _ �` Mackenzie Engineering Ino. 0890 S.W. Bancroft Street Portland, Or• on 97201 e' a 503/224-9500 Meoh/Piumb/Elea Engineer: e t o L tc R-I Ss H.A. Williams Associates ,• ' \ / \ y \° a 3� Consulting Engineers li - •" I \ " . Jr'�,. e yt r " _ _ - T I I>�1 'V. \. _ _ 48 ubaa. ender3220oad 0 St-1711 i r I e O 4 4 ,¢°$° \ • orea, o u /ode llyee orREra Landscape Aroh_ltea • I I I•.I ° Lea 1 1 1vPl , \ \ , - n ,c / \ \ i/ // / i / e \ " - i e \ , r .•` I c '� a m ' •e y0 �/ / �� \ p MYraee ADe001atee 'e\e` � ( � " I �•+ �I \ \ �� • w ,orr e E la a( .c / AaP' � • 1 Do.v � / / �• .N \ P501300 N.W. Northrup oet ortland Orn 9 7209 3/242AP If p t ' A JC cIA 11 111 . ' 1 i \ 1 .\. \ \ ..1° . . ..' n \ / ' e Y \ . \ ✓� q— e c as u A ` \ II 1 1' 1 I a1 I 1 1\\�\\� •e�P n �q0r\ ttl / .o 'e Leel VY V 1 \ Iu`\4P1 �' / , W. • la , R_ Az 1 � 1 b - ES PIPM } A SEPpI I IR5011 .` PRINTED u' wo . 47 soIRi�SDorbe Z9U SZ,IOp 0482�'I.5 / ' . . es. _ ~`•.,� e^'� �• P\7�"t / P�/� � �`'' AU , I G Lu J czi ==—LEGEND _ W QP /L" 2' AC OVER 4x &ASE M• / m /'` X00 20 F 3" AC OVER 4" 6A5E �� t �• LEGEND Site Grading Plan , ,R ,0 ' zeo 't r C� 1"_30.0' SD- 3 Site Gradin din g P.an 56 n North J .Iffl •� DATE: JEEP. C ` •.rcrorl uavlf ' ,z n .m RWBAwN Bv. 22 July 1988 �I J I �� / s✓ CHECKED JOB NUMBER: .•ar=, eu /"' DIT P288301 rR Ze° s / a xwm0/Exo•rowrmae CM • CI,1% ,�.AL tlMa 11ap11m CD CEDA. r � ,y. rV•., .g a N nes [ 11 OF 7 ' III�III 111�I I lll•�r III?� IIII�111 I III�III Ill�I I Ill�111 III�I ill�I I111uIII�III IIII��WI + ll� LII t III�111 IIII�ll 1111�III IIII�l�I WTI: IFMISMIUMFlUXID DR IS USS CLEAR TIM 111111114 , MIS WTIM, IT IS M M _ euu 'WX nE lrr ca nORIGINALorORIGINAL TI i Mc. t ti 4i ti 0 6 5 li i 1 �I��� I 1 t I t t II 1 Y L 9 f t i I • k IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIuImIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIuulllulllllllllllllllllllllllllllxi'mllIIIII,IIIIIIIIIIIIIIIIIItH Dullthllullllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll�IIII JUNE 1990 � l nl .II ^v: I� l I t t I R T TF 5 RIM 317.4 40 I \' V I LS 5.E�8 X70 ' \ \` •` ■ I.E. 310.40 / >>� ` .- c.B, • C.13. - 416 RIM 323.50 UTILITIES LEGEND j REM 311 '0 I.E. 321. 50 •• I' � •• DOMESTIC WATER ■ I \� �\ _ FIRE SERVICE SANITARY SEWER `•• ................................. e >� `�, \�\ ` `• STORM SEWER I � 0 ` `�'_'\, \ ` `�` •`•• NEW MANHOLE ■ \\\\ -.� •• DITCH INLET \� �•• STD. TRAPPED CATCH BASIN �� �� �` •.� �•• CLEANOUT • j -� �� �,� C,f3. - - - '�`� _ `•• HYDRANT G ���► ' i ( 3 i �� ti' �"""• •• Phase II S III Perking and Landscaping �, FIRE DEPARTMENT PUMPER �_._..r.._----.— e CONNECTION AND LINE M If �\ .�I 9 �w '�•.. i BACKFLOW PREVENTER ON --� - `�\��♦' UNDER SLAB DRAIN Cor@ 1 S,�II 70 r^\\ 'y ,\� �n @ IG7,2(y`r� I SD �,�r.`y.►• - - - --- --. . . C_ ■ R1 - I 1.RIM 7 , .`.' "I CUM M UN C. 0 TRENCHUI.7 7,0(0 I1. 30RIM 307.70 ---- - -- ■ I.E. 304.00o - - - - -- ' ■ r_"'-.- I.E. 303 dJ �� 1 1 , 6�' � ONCS_ T S 1 � 4 _ oo. I . . R, Future Expar I E.30Z.88 , 0 ? ?B07, I� 0 - ---- --- ----- -__ sion .e. 304.54 / 1 IRS 12 -- -- 3 o I.E.300,16 ti0 I I I - 3oz,as 8/15/881 REVISED PER CHANGE LOC S ID - 4 ' \� I.E.3100.7 ♦ ---- !o LE, 297.0 I.E. 0,%3 ----- I ■ --_-- PURPOSE LE. 287.0 12C , 5V I _ST) 3 REVISIONS I ` RIM 303,°i I 5D 4 l _ _ L CLASS 50 KIP-RAP C?.S• DS - --- - _ 1 i 8 - I - I �`\ R.° DEEP TYPICAL_ II I R� �- -- i e Y atl o 11 S �\ I.E. 3a�,s o.s. G.i�J, t I I 17 • I � �_>?SDrS _ Center for : II.E. R"R I 1 � SD- 4 ■ � -_— 304.00 -� "' ---,-�._ �� 2 rl�.$O I 1 �-'�.,, I.E• �O S.S � I b I O � � Pacific 301.41 i� �'-'-"^~ -�"'_ ""��.•,,► i � � R- /�-�8 1� , sD J ■ / I - I `- 14� - Services Corp . I � I I � New I Tigard, Oregon Operations Center 1 2 Developer .� � � •• p _ 1 ELS#W!'0 �I I 4 Westwood Corporation I.E• Z95. , Expane Pr��� IIs � p �O I1 f�8E1 kfi $r+d I- I ♦ 13 Landscaping �° I� 3030 S.W. Moody Avenue STORM MH _ �� Portland, Oregon 97201 I I CCI 503/222-2000 �1 1 I I.F IN 288, S c"4"� I IKSD I 14 a I 8 ) I.E. IN T 2137.8 X12"s p- ¢ �I I oU2E',7,5 (IZ") 1t Architect: 1 IFY ET (VERX15T—INVER- CE-Y_ NOTES Mackenzie Salto & Associates P.C. UITCN INLET f�"� 1. 2" DOMESTIC WATER METER 06510 S.W. Bancroft Street ■ 1 RIM 2%4. o Portland, Oregon 97201 ■ \ �Cr� 28- I LE 292. O 2O 2" REDUCED PRESSURE BACKFLOW DEVICE 503/224-9570 ' I.E,281 .d G_ C.E3• l RI^�I xgZ. 7a I ' 3O FERE SERVICE BACKFLOW PREYENTER AND VAULT Structural Engineer: ■ ' RIM 287.00 J I'E 2-117c> 4O NEW 48" STORM MANHOLE 9 I.�. 28 0o f /+ INSTALL 8" MA. X 4" FLG. TEE W/4" FLG, GATE VALVE WATER SERVICE DETAIL Mackenzie Engineering Inc. STORM 1I I , �F 2 G 4" P.Y.C. DRAIN TO NEW STORM MANHOLE 0690 S.W. Bancroft Street SET RIM 0,5'ABOVE EX15T. 5L_AR3 DRAIN SE:= 5HEFT 5LAL;5PR.AIW 5EE 5HEET PITCH INLET 8 2'bMI1J ��c �� SD4 NOT TO SCALE 7, 5" M.J. HYDRANT Portland, Oregon 97201 517 (o FOR SIZE SLOPE So CnFORZ SIZE t SE_OPE lA y �. 503/224-9560 ■ GRP.DE-APPROX. '7 ■ I RIM 2$I.SC)- lai� / \ O ROD HYDRANT TO M.J. GATE VALVE ELEV. 284, 5 ��.— I.E. Z7->,&77 � � -- I.�. Z8O.2Z �1. / i.E Liv 272,4p5 w-�.-•�/'��1 E. 281e.5�i L�'V i •'• ^' O INSTALL 12" x 6" MET TAP AND GATE VALVE I.E. o�-r 272.�g ��s.`, ., '' �� �—��•- __. 1.E zgo.o �`�-� Mech Plumb/Floc Engtnser•. ■ u i �•••' , � � - r D S - l�ti t/ ♦a� � ` ••O \, 10 INSTALL 12" x 8" WET TAP ANO GATE VALVE ■ '00000000000 H.A. Williams Associates II - � / • �..�� �� EXISTING 12" STORM SINE consulting Engineers I C� R C -G CSI%Mlt�. L /% \ 12 EX;STING 12" WATER LINE ��/ C9. \ I 960 West Henderson Road Ld �� C0 r 10�I.1(o-70` ^ a / �` - SEE 17E FAIL SD't " ' 13 REMOVE EXISTING HYDRANT TO VALVE. INSTALI. PLUG OR [OIURIC4„ Ohio 43220 Q \ \41 / ��`` I.F_. 274.$4 MCC). III I _ / _ !i BLIND FLANGE AS REQUIRED. 614/451 -1'T 1 ■ •.. .- ``�` I.E. 27(0.4"�'•''TS1,1•' _- 1 @I I E✓ 73 -41 PUMPER• / r - �/" I.E.27�J,03 / / RIM Zg 5 4 NEW 12" STORM LINE - d LINE \ % LE. IN 7 .75 - I.E 74.4:7g� I'�4r� - - - I , / /// I, #0 U 7 ra'� i 15 4" P,V,C, GRAIN TO NEW SiOMM MANHOLE Landscape Architect: I.E. 2Co�J.40 Z ?�/ \ / I.E. Z'l O Ire E3 I � _�� • - / 1.t \�� - �. - 16 FIRE DEPARTMENT PUMPER CONNECTION Murase Associates T b" ISS Z ♦ a�•� � � �p �` ^� _�/ 11 VELOCITY BALL DRIP VALVE AT LOW POINT IN 48" LE 75,70 a� -�i��. 0 .� l �� ��i� T �•� / O DIAMETER x 5' + DEEP MANHOLE 1 300 N.W. Northrup ` •. I i RSD)to / Co .. ,.Y..... .... ......C.y. ...�. ..... $rkir,,, i - Portland Oregon 97209 CLASS 5o RIF RAP e.. ......f..+...p... .. .. ................. . . .. .. n af1t'l'$t`R� A U' �Ii^/ 18 4" PUMPER LINE 8 r I E• 277.f30 ! l „ gg 1 2" PEE- TYPICAL , \`� `c � � Q 503/242 1 477 8 �`b8 =w,l g / ` �� ♦ / Nh�' 19 3" DOMESTIC WATER LINE 4 Cp@ I7o MIN. C,8 _ E.ASEMEN► 70 8" D.I. FIRE SERVICE LINE I ) / ■ , TM 15"c 1.I fo°Jv I c7� R I 2 O !00 C.f3ry 0 r R 8 C —� RIM 28Ce.t a [�4tv1E5TIC IMA Ec i .. 12't� 5.4 I �7� I yERVI[E BACRCFL© •.,+ / L'\ i V l;. ® ��Ll1�Fr t M f e r 23.8870 iC� DE?VIGFi \ / ■■ ■.w■��■■��■■��■■�w■��ww��r■w■w�■ww��■■��w■��■■�.■�r■■e��w■w��■w��w� ww��wws���wess�ww��w■��■■�ww���ww�■■r■� -.r■rw ■:I■��R�i■ �/ ,, • �'(, i} /llriE>" 4 1 C.B. _ - - RIM 285. 10 \ ► I.E. 283, 10 ■ :Id, , RE,_OCATE Ek I6TIN4 HYD. 1':r n.lrl tits ll� " I:-'." Q TO TH�S LOCATION ..._:,,.....� A � / EOE NOTES: s MH / h� I. ALL STORM DRAIN SIZES SHOWN OSSUME CONCRETE PIPE. SIZES IN PARENTHESES "( )" . . Site Utility INDICATE ALTERNATE PVC PIPE SIZE. Site Utility Plan / L,i1 r� �. �+ 2. COORDINATE LOCATION OF LANDSCAPE IRRIGATION TEE WITH DESIGN BUILD CONTRACTOR. ll � 1 -30.0' ' -` � i% I — S[ ,- 3. PROVIDE STORM CLEANOUTS AS REQUIRED BY UNIFORM PLUMBING CODE AND CITY OF Plan �� ' I North ,� / TIGARD. DRAWN BY: EIA'E: --_ + L-)00 fil�ny,4 U/1 VI S/a6 RWB 22 July 1988 ['f�S ,� ie' � v><c/1 80lI171 CHECKED B"Y: i , Z I /� v Down ��u.r�s soh 1 IUMeER: P28830 I row-DMMMIR.ME m N10"PW OF S 0 � cF III11111 IIIIIII I�IIIII VIII I IIIIIII'!IIII IIIIIIIII IIIIIII IIIIIII Illll II�IIIIIII V III�I IIIIIIII ("VIII I IIIIIII VIII I�I�IIIII�I�I I I�111II 4J I Illllllil I�III�II �Illl1 I�I III " NOTE: t F THIS MICROFILMED 1_ DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO TVIE QUALITY OF THE ORIGINAL � � ��T �e{� � DRAW,NG. ►I11111111016"11111 111111111 111 11-11-IIILoll _1l lll�l�'IIIIIIII�I'II IIIIIII►���IIIIITizirl►�►���IIII�IIILt��11,���������� 'II�IIIIIIIII�IIlilrIIIII����I►►Ii1►IIIIlIIIFIIIIF11111111111111111111 �������►IIII'Lill►IIIIIII�IIIIIIIII�IIII UII�►��� IIII�II►�����►���� IIII�III;lllllrlll JUNE J I } i tAll t A Tj C D E F �G > H J K L M -- - 1 1 BAYS @ 25 '-0 27S ,-0" — - - 2S '-0" 2S '-0" i -K f4lb rl T — 1 _ _ - --- -- - --- - --- �— ------- -- — J L -1 J L — J L --I-- -1 — L - - J L - -- I L - - -I t- -I-- -' —I— t L J i 1 I I I O i Ln -I r — — -� r - '1 r —I-- r -� r r 1 N -- -- -- -- 2 I I - - p- --- - —�-p-+-- - --+O+-- - -<� I �—-i-p-T - - ---+- t�l Rs o_►� 0 -- -- t-p-t-- - —I- --:#� -�-- - - - -_. 2 J L - - .J L _J L J L _ 4 P' II L J L --}- _ L J e' LJ L J L -1 II I I �- � _ - - _ U, _ � I e• 2�"1 � 130 r + -1 r r r , r , - ,�o-+-- - --�-p-+- - -----+-p+-- - =L —1 L J LJ L J L J L L J �-OO •�-- - --�— J L J ...... ... _... -- ----• LOC= ' . ::•r++:ri i'r4+.;• . .. ..,.. .... . .. .riii:::i'aiir:.<... +t+�+�iti:�:��,•�-r,� t VISED I ��' s.Zeu!, / CHANGE.NO DAIS PURPOSE I FII ow FLOOR ELE� .. _ REVISIONS II :: ... ::.: .�::;.: u. _ B Z91 U r r -1 - --- t- -- - r ,,—c r'. <�-+-� p-�--- - --+p-+— - O +-V- - - ---�-p+— - ►-p-i - i Operations L J -..., ....J... .. L - J V i -� L . J L J L J L J L J < . . ....... .. . -- L Center f or . .. ..... . . . . ::....... .. .: Key Pacific ... . . .... ... 0 i Services Corp . M I r -I r 1 f r 1 rrt � rte �• r , 7 r _1 r -1 �O t` Tigard, Oregon N L J L J L J L I J L J II II L J L J L J L J II O L J nr . .. . �.Zttib.r'' ! Z ���I g t zyo.v� Westwood Corporation RECESSED FLOOR JLAB � - FIN. FLOOR ELE 3030 S.W. Moody Avenue . ....... .. : -:-. - :: .:......... I Portland, Oregon 97201 ' 503/222-2000 - --+-p-}-- - --- 4-p-�--- - ---+ >-�--- - --}-p-� + �J-t- — p-1-- - -p _-- - -}---- - t-p-f--- - —+p-t-- - --- - I Architect: L J L J L _J - J L J L . , � L J L J L 1 L J L J -. M Associates P - _ �: Mackenzie/Salto do Assoc a es .C. 0690 S.W. Bancroft Street E 4. u � , , tLE• 2°10.0 � _p � � Portland, Ore on 97201 g V> ....:... .::!:,.�:;........... ...... :: 8+! ++ :..: I °S - �^- 5 0 3/22 2 4-9 5 7 0 411 ev `�= r ^j - --- -- Structural Engineer: T �• ¢ M '`�9 (E— --- — �p -_ L Mackenzie Engineering Inc. I 0690 S.W. Bancroft Street I l Portland. Oregon 97201 i 503/224-9560 I I l# Mach/Plumb/Eloc Engineer: --------------------------------- 'd Mlt:i.w►;::K« wayw�++M�!:.wwe; ...... ..:.......:::. ... . ......«�+:..-i :.- .* Associates ---- 8 H.A. Williams Associat ..:::'�"G:::�► ::.�;.,.::r„�;::... :. ..: :. :::�-:�.�:: � Consulting Engineers o Columbus, Ohio 43220 I I I 980 West Henderson Road N 'I �3 614/451 -1711 'I Landscape Architect: -7.. 7­6 -- Murase Associates ,� Q � � •Sf �— r—� G. � � �✓ ! 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 L ! E ® 100 ,_0„ 10,x ,-_0„ 75 '_0„ >� EA i A E — -- � M - �io5os � •�. i - As�otiptc" -- 4PIC) G L PP Sly UNDERSLAB DRAINAGE six KLAN FF FF FDNFDN UNDER — SLAB DRAINAGE PLAN DRAWN BY: DATE: 22 July 1988 P288301 CHECKED LINE OF CUT/FILL ED BY: JOB NUMBER: P288301 'g o t» wra; .r.c 1 NORTH w :rw: -- - PERF DRAIN PIPE ALL nom 6"DIA. LEADER PIPE :� V SD5 reet�n r TO STORM SYSTEM, �, OF, 1 _ s 1111i�I1I111I1I1 111111111111 1111I111I1Ilil I IIII111IlIlllll 1IIIIIIIIIIIIIIII�11111III1I1 II 111IIIII11111 1I IIIIIIIIIIIIIII 11�I III IJ.I 1{,1,11 11111111 1111111 1111111 III 111 NOTE: IF THIS CLEAR I%AN l l_ - ---`�- 4� - �� 67R� __._ l bl__-�._ 1 1�I �r�J } DRAWING IS LESS CLEAR iFIAN - ---- THIS NOTICE, !T IS DUE TO ____ THE QUALITY OF THE ORiGiNAI ' DRAMINr;, � 915 4L 1 L C�S t�l iL 131-1 L t �1, l _T l .�II IIIIIIIIIIIIIIIII11111 �r 11,1111111111111111111 i11111IN lll�iullm�llll llll�llllll 1111111 ll11111111111111111111 I11111111111111111iillli Ilii JUNE ' x1990 -- - •M^°�+'r--..sn'Y�r..�,�«..�..+,_ �,r.....�.._.. - _ _ �-o... itiLlll.9Rs�iM' RWitl.- .... - _...�. ,"' .�� �- . i 4v , r . `j II I SCALE � h lP pIO I � LLI s LLI •� I Z �p 0 az' WW INSTALL. 10 C.Y, CLA".5o { LLI w RIP-RI►fi IN ARE ox PIPE 0 I h h Q ` I aa• p 007 t a a PIZEVE11. AS REQgD, rto 8p a 6 �p Zpel I l �2 ` 6 I 1 Q �G 6U r_ -- PREVENT SOILS EF�OaOn1 9 2' 1 a - ` 41 �oT� l Imo" M f �. `` $ a — - Z Y ° U U I R6GRANc)e DITCH -Zeav 3° y R - -- ---- � n S� AEA TO �ALL-OW IO LOW Znj i +�• 60 J 3 L. � 30 Z. O o TNROLICTN I\JEW 50° C,M.P �Q 6 I ° / • ��'. ZI(o.00 L �gI��S �_ -- . 220• ; �� ` -_ ---— - - --- -. ' • � i r 4 a 1 8/15/88, REVISED PER CHANCE LOG /`� NO DATE PUP.POSE �✓ Q • hp by 1p pb REVISIONS A. 0 K Operations 'f f '> m Center or : PLAN � 1 T' Aey Pacific Services Corp . jTigard, Oregon zzz- V m Developer: r 2Z2- a Westwood Corporation k-4J 3030 ti Portland,Y. Moody e Oregon n 97201 \ I 503/222-2000 ZZIO \ 220 Y i Architect:\ / i<xlSTlrlc, 3o'Ic,I..+Y, Mackenzie/Salto 'Jc Associates P.C. / — _ - 0690 S.W. B(,nerott Street ZIP r / 503/224-9570Hand, Oregon 97201 I a 70 2. -� Structural Engineer: Zifo — _ Z 16 Mackenzie s Wn 91oeeri ft ntgInc. 0690_ — — — Portland, Oregon 97201 503 224-9560 I,�. 21fo•OC� / 214 Mech/Plumb/Elec Engineer: I Z146-rISL 1-)88H.A. W:Illams Associates Consulting Engineers CON' �--- ExliTlrJ�l 5Ar.11TARY SEWER DRAWN BY: Consulting Went Henderson Road 1 1�RZ^GTdR TO vein I F`r ' Z1Z Ex1�5TIN(,� GRUU►.ID P(LUFIL_E I zl R BaErrcl-IER 61 b51 -1711 Columbus, Ohio 43221 j CHECKED BY: / D. LATZSON REVISMS: Landscape Architect: — CC�NTRACTUR.TO VERIFY'' ` 7-I0 Murase Associates Z ID 1 300 N.W. Northrup Portland, Oregon E47209 503/242,�i477 EXI�+TINC>r 3Col WATER MAIN / 2O8 COtiI TR ACTO FZ-TO WEfL I F Y Z08 IBM A,LLIIGHTS RESERVED IATES DC IYSL Au RIGHTS RESERVED — —� TNM ORAWIN ft Ago OVCf O1N TANT YA/INEO excf♦T INff RING INCOR►ORA T00 —_- AMO AR■ NOT TO fl Rf WITH ♦Nf fR1T TfN •■R!/1► /InN up Yf 1. 1 SHEET y f --- r PROFILE. 1 n. 7 VERT SD 6 Joe Not 72nd 72nd Avenge 2$8301 I Stora Sewer Crossing CR A DRAw'N C+Y: DATE: R@ 22 July 1986 CHECKED BY: JOB NUMBER: E- P288301 UkXENM/TARO b A39013ATES.P.C. 1088,ALI. RKM3 RESEINEO I ORMIS,09 A1EE TME PROPEL(cyK/s SI36 I 1 A U �11[[llT' R n y I 121" �r� °t° '�" "'E OF 7 ' 111}Ill IIIIIII IllllllllllllLl IIIIIII IllliLl IIIIIII IIIIIII IIIIIII V VIII IIIIIII VIII Ii IIIIIII111LI LI IIIIIII VIII I II111 I Illlt I I�;I��IjJlJll I I�II111 IIIIIII IIIIIII (1111 I _ ' -. 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S.5 MH'0Z NOTES �j' SANITARY Z $Y ------ --- SEWER STA. I+ I(o� ��� -- __ I. ALL WORK SED SHALL CONFORM TO ALL CITY OF 1 8/15/88 REVIPER " IOG \ i EA5EMENT1 — TIGAt:a ANp ALL JURISDICTIONAL CODE S AND STANDARDS. NO DATE PURPOSE �` q2 2- CONTRACTOR TO VERIFY ALSL EX15TING CONDITION AND NOTIFY ENGINEER OF ANY CONFL1CC5. REVISIONS i Z. CON!-TRUCTION WILL 5E 5U15VECT TO FULL CITY OF Tt^ TIGARD INSPECTIi7N, INCLUDING BUT NO"i LIMITED X/ N TO AIR TEST, MQ,NPREL TEST, TELEVISION REVIEW. � 1 Operation s ALL TESTING= COST-5 _`HALL BE 15nKNE 15Y CONTRACTOR. LU w renter for : W w Key Pacific; M 0 � �� Services Corp . Uj �"' ' V Tigard, Oregon ix PLUG MARK. END OF 0- Developer: / 111 �-SEWEST� L1l�0UT M � Y0 z 0 Westwood Corporation �. Q Q 3030 S.W. Moody Avenue # I M Z 503/222-2000 Oregon 47201 Q 0 0 Q a V J J Architect: it ? d Mack anzle/Salto do Associates P.C. X LU 0690 S.W. Bancroft Street Portland, Oregon 97201 >_ �U� 503/224-9570 t- Z �, �_ �rN Structural Engineer Z : > + SNF N MN 290 00M �d<I; (,�L_ _, i Mackenzie Engineering Inc. In Ug ac I — 290 V 0690 S.W. Bancroft Street 6,3 0 NNI' — -- — --- ! 503/22Portland4-9560 n 97201 �r 285 Fe��_� � � � � � Z85 /Mech/Plumb Eiec Engineer _ - - H.A. Williams Associates Consulting Engineers i 980 Wbst Henderson Road 280 �/ _ 614/451 -1711 4:1220 / �$O DATEa� AUGUST 10, 1180 Landscape Architect: DRAWN BY: — 275 G. KL!ER Murano Associates CHECKED sr: 1300 Z 5 W D LARSON Portland Ore$onNorthrup 7209 4.901- —�"� I --- 503/24?_�147 AEVIS1014: I 270 ��� -- - -- - _ 101 xMTED • _ 309_4 P.VC. OR C:.-14 CLASS 3 CONCRETE PIPE. MACKENZIE ENOINEFRINQ,INC 190 n'-1 RIGHTS RESERVED ��• • I �G� 2�� tf0� ORO P�YpCRaan saTr NZ i.. .!�_.__' Is y NPO1asa0s AAaNOTo if 1N AN/YANNaA.aRCa'T TNl •AlitaN •aYl► MCI 00,we 0. vCE {1lSfC1CbGCIi�CtJbI6G:(!d SANITARY SEWER PROFILE Ey i �- SAN gAN SCALE i " - 20' HOR.IZ„ j I T8 TB Public Sanitary Server O i z of Plan And Profile Z88 501 DRAWN BY: DATE: Cal: 22 July 1988 1 IQSp-�q pa 11� SD- 7 CF ECKED BY: JOB NUMBER:v�3p J D.- P288301 fAAO(EMMIMTO A A SMATTS.P.C. 1YSa,ALL RI@fl7 RESERVED TWX DRAMA ARI:THE PROPERTY Or �� 1 ASSOCI1ITES P-C1Tl 3 NOT TO/E USED&fe[>° PR Pr lsSfa a,'7; or 7 NOTE IIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIII' lil" I I ! I 1111111111111111111 � ill Iii ill I � ISI I � iii ill I � I i � ,�jll � i � � iii i � iii il- I-�-J ill � l:� � � l� Ilii i I � I I � 1F THIS MICROFILMED DRAWING IS LESS CLEAR T1AN �- THIS NOTICE, IT IS DUE TO Fmi"i R QUALITY OF 1HE ORIGINALr11111111 �lT l I I 1f 8 9 L NDRAMING. Ill Ili I�111�1►mllll l�il��ii ���ili�i��il�l�i�i��iliiii�iiuliu►�uiili�iI riiliiii JUNE , 1990 r. a � V ��—.. _ -�nE1- •tet- � ��zdw►J ,4r �INI�-I ` sl> ■■■sa■s>•■��■■s�■■�■■ T NIP 01 Neo ' 4000 �lll TFC iji ••� '� Srq -- —.� �. rE 12.ou�.a•-tE�� .�Ic��� t r�rrctl r� �-- •-r S Z A Z aTAIG — 3 raw- T12r.PJ SHRUBS EC4.lALL`f >r�:raj 12Ebl,,lp27tj, Cs_Ca�, _Irz cduOL�3 / p a WW r-1 V_ L_L42. V 01 / I �y� � • ` -` � Etx>E Com'' C�ROUtiIt� GOJ6�2, \ -- u _ d I-r-- ■ �- /� f�ECilt✓If ik_Lv BALI- �-lVEly>, r 1 0+ - + t , • �_. III � _. 'I •, ,, _ W4GK• P I L.L \ + + t PLA1.1T C.EIJT�Z. - ■ �� �•• : + + ■ ......... �,•• '� ILII f Ifs - _ -- l p p A�` r-- _—��E'r I`'LAI-1TE tJWC�+1�.lAL PL,44r]IJC& I;�jO^R-bh�1 blc­ NbLL. l .`. �. I I�1 �'�• •• I t�•N--QivO(Z 'rD �2F1�t.�I�.1C7 -- � _ ■ 1_ • I oo TREES • Ilots •� ■ I� �uI­1AL ••� —4�•-IFS-1bFJ� *�'�Jll� `� Ph a II 8► Ili Parkin and �andsc in _ GROUNDCOVER as g S �*- 4 III .l 51�1 I"1t.R- •o:�f \ �� ��'" -'r•� 2G ISI� \ ••_`',�� "�'."'�,._ _ ■ C"r'!P CAL_ Ga'f 'IarpL-� 4 6IA�'1�L ._ �`r'"• - - ■ 1 • p tel+ 11 Io I 0 - l--- - -- o0 � • I S .���� Merle � � � � - - ---- — Future E pant i o �" - -- --- 0 0 r 1 8/15/88 R_VISI- PER CHANCE LOG . i' \� NO DATE PURPOSE REVISIONS .I. J , -712� Operations ■ 2� � �, c �o��,��� �02��� -�I��.� - Center f o i° . I�aUC7 �. / ,=�crr vim. `�'E�vZ I G -e T Key Pacific Q / GRRTA�-A� P«-�•.,r 12u' - 2,' Services Corp . / AL�12 RU P�r2U � - 2 (�L� . 'L,QC,^IIAT-. — 4' -C:T Tigard, OregonNewOperations tenter 1�j Developer: j' W B x � Pf3a � EI S iii S+��V '-� Westwood Corporation R S fv n Parkirig and Z>L� N� I6 -2 3030 S.W. Moody Avenue E.aRbSCap1AE� 503/222-Or 0 n 97201 ■ �....��.. I C>, # L21 4 1 tom*�2�'� / P12U r\l Uh L•AIJ !Q . 10—no ` � G1•�•oJ �c:U Ga�� Architect: t t Mackenzie/Saito do Associates P.C. 1 _7)44�= (o i P-t� Pry I"OG:) :�P•C. 0690 S.W. Bancroft Street Portland, Oregon 97201 ■ 503/224--9570 CAL:,+'GI~u11001 - `�" �10_*V d ZA' 0'`- Structural Engineer: Mackenzie Engineering Inc. �I 0690 S.W. Bancroft Street I � � \ �^-' F20 a 6�- 5 E<�� �� �-j-T,.•r� p rZ,C,-Ap,� �I� `.� i bh� I Oo n 5 G. y ''A Portland, Oregon 97201 503/224-9560 Mech Plumb/Elec Engineer: r 1 H.A. Williams Associates Consulting Engineers 900 West Henderson Road Columbt:s, Ohio 43220 ■ \ I I it JI I ` \ ��^ 61 4 /451 -1711 L y` \ Landscape Architect: J I / Phase g & 111 Murnse Associates Parking and � ` /, � 1300 N.W. Northrup I --f - Portland Orey on 97209 ■ 00LAL IZ Landsca# rap �. S03/242X1 477 / PRINTED 1',. ^nzle/Siib G Assc _,._c_.a Ea� 1:,cupc,_._1 / CO . Landscape Plan / Landscape Plan _ 1 =30.0' MJF' North / DRAWN BY: DATE: •�.�'. 22 July 1A>�8 1 1QL- 1 CHECKED BY: JOB NUMBER: y, IL I P288301 wcxr►a=/swro a Assc■mr.c Oft ALL Rl" a, L1 wl OF � ''111111 III III III III III I I III III NOTE: IF THIS MICROFILMD DRAWING IS LESS CLEAR THANIII-�V' -III 1 II-1III4L I I III II�I I III I-ISI I III II�I 1I.I_I-I i-III III I I I-II-I II-I I-I-IiIII CL7�I LI1I -I I I I III EI�_I LI I�-1 I III f J1,1l11 bI III I III 111i111t1 III 1111 1VI1II�.I , • rHIS NOTICE., IT IS DUE TO THE QIIAI ITV CF THE OR1(•INAI IIIIEIIIIIIIII LIIIIIIIII LIIIIIIIILI ZIIIIIIIII IIIIIIIII III111111 IIIIIIIII III111111111111111 IIIIIIIII IIIIIIIII IIII!1111II,;,�1�1,II IIIIIIIII IIIIIZ Z i 1 1 - 11I �L IIII� �III-IIII6I` IEIIIII !iI„IiIII I►III►111► DRAW Ir ;. 11Jill 1- I14IIi1111I1IIII111IIII 811 I Iii 11111 I y JUNE `7 91000 ..«♦-ori« �.,�.... _. __,... _ _. ,.._�._._ •.. .•r. .•...—,_ �,_ .err. - r.. Jr -. ::. - • , 0 RATIONS C N R TO BEAVERTON TO PORTLAND FORSW 68TH PKWY SW 72ND AN � -- Site SW HAINES RD Y ACIFIC S RVIC S CORPO. RATIONB� a1 sw BAVLOH ST . / 9 TO SALEM I Tigard- 1-5 I VICINITY PLAN No Scale North TENANT KEY PACIFIC SERVICES CORPORATION 7180 S.W. FIR LOOP TIGARD, OR. 97223 503/684-2444 OWNER / DEVELOPER / CONTRACTOR WESTWOOD CORPORATION 3030 S.W. Moody Avenue Portland, Oregon 97201 503/222-2000 BUILDING SHELL DOCUMENTS - INDEX OF DRAWINGS ARCHITECTURAL DRAWINGS SHEET Al FIRST FLOOR PLAN ARCHITECT ' SHEET A2 SECOND FLOOR PLAN -` SHEET A3 ROOF PLAN (NOT INCLUDED) MACKENZIE/SAITO & ASSOCIATES P.C. SHEET A4 BUILDING SECTIONS 0690 S.W. Bancroft Street SHEET A5 WALL SECTIONS Portland, Oregon 97201 SHEET A6 WALL SECTIONS 503/224-9570 SHEET A7 EAST & NORTH BUILDING ELEVATIONS SHEET A8 WEST & SOUTH ELEVATIONS SHEET A9 STAIR #1 PLANS & SECTION SHEET A 10 STAIR #2 & #3 PLANS & SECTIONS STRUCTURAL DRAWINGS STRUCTURAL ENGINEER �� '�� ;�L/ 3 SHEET Si FOUNDATION PLAN MACKENZIE ENGINEERING INC. SHEET S2 SECOND FLOOR FOUNDATION / FRAMING PLAN 0690 S.W. Bancroft Street SHEET S3 ROOF FRAMING PLAN Portland, Oregon 97201 SHEET S4 EAST & NORTH STRUCTURAL ELEVATIONS 503/224-9560 SHEET S5 WEST & SOUTH STRUCTURAL ELEVATIONS Ohamqe '�Av'4-r i'h Gv/ b(J;jy ,6- ,chi -O -� APPRUVLU FOR CONSTRUCTION CITY OF, TIGARb PERMIT NO. J,�Sil'E 4pItW °''` �• DATL� , nl rn .6 � 9 ` &81976 ,/11 e e h ~ 8191 !1�77 CONSTRUCON PRICING SET - 1 AUGUST 1988 SET NO. LeBUILDING SHELL DOCUMENTS - BUILDING PERMIT ilk – '�r ".,� � '-NYC ,.,t!�'V59':."�4�•�"d::1 ....•, '^�l+ � . ";9;�"','�0.....�W ��N4V'9rntlr'� � ... _ __ _...._. _. ,�..iO�i �il���/ � —�■ •,p�YY� _ _ i may' y-9M I I I I I I I I VIII I III ' , �IIII I 4IIIIII�IIII I LII lilI llll1�ll'llll�liI iSl EIIlI i�—lloll�slll_l�lllQl iI,I IIIIIII III IZI—lIlIlhI 1l 111111 Ji I—II IIII1aIIIIIIIII I$IILI I�III�II I IIIIIlI ll�rl,�'I�IIlI,lLIl 1IIIII I IIIII II IiII�VIIIIII II�IIIIIt�I�I l lllll�ll� IIIIi t iIt� �I_I 6NDTE: IF THIS MICROFILMD DRAWING LESS CLEAR THAN THIS NOTICE !7 IS DUE TO THE QUALITY OF THE ORICINAI . 47"" 11111111111 IIIIII I III I III�I�ll III I III I III�I�I r . _ JUNE ) 1990 "301K ..,...- :1.4.�.� rw.w..+..w�.+es.��.. •.wry rr. .....• .._ ...�.. .I,p��',f,-':. 1�.•e,..��i4'-:4wriY1'V�M�" YYM� Y. .... ... • ri ` Ai B � ?C- V, 275'- 0" BAYS ® 25'-0" = 225,_109CQ09E') Ln m m 20 FREIGHT ELEVTOR ID SPACE I I NOTE: SEE INTERIOR IMPROVEMENT Ln PACKAGE FOR ADJACENT DOORS N AND ROOMS (10 Q �\ H H H N H H N I I O I ./. 4 4 H H H H H H H H H H O NO. DATE PURPOSE I O REVISIONS --- — - -- - 74�-$ --- --- —- �4 - I I I Operations - -- M H H M Center for : VOID I N SPACE ELEVATOR I Key Pacific � S R i I V) Services Corp . Tigard, Oregon Developer: � .�._ , , , •, , , •, , , . , •, , •, , , . , •• , •" . . , •, , •• . , , , •, . , •, . •, , , • , , •, , , •, , . • . , •, , , • , , , , •• , •, . . -- ---- -- -_ __ —. — — — -- — — 4_ a— -- Westwood Corporation -A4 . 3030 S.W. Moody Avenue NOTE. SEE INTERIOR IMPROVEMENT Portland, Oregon 97201 503/222-2000 PACKAGE FOR ADJACENT DOORS AND ROOMS RECESSED FLOOR SLAB ' • , 00 Architect: H N IN H H H H - MO ckenzie/Salto do Assoclates P.C. `t 0690 S.W. Bancroft Street Portland, Ore on 97201 g 503/224-9570 Structural Engineer: - IIf Mackenzie Engineering Inc. F , " 0690 S.W. Bancroft Street Portland, Oregon 97201 - ( 503/224-9560 10 1 1 �' Ln Mech/Plumb Elec Engineer: f N.A. Williams Associates Consulting Engineers 980 West Henderson Road Columbus, Ohlo 43220 614/451-•1711 — J NOTE: SEE INTERIOR IMPROVEMENT PACKAGE FOR ADJACENT DOORS I Landscape Architect: ' Murase Associates 1300 N.W. Northrup Portland, Oregon97209 I 503/242-1477 I I `� 1 d r C�✓r 141C T, . �► - - - - - - - - - - - - - - - - - - - --- - --- - -- -- - - - - -... - - - -- - - - - - - -I - - - - - - - -- - - - - - - - .— — ._ - - — — - -- -- - - - - -I �POfrTtANQ.UHf 60N.� I I U FIRST FLOUR ��A4J I PLAN � I bl-6,WN BY: DATE: CHECKED B' : JOB NUMBER: ^� P288301 _ FIRST FLOOR PLAN 11 1968,'41 .'"(r •0.SSOQATES.P C. I011e,AL I. RI(YfTt RE3ERVfD Al 39,375 S Q.F T. 1T,µH[L7S(F1gGR[A�WINOS ME NE M bIR RTV( _ A)AW ME NOT TO eE VSD�O}I REPO 4 PRIOR WRfMN MRDUMD IN AW �UM"OF 4/%A ��I R,LYMPI W1rH TW O .,.,. , r,;.. rl _ oe�oa.■. p .�._:, �:� �, w . �R.fBUILDING SHEL LL OCUMENTS - BUILDING PERMIT/CONSTRUCTION PRICING SET -� 1 AUGUST 1988 III III III III III III III I I III SII III+I I III III III III III III III I I III IIII!II I I III III III I I III III III I I it I I III III III III IIJII I III III IIIIIII III III t i i i i i i i i � i i � �. En� i � lblIi � ,l it E THIS MICROFILMED4� I -- l— — I _�_— _� — -------- 1 L�..._� _ • + NOTE: -- — pRAMIf♦G IS LESS CLEAR THAN THIS MOT'1. IT IS DUE TO _ _ _ 4- L= THE QUALITY Or THE ORIGINAL DRAWING. tn L L L E L I L L I L i t � 8l L 1 �111111m l I iIIIIIII IIIIIIIII Illllllil lllllllll IIIIIIIII illlllfli IIIIIIIII IIIIIIIII IIIIIIIII 11111111 Illllilll Illlhlllllll,�llll Jim,,mlul Imlllll IIIIIIIII Illllllll ililllll lllllllll illllllll lllllllll�llll�llll Illi 111111 IIIIIIIIIII IIIIIIIGIf�If 1111 II►1111111 J Y JUNEt 1990 . 30X .we1�N•_ y�'�''=-.-.: ��.. WEIR E F G H J L K L f�m J - -- ------ . - - -- - --- -- _ 275'— 0" 225'-0" 25'— 0" 25'— 0" I 0 1IIh i I FREIGHT ELEVATOR CD N i ---- - -- ------- - - 124--8,f --- -- NOTE! SEE INTERIOR IMPROVEMENT PACKAGE FOR ADJACENT DOORS AND ROOMS OPENING IN FLOOR FOR , MECH SHAFT 14 'N 41 RECESSED- FL,.O,OP SLAB NO DATE PURPQSE 4 REVISIONS A i o �- - - - - _ - - - - - -- Operations �- - Center for I �ELEVAT4R ! J Pacific I i N Services �.-1 orp . 11T1 w ,7 — !tI Tigard, Oregon Developer: O-P E*Mf G--I N-F-I_6 0� FGR-- - . f MECH. SHAFT CN Westwood Corporation \A� A a 3030 S.W. Moody Avenue J En Portland Oregon 97201 J >- 503/222-2000 NOTE: SEE INTERIOR IMPROVEMENT a DOCUMENTS FOR MECH. m i� SHAFT AND ADJACENT WALLS / — Architect: 44'1 . t+' M H �; N — Mackenzie/Saito dI Associates P.C. —� 5030'24. Bancroft Street • • I I I I I Portland Oregon 97201 - -- • •�' • �, ' , ' , ' . ' • �, ' , ' , ' . ' , ' , ' , ' , ' . ' , " , ' . ' , ' , ' . ' , ' , ' , ' , ' , ' , ' , ' , ' , ' , ' zt 503/224-9570 Structural Engineer: -- - I , ' • . , ' o Mackenzie Engineering Inc. - 0690 S.W. Bancroft Street Portland Oregon 97201 1 w 503/2.24-9560 -- Mech/Plumb/Elec Engineer: , H H.A. Williams Associates t _ i,_•.,. .�,_ �, ..., ..:, :� �-•— y• — - G Engineers or - _ - - - - - - - - - - - - -M - - - - - -- _ - - - -- -- - - -- - - - - - - - - - -- -- - -- -- - - - - - -- - -_ - - -- i ` p 980 West !lenderson Road 1 Columbus, Ohio 43220 614/451 -1711 1 83•,:x,,, '-0" _ _----�9'-81� 4,f z i ° Landscape Architect: Murase Associates I 1300 N.W. Northrup Portland Oregon 97209 `r 503/242-1477 N - tit_-- PrkrtA 10 OREGON,Aft SEE INTERIOR IMPROVEMENT - I ( DOCUMENTS FOR VESTIBULE tn SECOND FLOOR N �-� � - ���� � ► P LA �J 0 DRAWN BY. DAT{ LINE F PANEL ABOVE 100'_01, —___-,-- MGV / WSB 1 AUGUSI, 1988 65 -0 ' 1 10'0' SECOND FLOOR PLAN CHECKED BY: JOB NUMBER: RHP ,�J P288301 WACVFN p 47,875 S Q.F T. 1 /811= it- 0 HE r)RAW z.M ARE s ICSOaAT Y P.C. A 2 loss,ALL RO(M Rf SERJED TNESE. C)RAYY1N05 ARE n4E r+RpPERT't(W ElAtltF.N.IE STV i &K USED OR PC REC�'ROS Y1412R E%t ll V114 tHE MIm'MttE1f.N hEI1L'-}IjIpH OE Y:9A a F 10 BUILDING SH �'UMENTS -- BUILDING PERM?'/CONSTRUCTION PRICING SET 1 AUGUST 1988 _ __- ... y NOTE: IF THIS MICROFILMED I 1 `" DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QuALITV OF THE ORIGINAL 1ti S L LL �t 4L 7 L Z IS L I gl�R,t['�-- l [ t!� I I I t (�1. i8 I 1B IL �9 9 tf L I r I I I _ Ll DRAWL . viii u�illiii ii►il�iii iiiilui� ����lii�i iiiiliiitiiiil11 ,1,11111 tijillIII i►r�ll�i�t, ,I , iii�lii�►I►i�iliiiiliiiiliii►I�iiil►�ii�ii�iliiiilii�ili�li iliiliii►►i►ilii►►iiulii�i►iiiliui �.�iriiu13OX JUNE , 19 90 , .-..�c. a ' . ,,..— l6MRAyL'IArVY. 'I�YiL .....,..rw,.r, ..-.-w...w...r.y . �-.,. ,..i-:_�..u+... -........ .- -.t.-'1i.1�• ...r„ f •.:.:d� .- }!.,V.-.M 'j?. :e-fw.;" ':a .....__-_....: ., :.; !_:...yWMF,.rw.w. u...vw........ ......�-c..nr+�•/�,Yi+•w.___—"- .._.,..w .. q W pV. i. ?: I - - --- - - - - -- _ _. - i --- I J A Transverse Sectior. az 1 /8" 1 '_0„ NO DATE PURP7SE REVISIONS Operations Center for . y Key Pacific - -, I I -, Services Corp . r =_,J2 z �� Tigard, (Aragon - Do v a 12111r. l Westwood Corporation \ 3030 S.W. Moody Avenue Portland Oregon 972010 503/222-2000 4 Architect: a� A � Mackenzie/Salto & Associates P.C. 0690 S.W. Bancroft Street Portland, Oregon 97201 503;224-9570 Structural Engineer Mackenzie Engineering Inc. - Lonitudinal Section KEYNOTES 0690 S.W. Bcncroft Street __. Portland, Oregon 972.01 503/224-9560 1 . ROOF SYSTEM - SEE ROOF FRAMING ''LAN 2. FLOOR SYSTEM - SEE FLOOR. FRAMING PLAN Mach Plumb/Elec Ennnlneer: 3. "AL" SERIES DECKS WITH 5 ' CONC. SLAB 4. "B" SERIES DECK '4ITH 4 ' CONC. SLAB H.A. Williams Associates 5. 5" CONC. SLAB WITH WWM - SEE FOUNDATION PLAN Consulting Engineers 6 . 2'' SAND OVER VAPOR BARRIER OVER 3" SAND OVER 6" COMPACTED CRUSHED ROCK BASE ON FIRM 980 West Henderson Road NATURAL SOIL OR ENGINEERED FILL Columbus,1Ohio 43220 7. FINISH GRADE 71 1 Landscape Architect: Murase Associates 1300 N.W. Northrup Portland Oreggon 97209 503/2421477 BUILDING SEc'nONS I Dr1AWN BY [LATE E� 1 AUG. 88 CHECKED B'r JOB r,UMBE R: -'l'' P288301 r.oa►mr,'wro • ASSOMmt c +w,KL ROM RINERWo A 4 120.16, K a [IIIl1�pN or r O F 10 ► QUIT Ir IR.if INr, CFT 1 AI Ir11CT 1 ORA ' � w IIIII1111111111 � IIIIIII �IIIIIIIIIIIIIIIIliII11111111111111111111111111111111111Jllllllllllllllllll NOTE: IF THIS MICROFILMED L�..-I— 1 ----I_� 1 --;,L --� � I I • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S Diff TO THE QUALITY OF THE ORIGINAI. Z $ Z Z Z 4t Z Z t iL d 8t t Lt I t41- I ITt I 8 11d L -19I9 ►DRAWING. .i;l,��► �ml�����i�il�iii i�iili�ii iiiiliiiiliiiiliiiiliiiiiiiii � 3OX 4 14 JUNE 91990 A .. ..u, ..w.rir._.Y --..,�,:,w•+nww•.�...._-.,.,_ ...,.....•..,... .r._..•w..n.www.._-_r...w...—....�.w.r.�.. � M Y I i r KEYNOTES 0 ' - 1. CAF `r'LA3HING 2. 2 x P.T. TOP PLATE WITH 1/2" DIA. A.B. c O.C. 3. FLASHING PA COUNTER FLASHING 4. 4 FIBER CANT 5. BUILT-UP ROOF 6. 5/6" PLYWOOD ROOF SHEATHING - SEE ROOF FRAMING PLAN FOR NAILING S:HEDULE I I 7. TYP. ROOF FRAMING - SEE RC)F FRAMING FLAN 8. HANGER - SEE ROOF FRAMING PLAN 9. LEDGER - SEE ROOF FRAMING PLAN 10. 4" CONCRETE TOPPING SLAB WITH 6 x 6 W1 . 4 x W1.4 WWM 11 . METAL FLOOR DECK - SEE SECOND FLOOR FRAMING PLAN 524g1 12. STEEL .IOIST - SEE FLOOR FRAMING PLAN l TOP/ HAkANE-f - (� 13. STEEL ANGLE - SEE FL013R FRAMING PLAN I G [ � I `r 14 . TYP. CONCRETE TILT-UP WALL PANELS - SEE ' 111 PANE[. ELEVATIONS FOR PANEL THICKNESS & 7 • ' - REINFORCING 15. SOLAREDGE INSULA@INGaDLAZINOF LL OPENINGS 17 . DARK BRONZE ALUMINUM WINDOW SYSTEM 18. CONCRETE REVEALS - PAINTED BUILDING BASE COLOR --- I 2'- O.C. 19. 04 DOWELS @ SI OR 3/4" DIA. EXPANSION ANCHOR WITH ::1 -0" BOLT 7 -- - = 20. 5XTCONC NSLAB ON GRADE WITS 04 @ 2' -6" O.C. EA. WAY � = 35 , 21 . 2" SAND LAYER ABOVE & BELOW VAPOR BARRIER 7 l I 22. 6-3/4" MINUS COMPACTED CRUSHED ROCK BASE 4 I g 23. COMPACTED FILL - - I 24. FOOTING KEYWAY - SET PANEL & FILL 'dITH \ - NON-SHRINK GROUT " KE✓E4a. 25. FOOTING - SEE FOUNDATION PLAN & FOOTING I SCHEDULE FOR SIZE & REINFORCING, 26 FIN OILTNRADE GGDOOR HOUSING & TRACK F �F R� \ � i I I 28. 1/6" THICK BENT PLATE WITH 1/4" DIA. x 6" N WELD STUDS @ 2' -0" O.C. . AND 6" MAX FROM - ---- -- - --- - - -- -- -- +-i - - -- -- TOr/ oPE1J1 t (3 = EA. END 29, ANGLE 3 x 3 x 1/4 W I1FR x WELD STUDS @ 1-t)"-0" 0.i;. AND 6" MA MAX FROM EA. END 30 , BEND PANEL VERTICAL BARS 2' -6" INTO SLAB I I h 31. WIDE FLANGE COLUMN l 3I 33, FOUNDATION DRAIN WITH FREE DRAINING ROCK 32. CONTINUOUS WATER STOP FILL I I 34. ROOF STRA?PING - SEE ROOF FRAMING PLAN 35. COLUMN CAP - SEE DETAI1, 31 - 36. LINE OF FUTURE SUSPENDED CEILING I 1 ' - 31 v -� 37 . ASPHALTIC CONCRETE PAVING i 1 38. ,a 0" O.C. VERT. WITH o55 lal' -4" O.C. x5 -- _- I HORIZ. 39 . 06@ 1' -3" O.C. VFR'T. WITH A5 Cl' l' -4 * O.0 HORIZ. TDHOOKALTER � _ -------- -- --- - 40, 06 @ 1' -3" O.C. WITH S . . NATE ` WITH FULL HEIGHT BARS TO OBTAIN 06 @ 7-1/2" - i ' i �T'TOM/ OPENItvG I O.C. - , � -- 41 . st4 @ 1' -6" O.C. EA. WAS' i 42. 06 @ 1' -0­ cO.C. I 43. 04 @ 1' -0" O.C. 44. TRUSS GIRDER 5WA"TEF.PROOF MEMBRANE WITH PROTECTION BOARD q , 45. FILTER FABRIC AS RsCOMMENDED IN SOILS REPORT 1 I I FF N -4 47. OPEN GRADED CRUSHED ROCK AS RECOMMENDED IN I I I ) I II0 ` VSA SOILS REPORT 48. EXTEND VAPOR BARRIER UNDER BASE PLATE, Solo _- G APPLY MASTIC AROUND BOLTS. FILL ARTA - SECOND FIPUSI-► BETWEEN VAPOR HARRIER & SLAB WITH COMPACTED OSP• SAND 7..��- i-I_OOR oAND NO DATE PURPOSE 1 REVISIONS Operations I 44 y4 ,z - Center f o r . r I � �E Key Pacific Services Corp . _ _t Tigard. Oregon `� �5 I .I. TOP oPEtvl^� Westwood CorporcHon 3030 S.W. Moody A.. 'nus � i I Portland, Oregon 97 ' 503/222-2000 5 Ems._ 'I 1I 1 �J Architect: - I Mackenzie/Salto & Associates P.C. ' 0690 S.W. Bancroft Street - ,)" =0 17 Portland, Oregon 97201 503/224-9570 PA41F L _Structural Engineer: i ----- -- I > � _ �o��/�►r1G Mackenzie Engineering IMC. -- I 0690 S.W. Bancroft Street / `` L�� i •I• 503/224-9560 n 97201 / �jLOPINi.� I 19 -. Q Msch/Plumb/Elec Engineer: 29 20 3ti '212.2 - Consulting Engineers - � iZE.v�AI.. � H.A. Williams Associates 2gl.o - ----- - - -- Road Columbus, West - - ColOuColumbus, Ohloeraon 43220 o � 614/451 -1711 Lan ��, Architects III I,; � �! �l Landscape _ LI I Lo _9 Mur•ave Associates y I - /\ I I�I 1 1301) N W. Northrup a\ �- r7 ' LI illlll I II��I! I11� -- �. - �� 22 / d Oregon 97209 I , s g MIN, (Ly_ - 503/242�r 1 477 MIN, (-LR W • 2 all Sections 3 Wall Sections _ _ 01 )7 Mons � _Wall Sec 1�2":1' o" �-- E A 5 1/20:1'-0" A 5 1 _ r-,%rsr - r 0,2k �pTINCa - U • r • •-,p , _- WALL SECTIONS 4 Wall Sections {,5� MIN,C,Lr K, ;�kaWr� H. ,ATE 1 AUG. 88 CHECKED BY. JQ6 NUMBI R -5 Wall Sections , P288301 _ W;10" 10 OF • _ PERMIT/CONSTRUCTION PRICING SET - 1 AUGUST 1988 BUILDING SHELL DOCUMENTS BUILDING PERIOA `� III III III III III III III I I III III III I I III III III III III III III I I ill Ill III I I III 1�1 111 , i III III III I , ,lI 1 lip I ,�I 11I ipp II,�, NOTE: IF THIS MICROFILMED I 11 I I I I I I• `` ! I.� "1�1�' ���� IbL �__ ___I__-__�-__J1 1 JJ pRAMIPG 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL c �Z L L Z Z �Z Z Z TL L i 1 Ll t 1 +l i e 9 L 9ji, ERAMING. �111-III IMM I II!11!I!! !!!I!I!! JUNE �� f. J990 ..--..�,'�r- ,p.n VRI 1.,w .:.4x: 1.' '. ..... .K-JI- -,.� � ,.. ' A.Ar�__•.. ..-._ _ .....- �_�_.- 1 J' �.• M t' l 2 KEYNOTES - �Pi•�.�.�'_' 1. CAP FLASHING --� 1 .I, "' • • 2. 2 x F.T. TOP PLATE WITH 1/'.:" DIA. A. B. W oQ} 6' _0" I).C. 3. FLASHING & COUNTER FLASHING - { t 4. 4 FIBER CANP I ,' S /0 5. BUILT-UP ROOF 6. 5/8" PLYWOOD ROOF SHEATHING - SEE ROOF l > FRAMING PLAN FOR NAILING SCHEDULE ? TYP ROOF FRAMING - SEE ROOF FRAM IN ' PLAN 8. HANGER - SEE ROOF FRAMING PLAN Gig 9. LEDGER - SEE ROOF FR MING ELAN �1 10. 4" CONCRETE TOPPING SLAB WITH 6 x 611 x W1 . 4 WWM 11. METAL FLOOR DECK - SEE SECOND FLOUR FRAMING PLAN 12, STEEL JOIST - SEE FLOOR FRAMIMG PLAN J13. STEEL ANGLE - SEE FLOOR AN 14. TYP. CONCRETE TILT-UP WALL AMING L PANELS - SEE I I PANEL ELEVATIONS FOR PANEL THICKNESS & REINFORCING 15.2� 16. SOEHEAD SOLAR INSULATING GLAZING L OPENINGS LAZINOF , � 17. DARK BRONZE ALUMINUM WINDOW SYSTEM 18. CONCRETE REVEALS - PAINTED BUILDING BASE _ N COLOR i ,L1 1JUL 1uuL1 19. 04 DOWELS @ 2' -0" 0.C. OR - - - 3/4" DIA. EXPANSION ANCHOR WITH 2' _0" BOLT (� EXTENSION 20. 5" CONC. SLAB ON GRADE WITH ;$4 @ 2' -8" O.C. 0 �2EA. WAY 21. 2 ' SAND LAYER ABOVE & BELOW VAPOR BARRIER p 22. 6 3/4" MINUS COMPACTED CRUSHED ROCK BASE 23. COMPACTED FILL 24. FOOTING KEYWAY - SET PANEL & FILL WITH NON-SHRINK GROUT 25. FOOTING - :SEE FOUNDATION PLAN & FOOTING SCHEDULE FOR SIZE & REINFORCING i - 26. FINISH GRADE 27. FUTURE CEILING _ 28. 2" SAND :9 I 36.( 1 )COLUMN #5 'POP & BGTToM I 31. u5 x 3' -0" WIPEi 11 -6" PROJECTION INTO EACH SLAB - - - 32. SUSPENDED LINEAR METAL CEILING 33. 3 1/2'' METAL STUD @ 4' -0" O.C. 34. STOREFRONT 35. 5/8" GYP. BD, N I op F.F Y .r.. . ) � 'Il N01 DATE PURPOSE I REVISIONS I 24 _ -- Operations ' I Center f or . { 13Key Pacific 1 N I Services Corp . G le.-3 SEE FfL1. 4GN612 goat CZE -_ ,o I I y (2p Tigard, Oregon i N Developer: �+ Westwood Corporation Wall Sections 2 Wall Sections i 3030 S.W. Moody Avenue Portland, Oregon 97201 � � � 1/2":1'-0" /.>\6 112":1'-0" �� I II 503/222-2000 A6 Li) -- it Architect: � 1) q Mackenzle/Salto dt: Associates P.C. .3 yy 0690 S.W. Bancroft Street Portland, Oregon 97201 N 503/224-9570 Fr."l - _ Structural Engineer: ��- - -- -- Z8 Mackenzie Lnginsering Inc. R,1! �+4 0690 S.W. Bancroft Street Portland, Oregon 97201 503/224-9560 22 Mach/Plumb/Elec Engineer: o Ii II ' II II H.A. Williams Associates II ;i Consulting Engineers 990 West 11 Henderson Collumbus, Ohio43220oad I Ij i 614 /451 -1711 i II II III Landscape Architect: II II II I' Murass Associates III 1300 N.W. Northrup II it Portland, Oreggon 97209 (Ztoi II I °.03/242x-1477 o ? I II II 24 / 25 16&t F?a, '"ASPW 9 F'rl2 •SIZQ ?A6 Wall Sections WALL SECTIONS 1/2":V-0" 1 AUG. 8a i �1�v2 �.1hUZ DRAWN BY- DATE , � CHECKED BY )N ^1' MBF u P288301 9 KWI N ' ari10 1 i I - F�111L DING PE l CT PRICING SE.�T �- AUGUST 1988 _ ... ., � tl.�l: i5.". .. f -J,: +�+.rr+,w,M�MF..►�idt.Yw. .,BI.�.., •iaMrNYrrw �. III Ill Ill Ill Ill Ill llI I lull 111 Ill t l ill Ili til tli tit iii Ill 1 1 111 tli 1�i t t l! Ill 111 l ljlll 111 111 l l t t t t til 1161 lJi`l !fil.tll Ll`lit!IIII( 1jl 111 lit tllI( t '. NOTE: 1 F TH IS M ICROF I LMED I I --- I_,.I I �l_ I I I I I_I-=1..�_... I I I I1-I � � I I.-� 1 I I 1 OI I - 1� I I �J DRANIW IS LESS CLEAR THAN 1H L---'_ 30x THIS IN 11 IS DUE m _ - - -1- ' THE QUALITY OF THE ORIGINAI g L L LL L 4S Z Z Z T111911 EI I1I �8Bf � LlDRAMING. IIIIIIII►I►1IIII IIIIIIIIIIIIIIIIIIIIIIII Il, 111111111111 ll�� ,l IIIIulllu ll►111IIIlllill lll i!II� 1990 JUNE �,.,rA�F..•...... ,,,.,...,....",,...- ..-- _.-. ....... E G.5 A4 A6 / A6 A5 A 11 � M 12 BEYOND N TOP PARA_PET 7 + -- -- --- ----- -----------------i ---- - -- -- _ ----- --- - — --- --- ------- ------ -- - -- ------------- ------ - ----- - - -------- - ---------= T PARAPET ---------•--------------- - o 7— - 3 - - --'��i 'ado 10 N, BOT/SPANDREL �- 14 3. 1 o r 6 — 14 8 -------� [_ ----- [--------3 [------ -� [--------� [--------I ---- [_-- --_ 5 rYP. ------ 5 rYP. EAST ELEVATION i 3 3 11 ? 2 1 ,A4 A6 — = 12 A5 - ---- — /� SIM. SIM. �_ -- _ -- - 13 _ NO DOTE PURPOSE N T/PARAPET e 10 10 - -- - --- ------- -- — 3 - - - -- _ Keynotes _ --• --------� - - - - is - kEVISIONS I . DARK BRONZE ANDD. STOREFRONT 3 I - 2. SOLAR GRAY WINDOWGLAZING TEM Operations i Center for : 7i - - Iw 3. CONCRETE REVEAL - SEE WALT_ SECTIONS - Key Pacific - _ _ - -_ _ - —_ c 4. L PACK LIGHT FIXTURE - COORDINATE _ M I WITH ELECTRICAL ervlceS Corp . 8 I 1 FL = M 5. FOOTING (SEE SDI FOR SIZE) r 10 Tigard, Oregon --- --- II 3. 14 I o [------ -- �- I -- -- --- --- - ,o in 1 - -�;------------------------ I I _. - ---- --- -- ^ 6. LINE OF ROOF SLOPE Develope r: ----------------------- 2 o 2 1 I b sol 7. CAP FLASHING Westwood Corporation II I 3030 S.W. Moody Avenue I _ N _ Port 22i- d, Oregon 97201 -- -- - - — �_ 3. FINISH GRADE - ALSO REFERENCE. / 22-2000 II SITE GRADING PLAN -------- Architect: ----------------I ----------------� - - - - - - - __-- - - FL 1 M L (a 9. ,N 0 T USED 3• 148 vARjF� � 10, PANEL JOINT Mackenzie/Salto do Associates P.C. 0690 S.W. Bancroft Street _ '---- ---------- 1 1 . STAIR PENTHOUSE Portland, Oregon 97201 r ----_- -, 503/224-9570 I I I I �__ ---� --------- 503/224-9570 12. METAL SIDING 5 Structural Engineer: NORTH ELEVATION rYP. 13. SCUPPEk AND DOWNSPOUT Mackenzie Engineering Inc. - 9 9 0690 S.W. Bancroft Street 14. LINE OF FINISH FLOOR Portland, Oragon 97201 503/224-9550 Mech/Plumb/Elec Engineer: H.A. Williams Associates Consulting Engineers 980 West Handersc.n Road Columbus, Ohlo 43220 614/451 -1711 Landscape Architect: Murass Associates 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 . . ra Ti.SAI TCJ POR!'ANO,ORf1ZON M -OF 00 EAST & NORTH BUILDING ELEVATIONS DRAWN BY: DATE MG' / WSB 1 AUGUST, 1988 CHECKED BY: JOB NUMBER: RHP/6 4- P288301 • 6WKCNa,F/jVM k AMCIAMLS.P.C. 1"A. 111_ RIUKM RESVW.1 rAM MA AR[ 11R P{��OPERi� /IFA7 Cr A1[1E/`J'YNOl1p TU C oC Y y TmN'��Yrm I OF _ 10 BUILDING SMELL CUMENTS BUILDING PERM11T/C0N G SET - 1 mr�rrrlrre - 9 A R UCTION PRICIN ..��. " �U�T 1 .. ; I r r• __...� --- .�-��.�+raw�..•..,,—, ulgiy.w.�. aw,rrr...�.."�+ey�rws.��..«r.....-........ 111 III III 111 111 111 Ill I III III III �I Ili III Ill 111 111 III III 1 I III III III I III I I III III III Ill I I I I I ��� I ��� ISI I I Ill III 111 Ill ��� III 11111 I , ar<.. t I I I I I I I I I - NOTE: IF TH IS M ICROF I LMED I 1 I I I 4 I 14 F111L, DRAMINf IS LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINALDRAMING. !1111111 IIIIIIIIIIIII illllllll ZIIIIIII IIIIIIIIIIIIIIIiIlllll IIIIIIIII IIIIIIIII,IIIIIIIC�`I'I�IJ,II Ilillllll lilllllll il1IhIH `II�11��t111II�IIIIIIIIIIIIIIIIIIIII 1111111'IIIIIIIIIIIIII!iIIIIIIIIIIIIIiI 91111111 IIIIIIIII IIIIIIIiI IIIIIIIiI IIIIIiIiI IIIIII;iII a � JUNE . X1990 - .30 -------'m...::O, .A7"=m6A&-. i \ M\ lL K 19 10 A 10 . I a T/PARAPET --------- --- - ---------------- - -- --------- -- - 106 D16 eo - b .o --- — _ ----- - - - - - - - - - - - - - 71 { M 17 0 �L iI - in w -- _ —. — — ------ — — -- - — ---- r'. _-- _ I - --- -- -- _ - -= _- - - 3 - oL=41 - 12 -------- --- - T/FIRST W FLR o --------------- ----- ------- 0........... 0 ------- - --- Fx —.--.. oairss----..- w..L... ------ ----------- I I I-___-_"___----_-1 I -_"_ I r.. I I 1 •..________J _____--.---..___.__J r_---------------' I ----•---_--..._• I 8 I { TYP. ! I ' 1 I WEST ELEVATION i I _ I 8 �\ 9 NO DATE PURPOSE { 1 10 19 Key: Ilotes: REVISIONS DARK BRONZE ANDD. STOREFRONT TOEZPARAPET N f_ AND OR WINDOW SYSTEM Operations y N PARAPET -------- - ----- -- -- 2. SOLAR GRAY GLAZING Center for : -------------- �_= ----------------------- ------ -- -- ------------ CONCRETE VE -SEE WALL SECTIONS ---- -- --- ------------ --- --- -- -------- -- -------------------- 3. C REVEAL_ S _ SECTIONS ---------- --------- - � ► � f e y Pacific — 2 1 � I I 116 1 3 3 16 _N� - 4. MECHANICAL LOUVER - -- - � o Services Corp . 00 - - -- � o N 5. 8' 0"x10'0" COILING DOOR Ttgard, Oregon 10 5. 10'-0"x12'- 0 COILING DOOR p Develo er: WALL-PACK LIGHT FIXTURE Westwood Corporation _ -- 7 - - - - - _- - _-- 7 `o 0 3030 S.W. Moody Avenue - — - — COORDINATE WITH ELECTRICAL DRAWINGS Ni o T SEC. + — — _ — -------- Portland, Oregon 97201 ! LR. �� — -- ---------1 503/222-2000 o I� Ff - _ 8. FOOTING (SEE SDI FOR SIZE) -- — - - - - --- sEc�N Architect: I r 4 - 4 _ 15 FINISH• FLOUR `O -}--- - -- , — 9. PARAPET BEYOND IN MackenzIs/Salto �C Associates P.C. b - -g � � I 10. PARA.PET CAP FLASH G o - 3 \ I 12 I Portiand, Oregon 97201 17� 11 . SEC.JRITY WINDOW 0690 S.W. Bancrott Street C, 503/224-9570 -- - _ = \ / 12 — ---; 12. FINISH GRADE - ALSO REFERENCE SITE _ -- o Structural Engineer: - _ - - GRADING PLAN T/FIRST _ ------------ __ __1 =------------- -- !- _ �_ __.----_------- ___ _-_ ----- -----_ - ---- - 13. PERS �! Ine ring Inc. R. :-------- ----� -__.._-�---`------- -._._. j=-----------------I ._._ � 1— DOCK BUM ---------, I � I I � --- _ __. Mackenzie Eng e •------ -- -------------1 L------------ 15 `------------ 14. DOOR ARMOR Portland,d,N Oregon 9 Street Oregon 97201 io 503/224-9560 8 15. LINE OF RECESSED FLOOR SLAB TYP Mech Plumb/Fisc Engineer: 16. PANEL JOINT H.A. Williams Associates 17. LINE OF FINISH FLOOR Consulting Engineers SOUTH ELEVATION 980 West Henderson Road Columbus, Ohio 43220 18. RETAINING WALL AND GUARDRAIL 614./451-1711 19. STAIR PENTHOUSE Landscape Architec Murase Associates 20. METAL SIDING 1300 N.W. Northrup Portland. Oreggon 97209 21. LINE OF ROOF SLOPE 503/242-1 4'?7 •,,fr OF t WEST & SOUTH BUILDING ELEVATIONS i d 1 DRAWN r3) — PATL MGV / WSB 1 AUGUST, 1988 CHECKED BY: JOR r1i WH17p: RHP 'Gau P288301 UACkFNZM,-ArTO !ASWOAT£9?.C. tpM,Al; RIOTTS RE9ER4ED TMESE DPAWO 09 ARE nt PROPERTY OF As pAy)UK]AQfID�'�1INAWM 11 QO'Wa KEp�O1tP�R1EPRO Or M, A OF BUILDING SHELL DOCUMENTS BUILDING PERMIT/CONSTRUCTION PRICING SET - 1 AUGUST 1888 jF I I I I I ISI ��� III III I I III Ill Ill I III III III III III III Ill I I'III III III I I Ilf Ill �!� �!� III ��� �l I I IJI Ill u II I_I_I_III IIIII III Ill II NOTE: IF THIS MICROFILMED � DRAM IPG 15 IESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF llf OR(GINAt r FrRAMINa. �!!�i!!lhii�illlhi�i iliili►i�i!�!{�!i!ilIIIIIIi iliillii iillll!!lilll!!I! lillll��i iillh+!!i!�!I!Illi`rIII!!!!�I` i i!I!!llli�l;Ill!!II il!llil `lll�lll iml�ll,!i!!1lli'li I lIII l�i!!II!!!!!illliil!!i!►!!!!!1lillllllIlliIlli!IIIIIII w�i!!I!!il�imlim�miliiiAiwiCli! y JUNE `�­ , 1990 .F­ ..r.Y..YY.. :i �i. I ' F > -2 2 , ov E R (��At� b • q' ql-o" Cl Fay. - II, II:I ,' — — I r, ✓J 1,A TIO NJ IZ --- -- — ' C IiAS�H IN(q <R,-t--i 2 x T v�� C6' I -4 sic ► t � n _ W/ 6/a �Y P. By LC IN T 1 PL.YI•�iooD @ Ex-rERIaK i►4sj6..6,-rlonJ r l - —Perak U/GIBE St�GINGI -CL.A<�,I mac;, <,E� Ir1 I�IAi,'rG i ���S+�INIa C!•EYatrr� ut'- / / � � �rL_-1 __ � =C�,_ _ _— =�1-- 4, IlIN. f�1EN,w.; 1, p,tiL - / d �. e. �.a N•. — - — - �- -- — — — � -- — / / ,I �T— ��1 L L• LAI•''. ° "i. /o �/4 . q -�R..e-ld STAIR 1 ROOF LEVEL PLAN -7 J� _, 1 14 � , . - �_v cry .E F / I L 3 - I -- 'r - — ---I o r✓L.R• 'I � , I-� � I � !'aF{T ]! . — I - - - - - - - - -- - -- I T Ir I I I \ =a ��P. gp. Ea• 510E I — AUL I I _ , 7 7q VLT I I � --- �-.LJ�j�'�IL7EG �►GoJ��TIC.Id•l. �.� '� Ty I-, GEI�II�y - PaFT of T. I. / �>� — - Po•G KaE �-IURPOSE I , 2 STAIR # 1 SECOND FLOOR PLAN REVISIONS f / i U M / �,A 12EI G - - A-7 Ar-NICE h1LA6. I^J�Il/f't STp1 4 TSF �' p a.�i. F ✓JKJ# l9k v -'� t. Operations \ � � � I � G�f�'RtiU f-� oh . z .�' aG. Center for : s'I �/ F 28 I GI'fP. gyp. / / / �' It. t✓��Al, g':.I;i� OH Iva." I p�'• r�PIJ� I TR I�,�Fu-RoRIN,C�� III- L --�-I---_ •� - - - . -I 11 I I r_1_��-',•'•'-''� Key Pacific ific 0" CLKef �13� - . . EAr 11 Services Co rp • � I \ * I Tigard, Oregon Developer: Z Westwood Corporation . r u AEGK' B SMP II ---------- _ - _ _ — — - _ - _ �\ UEIL,INCa q'-n" \ \ II I Q Z 77i '/ Po tla d3030 W Oregon y 97201 Avenu84897 M•�x' "_C _- _ _ \ \ \ u /L1�JDInIGr 1 _ — - +_E , `.r 503/222-2000 Architect: Mackenzle Salto do Associates P.C. \. - liltT 0690 S.W. Bancroft Street -I�-� ___ Portland, Oregon 97201 � � MS \ •,� � _ � 503/224-9570 IN,_ Structural Engineer: Mackenzie Engineering Inc. I I \ 0690 S.W. Bancroft Street Portlond, Oregon 97201 4•v v.C•. \ II I J -- - 503/224--9560 Mach/Plumb Elsc Engineer: H.A. Williams Associates II Consulting Engineers Ft.K. 980 West Henderson Road OL Columbus, Ohlo 43220 Q N - .614/451 -171 1 I of -- -- . > STAIR + 1 FIRST FLOOR PLAN w d North 1 K ISTIf Lab, I � J 71-w nr' -- -^ —1 I /- STAIR +7 - 1 SECTION STAIR # 1 PLANS lip & SECTION DRAWN 81' JOB NUMBER. P288301 CHECKED BLT 1 AUG. 88 DATE �a MAQKENZIE,/SMo t ASSOCUtFSj'C 0 MMSE DR SAO kREA•S30f.1PR E M S A 9 `NESE ORA`N'INOS ARE f1� pROP[IT'(OE A AND ARF NOt 70 BE USED CREXCEMWW��IRMMEP 11F l DUOOP 10ED NIrATEN 1rrawmSION 01 M/SA rilE `,:_- 1 BUILDING SHELL DOCUMENTS - BUILDING PERMIT/CONSTRUCTION PRICING SET 1 AUGUST 1988 .... rte"-'rl_ 1- • r - ,� M.MlRv.'M '!� 11 yi�.. •N I III{Ili 1111111 IIIIIII V VIII IIIIIII IIiI`I I IIIIIII IIIIIII IIIIIII I I I IIIIIII Illll I Ill�lll III I I III�III VIfII I I I I I MEI I I�y�lll J u I 11111111 111 III 1111111 111 I I ��� •- TE; IF THIS MICROFILMED 5 AWING ! _- --- --^---L- _�— --- - �_} �1 DRS LESS CLEAR THAN NOLL L THIS NOTICE, IT IS DUE TO 7-77711 THL QUALITY OF THE ORIGINAL - DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIQIaiiillll IiIIIIUI IIIIIIIII IiIIIIIIi 1iIIlIIII ulllllll IIII�IIIIIIJ,II IIIIIIIII IIIIIIIII iIIIIII+I lulllll imlllll IIII IIII IIIIIIIII IIIIIIIII IiIIIrII IiIIhIl1 IiIIlI1II Ii1111IIIIIlI1II IIIIIIIII IIIIIIIII 9 I1IlIIII Illlrlll ,' z JUNE 311. 990 l Tia J �I. f` 1' �Y ' G �-4If CIL R I N 14 � _ _ I ---- --_—�- - -- - _ - - - -- _ -?Z__T I 0� - J I • `l I _ ---- _ 1 ------------ - - i LL Second Floor Stair Plan #3 _ �f-- Second Floor Stair Plan +2 Jill North — Si_��i IS'-Du North I ' ------ t / I� TQC.�.JS N I I" Et.. s I I�-I I�� �- � � 25-0 'Ile I — --_ -- � = AID LI�Z:/=Lip Vv D hP�LE _ I /4 ` First Floor Stair Plan #2 1 �, �� First Floor Stair Plan +3 Ve, ° -U" /\ I(,) /SII -II-OII o�.L�iG �.:��. nl� r QE 4-ya•-V�j PURPOSE North North Z 2-A4 Pji1X-+vNL� —? MS — ��ID> REVISIONS --�--- - erations JEEP TOP TSP-�~< C-�T -.1-Lip-, 1/2 ,�-0� — �UI��.INh 3 _ Center f o r : D0 ojU"TUr'I GSA vL� vC9 - 7U QCT P+""AL-•1 Key Pacific v_J -ISM ►»-r'+ MS 4-X,4 Services Corp . �// ^1 ohrJ j 4I 4 �. 9 9 x ��..•.- � --, E_'vD 0 Lr'v vJt+._�. Tigard. Oregon -A Developer: T I II Westwood Corporatlon _`URE LEI LIN I I 3030 S.W. Doody Avenue T Portland, Oregon 97201 rU•TURE 4.11- FINI�L.I 503/222-2000 / > I I Architect: / I1 II Mackenzie/Salto do Associates P.C. / I 0690 S.W. Bancroft Street Portland, Oregon 97201 / �IJ�U�� Ll: \�J _•d0 _— '� IiR Fi /i�J�'PIJ�ciF F-f+C)� II 503/224-9570 Structural Engineer: --ro. ► /% f�,�L� II Mackenzie Engineering Inc. 4 I 28 t� 0690 S.W. Bancroft Street Portland, Oregon 97201 All 503/224 i --- - ---- \ -'7 / _ Mech/Plumb/Elec Engineer: -4 H.A. Williams Associates F-7 / /F�i/ r/ I;,-,4Z40r Consulting Engineers 4.. ��` 980 West Henderson Road Columbus,Z�- /p CO— / / /F�// 614/451 -1 71 10 43220 C�'� �,�,. � 7 �� ..p i III W (o><��, `;- QSI Landscape Architect: J4;r crelL Nc� / �/ -+ / 'F�// 1 _ — —'— ./ �F'�/ Tr FuT'�'2E- = N �� q ' _ — _ _ �.� Murase Associates :UrvL. Jam+ �*<Cps, b, F'IZ P'_�i/ g/d vYP �- O4 /Z.. F�rtl�ir�(� II - - 45(.o! 4'-O p.i✓ o._ C �v vE2 1300 N.W. Northrup y"'RP"7 e- Z C7O.C. UTU�Ef- 503/24214?7 'jjp.ti4 IN L`'lU • Portland Oregon 97209 7/ 2�, F l•.UU2 % �.P.'�10 ^C� \ u - 11 yrA R 2 t �Iv{ , � I II °0 Sxa - -- I II �z) '�4 TY� I / r. 19� G 5 x a -_ ----�' �� . cc�Nc. ��•�►1ZitVC9 \� I �. � � �� .. a'-o'' .�. �• 701.0 \ - FOUT�R� Flr�l6V►-I I I I STAIR #2 & ��8 -- r PLANS & SECTIONS - - 4. • — —�/ F�� U I I wE1�1D �Ec ,bP•a�, I'-(o' r, -U MND F_UU2 �. P ' S l�A►>3'7 NOTE F.&V. a.�r., - Olv N=0 . _ ,,.i.o. �E'',P.7rZ�NE nRAwr, B��: 1 AUG. 88 DATE.: CN[CKf f) BY: JOB NUMBER: 3 Section at Stair +2 c_- S # - - J _-� Section at Stair 3 � o'' �\ P2883C1 I d �,J� �EYON� ® view etaoeKcmP a /� 1 Q nest oeeANITM wet ne a MPC °x" nt OF 10 BUILDING SHELL DOCUMENTS - BUILDING PERMIT/CONSTRUCTION PRICING SET - 1 AUGUST 1988 111{111 IIIIIII IIIIIII VIII 11111111 111141 11111111 1111111 lllllll IIIIIII IIIIIII VIII 11111111 lllllllIlllllll VIII I VIII 1111IIIIII�II111`11J�1 1111+111 III 11111111111 III I I ` , LIIIIED - , NOTE: IF 1H IS ICAOF THAN � _._--L- - — I [ - —�--�� DRAWIN, IS LESS CLEAR THAN I 111 THIS NOTM, 1T IS DUE TODRAWING.QUALITY OF THE ORIGINAL 1C Z +, Z Z 4Z SIL L S I6 8l dl LI l 1 1 l I ITl �1 8 8 L 9 f `` F,,il0,,, wViv 1111111111111111 JUNE TJ990 = . ...... ..-_..-...•�.- .-. ..._ - , .�. ,._.: •. _.w ____.- .__ .__---- w •�.� _Sim& ___ - _. �... .-...__._ - - .....,..,_,.•,•,moi - ,e..,�..�.�+�,. .-.. FOOTING SCHEDULE _ _ TYPE LENGTH WIDTH DEPTH LONGITUDINAL - TRANSVERSE REMARKS REINFORCING R IN_� FOR_QING U 11 '-0" 11 '-10"T 2'-0 (10)#7x10'-•6" (10)#7x10'-6" ® 9'-0" 9'-0" 1 '-8" (9)6x8'-6" (9)#6x8'-6" -- OC 8'-0" 8'-0" 1 '-6" (8)#6x7'-6" (8)#6x7'- 6" V 7'_011 71 -0" 1'4" (6)#6x6,_611 (6)#6x6'-6" -- - �k 5'-6" 5'-6" 1 '-1 " (5)#5x5'--0" (5)#5x5'-0" CF)- 9'_9„ 9'-9" 1 '-9" (9)#7x9'-3" (9)#7x9,,-3„ �, ,� �, o# © 13 p 13 -0 2 4 (15)#7x12 6 (15)#7x12 6 OH ►, , 11 , ,I , „ , 12 -0 5 -0 1 -3 (8)#Sx1 1 -6 (13)#5x4 -6" I 6'-0" 4'-0" 1 '-0" (4)#5x5'-6" (6)#5x3'-61, O CONT. 1 '-O" 1 '-001 (2)#5 CONT. --- © CONT. 5'-0" 1 '-3" _ -- SEE DET. FOR REI NF. OA_4 `A�h) 4'-6" 7'-0" 1 '-0" (5) #5x6'-6" (7) #5x4'-0.. \N CONT. 2'—p" 1 '-0" (�� 7 -0 4'-O" 1 '-3" I NOTE: A) ALL FOOTING DEPTHS ARE FROM BOTTOM ` LA C D E F Q H J IC L M OF KEY TO BOTTOM OF FOOTING. _ 11 BAYS @ 2S'�0 '_` - --__ B) 12'-9 3/4" SEE SHEET SD6 OF THE SITE DEVELOPMENT DOCUMENTS - 275 '-0" 2S '-0" 2S '-0" FOR UNDERSLAB DRAINAGE. 3'-9 a/4"_ 4'-7 t �_4->> + 2" 4 3 3 C) SEE DETAIL 1/MS FOR BASE PLATE'S SIM. C 4'-7 1/2"- A5 I --�-- 22 S M. A5 C IM. - �_w _ C / _ --- --1 r �-� r� r--� r — r--- 1 V/ L L— iJ - L - - J _ moo I- _j L �—J �.., J L —I— J L--.J L _ - - - - _- - - ----_ - -_- - - - > - D M I 11 I R T R-PI T ---- -- , I _ at .' .1 FIN. R. ELEVI 287.0' °f IM. N r "I OI r 1, -1 r r 1 771 r '1 2 I J L ------- _ — L _ —L J J I L J E L -,- J ' \ �OE L J L JL Jnc F IF - - - A9 I� II 5 -- 2 ' / C SIM. / II K�, 4'-10 3/ 19,0„ ,-9 4" C I / N --- —_.- .-_ ------- U CLR --. - I I L J I I ^ I I L J L J J( E � L J L - L -J F �� L---J F L + J(B� �---JO _— — —� �=J I •_� © G L B L J` D M O �! _ — — , i NO DATE PURPOSE 4 V , , I I , O I 2 , 3 , FIRST FLOOR C 3 �J KEYNOTES REVISIONS SIM. c `.I O A5 A5 _FIN_ . FLOOR LEV. 291.0' I C SIM. - - 6 II II -- � II r---� r--� r -1 N r--� r -i 11 r -i r r -1 ( 1 . CONSTRUCTION JOINTS 0 NORTH, _ 1 I _ ,r^� , _ , - - r • , _ SOUTH DIRECTION Operations 4 `I -- - --- - --_ I I I �' I L J ; —I I L J �I - L J �_`�J E L J � E L J ( I L-_J L--� � L_- �11�K O © J 2. CONTROL JOINTS ® EAST, WEST Center f Or CA) 1 I �// DIRECTION N' L OF 8 H 0I 6 01 _3 �K� , r/FTG. ,,,VATOR-_PLT � Key Pacific �Ln As - – 8 II K, �� FIN FLR. ELEV. 287. ' 3. TRUCK WELL RETAINING WALL Ir- r — _ , `� _,<� 8) -- �_= _ _ _ c ���7 � Services Corp . }� r � 4. '-0" x 2'-0" BLOCKOUT M r- �' -- r -tl r r 4- r r �.- r 1 I FOR COLUMNS Tigard, Oregon C 1 r -�__J L J C -- /��L J q60 L J��I L -J Lt J� ! O L J� t L -- A6 5. LINE SLAB F RECESSED FLOOR r _ IN <G:� L——JO I I U — Westwood Corporation A `' M , , �;-+ - SAB 5" W 6x,6 W 1 .4xW 1 .4 WWM ______ A 6. POUR STRIP C� PERIMETER T'. P. 3030 S.W. Mood Avenue — RECESSED SLAB I I - -s'-a a/4" v N _-- __- - - - ! A 4 ( ) Portland, Oregon 97201 A 4 FIN_ FLR._ ELEV. 289,5 I I 7'-0 1/2's ,_ „ 10'-7 /2" ol0 503/222-2000 -- - _ . - -- f „ X1'-0 3 4' 4 r r , -�81 r �i r r -I r 1 LR r -i r - r 7. RAISED SLAB FOR STAIR - -�•>- I .— _ _ -- - — -- - — - —+ I Architect: L J C _.L.I.J�- - -- L J C L--J L J C L J C L _10C -J C� � E L J I I O �� F O O30 O - L.-J, Mackenzie/Saito & Associates P.C. �7�.--- SFJ H 0690 S.W. Bancroft Street �J I 5 , , , 1 , , i 10 Portland, Oregon 97201 C -�\ `,� A5 - --� C SIM. 503/224-957C - � - - - ___.___. I - r--� -� � / —(\T Structural Engineer: T--- — — -� 1 7 g — _-0 t_ - -- - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - r-- L_ , LJ l_ _J LJ LJ LJ,� LJ LJ "l .I _..L � �P,> < P� �P� �P,% � �P1 � ( p�, ® H , Mackenzie EnginenerinLInc. Po tla dW Oregon o9720ft t8Fit FINISH FLOOR ELEV. 307_0" (ABOVE) 1� 503/224-9560 TYP. I I Mecn Plumb/Elec Engineer: 8 L --�> H.A. Williams Associates � � - -- - --- - -- - - - - -- .- - - --- - - -- - -- Consulting Engineers 980 West Henderson Road 0 3 Al Columbus, Ohio 43220 Y I 614/451 -17111 Ln N B I Landscape Architect: —�-- - --- A 4 _---_- - - - -- 90 Murass Associates 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 '��� 1465 . _ 10 0 ,_0„ _._..__ -_ -_ - - 6 S ,-0„ --- ----_.1.10 ,-0 11 _- �� ERIC 1.. / � , Vis P v�POR N ,OREGON ,' `^ OFICY, FOUNDATION PLAN _ FOUNDATION PLAN DRAWN 9y. DATE: MG•V / WSB 1 AUGUST, 1988 - 1 1 6"=1 '-0" CHECKED BY: JOB NUMBER: RHP 'C,� P288301 YACXFNTR/S ITO b ASSOMITS P.C.ALL NORTH �wur+M Arc THL PROPERTY or s I .AS90W1[S.PC A N01 A Br US_ 0 w�Rrt7tN nw'cRtczarr�IA 5 BUILDING SHELL DOCUMENTS -- BUILDING PERMIT/CONSTRUCTION PRICING SET - 1 AUGUST 1888 ..,..... _. .. - ---•• .. -.—__. . ..— ..__.... ... ._ - - ............ .. ..,.. ••av 14 III�,IIIII�I�II ilili�i i�l�l I i�lli�l i�iil i �I�IIII I�IIIII I�ill�i �lili I I�ill�! i�lll I II�IIII VIII I IIIIII� IIII! II I I�ill�llil!i'�IIi�.Iil NOTE: IF THIS MICROFILWD bI1112 DRAWING IS LESS CLEAR THAN 11 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 191111111 �a 211r, � TDRAMII�h. IIIIII131T111411 11t1i 1IIIII�i11-1111 li1111IIIIIII!il1111-1 iIII II11 liu11111 1111111(Il411111111111111lillu i�11141uIIII�� illl!11,11 1111 ill,,!�;, �`'1I1111111111ill�11111111illMilli Ii111111l Iilllilii liuliil�5111r,1111, y JUNE 199 �� F A 0 C D `E F 0 N J K E / 1 .-_ _--- ,--+-.; -+-„T._T_'TT�T^TrT-T•--_-__-_ • -_--I_.--_+-I V � • • , •. • ._.- _•-_ 'i.ii-fes.• - •�+ -- v 2 0 2 a . :`'• 5 —� — — e 14 ---) 7 - 18 -- -� - - UZ I'I SLAB-ON-GRADE B COI A4 A v C D E F > � G H J K `,L > M ' 7 - — - — - - ------------- - --- _-_ 275 0 -_ —_-----_ - ..-- I (9l @ 2S'-0"= 2 '-0"- _ —. _-- ---- - - 25'-0" - _._'5'-0" l A I 1 METAL DECK KEY PLAN 3 4 FF t/ -��•e- rYP -- : : : : :: : 31-11 112' -2a,-ii 1 4' 17'-1 1/4” -- -- -r I 7YP 5 NOTES: A) FOR FOOTING INFORMATION SEE - -- ---- Z5 K 4 ® - :: Z'- 0 C'T I I I 01 FOOTING SCHEDULE. SHEET S1 . .. . . .. .. In -- ---_ _- - -- • . - I I 5 No B FRAMING SPACING `""'r �i W27 x 94 FF 7 BEGINS AT � 32G- 10N-7.1K W27 x 84 W. 7 76 W24-x 68 32G-10N-7.1K 32G-10N-7.1K _ _ 1 " - -- • - - - -- e - • - - . - + �G_1 D11-7.1 K z, . ., ., .,. ----_ _ u, GRID A MAINTAIN 2'•-6'• — __------ -- ----- - - L5 ,, .,.''' TYP ,-- FRAMING INCREMENTS FOR JOISTS Typ FF - CO FROM THIS POINT NORTH.14 1 ----------- ..... I•° 2 � - - �0 - o v W 1 x3'2 _- . . .... . _.- --= A G x � 2x1'4-- 4_�- I__i___ --f - FF - C) ALTERNATE CELLULAR FLOOR 9 i apI b,, °p� 0 4 + L�6- 0• I I . . .. :. :: N DECK TO OCCUR AT 10'_0"O.C. _-- _ - -- - - - 7 I I i n! 31 3 kl NI xl �•b r 2 - .... : : : BEGINNING AT GRID „1„ - -- -- --- -------- - - -- L3O - FFMAINTAIN tO'-C!" INCREMENT W27 x 84 I W27 x 4 x 99 W30 108 33 30' W24 x 62 u. D.O. P 1 I I D. /\ D) FOR METAL DECK WELD �r - ----- - + - - -- -- A FE F 3 _�,�.-- - - + ..,�'1:K: i 3 \ P/ DE i All - _____------- ---------__4T, ' _ : ... . .. � / RNS SEE 27. TYP 1 F 2 F t�, �'' rF tzP r. HAND ® r FF - ..... : . NO DATE PURPOSE 22 t I 'i. i, ', Ami • '. ' S G i 18 K41 - . ,.. ..,. ..� I 12,`61060.C. til' Zii 0i`. p. { _ 2�-6t-bC ��-,\'::::: ':.:::: '� ofe � i 3�+ ,. • , III __ :' : :. ... : Keyl . I . ' , ' { j 5 �. ::: .. . . REVISIONS : :: : : x 1 16 I W30 x 99 32G-t ON-13,:1 K W30 x 99 W30 x 1 16 � I I � ' + -- - • -- - -r---T + �-r- - . --- e + } }-- - + - - ++`C-- - FLOOR TOPP,NG SLAB ,JQ_ T- 32G-LON-7.1 K 32G-1 CIN 7 1 K D 0. I i D.O. D.O. 7;K; 1. CONCRETE FL 1 r. - Operations FIF � • <F13rTyP } 1 i I _ r FF 7YP 2. 4" TOTAL Lh X } o I _ S F' THICKNESS Wi7H C e n 1,e r f o r . ® p) �' �' 6 1' ,7 71P . FF TYP W.W.M. 6x5 W1.4 x W1.4 i •1 �0�'` ki I Kg 2g N �`7.�0• 2 -6 O • FF / ' _- -6' ' ' ' 3. 5" TOTAL SUB THICKNESS WITH Key Pacific 10 y 3 i �' I' FF I 5 I �;1 /P I W.W.M 6x6 W1.4 x W1.4 � ( 6 Services Corp . � � ! I iI � I ��� 4 4. cn 3 OL 77 ROEER7SON STEEL FLOOR 5 r _ W36_x 135 + W3- x 10� D_0. - + 32G-10N-13.3K 32G-10N-13.310 W24-x 55 WZ x 6:Z 3:_G-10N-7.1K D.O. D.O D.O. DECK o m A .� • - - w - Tigard, Oregon N I I I Lt' I I I 5. 3" CELULAR QKX-30 ROBERTSON — FF ® �. 1 �" i L����9999 -I - - -+- STEEL FLOOR DECK Developer: I a •I r ., TYP ! $ G' �, 'i 'i. �' , 22 K6O.C. i `'i i ~ �y got, I I i I I 4 - C• i i I 6. AREA OF RECESSED FLOOR STRUCTURE _ 1 g Westwood Corporation �, 0. 3 2,.6 3030 S.W. Moody Avenue ��b ✓ e I 7. 1 1 TY Portland. Oregon 97201 2' PE B" ASC PACI g • 'I / FIC �_ 3 3 I I I I 10 COMPOSITE FLOOR DECK (INTERLOCK) 503%222-2000 1 ( I �6 - W27 x 84 W2, x 41 32G-ION-13.;l�K 32G-10N-13.3K '32G-10' 13.3 W2 x 62 W2 x 6 32G-ION-13.3K 1 13 G-1UN-7.1K 32G-ION-7.iK 32G-ION-7.1K . 7 �- -- * -r -.---� -ter --�-.. + . T T - —�� + • 8. CONTROL CONSTRUCTION JOINTS AT GRID LINES lylax�5 a=ro"I _ ! I I Architect: �. 4'�8 17-4 3/4 9,6, 9' 6 1 2' I � i I 9. BLOCKOUT FOR COLUMNS Mackenzie/Salto do Associates P.C. A4 _ _22 6' O.C. , I ' • i q i K 0690 S.W. Bancroft Street 2' 4- -C. 1 „ 0• I A4 10. LEDGER Portland, WiBx35 j S 0 �r2 or land Oregon 97201 r -1 • . 1 , • ,�' 2 ' 10 I � � �' S03/22d-9570 I' I 11. 5" SLAB-ON GRADE WITH 4 7 I I EQOE_0 ED N _ A7 32 ON CENTER 1 GE OF SLAB I Structure! Engineer: O9 12. TURN DOWN SLAB A7 ENTRY • , • , • • , • , . , • , •1 , , . , , , . , ' . , • . , I JKti � � Mackenzie Englneering Inc. II FF III FF ' ' I H 13. LINE OF SPANDREL ABOVE 0690 S.W. Bancroft Street RECESSED SLAB' ELEV. 305.5 II O I 0 n 57201 1 -- - ------ -� - - - -- ( 11 I I 11 503;224-956 0 r _ . I FINISH FLOORII ELEV. 307.0" I I I I N ' 14. TOP 6 JOIST: 305.167 LJ Msch Plumb Elec En Ineer: l r E_ — ___. �0' _ ���_�—� I r-+-1 r � r 1 - — - - 0 15. TOP OF JOIST: 306.667 � � r"r L J L J L J L J — — — L J`; 8 H.A. Williams Associates o \h)/-�1 JlT I O �J U �� -� 16• TOP of JOIST: 306.583 Consulting Engineers I I 9 980 West Henderson Road Columbus, Ohio 43220 N ( I I ' 614/451 -1711 13 r .1 - rl Landscape Architect: L J/�L Jn Murase Associates �/ �tJ 1300 N.W. Northrup B Portland, Oregon 97209 503/242-1477 A4: Column Schedule ,� � SIZE: GRID: - b (� L ra;' r S'A11t0 A \ / 6G._5 M V, -"1 4 W8 x 24 8-2, H-Z, N-3 Q�� ,Fad_,'' -•„POkILAnD�OREGON.� K-3, K-4, h 5,K-6 ��r\I V� ,1 WA x 31 F-2 A6 W8 x 35 9-3, D-5, D-•6, G--2, OF G-3, G-4, G-5, G-6, H-4, H-5. H-6, J-2, J-3, J-4, J-5, J-6, L-4, `-5, L-6 2ND FLOOR W8 x 40 F-5, F-6 W8 x 48 B-6, D-4, E-5, E-6, F D N . / F R A M I N G F-4 W8 x 58 8-4, C--2, C-3, C-4, PLAN C-5 C-6, D-2, D-3, E-2, F-3, 2ND (FLOOR FOUNDATION/FRAMING PLAN W8 x 67 8-5. E-3. E-4 DRAWN BY: DATE MGV WSB 1 AUGUST, 1988 TS S x 5 x 1/4 K-2, L-J, M-4, M-5, / 1�1 Bir=1 r–O" M-6, CHECKED BY: ,JO© NUMBER: TS 6 x 6 x 3/16 C -7, E-7, F-8, G-7, G-8, H-7, J-7, L-7 RHP/y�I P288301 w1CKENZlE/sARn A AS9MAIT5P C ` NORTH TS 7 x 7 x 5/1 A-2, A-3, A-4, A-5 �' ION.ALL ROM RESEmEo f ?NESE pRAMINOS ARE THE Or S2 arW1R"_1i1q�"W=a To gsor Mnrn n+t OF �[1[_U - ESI III ► , PFRMI 1. _ I I['M R _ N , - ME T„ t�INr T /�`ltll� CTR nN P I�`I �` C�'T '1 Allr`116, OPA • 1 III�III IIIIIII Illllll (III; I Illllll Alli � IIIIIII IIIIIII IIIIIII Illllll III III III ! � 111 111 111 � �IIII 111 III III I I I I III I I I I III I.JII I III III 1111111 III III 11111'1 11 =1_ NOTE: IF THIS MICROFILMED -- - — L -- L --- --1 DRAWING IS LESS CLEAR THAN L THIS NOTICE, IT IS DUE TO I1¢ QUALITY OF THE ORIGINAL DRAWING. 1111 IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII lilllllll IIIIIIIII IIIIIIIII Iillllll IIII�III �lldll illllllll lilllllll iIIIIIIH lilllllll imhlll IIIIIIIII Ilillllil lilllllll IIIIIIIIIIIIIIIIILIJIIIIIIiI IIIIIIIII IIIIII!II lilllllll IIIIIIIII Ilillllll Illlrlll y �_-� T--1- 1 JUNE f' , 1990 , 4 15 I i 4 - 12 a a o B A4 --- � �IS� lee/iili'�e 0 j 'fDp A B C E F G H J K L M -I -fie • RF 1 321.94321.42 i 323.5 2 8 321.42 /F32 .94 s 7 NAILING AND STRAPPING PLAN P I 12'0' I 322.5 322.75 o Maxlx t/I:• • r- r --- 2 6 3/4 30 6 3/! Ix 3f 1/2 {� 6 3/4x119 1/2 �I 16 3/9A34 1/2 • 8 3/4 z 18 KV-TYP. ' I I \ O D I I In Y s RF , \FJTYP. �n is tRi:i oG�al^y , I g a'N „ B 8 la- I t 1 6 " 8,6 .IN 322.75 322.91 3 D. I I D.O. • D•Ip• • ""O I I6 3 4 -N / 31 1/2/ ' I 6 7/4x30 I _ TYPO - RF TIP• 8 323.5 323.5 RF RF ' ' , , RF ria -_- g MIJ NO GATE PURPOSE 8'6' S 11'6' 12'0' 9'6' � . 9 Keynotes: • • REVISIONS RF I I I f 4 in 6 3/1Ix 30 6 3/Il x 31 1/2 � I� 6 3/4 18 f/2 6 3/4 a! 31 1/2 � R� 6 x/4230 �6 3/4x18 RF + • --- 1. BUILT-UP ROOFING II I I I RF YP.a ® I Operations 0 2. 5/8" PLYWOOD SHEATHING Center for : 7 J. 2 x 4 D.F. Nt SUBPURLINS AT 2'-0" Key Pacific O.C. WITH SIMPSON F24N A7 EACH END. i 1 6 3/4x 8 1/2 6 3 1x33 I fi 6 Services Corp . rJ c m I / y II 6 3/4+x28 1/2 6 .3 x27 6 3/4x27 6 S/4 34 1/2 6 3/4x72 RF 4. 4 x 16 D.F. p1 PURLIN AT 8'-0" O.C. TYP. WITH SIMPSON HH0416 HANGER A7 EACH END Tigard, Oregon 5. SIMS x 21 CLU-LAM PURLIN AT 8'-0" O.C. I , , 9 WITH SIMPSON HGLT3 HANGER AT EACH END Developer: RF 6 WITH SIMPS N F 6NSUSPATLIN AT EACH END O.C.11 Corporation f 0'6'Y{ f 0.3 13'0" DN W 3030 S.W. Moi Av. 9 6 D.O. I D.O. D.0 $ D•Q. D.O. 7 DIAMETER ANCHORiBOLTTS EAT 4�0 3 O.C. 503/222 2000on 97201 + J. f - -- B. 4 x 16 D.F. y2 LEDGER A Architect: A 4 I I 9 - A 9 STRUCDRAG TURAL ADDITIONAL I x 16 D.F. SELECT Mackenzie/Salto Aes0010tee P.C. 1016-1 {a- I 11'61 fit- I RF 10 0890 S.W. Bancroft Sfrx•f I2 I 411 I RF 13'0' A4 10. NAIL SHEATHING IT Bd AT 4" O.C. AT Portland• Oro Yon 97201 AND. EDGES. 1'-0" O.C. AT INTERIOR 503/224-9570 SUPPORT 7 8 3/4x B 1/2 8 3/133 6 3/41x28 //2 $ 6 3/4834 112 6 31012 If. NAIL 2 ROWS OF 8d AT 4" O.C. AT CLU-LAM Structural Engineer: - BEAM, AT NORTH AND SOUTH WALLS: 10'-0" FROM WALL EDGE 321'94 I I I 9 �� 3$1,94 12. PROVIDE SIMPSON SA36 AT ALL PURLIN Mackenzie Engineering Inc. RF 12 1 g ' RF F ' g TO PURLIN CONN. ACROSS GL-LAM BM. 0690 S.W. Bancroft Sired Portland, Ore 97201 51 RF TYP. I I 13. PROVIDE (3L SIMPSON STS236 STRAPS AT ALL 503/224-9560 JJ I LEDGER SPLICES TYP. AT EAST AND WEST WALLS -- - - - - - - _ 8 3/4x18 6 3/4x18 6 7/!x i@ I 14. (3) SIMPSON ST6236 FROM LEDGER TO GLU-LAM Mach/Plumb/Elsa Engineer: 8 15. SIMPSON ST6215 AT 4'-0" O.C. TYPICAL AT NORTH H.A. Williams Associates 321.42 8 AND SOUTH WALLS AT SUBPURLINS Consulting Engineers ' J22.2 321.42 , I 16. SIMPSON 576214 AT 8'-0" O.C. TYP. AT EAST 9110 Went Henderson Road a I 321.94 321.42 AND WEST WALLS AT PURLINS 814/4451.1011 43220 RF TYP. ST1.A� 9 - - - - Landscape Architect: 9 Muross Associates 1300 B 371.94 322.46 321.84 Porta dW Ore97209 4 so3/2l2-1177 A 1465 "fl E c.5 M �?`��. �� ` 9�L 'EG D,0RECON� ROOF - ROOF FRAMING PLAN FRAMING PLAN DRAWN BY: DATE: NORTH 1/16" = 1 '- p" MCV / WSB 1 AUGUST, 1988 CHECKED BY: JOB NUMBER: RHP i C,L. P288301 a ,uana.,'wm A•rmoarta.c. g 3 dIMRIJ I•AL MU,,�.,Inpsyr�qQlr P xo xm io F1I1R xI1M M --win- BU�L��NG SHE/ 1 I]�1CIIMhN R1111 nimr. Dr U1T nT /r` WC111nT1/1,jkk nnlnenr ll^ 'r ^^1+•.+ r . � •+ .. F 5 � III III III III III III III 1 1 III III II11 1 III III III III III III III I I III ql III I I III IIS III � I Ili III III I I I I I 1 111 I I I I ISI II I I III III III 1 I III III III I I IIO11: IF NIS MICROFIIIEO O OWIIS LESS CLEAR .... NIS MOTIR. Il IS lxx IS THE LVAIITY OF r1[ ORIOINAI ( � � } THE F1,11111111 [ L 1 1 ► 1 6m uulmi milllll uuluu mihm mdlm uulim mi6m uuVul mihm uulim mdim m1 u��� ai uuluu mduu mdll�ulWll�Imhu1 imhudiiidiu�luhm milmi uulull mdlm mdml uu ml uulml ulllm mduu mTul J t�NE ��v , 1990 E G.5 D rG1 - _ —0 -' r - - - r - --- - - -- - - - - -- - - - N` - - - _ -- -- - - - -- - - - -- ---- - - - - -_ - - - - I i i co 15 I I 2 2 CO- — AT- C 1 I o ITI 10 1 S1, ��TN1� L ❑N S '2 THI�I� � �,''�• THILti•. a s'til rr�ILl<. EAST ELEVATION 4 --_ _ ---- F - DATE PURPOSE (IC4 tZGr�F LINA i 4 I _ — •t _a io REVISIONS _d- 2 a _ — 1 -, Operations Center for : FT- Key f — Key Pacific _-.- - - - - - --- - - -4 -2=-213 7Yr-7. 6 - - - - - _o -I - - - - - - .o �. - - - - - - - - - - - - - - - - - - - - - - - -�� Services Corp . - — — G Tigard, nreonn II — 2 _ --=_ - G I Developer: 2(:v drWestwood Corporation ., 3030 S.W. Moody Avenue I. a 2 5 28 o N G G I © THICK- ►� 5� THILAL ` - T� r� �r�L.; - to Portland, Oregon 97201 S/2 Ls-- 503/222-2000 - = — I I n Architect: VARIES ,, Mackenzie/Salto do Associates P.C. -- r S 1- 7HIC.K- 069N oft Street Portland, Oregon y� THIc.IL Ii-�1 I,_`i 503/224-9570� 25 28 �' 10Structural Enylneer: NORTH ELEVATION =-.&L 7L 0 � - \` - 51 I T~�� Mackenzie Engineering Inc. 0690 S.W. Bancroft Street Portl9nd1/8 1 '-0" 503/1224-9560n 97201 Mech/Plumb/Elec Engineer: H.A. Williams Associates Consulting Engineers 980 West Henderson Road Columbus, Ohio 43220 CONCRETE PANEL NOTES KEYNOTES 0-% 614/451 -1 71 1 Landscape Architect: ' i . tt4 @ 1 '-0" O.C. EA. WAY -- 2. (2) 05 EA. FACE @ 6- O.C. Murase Associates 1 . PANEL ELEVATIONS DEPICT REINFORCING FOR 3 (3) 05 EA. FACE TYPICAL PANEL TYPES. NOT EVERY PANEL IS 4. (4) 05 EA. FACE 1300 N.W. Northrup SHOWN. CONTRACTOR TO SUBMIT SHOP DRAWINGS 5. (5) 05 EA. FACE Portland, Oregon 97209 FOR ALL PANELS INDICATING REINFORCING, 6. (6) tt5 EA. FACE 503/242-1477 ADDITIONAL REINFORCING NECESSARY FOR PIC;' 7. (2) 05 @ PANEL EDGES AND AROUND OPENINGS POINTS, ETC. (EXTEND 2' -0" FAST OPENINGS) 2. DIMENSIONS ARE NOMINAL AND SHOULD BE 8. (2) 1$6 EA. FACE (-, 3- O.C. COORDINATED W/ PLANS AND ELEVATIONS 9. (3) 06 EA. FACE @ 3" O.C. FOR PANEL SIZES AND LOCATIONS AND SIZES OF OPENINGS. 10. (:3) 06 @ CENTERLINE 3. PRIMARY REINFORCING MAT TO BE PLACED IN 11. FUTURE OPENING CENTER OF PANEL WITH SPECIAL REINFORCING AS 12. TO? OF COLUMN, BOTTOM OF LEDGER INDICATED ON DRAWINGS IF APPLICABLE. 13. (5; 05 EA. FACE AND 03 TIES @ 7 1/4" O.C. ��• �� �� 4, ALL REINFORCING TO BE GRADE 60. FULL PANEL HEIGHT AND @ GRID "8" 14. (3) SHEAR PAN �J 5. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: EL TO FOOTING CONNECTION5 EACH va p\ye A. 2 AT 1'-0" O/C EACH WAl' FOR PANELS ",7 ' & 'K- - SEE DETAIL B. t42) 5 AT ALL PANEL EDGES 15. ( ) CONNECTORS C. 2) 15 AT ALL PANEL OPENINGS, EXTEND EEINFORCING 2'-0" BEYOND EDGE OF OPENING. p 6. WHEN REINFORCING IS SHOWN IN TWO LAYERS PROVIDE 1 1/2" CLEAR TO OUTSIDE WALL AT EXTERIOR AND 3/4" CLEAR TO INSIDE FACE OF WALL. AT INTERIOR. EAST & NORTH STRUCTURAL ELEVATIONS I DRAWN HY: DATE: 1 AUG. 88 CHECKED BY. JOB NUMHER: P288301 ® uw UNIX//WTO a ASS"TTS,P c ,W,ALL R� »WS 4 THIIIX �—a NOT m�� N ANY 10F !)<ClJT M ww"M ohmaF �' or 5 _ BUILDING SHELL DOCUMENTS BUILDING PER PRICING SET P- A , '.. �' :.. . , ._. .-•._____.- '.�raT..,.— —_—.. fir. L�' r•rril� ...� _- •,U•�.•/—Y�Y�•'—i+.�.. fl���..... —rte ., III11"1 1,l,;l i�il,I,l,llll�l IIIIII,i,Il ll IIIIIIIiI�IIIII ,I,I, i �,1, , ,I,IIIIi,�,II IIII,I,�I I , 1�,j, Ilip I Ijl�ljlflIaII I I IIIIIII IIIIIII IIIIIII IIII111 ' S.._ -`"' "� Z NOTE: IF THIS MICROFILMED1��_l DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY Or THE ORIGINAL. � I- DRANING. ILII IIIIIIIII (IIIIIII IIIIIIIi illiliili�iillllllilillililll IiIiIIIi�IiIIIIIII IiII►IIii Iilihill irlillii iluilr l.)��,�i�iIIIIIIIi�IiIIIIII IIIIf�`il�ll�li�`ml�►I�Ii�ill�ii iIIIII iIIIiIIII IiIIIIIII IiuIIIII IiIIIIIII�IiIIiIIIiIiIIi mIiIIIIIIIiiilIm iIIIIIIkiiTNIil y ° JUNE , 1990 I, A, p,l L K i 00 IF- - I11 I _ 77 0 _ N of 1 7L -1 /4 7 41CK- c L �� r,E7 E (� 1 r1evision WEST ELEVATION ---- - -- - - - -- _ _- - 8 9 NO DATE PURPOSE REVISIONS 7 1 7 I J I I TOP_PARAPFT ' jJ O I� I , L) f Operations - _ _ _ I Venter for : Key Pa:, ific 00 ti Corp . � I o Services Cor . r r ---- - - - - -- - - - T r -- - (-- -- / � N Tiaara, Oregon I d2- Developer: o --- -- I �- - — J I- -- --- - - -- - - •J --- - - ---- - ----I — --- -- -II 1--_--- --- -- --� I I �, Westwood Corporation .3030 Portland, Avenue S.W.0 Oregon 97201 �► - -- - --- — — — -J 503/222-2000 SECOND-- z- ECOND 1 I -I FINISIfi FLOOR Architect:_ ' r�yF �' SI�21THIc.� c �____.____-- r——-- — ——— — —— I F - -— — — I -1 - Mackenzie/Salto & Associates P.C. C. 0690 S.W. Bancroft Street SII a I I I Portland, Oregon 97201 I ------ - - - -- J L-------- - -I �--- -- - ------ --� I 503/224-9570 I o ^ — — — — I .�,I Structural Engineer: Mackenzie Engineering Inc. 7 I j I i II 0690 S.W. Bancroft Street Porland, Oregon 97201 QS�LII T4-IILI� `>F. S�Z�I T HIG.K '>E� -Col Z-v' r� --1 41�HIC V- ® "1/41 IF-II(iiL (_ 503/224--9560 .k �• � KEYNOTES ,_� 04 @ 1' -a � o.C, EA. WAY Mech Plumb Elec Engineer: See v's 'O' `� 1.2. (2) 05 EA. FACE @ 6" 0.C. N.A. Williams Associates �. 3. (3) 05 EA. FACE Consulting Engineers SOUTH ELEVATION � NCRETE PANEL NOTES 4. (a) 05 EA. FACE 5. (5) tt5 EA. FACE 980 West Henderson Road 6. (6) 05 EA. FACE Columbus, Ohio 43220 7. (2) is5 (EXTEND 2' -0" PAST OPENINGS) 614/451 -1711 8. (2) 06 EA. FACE 0 3" O.C. " 9. (3) 06 EA. FACE @ 3O.C. 1 j8"= 1 '-0" Landscape Architect: 1. PANEL ELEVATIONS DEPICT REINFORCING FOR 10. (3) 06 @ CENTERLINE --- ;1 TYPICAL PANEL TYPES. NOT EVERY PANEL IS 11. FUTURE OPENING SHOWN. CONTRACTOR TO SUBMIT SHOP DRAWINGS 12. TOP OF COLUMN. BOTTOM OF LEDGER Murat* Associates FOR ALL PAN:LS INDICATING REINFORCING, 13. (5) tt5 EA. FACE AND 03 TIES @ 7 1/4" 0.C. 1 300 N.W. Northrup ADDITIONAL. RCINFORCING NECESSARY FOR PICK FULLANZL HEIGHT AND @ GRID "�;' Portland, Oregon 97209 POINTS, ETC. 14. (3) LAR PANELS TO FOOTING CONI&CTION EACH 503/242--1 47'1 2. DIMENSIONS ARE NOMINAL AND SHOULD BE FOR ANELS "Q" & "R" - SEE DETAIL,23/C COORDINATED W/ PLANS AND ELEVATIONS 15. (1� CONNECTORS @ 2� -6" EQUALLY SPACED FOROPANEL S IZES AND LOCATIONS AND SIZES 3. PRIMARY REINFORCING MAT TO BE PLACED IN CENTER. OF PANEL WITH SPECIAL REINFORCING AS INDICATED ON DRAWINGS IF APPLICA,1_E. See revi-riu^ VrAe� 4. ALL REINFORCING TO BE GRADE 60. J ,1 � 5. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: A. 4 AT 1'-0" 0/C EACH WAYB. r \` 15 AT ALL PANEL EDGES C. 2 5 AT ALL PANEL OPENINGS, EXTEND PJ��O 6P l A F2 INFORCING 2'-0" BEYOND EDGE OF OPENING. 6. WHEN REINFORCING IS SHOWN IN TWO LAYERS PROVIDE 1 1 /2" CLEAR TO OUTSIDE WALL AT' EXTERIOR AN 3/4" CLEAR rO INSIDE FACE OF WALL AT INTERIOR. WEST & SOUTH STRUCTURAL ELEVATIONS DRAWN BY: r,aTE: Vim/ 1 AUG 88 CHECKED BY: JOCK NUMBER: c�- P288301 wo(FMIt!s�vro ASWOMS.P.C. ® 1/N,ALL RM, RE*W*U :t Cr S 5 BUILDING SHELL DOCUMENTS - BUILDING PERMIT/C�;ONSTRUCTION PRICING SET - 1 AUGUST 1988 � �F 5 I I III III II1 1�1 III III I 1111 111 III ') I�II I I � I I I �I I I Jill I III I III I I�II NOTE: IF THIS MICROFILMED III I III I III I I I ill I III I III I�III III ISI I I I VI�II�I III I III I III I I I I+II�I�114111 14 I`IPhll�III I ill I1111,111 II�I 'II I III I VIII I OA15 LESS CLEAR THAN �� RI � THIS NOTICE, IT IS DUE TO THE QUALITY OF TW ORIGINAL � T,3 1 DRAW[Nr;• )III IIII�IIII IIII�IIII IIIl�IIIIIIIII�illl IIIIIIIIIIIIII�II�II�IIII illi�llll Illl�lill IIII�IIII llll�llillllll�llll�y��lllllllll,lllllllll�llll Illl�lltl �I4�111111111�IIIIIIIII�IIII�I111�111�1111�1111 IIII�IIiI IIII�IIII IIII�IIII IIII�IIIIIIIII�IIIIIIIII�IiII IIII�IIII IIII�IIII Illlrlll JUNE , 1990 ouvr*sz. C Llayvj�;,&, `� D � �� E F G H J K' "` •.,"w I(78 x ,d-cu I GN el� 2•�"�V I fes- r. Z'p Fi l4l•1 �V� -1flla�k :V I '� . i2'H 141+ W/ 2 7 5' t �L&►i uses �&N19, L:o R 1-'+.-CON O 4 �Ye)f4V. L 7Lw0=. ; 01ti' &ituw, 6ONTF-L-Typ. o�_Z) ' - �-. 64�N &ONT•1Z. er r r c�r�Trz . (9) BAYS 0 25'-0" = 225'-0" 24'- 18"A CG�i4 17�Z .(� SugF,►G� M=DiCAP>. U W I tz TYP.of iso++ Lpuve2 MTV AOiDVE GLca 5 I r 11'N o QPM _, =}OC (.F CUT PIPE fOLPNU M 5U5eewv FRdM �TfwcJr w/ 70C• PM.,�I 73'00 . 120 V -I cQ me-,or I 4�0' Al l�LB l Tyr) � � 5'Prel N4 I"7�LI rof25 S le7l +ICOM STTZUGTlI w/ 2 i,'► D.S. 7 �� NU v11aQaTION I�w.Tolzs: C 5M5 5 u- 10GLYGD UPPVY � _Ir ' _.._.cs... .1 12 �ld I 0 4-i f'Aft`( Slr♦E PLAN oN � IOi� ��., ,�5++( N '5 Fol GoNT.- { 'y O 110 ✓'12-4112 2 _ A " - P _ u '�+.. •e-14��I .. � 4o�� �;4 t'1 Pis o�� (� _-__--,2' � 'f�-4 ON wall �- puGTT4`104 n - - - f ,-„ ON ; zoo F:" • �� ^' , �,'�1 / FI�TIJRE / (� - I B I � c ti 1, f'7� lo'.s„ I 1 / F II I�•12 1 K 'Z 6 ) - 7 h I e=IOTA' " O I I I I ExT ENS101J Icy' �'�© _ In . ''- • �,�"*9 I -4 \ --t- _ L t L_ L _ J_ l�uo ��� = �.� If � . U �.Z}.12.11i - J-24°1 24"6TW r 2 1'u�I�L :K �iGIIDU--' ----t . ti r C- A l0 F05 MOUNT HI H ON ,l H _ -�q2 _ L/: FOR w.►�l. / �.., ' H --e��4 , , . h«, , r . III -la �, Hr r,-3/4 fit C r� �� III � a z, ,6. !v-90 STS R LRI.1. 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I� VOID Key P ac if is II 23 SPACE IELEVATOR s 4Co 2 O - -I O r ------- 1 II(o� " � I - -7 z4'I00 Services Corp . �I Au p � . . . . � !✓�I " moo ,I•u 'r � ,-IZ°� I„"$> I I I f i1 I I 13'7 GUT Fob K 4g•0fSW1I�GI 24`•la,01- / Tigard, Oregon I H Tor OF VO&T,tovE¢ ->& 2'� GCIJN �Ge a-I "-Ilo�ti_ �l✓�-Ito �•IdY 5-loo I� ��/s3lczt2r czar 36"xle" 1�� ~ ? Developer: "K IFY L _� �uTurz� UNIT ;7Yt'. � 1�1 � - I�lo'.aloc - ols�++�1��� �, II �-,7 ,�'r� ff Westwood Corporation -lo GL4• SPAG� 2a' 12� 6a"x 2e i I 3030 S.W. Moody Avenue T-17--1y ((0'*12" Oregon aGCEsS FL2 . Ili - 137 i2 ~ ] I I r 112' -112'¢ I 1'. } 503 22 , 20 97201 " �__•. - r A-l0-375 503 222-2000 1 \� l CTYP Ur 5) - -_ -- �s ----o _ e.Lc�. SPA Architect: - r --� V- l i-4 2 -� C LJ L] l� 12"� I 5o <6 _ r2+� H' \ ►+ 4 I�q I a H: H H _ ,�� 14"� Mackenzie/Salta & .Associates P.C. - r k I� I'Z' H II H H C ; L' T-1 e"' 1�{^ ?C'�14' II I .- 1 _T - 2D"K Imo" 0690 S.W. Bancroft Street - 10" 8'llla 11-o" (I Portland, Oregon 97201 57a 13 X12 c� 503/224-9570 I - 1; A G ( I 1 1,.�. K l c'„ I�`r I G' ��('•'t � " * u r y� � 7�: P�" K 12'- 1- �u1�P�-Y w/ 3-\VAI � \ � 20 � I 1 � � I 2�2 I� � ( � , � 1 � , � ( I Structural Engineer: _ N+ lONT20L VALVA I„ ----_ -- -- _- �- •fid UP I 0 -A -A r---- -� �-- - -- Rl - - - -- ^Z-2 - -- - -- Mackenzie Engineering Inc. ` ../ , �'�n � 1 � .,y 0690 S.W. Bancroft Street rJ �„ Portland, Oregon 97201 I 0 6TY10OF 9)-� I rot) rl� � � I A 8-185 _ 1 503/224-9560 _ A P>-IHo 8" L- LJ r � �, 4 ) (-Tyr or- Mech PlumbjElec Ero24nser: AG 2 L�� .+r; , ., ' r�\� ,,q_a^x e4° � H.A. W1111ams Associates � 4A z4" _ - Consulting Engineers - --- - 980 West Henderson Road Columbus, Ohio 43220 614/451 -1711 Landscape Architect: CODED NOTES � Ivurase Associates- 1300 N.W. Northrup 1. T=IRE DAMPER WITH ACCESS DOOR. Portlond, Oregon 97209 n 503/242-1477 FIRST FLOOR HVAC PLAN �� �V �® 2• MANUAL BALANCE DAMPER. u �,J 3. INSTALL CONFERENCE ROOM EXHAUST FAN IN THIS ROOM. REFER TO 3 SCALE: 1 / 8" = 1 '-0" DETAIL ON SHEET H-3 FOR FAN CUNFIGURATION. 4. 700 KW STANDBY GENERATOR BY ELECTRICAL CONTRACTOR. 5. 10'-0" WIDE X 6'-U" HIGH X 3'-U" LOU[, SOUND' TRAP BY HVAC CONTRACTOR. 6. 10' -0" WIDE X 6'-U" HIGH AUIU-CONTROL DAMPER BY HVAC CONTRACTOR. 1, 8" RUUN11 EMERGENCY GENERATOR LXHAUST BY HVA(; CUNTRACIUR. ROUTE THROUGH WALL AS SHOWN. INSTALL MUFFLER WHICH IS -- FURNISHED WITH THE GENERATOR. 8. 60" X 18" AUIO-CONIRUE DAMPER INIERLOCK WITH EF-6 TO OPEN FIRST FLOOR WHEN EF-6 IS ACTIVATED BY THE THERMOSTAT. HVAC P L A N Ar*I ROVED FOR CONSTR TION 9. INSTALL SHEETMETAL SEPARATION 1N LOUVER PLENUM. --- CITY OF TIGARD �c y,rl"t/r I 10. CONTROL VALVE ON THIS BOX REHEAT COIL TO BE A THREE-WAY :clJll I IJU. _ "- ����i�4� SITE ADDRESSI 1 N,` VALVE. `DATE--- - 11. AVOID R(IUTING UUCTWURK OR P1P1NG ABOVE ELECTRICAL OR ELEVAIUR EQUIPMENT ROOMS. H.AWiilliams Associates DRAWN BY: UAT'E: CONSULTING ENGINEF"I 9-26-88 1 12. AVOID ROUTING PIPING ABOVE ELECTRICAL SWITCHGEAR. COLUMBUS 00410 1 DESIGNED DY CHECKED BY: JOB NUMBER, 13. INSTALL FIRE DAMPR WITH ACCESS DOOR AT FLOOR. PEo'nO,R P288301 14. / F DRAWN by uxxtNaE/s+vrD a,Awm T'Ea,P.C. v J N iON.ALL RaNfs /�;�y 1 G I I Jp or C N E C P E L •1 � 4.)WfrPC►�(gib H� �1, c ya�rE L aLSo� J R L r,E�iaBSlrxru IMI[PIfP OF III 111 III III III III III I I III III III •I 11II IIIIIII 111 III III III I 1 III III III I I III III III I I III III III 1 I I I I I I�I 1111 III IJ I I III III IIIIIII III III IIIII I NOTE: IF THIS MICROFILMED 11 1 I 11b` I I I I _t ( I ( � I I I _ I I I•� I �� �__ �_���_�_L_. _� J DRAWING IS LESS CLEAR THANTHIS NOTICE, IT IS 011E TO THE QUALITY OF THE ORIGINAL £ Z Z L Z Z 4 Z Z f:Z L l L >! >< l L i 911 I i x I 1 T It tl �6,�!: II111 I1111111111f11111111111111111 fill f11II Irl 1111 Ill 11 uff111111ff1111111I1 IIIIIIIII ,��».II 1Iu fI111111IIIlII1lf11 111111111 If1111111 Ilflliill 111111111111111111111111 11111111111111111111I11�11►III1u111u1u1111I11luI1 I1111�I11 IIIIl11fi 1III11111I JUNE , 1990 a4a n A - --- 9 C > E> < F G H � K - - - - --- -------- -- ------ — ----- 2 7 S' -o" - ------- -- - - ?-94C> � 940 �J •iFc -. - -�- 14C� � +'Ivy: 1NC.✓.,otl II„ I I -� � I•� IT 2 ' 24'- 12" 1 •'.}," I•`„ 1,4 , I,L„ 221 I ,la-ID-316 I� "� I I n �TYQ o1r 3> I (7\, QIm 4ulG , , n .12"cr 1 " I J11i('T'YP.� ,. sl 12- 390 L I I r-�E- _— -� -•�•,.; -••= —__ �_ —-. 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A- ion z I'�tiv I Gollp�u5e-r1oN 92.dIN VT I A(c 100 I I, Ic ° _ -�s.lo 300 f LIN1c CCOM L%AGH s`•�G L1►ll'r INC210;_t',T !o" N , WRY P11 GIUIr/�(TYP _ --- -- 213 1 /` $� 8" - \ ,X 7 � 12 - -al Z - 2 K 1 I I I' J J I 1-0 N ,42ES f=L.Gea� �,d I N. .iL•OPE- I r�tz4IN5 I 0 Q �CY� } � INA.L L.OGQ ION Of= 60meo 1 y II - E' 'i�{c' J " T 4 f72ovIC'E T Ta✓2 P 24 I'4 a., III I- NO DATE PURPOSE r o L�arlou� AT &L-L, G+taN4a;s Ir.l 214 eOO�4 A.Ia e-ONIVI-rlONIN4 JNITS 1S e'cp ,'qo I N rl2r�(lo►l SubJEGT Too aN4a✓ WITH coM�r,T�rz -� 0"4 I 2�0 I '29 C, ��a 725 „ X15 17-12 12.270 E-c;2 P LAY UT. V9JZlPy UNIT Lzk-.ATlo►Js �j 2 0 ap I Pf'_102 r0 I h15-rA L L I N 4 g I P I N Gt 2 C I ___I n o• 8 145 •�, 0 n N O'p-N -(O y �_— _ C� (TrFoF�1 r �' REVISIONS F � 1 — L r C� , 231 GLca• Sf Ar_ _� 12'�f�� � � x d n - j y---- -�— [�:' _� I I �'G' -I,:�'. I c,.. t3'�- r�I s� � m S�?- m N ` 'r N -'' s 215 I ® -I �s ® �, 12'r -,: - _ IU }¢'.24-Ig � 1,21 - Operations _ �I rY 3, Center for • TA - I� L 2 �" i 0r !aT l2 �!RO _ ( f o F ELEVATOR _ _ - I —{ � n Key Pacific ' - Services Corp . �c- s --�-- - I I ry G=1 r ♦� Id' I 232 � ®° `` 8 7 " _ i\ K _ t F-8•I'�5 1 '"- " Tlgard, Oregon -- 24 G�' r a4-1 - -- ►- I ata /" o"� 231) QN 2 '� D�velo •r. r I Z 12 11 I'f'K 12" ® O an '� —� J 1 2° II 20"I� � �� Westwood Corporation R'm -- -- S.W. Moody ro SU2Terz_ 2 Ni .� f,_I �-I o � C A..G. UllrT-�� �� t►� },. -J v u Ifa ' ® r� �rK 1J3" 'k"" - lu, Portland. Oregon 97201 Avenue Tr - 1 -- -- -- ` ,n 503/222-2000 t , C r ' �! Architect: I 6 C I 4' �t [ 2%2" z4"�I-Z 430 2 I' 5 !60 +I p.10'el0'=100) X ; !l n r v' _I_ _ x r� ,___�,. le 12 ieilKlz" a� 1 4�_�EM ?-�►IIGy9•td�lo'llo 12,, 8• © 2 I 1 �'' `J Mackenzie/Salto do Associates P.C. f`7- L.F-t4 kk �R" 28� , \ .) I r1 I F rl2'c I 12 " 4' ;� Y 0690 S.W. Bancroft Street - LS.t!i'13_---- -< _ rl2 Portland, Oregon 97201 I WU3 waY O C� IQ�- +�r ,EC �A�l�' 1 N 503/224-9570 1 .� ,n r--' —_�.1 27Ktc� s- c15 L✓U'I �N'•rf?OL- I N 235 1J l 23ty \� •� 24•Ilo e VAL-VV- N �� / �-- Structural Engineer: 3 1350 _ 24;,¢r l ; I I J r t4 _ -,z ate' „ Mackenzie Engineering Inc. -__ J�F- 14 I. 14" L__� 1_'>r3✓4I 24�0� I 0690 S.W. Bancroft Street �. K1 2�x 10 1 20 � 503/224-Oreg o -, �� 1 j „�� 3�, I r" i Portland, Oregon 97201 — A G-I x -1 z' tNST'at L BLINr r-L�.Nc,a� _4 y- - ��5.-10-375 �ay7 2 I•Z ���, f_u (F-.11910N nF f IPr-s (rYQ OF4 xra►;sloN A.eEa. ----+ I Go/1Tf20L �/A.LV� 2O� f?PUA! To GL'Gi 5PAG7;� \ 4�= _ 1a h.,1� 1i' 2 x,4� I I Irlech Plutmb/Fier. Engineer: 0 10-1t0 _ A 7 - ---- — — Irn-1 -�_, I � 440 � __ __ _ " � a- _,.<<� H. WilliamsWllllarr�s Associates \ ao"� 14" r- — -- __ - _._-- _I �' ,=r ^� .:R, -� Consulting Engines►�s lx 11 - 10"� I. 980 West Henderson Road 10 14 I 1 1211"�" 10"� F•5 , w" Z Ito'"lv I _ 0, 1 r tPoo I Columbus, Ohio 43220 2oCo I a 14 I r - 614/451 -1711 l0 �] � 'I 30 `'� _� � 1-�-c> , _, "�<< t�•t — — — --- —� Landscape Architect: I V "111 ? '•12' 10"�/ I i.Y1 l YK y 8 1 LTYP.)-� � �• � — --.f 1c � — 1, c n 14-c' 32v ( � '�� I ALL T,��s ON I �. -,c,_ I Co• l2 , -- _ 3,4 I A 10 25c' " ti11 P' I I I 7"fi 8'� '� II -1 ` Murass Associates U -.'� 6Y y U 21 �•� A 8 evo Z°. III 239 N I c 12 Z7 1 1300 N.W. Northrup DL1rT%V01C1� TC UC2o6 i, I p'�_� - g'� - I V 1 �' CotJIGAL Tr;tiS I Portland, Oregon 7209 4-in of 4 2 L 207 3 t �n ` A8-140 I� A-S Iso A 10-375 < I A.. 10.33rp -lo"� 603/242--1477 l_ l I I I I I I (TYR of Z� ID°� `� ' (rev of 3) I " A r�.a "�-3—-•� I �--- C L q Ar 04-"12 4 PJ-24.12-I ..� --j fr-•� -� (� (TY o f 4� �'r Y— —-_1 ---1 f �- �.¢.� C �J t?' 13cC, C � — �.� / I � �' 2 '�- B� g"�+ ``�' 2Co"• 12.. F T r � l �✓-PININ F17T�NG / P.�•dL 8/11 - x 2¢'-14-" I 28,K I I _ _� I 1 - --._ a I �r . �7Y4E=AGN •"••" _ fto 0 D LO V £ �'s5 - _ _ 4 240 ► `, E'� 94c _- - "� __ - �=. � .. �- _ _ •� . __ _ -_ _ .� . �-���C i Lzo4 e� I _ J _ 32 -� �" CODED NOTES O — _ -70 --- ! 54 Ytfilm — Ifoo e"� 22 A 8 1-jo 20 1. ' ,FIRE DAMPER WITH ACCESS DOOR. 12�` 10 N�aTING \VA'fVt? �.x-PAS-Ir,�ICr`1 Tat.ltcs SUSPFJJDI;f� Fl2oM I ! �� 2. MANUAL BALANCE DAMPER . 5TR`>c Tulz IID w a ,< 1 "n 10 ^cos -4-10""In 7 3. COMBUSTION AIR LOUVERS: ONE MOUNTED BOTTOM 10'-0" ABOVE 11. PIPE EXPANSION LOOPS 3'-0" X 6' .0", I e 10 II 10"R B" 2�i 242 FINISHED FLOOR, ONE MOUNTED BOTTOM 2'-0" ABOVE FINISHCD �`�' I rp lo'.1or-I� ` U 5 SECOND FLOOR ' FLOOR. INSTALL 5'-0" X 2#-0LER. AUTO-CONTROL DAMPERS 12. CONTROL VALVE ON THIS BOX REHEAT COIL TO BE THREE-WA% ' ASSOCIATED WITH EACH BOILER. 4. TEMPERATURE CONTROL AIR COMPRESSOR AND DRYER. 13. FUEL OIL HEADER. REFER .'O BOILER FUEL OIL PIPING 201F �-loo 241 /�� " HVAC PIAN SCHEMATIC ON SHEET H-3 FOR CONTINUATION. ,61-Io".IO' ? 5. INSTALL CONFERENCE ROOM EXHAUST FAN IN THIS ROOM. REFER TO 14, 8'-0" WIDE SERVICE CORRIDOR BETWEEN AIR HANDLERS WITk4 ACCESS DETAIL ON SHEET H-3 FOR FAN CONFIGURATION. DOOR PROVIDED BY AIR HANDLER MANUFACTURER. (TYP. of^ 4) 6. 1" HEATING WATER SUPPLY AND RETURN DOWN TO FIRST FLOOR. � � 15. RETURN FAN VARIABLE SPEED DRIVES TO RE' L'OCATED WITHIN AIR '�``�-1O'C M.aAaaoc:latos �Z HANDLER SERVICE PLENUM. DRIVES FURNISHED BY HVAC CONTRACTOR. 2� Williamsilliam TINe tN01NtR�:i DRAWN BY: DAi'E Z. ALL DUCTWORK ON THF EXHAUST SYSTEM EQR [r-2 TO HE ALUMINUM coLUNeIn w�a 9-`18-'88 CONSTRUt`TION WITH WArMTIGNT-JOINTS. Ido-401-I�_... L Vw 16. SUPPLY FAN VARIABLE SPEED DRIVES TO BE LOCATED WITHIN t,$mto .. cHE:ckEb BY: JOB NUM AIR HANDIER SERVICE PLENUM. DRIVES FURNISHED BY tf►o►"a'� ot- !1BER: A. AVOID ROUTINE DUCTWORK DR PIPING ABOVE ELECTRICAL OR HVAC CONTRACTOR. S E C O N D FLOOR H V A C P t 1-V4-C, P 2 8 8 3 n 1 TELEPHONE ROOMS. LAN �� \, '� I DRAWN •Y 10 IMp(pOI/!Mp a Aw001n[sPc 17. HORIZONTA! PROJECTION UNIT I,r.ATER IN AIR HANDLER 9EkVIf,E . • - V 9. Is" BOUND YEN OFF BOILER AND THROUGH ROOF. FURNISH AND PLENUM (HEATER SIMILAR TO THOSE [N MECHANICAL ROOM) . RUN `""7, J+i 1tM,ALL R1aRlR�MD 3/4" PIPES UP THROUGH SERVICE PLENUM FROPF-?ECM FLOOR SCALE: 1 /8" :: 1 "-A" � cNtr,Rto e� 2ta�a � ._ WITH , ALL CONE FLASHING, STORM COLLAR AND RAIN CAP. 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III IIII III111iI1 (IIIIIII II1111 !1111lII 111111111111111111 1 III IIIIIIIII IIIIIIIIIIIIIII ►J11'IIIIIII IIII IIIIIIIII IIIIII111111�Ihiii�Illlliil llllll�IIIIIIrIIII,IIIIIIIII IIIIIIIII IIIII�IIII��I�I�I�I��uhlil IIIIIIIIIIIIIIIIIi�IIIIIIIII IIIIIIIIiI11M ' JUNE J990- Y - ..0 ..r. :_....y w•rrn •n..w.w.wm..,nnr++lr.rw...rir.ww..........a.« •nrn.....•w...r••M."rw.wa•r'4,cwMwawY.YYWY�►51�IcdhNY�Y+AWtlMUI'..wr"rab:/6..._..... .. ...r. 1 rw,.1A' .... , .,r• _ __ _—.—_ ____ . .._._. —_ HIMr1�_v�,�.r .. ,•:. .._ .. -.. e.._ ._ ___ _ ._..--. ...-... _. _, ,. __ +w-may„ r, .•!r +...... .... ». ..,. Y � J LINEN I� K IO" DUG'[ 1,V/MINIMUM -V\VO 90'ELL.FnvS (715G1HAfL[a� r0 Gi=1LIN4 PLANUM HVAC,. 60tIT'zTo 15-0mwerT I tZUN TO (3o I i.-V-r V-00m. OV,IP, C�*-Tall OW-NIS:, T LINED 18 r 10 DUG'( I I I � �L�G• GON1'�. MINIMl�M oNl= � X.G4hlN I 'Orz DONT, of, WA1'*-�rz 47uT1,6T f90Vl12efl _ x� 5HIPPINU 6 <,E,GUrZIT�( t � To 5l-i,. I4-I p>Y �'L(34. GoNrfz - l- I -- --I - --+ /'IIII 9x; �CIsGaIVINl+1 C)FFIGE GH GC-1G 2G�IVII.ICgLgG. �y C��N, (LM. II vaTTEr7Y' f2 M. —"I I I (at1N rGY, ofz 10M I I ___-.-- SUPt'oraT PIP8.6 �fzOM GIR-AD>� I e I I I - CTY o>✓ 3� N1�T rz $ 2r;GT uLa-rotZ B L-0 `� I ( I % IL I IN�ALLBU IIIII 1I 11 la..' MIN• � I I PJ'( Gas GO MPAa.N Y - \'J J1 N I GI+N G2>ir'1 Psi>o -_I VALVE f�L11�4r lu I I I I TfcA►-i9Fo1zM�2 i-LANGIE FofL E LE-G• GnN-�A 1 CA6G✓ MAIN !'2e�- 0%1 60ZA17V 14'IPIN� To 4�-OTurze L•oas�Ll oNCPa�ofloGK. ' MII 0 5TClNYl"L1J I U CONFERENCE ROOM FAN DETAIL 1CqA7AMaIIIIII �GfOIPN><�-fzsem.�T-�oTS+FI;LGLI27;Z-[ % I NO SCALE fl ( Oooi- N I Fi.0 I lZ I f, �� �I�II I II I T �s1r1 jr y?t;ralLg _ IIII III ✓N 5l BETS ;-I.4 � J-4•� r -� - _ -I �- -T- -� �I _I I I_ ! I I I D - -- — _ J o IIII ---- -- i I LObaTIDN O� �uTtllz;✓ 1 I I 1 I I I p 1 -fL I D u oTI I LL 0 0 0 1 1 N GL L1tx ry (W T4-41r;, I I I I I I 1 20Jt✓GT - — L _ J L _ _J _�- - 1� Uh�j7Et2tg20UNfJ FUe-L. OIL- low IL dAPP2o�. l.o6A�IoN of:- I-II PIPING PAY" f'LP�r�• GvN 1'1Z. - - t3Y r:L Gor-ITS . �- 1 0- ! - 1 J BACK PRESSURE REGULATING VALVE SET E 2 PSI. -- - --- - PRESSURE GAUGE W/ 1/4` GAUGE COCK NOTE: (0-30 PSI) HVAC CONTRACTOR TO PROVIDE BOILER FUEL OIL PUMP, PUMP TO BE LOCATED IN PUMP PIT LOCATED ADJACENT TO STORAGE TANK, INSTALLATION OF PUMP BY CIRCULATION OIL TANK PLUMBING CONTRACTOR. PARTIAL SITE UTILITY PLAN � — -- - -- - (4` PIPE x 3' HIGH) BOILER 01 BOILER N2 SCALE: 1 / 8" = V-0" NO DATE PURPOSE 3/4•� REVISIONS FOR , FDA ��rcvlc>~ PLANUM WALL UNIT ML�NU�ACrU�fZ 'I'O FUrz.fJ15H UNIT 51-4ALL P� N1ANU�=AGTUQ£f� '— I] OA. IN-r1aKe- LDUVI;V- W/AoTo, Q�-rL)ew A,UT0-GoN-(`rc'OL AN Ro-O \V117�. 5 V LGE QL�NUM -Io QtZoY1rJ�_ SGG�C�Z (O Operations r,0mT20L- PA-N1P7:12 17AP ME.125 V--AL 44 ISLIEL7 PlP/T�V��N blt�' 1 F4NL71.�25. 1 .F-f �✓�G[ Ic�J►-1 c ♦✓U21J I5+{>✓L7 W/UNIT ,V/ UN IT . Center f o r : FDS �� FOS 2nd FLR. FI LT>;SZ�i PLUC,1 1VP� 5Ta4�lfr/�tzal�ot=A,►.► Key P a c 1 f 1 C Go1L9 \Y t7 1 PLU41T'YP� (/ �� � Services Corp . ��sa¢vIC.�- QLa✓►Junn WALL tz>✓-(ulzN F,A►.I - n ,--""'vl.lt-�.�-azarz waT�Tz. ��``� �- > �\ I I �, C,7N�LJ✓c LJIJ Tigard, Oregon METAL PLATE OIL FILTER (TYP. OF 2). ML:94✓ I.oUVE;V_w/aUTo > I I E /aPo2AT1�/E LJ Devolo er• BOLTED TO FLR. - P CAP FUEL OIL PIPING GON"rt2AOL I�Q.MP?i.1Z -, � �( I I m I 1 ��-'�"ID�N��re- FUSIBLE SHUTOFF ADJACENT TO BURNER. ; U—Vv- IIS"V-P W UNIT-- —� VALVE (TYP.), DO NOT MAKE FINAL _JI 1 } 1 1 I I I I Westwood Corporation NOTE: CONNECTION TO BURNER. 141 "IC,H rQUIP 61.)fz5 1 � I 1 I I I \ I 1 3030 S.W. Moody Avenue 1' FOS & R PIPES TO FUEL OIL. BOILERS TO BE INITIALLY UIZNIS+ �D A,1124! _.��-� \ �_` 1 I ( Portland, Oregon 97201 FUEL OIL PIPES IN OPERATED ON GAS. PROVIDE PIPING 1-4aNDLa✓fL• I > 1� I I 1�-LJ 503/222-2000 II GENERATLiR ROOM. AS SHOWN FOR FUTURE USE OF OIL. I 1J c�" GONG. GUIZB SY I I Architect: BOILER FUEL OIL PIPING SCHEMATIC Mackenzle/Salto do Associates P.C. - --- ---- -- -- QUle(.I N 0690 S.W. Bancroft Street 21°fT �P I 1 21 pE$P f U2L1 N —---_—_ 31 x 'z ti Portland, Oregon 97201 r--I ftpr�Yo503/224-9570 — 1�� Structural Engineer: (� (Y e&x ")d L I N ✓✓ _� --J — 3 - es -c} -- — Mackenzie Engineering Inc. r1�M* "<30" Po90a d`y OB gon ncro9t7201eet INSTALL $ELLM00TH FITTINUr �AGoU�3tIG GEILINCq 503/224--9`60 AT�1�pt1 (1iP) I(3tf PL uM TO A-IM F flop GH �,UQP Y L'7UGT . �R ER ��° C� 0A 06 9i r�oT Mech Plurnb/Elec Engineer: ►1rA1241I 1 AN 2a L5 MIIOLa2 F A•ItZ I}ANT�LI:iZ QO>< �11 SUQPLti' A11P- Ql-•-h1UM. -- / PP 46- CO H.A. Williams Associates f Co. N,t rz LiN4r-sz $ 2° Consultlng Engineers THIGK A,GOUrj1"IGAL INSULATION . 980 West Henderson Road Columbus, Ohio 43220 1 614/451 -1711 B6.1 1F 1�6y Landscape Architect: P�,E�G� 6 H•� SECTION Muruse Associates ra-\ SCALE : 1 / 4" = I '-0" 1300 N.W. Northrup Oortland Ore�A 503/241�11477on 97209 I o-y SSP TYPICAL CONNECTIONS OF MAINFRAME COOLING HOSES HVAC DETAILS #0007i _ H.A.Williams Associates �,� CONSULTING ENGINEFAS COLUMBUS o11Io vl4 q-51 1711 DRAWN BY: 9_26_88 DATE: F�(D rnn,F DESIGNED By DNE�71Ssb t g �«-.FFA' CHECKED BY: JOB NUMBER: / 4, _-DaAWN Br P288301 2 t b 3 01 AL`i Wn p°r`��A tNEtnED Br or H� 3 II EL L +DJ k.�\V Nrim � r �IM1,[N a OF 5 11111011-110 III III III III III 111 III I I III III IIII I III III III III 111 III III I 1111 fll'!II I I III I I III I I III III III I I I I I IIII III I�I III Il I I I 1 I I �� I I 1 �1I _ Jj 1 I-II IIII(III-I1111 1_11!_ III 111-j1r1 11 NOTE; IF THIS MICROFILMED DRAWING 1S LESS CLEAR THAN ----�- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL — 1 DRAWING. III IIIiIIIIIIII IiI�IIIII illlll�ii i��Il�lli iII�III�i IiI�IIII� IiI�II�I� IiIIIII�II�i�II�IIi.IiIIIIIII iIIII�i�i i�IIIIIIII`��)rJ,li i�III1III IIIIIIIII iIIIIIIHI�iulllll imlllil11i11 Illilillllll�i��IIII�►1IiIIIII IIiIIII,IIIiiIIIIIII IiI11ilII Iiillll�l IiIIIII►I IIIIIIIII Iilllllil mill r � JUNE � ' , 1990 \J r EN1 AlR� � �f0•f.Of y G1 URE ` GAppG GGI(Of SUp Sfp11 ARGE GA JG 1 ENO ffAG�oNCREOCAN �� a1yp1�A� A THERMOMETER, A Al RANGE 30' TO 240'F 3/4' PRV MI5 Rf 5 1 30'0 x 62'L EXPANSION TANK (TYP) - \ SET Q 20 PSI. IN ANP AND DAMPER W/ GAUGE CLASS, 175 GAL. LAP. \ Si1GNSUPPORT W/ 3/81 7(7(71J'� TRAPEZE HANGERS, 0 RODS 6 `\ V Si��SN O \� PETE'S PLUG CONDUCTIVITY DISCH, cTYP. OF 2) CONN. TO C.w. VACUUM RELIEF. RU 5 DV (TYP,) PIPE TO DUMP INTO SEE ETHVA CHT PING SCHEM• OUTLET BY COOLER SUMP FOR CONTINUATION, 3/4_- 3/4' _ 3 4, PLBG. CONTR. I AfipNLIr.OFr __ -- - f GAG• — - BIN SH r 5 A GR10 GALAN�6 h1PIN - - SPRAY PUMP HTG. SUPPLY 3/4' 10 F.D. 1 1/4� CW BVALdE, CONTROL SENSOR TO SYSTEM. --� 3/4' dA v 1/2' - 6. .� 34 _ 4 4— ---; i v { A�dEfER 1, -< 11) UJ PITCH 4. TEMP. CONTROL 3/4' 1' FAN DISCH. DPR. 3 SENSOR. ADJUER9r��) Z, ORAIN� PDAp C(-❑SED CIRCUIT CONTROL SENSOR - HTG. RETURN SC LQU� /� V�FI� FLUID COOLER -1" �01' `_ ~ -q. FROM SYSTEM. �\ f/ ``` 1 1/2'CW MAKEUP 3._ I �-4' NOJl1 ' � � � CONDUCTIVITY . G� ) SENSOR CHEM. TREATMENT LINE. � S � I I 3�4 1 / �� G (fYp 2' EXTEND TO CHEM. TREAT- HOT 3/4• SOLENOID MENT CENTER IN lEFFj[iz ? �_.���1�� RNGsf A l fE s p�U SPRE P PED) BLEED VALVE �- MECH. RM. (TYP. EA. COOLER) 9 I D I ( VENT cTYP•) CUT-OFF D DRALOW IN TO E p A L PIPE SAME I I F.D. - - - Q `__� 1/4' BLEED TAP W/ I NO P-1 EXCEPT I 1 GAUGE COCK /GRAiPE ( NO SHOT FEEDER J �F I I I i BALL VALVE CONCRETE OR STEEL EXTEND TO NEAREST / HORIZONTAL PROJECTION SUPPORT BEAM BY CATCH BASIN, HVAC CONTR. / f UNIT HEATER PIPING 1. PIPING FOR FLUID COOLER 3. PITCH ALL CW PIP]NG TO � FDR. C / r L N2 SAME DRAIN AS SHOWN / I 2. CROSS HATCHING ON PIPING 4. ARRANGE PIPING CONN'S D DENOTES HEAT TRACING BY AT COOLER AS SHOWN, ELEC. CON7R, 3/4' TO F.D. P-1 ]BOILER #2 11/4• TO F.D. ALT. GAUGE W/ 1/4' PIPE SAMErFULL ILER #1 - - - F L U I D COOLER PIPING DETAIL 4' CONC. PAD BY GAUGE COCKS, RANGE AS BOILER M1 MBH INPUT. HVAC CONTR• 0 TO 200 FT, MBH NET IBR _ PUT. 4' CONC. PAD (T PIPE SUPPORT BY HTG, CONTR• (TYP.) ALVE 1N ASME RELIEF VIPE SET 2 50 PSI EXTEND DISCH, SIZE TO 6' AB. • T TEE. _ -- BOILER PIPING DETAIL NO DATE PURPOSE REVISIONS PRINTER, TAPE & ASS❑CIATE / CPU ROOM A/C UNITS CPU ROOM CPU ROOM lJF) ROOM. - EN TW❑RK R❑❑M Operations ROOM A/C UN_ _ A/C UNITS UN A/ UN - '�_— �-- �- UPS ROOM A/C UNIT / SSU IT __C IT A/C UNITS Center for : - Key acif is TYPICAL Services C o r A/C UNITr� • Y 2 1/2' VALVES FOR Tigard, Oregon ,- FUTURE CONN, REFER TO FLOOR PLANS FOR EXACT NUMBER Developer: AND LOCATION. Westwood Corporation 3030 S.W. Moody Avenue --REFER TO DETAIL ON SHT, Portland, Oregon 97201 4' VALVES FOR n n 2 1/2' (TYP)-\\ I I I n n I �YP?,`� I I H-5 FOR VALVE REQUIREMENTS � 503/222-2000 I I I 1 I I I n n n n n FI ON COMPUTER RM. UNITS ,. FUTURE EXPANSION 1 r - I n n �� I I 6• I I I I I I I I Gs � � I I Architect: I GS Gs I I I I —1— —,,J,— _LGS G` Mackenzie/Salto do Associates P.C. GR �— —.L .,__L__.�J _L— — �_--L 0690 S.W. Bancroft Street . — GR --- -�---_--� r _GR _GR �,_ '_ � Portland, Oregon 97201 4' 6 6' 6. _---- Y T503/224--9570 Structural En lnes I I I r: VACUUM RELIEF----,,,",_,, 3 4' 1 1 1 Mackenzie Engineering Inc. 0690 S.W. Bancroft Street Portland, Oregon 97201 24'0x65'L LAS,..EYPA120 TANK ^ 503/224-9560 • W/GAUGE GLAS.�. 120 GAL. i;AP. '� � - � I � SUPPORT WITH '/8' ROD AND -�, 6, _�' TRAPEZE HANGERS. LO mbElec Engineer: 1 �r-THERMOMETER I / / p B' BLIND FLANGES MOCKPludr--- CIT RANGE 0' TO 120•F. H.A. Williams AseOClClte• FOR PIPING D G" 151JTtF-k'.1=1.Y VPLU>iy (TYP)FUTURE FLUID COOLERS - W/tswh� COneulting Engineer• C T BY HVAC. 3/4' RELIEF VALVECONTRACTOR 98U West Nenderson Road CONN. Tp 2' 3/4. 10 F.D. SET AT 125 PSI PROVIDED B. SIZED FOR Columbus, Ohio 43220 PLBG. CONTR. 4( MAXI�d TYP0,00F0 2)TU/HR 614/451 -1711 �-PIPE TO CONN, PROVIDED �10'--- �� CWBY PLBG. CONTR. IN MECH. RMC�TLandscape Architect: 6.- GR }���_—��.����� GR - J EXTEND DISCHARGE SORTER ROOM 6, 45 TO 6' ABOVE FLR. A/C UNITS -� 1 MurOse Associates i GS 10- 0" (TYPICAL) EW - \ 1300 N.W. Northrup 2' 6' cw>L� 6' 6'-N c -- - a„!Sl)TIE2!"LY 2 V2' VALVES FOR 1 Portland Ore on 97209 V l N W FUTURE CONN. REFER / 2' NSTALLEONR "AIyG� 'OIp TO PLANS FOR EXACT I 503 242117 t?101- GW � NUMBER AND LOCATION H�•f � PUMP P-3-� ! F`I.JTUI� 1 • REFER TO FLUID COOLERFIRST FLOOR 1 PIPING DETAIL ON THIS L SHT, FOR VALVE 1 ]/? REQUIREMENTS ON FLUID C� I •' COOLERS no no T • I ( r-GRADE I �D D z 1,z• ( -1_ n I '•✓rr•:``� ^V�' C.I��oi� -- I l/ 1-4- Tit wGha GR•�— " 1 •' \`-- FLUID COOLER -FOR PIPING To `-- FLUID COOLER --%� P-3 P-4 P-5 --_-- (TYP) FUTURE FLUID FUTURE MAN. STANDBY 3/4' TO F.D. COOLERS ALTITUDE GAUGE W/ 1/4' (TYP. OF 3) GAUGE COCKS. RANGE /� 0-200 FT, (TYP.) HVAC A C P I P I 1�A' C SCHEMATIC_ & DETAILS t rt COMPUTER ROOM PIPING SCHEMATIC #� ` H.A Williams Associates CONSULTING ENGINEF.NS DRAWN BY: DATE: COLUMBUS OHIO 61�_ 4r t_ 8-28-88 '. �.,, Myfte G 5 LOX-FEY EP*.0PF1 F DES10H(o 6r CHECKED BY: JOB NUMBER: 14,104 i DRAWN By P288301 C1441;Klo By ��tL L roo NL1 OF 5 _ -- II111I1 (IIIIII (IIIIII Illll I Illllll Illi'( I Illllll Illllll II!lill �IlllII (IIIIII VIII Iillillll III I Illllll lull I VIII I Illll I IIIII�!�IIII! I Illllll Illllll�lllllll VIII I NOTE: IF THIS MICROFILMED 1 DRAMING IS LESS CLEAR THAN -'- _-- -- - ---.-- _ THIS NOTICE, IT IS DI;E TO F THE QUALITY OF THE ORIGINALI-DRAMINI . lilI iiu llIIiiIIllIuillii� Iiiii� lillllluiillllll�IiN,ii lllll�i iltlil�Il lilllllli i�illlill iI�III,II i!IIIIII liulllll Iillliluilillluulliulilll Ijrv., Il�Ilililllllll ill►iiii� r JUNE , 1990 GENERAL NO -FES PUMP SCHEDULE FAN SCHEDULE MANUFACTURER", MODEL NUMBER BASED ON PEERLESS UNLESS OTHERWISE NOTED KEY: CENT.-CENTRIFUGAL PRiiP-PROPELLER; F.C,-FORWARD CURVED! B.1-BACKWARD INCLINE! &D.-STAR DELTA 1. PIPING AND DUCT LAYOUT 1S ONLY SCFIEMATIC, EXACT LOCATION OF PIPES AND DUCTS TO BE COORDINATED AF.-AIR FOIL; ATL ACRGSS THE LINF; PW-PART WINDINGI AT.-AUTO TRANSFPRMER DAMPER DRIVE ON JOB WITH BUILDING STRUCTURE, AND WORK OF OTHER CONTRACTORS - --- --- _ -- KEY: CC-CLOSE COUPLED END SUCTION; F.C.-FLEXIBLE COUPLED END SUCTION! A.T.L.-ACROSS THE LINE @ �� r w r r $ FAN MFGP. FAN VHF'L TO[AL TiP OUTLET MAX VOLT TYPE ~ �F J U H.S.C.-FLEXIBLE COUPLED HORIZONTAL SPLIT CASE! LL,-IN LINE! P.W.-PART WINDINGI S.D.--STAR DELTA; LOCATION FUNCTION MOpEI_ TYRE CFM SF RPM SPEED VELOC!'[Y SOUND MOTOR BHP MiJTUR > �< �s REMARKS 2. SJF,'URI ALL STEEL PIPE AT INTERVALS OF NOT MORE THAN 10 FT., COPPER PIPE AT 8 FT. A.T.-AUT❑ TRANSFORMER NO TYPE H.P REO'D ❑w NUMBER 6 SIZE 'W.0 F.P.M. F,P,M RATING PHASE STARTING w i d Q) q 3. RUN ALL WATER SUPPLY AND RETURN MAINS LEVEL UNLESS OTHERWISL NOTED PUMP MF GR. EFF SUCT. DISCH. MOTOR BNP ET' I ROOF _ VOLT TYPE 701LET GB-10 ROOF 10' B.I. 660 3%8' 1108 3228 --- 5.6 1/4 0.08 --- NO FUNCTION LOCATION MODEL TYPE GPM F1 Ill) % SIZE SIZE H.P. REQ'D MOTOR REMARKS 11) EXHAUSTI EXHAUSTER 120 1 • • NUMBER PHASE STARTING - 4 RUNOUTS TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT 45', PITCH DOWN TO UNITS - TOILET ROOF 120 • • HEATING ROOM SERIES F EF 11 ROOF GB-7 7' B.1. 165 3/8' 1375 400`i --- 7.8 1/4 0.08 RUNOUT$ TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT 45', PITCH UP TO UNITS. P o FC 90 SS 7J a /2' 2' 3 ].8 460 A.T,L PARALLEL ,+ EXHAUST EXHAUSTER I _ PITCH -1' IN 10 FT. WATER 220D TYPE 820A 3 OPERATION ` ---TOILET ROOF 120 • S HEATING ROOM SERIES F 460 PARALLEL EF-3 ROOF i7 EXHAUST 0-60 EXHAUSTER 6' B.I. 120 I/4' ;550 3297 - 37 160 0.16 1 - 5. RUN ALL DRAINS LINES INDIRECT TO NEAREST FLOOR DRAIN. P-2 WATER 220E TYPE 820A F L 90 55 73 2 ]/2' 2' 3 l8 3 ATL. OPERATION - - -- TOILET ROOF 2n CONDENSER ROOM TYPE 460 EF-4 ROOF GB-9 9' B1 630 1/2' 14'0 4280 - 8:3 1!4 0.16 6. INSTALL AIR VENTS AS INDICATED ON ALL UP-FEED HOT WATER HEATING UNITS. P-3 HS.0 450 90 77 6' 6' 20 135 3 AT.L OPERATING S EXHAUST EXHAUSTER I WATER 104 6AD11 1/2 ---- -- - - BATTERY ROOM � INLINE , 120 . • EF-5 BSQ-L 1�' B l 10x5 1/2' 1408 a:i77 - 13 3 1/a 0.19 -- $ P-4 CONDENSER ROOM TYPE HSC 450 90 77 h' 6' 20 13.5 460 A.T.L. STANDBY RM. EXHAUST (LARGE) l 7. INSTALL AIR VENT., Al HIGH POINTS OF THF YSTEM, AS SHOWN ON THE DRAWINGS AND AS REQUIRED WATER IOa 6AD11 1/2 3 - -- - - --- ---FOR PROPER AIR VENTING OF THE SYSTEM. CHECK ELEC RM 480 CONDENSER ROOM TYPE 460 EF-6 RECEIVING VENTILATION BSO-24 (LARGE) 24' B1. 5423 3/8' 655 4201 --- 12,8 1 0-78 3 ATL + 0 P-5 H.S.C. 450 5U 77 6' 6' 20 13.5 3 A T.L. OPERATING WATER 104 6AD11 1/2 _ --- — 8. INSTALL WATER BALAN(1NG DEVICES ON ALL HUT WATER HEATING UNITS. THRU CONFERENCE INLINE 320 120 FURNISH EACH FAN ViKING 50 1L0 ROOMS VENTILATION CSP-60 (SMALL_) 760 1/4' 1050 --- - 46 -- W/SPD_ CONTROLLER P-6 FUEL. OIL F'UMP P11 F4320 "- i 1/2 psi - 3/8' 3/8' 1/4 t -- OPERATING F- WATTS 1 EF 14 ABOVE ELEC ROOM 8' B.1 50 3/8" 1627 3408 -- 142 1/4 0.18 9 MOUNT CABINET UNIT I-EATERS WITH BOTTOM 8' ABOVE FLOOR, UNLESS OTHERWISE NOTED - CEILING/C VENT ➢SGT-B (LARGE) 120 ___ • • EF-15 FF-16 ABOVE ELEC. ROHM INLINE 120 / lU .Ufi`2DINATE EXACT LOCATION OF DUCT RiSERS IN PIPE SPACES WITH PLUMBING STACKS BY PLUMBING EF617 CEILING IL VENT BSQ-8 (LARGE) 8' B1. 400 3/8' 1360 2848 10,8 l/4 O,ll 1 _11,TRACTOR. - - __L I1. CAULK SPACE BETWEEN SLEEVES AND DUCTS AND PIPES WHERE DUCTS AND PIPES PASS THROUGH WALL (D CFM INCLUDES AN ADDITIONAL 107, FOR FAN RATING WITH DUCTWORK 0 ALL FANS BASED ON GREENCHECK UNLESS OTHERWISE NOTED. OF R.A. SHAFTS. CAULKING TO BE AIRTIGHT, 1�. ALL DUCTS AND PIPES ABOVE CEILING UNLESS OTHERWISE NOTED. 13. OPENINGS THROUGH OUTSIDE WALL ANO LINTELS FOR LOUVERS BY GENERA!. CONTRACTOR, WEATHERTIGHT MECHANICAL SYMBOLS— MECHANICAL ABBREVIATIONS- SETTING OF LOUVERS BY HEATING CONTRACTOR. ---A— AIR LINE -----�--- PIPE FLANGES AD. ABOVE H.B. HOSE BIBB -COMB- LOMBINED SEWER -- - _ ---- PIPE GUIDE A.D. ACCESS DOOR HTR, HEATER TYPE OF OUTLET _-_.___-. _. A - 8 - 300 -►— --.-- AIR QUANTITY IN C.F.M 14. OPENINGS THROUGH ROOF BY GENERAL CONTRACTOR. FURNISHING AND SETTING OF PREFABRICATED CURBS _ -- � (DIFF. 6 REG. ONLY) AND FANS BY HEATING CONTRACTOR. -COND - LOW PRESSURE CONDENSATE —4+---- PIPE UNiON A.FF. ABOVE FINISHED FLOOR HTG, HEATING SIZE ❑F ✓ _ -CPD CONDENSATE PUMP DISCHARGE FLEXIBLE PIPE CONNECTION APPROX. APPROXIMATELY H L A/C HEATING L AIR CONDITIONING AIR C,�iJANTITY SIZE ❑F OUTLET ��' --- --� VAV BOX �� SUPPLY CF-M, (NECK SIi.E DIAMETER 15. OFFSET DUCTS INTO JOIST SPACE FOR CLEARANCE WHERE SPACE ABOVE CEILING IS NOT SUFFICIENT FOR --CR-- CONDENSER WATER RETURN --{�I�� - FLEXIBLE DUCT AUTO, CONT AUTOMATIC CONTROL INV ELEV INVERT ELEVATION (INLET DIA.) FOR P.IFFUSEP.S) --/ DUCTS TO CROSS OTHER DUCTS OR WORK OF OTHER CONTRACTORS -� / _CS— CONDENSER WATER SUPPLY ----�---- CONCENTRIC REDUCER BTM. BOTTOM �. R. JANITORS RECEPTOR 350 --CW--'- DOMESTIC COLD WATER LINE - ECCENTRIC REDUCER BLDG. BL' .DING LAV. LAVATORY w TYPE T- DESCRIPTION 16, NOTIFY GENERAL CONTRACTOR OF SiZE AND LOCATION OF ALL RECESSES AND OPENINGS REQUIRED FOR ---CWR- CHILLED WATER RETURN I�}-I TEE WITH NIPPLE 6 CAP CAB. CABINET MAN. DPR MANUAL DAMPER Y - HEATING WORK. -CWS- CHILLED WATER SUPPLY { PLUGGED TEE CAP CAPACITY M. H. MANHOLE MAX, ALLOWANCE 50 A ?4',•24' LAY-IN SUPPLY DIFFUSER 17. INSTALL BALANCING DAMPERS AND SPLITTER DAMPERS AS SHOWN AND AS REQUIRED FOR PROPER —D— DRAIN LINE 171 Y-1YPE STRAINER CB CATCH BASIN MFR MANOFACIURER AIRBORNE SOUND DUCT IS SAME BALANCING OF AIR HANDLING SYSTEMS. ---F'--- FIRE PROTECTION LINE .�M• - PETE'S PLUG CI CAST IRON MECH. MECHANICAL LEVEL (NC) BASED - / _ SIZE AS BOX ➢ LAY-IN RETURN/EXHAUST REGISTER (24'x24' UNLESS NOTED OTHERk]SE) -FOG- FUEL OIL GAGE LINE (;Q GAGE COCK CLG, CEILING M. A MIXED AIR ON 10 dB ROOM % INLET DIA. 18. CROSS-HATCHED ,DUCT TO BE LINED WITH 1' THICK COATED GLASS FIBER INSULATION. DUCT DIMENSION FOR FUEL OIL RETURN lel COMB. BALANCE 6 STOP VALVE CONIC CONCRETE MTD MOUNTED ATTENUATION, 5'-0° C LAY-IN RETURN GRILLE (24'x24' UNLESS NOTED 7THERW]SE) - - - - -- - -- GIVEN IS ACTUAL INSIDE OPENING AFTER INSULATION IS APPLIED AND SHALL NOT BE SMALLER r UNLESS -FLS- FUEL OIL SUPPLY I BALL VALVE C.O. CLEAN OUT NOM. NOMINAL OF LINED DUCT, OTHERWISE D SURFACE MOUNTED RETURN/EXHAUST REGISTER ---G-- GAS LiNE (�Q GATE VALVE (SCREWED BODY) CONN, CONNECT OA. OUTSIDE AIR I--1/2' INLET NOTED -- 19. PROVIDE AIRTIGHT ACCESS DOORS 1N DUCTS ADJACENT TO ALL AUTOMATIC DAMPERS AND TEMPERATURE - HCR- HOT / CHILLED WATER RETURN 0<1 BALANCE FITTING CONTR. CONTRACTOR PLBG PLUMBING STATIC PRESSURE, E SURFACE MOUNTED SUPPLY AiR REGISTER CONTROL DEVICES. —F;CQ-- HG7 / GRILLE➢ WATER SUPPLY � DRAIN VALVE WITH HOSE END CONT. CONTINUATION PRFSS. PRESSURE —HG-'- HOT GAS LINE LzJ GLOBE VALVE CONY. CONVECTOR P.R.V PRESSURE REDUCING VALVE F SURFACE MOUNTED SUPPLY DIFFUSER 20. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF D]FFUS��S, GRILLES, ETC. - - --- --- -HW- DOMESTIC HOT WATER LINE GATE VALVE (FLANGED BODY) COORD. COORDINATE PROP. PROPELLER G ALUMINUM SURFACE MOUNTED RETURN/EXITAUST REGISTER �--HWR-'�' DOMESTIC HOT WATER RETURN AUTO CONTROL VALVE DfL DETAIL REG. REGISTER -- - 21. 'AUTO-CONTROL' DAMPERS ARE TO BE PROViDED BY THE TEMPERATURE CONTROL CONTRACTOR ALL OTHER LIUUID LINE SOLENOID VALVE ll1A DIAMETER RHC, REHEAT COIL DAMPERS INCLUDING 'MOTORIZED DAMPERS' ARE TO BE PROVIDED BY THE HEATING CONTRACTOR. -LIQ - H LINEAR DIFFUSER FURNISHED WITH METAL CEILING BY OTHERS —LPS-- LOW PRESSURE STEAM h,I CHECK VALVE DIFF. DIFFUSER REDD. REQUIRED �SAN�' SANITARY LINE IQI GAS COCK OR BALANCE VALVE DISCH DISCHARGE REL., RELIEF J SURFACE MOUNTED RETURN/EXHAUST GRILLE - �STM� STORM LINE BUTTERFLY VALVE DN. DOWN R.A, RETURN AIR -- -- --- ---- - -SUCT- SUCTION LINE � FLOOR OR AREA DRAIN L',S. DOWNSPOUT RD ROOF DRAIN —TW— DOMESTIC TEMPERED WATER 0 ,THERMOSTAT ELEC- ELECTRICAL RM. ROOM — NU DATE PURPOSE —V-- VENT LINE THERMOMETER E.W.L. ELECTRIC WATER COOLER SCHED SCHEDULE _ —W-- WATER SERVICE LINE ® CURB BOX 6 VALVE CLEM. ELEMENT S.D- SHOWER DRAIN EQUIPMENT N ❑ TES REVISIONS - 180' _ DOMESTIC 180'F WATER e CONNECT TO EXISTINL; ELEV. ELEVATION SHT,MTL. SHEET METAL -- -- 0 - RETURN RISER a THRU FLOOR AS SHOWN EXH EXHAUST SH SHOWER COMPUTER ROOM AIR CONDITIONING ur]tl COMPUTE MA NFRAME ,�OOLIN� L o p e r �.t i o n s C}� - SUPPLY RISER I/SH. JANITOR OR SHOWER TRIM EXIST, EXISTING S.L SURFACE INLET AIR HANDLERS AH-I AND AH-2i t Jj AC-1, AC-2, AC-6, AC-11 THRU AC-14 CSU-1 (DUAL MODULE SYSTEM) Center /^� ----e- PENDANT TYPE SPRINKLER HEAD O STACK LETTER FT. HD. FEET OF HEAD SS SERVICE SINK V e n t e r for . C�- UPRIGHT TYPE SPRINKLER HEAD 10 RISER NUMBER FIN RAD. FINNED RADIATION S.A SUPPLY AIR UNIT TO BE MAMMOTH TYPE MPS WITH THE FOLLOWING COMPONENTS: LIEBERT MODEL #FE 240G, 207.1 MBH TOTAL ZOOLING, 192.4 MBH SENSIBLE LIEBERT MODEL OCD204L DUAL MODULE, 99 MBH TOTAL COOLING PER EVAPORATIVE CONDENSER: COOLING, 72'F, OB, 60'F WB, 50% R.H. ROOM, 4 ROW, 22.2 SO, FT, COIL, MODULE, 24 GPM SUPPLY PER MODULE, 52'F LEAVING MODULE, 24 GPM Pacific(}�--- P-TRAP (PLAN VIEW) H6C HEATING 6 COOLING UNIT F. DPR. FIRE DAMPER S 6 R SUPPLY 6 RETURN MODEL ECIdt C12 FRAME D WITH LUAL RECIPROCATING COMPRESSORS, 67 GPM GLYCOL FROM 85'F. TO 95'F., 464 FT. P.D., 10,200 CFM AT 5' SUPPLY TEMP„ G5,6 FLA, 460", 3 PHASE. PROVIDE UNiT WITH 60 FT. e F a�c �f i�� TOTAL COOLING CAPACITY 811 MBH, SENSIBLE COOLING CAPACITY E.S.P„ 75 HP MOTOR, 30 KW REHEAT COIL, 22.1 LBS/HP, 9.6 KW INFRARED HOSE KIT FOR QUICK CONNECT TO MAINFRAME. y - --- AIR VENT - PLAN VIEW C.U� CABINET UNIT HEATER F. L. FIRE EXTINGUISHER TEMP. TEMPERATURE HUMIDIFIER, 460V, 3 PHASE, 679 FLH, 103.8 SQ. FT. FILTER AREA. TWO TLE MBH, 4DATA SUCTION TEMPERATURE. Services C o r [ CAPPED LINE U.V. UNIT VENTILATOR F.E.C. FIRE EXTINGUISHER CABINET THERM, THERMOMETER ELECTRICAL DATA 47.1 KW INPUT,gb•5 FLA, 460V, 3 PHASE. COMPRESSORS. ` p . moi• --- HOSE BIB9 � SUPPLY DUCT UP F.H.C. FIRE HOSE CABINET STAT. THERMOSTAT EVAPORATOR COIL AC-3 AND AC-4 ElUD COOLERS J DIRECT EXPANSION TYPE OPERATING WITH REFRIGERANT R22, 4 ROW, CARRIER MODEL »50BA034, 15,001 CFM, .2' E.S.P., 340,000 BTUH SENSIBLE, EVAPCO MODEL LSWA-58C TO COOL 450 GPM OF 30% GLYCOL SOLUTION Tigard, Oregon ----- EXISTING WORK TO REMAIN SUPPLY' DUCT DOWN FLEX. FLEXIBLE TYP. TYPICAL 61.1 SQ. FT„ 10 FPI. COIL TO COOL L8,000 CFM FROM 77.4 DBT 340,000 BTUH TOTAL, 29.7 KW iN?UT, 55 GPM, 85'F. ENT, 5.5 FT. P.D., FROM 95'F TO 85'F AT AN AMBIENT WET BULB TEMPERATURE OF /62.5 WBT "0 53.5 DBT/52.3 WBT. 67F. WB -_NTERING EVAPORATOR KiR, 10 HP, 8.25 BHP, 815 RPM, 460V, 69'F, UNIT TO HAVE A 20 HP BLOWER AND A 2 HP SPRAY PUMP. Developer: -------- EXISTING WORK TO BE REMOVED R.A., O.A., OR EXH. DUCT UP F b T FLOAT 6 THERMOSTATIC T.CC. TEMP. CONTROL CONTRACTOR 3 PHASE, 57.6 MIN, CIRCUIT AMPS. FURNISH UNIT WITH A 4 KW SUMP HEATER TO './ARM FLUID TO SUPPLY FAN 40'F AT AN AMBIENT TEMPERATURE OF 0'F. �+ HEATING WATER RETURN R.A., O.A., OR EXH. DUCT DOWN FCR. FLOOR UR, URINAL MODEL SAS4025 TO SUPPLY 31,000 CFM AT 3.75' TSP• FAN IS AN AIRFOIL PLUG TYPE, 43-7/16' DIAMETER OPERATING AT 1032 RPM. UN17 TO OPERATE ON 460V-3 PHASE POWER, Westwood Corporation HEATING WATER SUPPLY 0 ROUND DUCT F.D. FLOOR DRAIN V'S P. VITRIFIED SEVER PIPE MOTOR SHALL BE A 40 NP, 460V, 3 PHASE RECUIR]NG 33.4 BHP AC-5, AC-7 AND AC-8 COLD AIR HIGH PRESSURE DUCT a FLAT OVAL DUCT FURN, FURNISH VIB. ISOL. VIBRATION ISOLATOR AND OPERATE OFF A VARIABLE SPEED DRIVE, I 3030 S.W. Moody Avenue LIEBERT MODEL NCF60G, 53 MBH TOTAL COOLING, ag MBH SENSIBLE I Portland, Oregon 97201 HOT AIR HiGH PRESSURE DUCT ' SPLITTER TYPE EXTRACTOR GA. GAGE V.T.R. VENT IHRU ROOF RETURN FAN: COOLING. 721F, DB, 60'F. WP, 507. R.H. ROOM, 4 ROW, 69 SQ. FT. COIL, 503/222--2000 MODEL SAS 3650 TO SUPPLY 28,000 CFM AT 1/2' TSP. FAN IS AN 20 GPM GLYCOL FROM 85'T. TO 95'F, 14.4 FT. P.D„ 2600 CFM AT .3' E.1 P., -•�- RISE OR DROP ELBOW WITH TURNING VANES GEN. GENERAL W. WASTE AIRFOIL PLUG TYPE, 39-3/8' DIAMETER OPERATING AT 915 RPM, 1.5 HP MOTOR, 15 KW RF'4EAT COIL, 11.0 LBS/HR, 4,8 KW INFRARED MOTOR SHALL BE A 15 HP, 460V, 3 PHASE REQUIRING 11.7 BHP HUMIDIFIER, 460V, 3 PHASE, 30.6 FLA, 15.8 SQ, FT. FILTER AREA. - PIPE BRANCH TOP CONNEC7IDN - FIRE DAMPER OR MAN. DAMPER GRAY. GRAVITY Wi WITH AND OPERATE Pr' A VARIABLE SPEED DRIVE. Architect: J, PIPE BRANCH BOTTOM CONNECTION y ACCESS DOOR GR, GRILLE WC. WATER CLOSET AC-9 AND AC-10 FiLTER SECTION -X PIPE ANCHOR SPACE FOR 70 SJ, FT, OF 4' THICK MEDiUM EFFICIENT FILTERS. LIEBERT MODEL #FE116G, 110 MBH TOTAL cnoL_1NG 105.3 MPH SENSIBLE Mackenzle/Salto & Associates P.C. INITIALLY SUPPLY UNIT WiTH TWO SETS OF 2' THICK MEDIUM COOLING, 7E'F, DB, 60'F. WB, °U% R.H. ROOM, A RJW, 14.2 SQ. FT. COIL, EFFICIENT FILTERS, 38 GPM GLYCOL FROM 86'F, TO 95'F., 30.1 F7. F.D., 5650 CFM AT .5' 0690 S.W. Bancroft Street E.S.P., 3 HP MOTOR, 15 KW REHEAT COIL, 17.4 LBS/HR, 6.4 KW INFRARED Portland,, Oregon 97201 HUMIDIFIER, 60V, 3 PHASE, 37.9 FLA, 76.2 SC. FT, FILTER AREA. TWO 503/224--9570 COMPRESSORS Structural Engineer: DETAILS — Mackenzie Engineering Inc. 0690 S.W. Bancroft Street Portland, Oregon 97201 503/224--9560 _ COMPUTER ROOM A/C UNIT PIPE SIZE SCHEDULE Mech/Plumb/Elec EngInesr: PIPE Si2E UNIT GS GR N.A. Williams Assoclats.s Consulting Engineers AC,1, 2, 6, 11-14 2 V2' 2 112' `.� Df�UP 980 West Henderson Road P ' P L AC-3, 4 2 1/2' 2 1/2' I `\ !I pNL d L 61 4/4516,1 Oj to /43220 Ac-s, 7, e 1 11/21 1 1/2' I Landscape Architect: AC-9, 10 c' 2' I 1 / �-' SIZE •A• REF-TEAT C❑IL SCHEDULE / ( Murase Associates �Av MANUAL AIR VENT SEE PLANS FOR CSU 1 (PER MODULE) 2' 2' "��`\ CONTINUATION.----- BOX COIL PIPE SIZE - I 1500 N.W. Northrup I 503/2421177 cFM GPM- A B I Portiond Ore on 97209 i UP TO 500 1 3/4' 1/2' I \ I AL JE f j-HTG. S g R \ PJ T ,-SIZE 'B' �-- -.�-10��3o-- 501-750 1.5 3/4' 1%2' I I p11�d;,� NB E )n 11P TNG - I/a' �GHPLP'' (i yp.l W O�`7 751-1000 2 3/4' 1/2' I2, 8�11N1R• CW n \ N0�1 PJPi 3/4'x6'L NIPPLES L` J PLUG 1' ILB6. 1[ UN rl'S ) WHERE PIPIt IS A➢. �-AUTO CONTROL VALVE 1001 1500 3 3/4' P ], I� CON (1{P v INACCESiBLE CEILING DROP _ SCHEDULE GPM AT -- _ NIuN C FLOW GAUGE CiiCK BELOW CEILING 1 r 10 Fi. HD. MAX. _ --� ii JP V SWING CONNECTION (TYP) 1 15U1-2000 4 t' 3/4' N �"�'-� j C' 1/4' GAUGE COCK PETE'S PLUG (TYP) 2001 2500 5 Sia' G$ D FO'�14R --� INSTALL AS CLOSE AS r 1�N1RP MAINS LT POSSIBLE TO CONTROL ABOVE VALVE. 2500 6 1' 3/4' G LRFSPPGE / �$ I COIL PIPIfLpO Ui A (Y ill NSU6 GRcEPrPC 1 1 {i HVAC SCHEDULES 3/4' DRAIN W/HOSE CONN. / GS d REDEPM PULE �� ' � � T I�Z UNITNSiRS�N MAN .� F-iL AIR C` ABII SET UNIT '—' �- NG I P ZEPjE ��SPER ES 1 ` ` & DETAILS I ATI COIL PIPING S{ .J VENT PIPTNG HEATER PIPING F ON P BOX REHEAT COILS JPl �P1EEE]P0 U EiE'S LU 1E y F ( ) R NOTE• THE MAJORITY OF THE BOXES TO BE INSTALLED WITH 2-WAY LQG1F{{N (1)P, CE11EJC ` 1 CONTROL VALVES, LETE .26111 CREFER ONTROLOPLANS VALVES.FORPLOFA ION OFE SIMILAR CBOXES EPT EWITH 3-WAY JI CiP�PNGE JPL H �WCIONSULTIN6 ENGINEERS DRAWN BY: DATE: / B COLUMBUS 01410 01 -41 1-711 9--26--58 TYPICAL COWUTER ROOM .DPPO, DESIGNED BY i7 -1 GNts,�s� ,rT-t CHECKED BY: JOB NUMBER: °T�1�f7 F DRAWN BY P288301 A / C UNIT PIPING �� _ , �� � ,14%ALL NNN D — I I CA, ! CHECKED BY . r H 5 OF 5 ' IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIII IIIIIII 11'1111 ILII IIIIIIIIII IIIII I IIIIIII 'ILII IIIIIII IIID i �II�II�I�II�� I I�wIII1�II,J�I I IIIIIII IIIIIII IIIIIII I�I�I,�/I, _ 1.. . NOTE: IF THIS MICROFILMED L l l_ I JJy�)l -_—�� - 41- -- I--- L- I1- I 7�I - - L � -_ I -���I- 111 I 1- • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S WE TO THE QUALITY OF THE ORIGINAL 1 DRAMING. 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T .� � .. %Z(a � �ENIC•I ' /D4 -`� �li FREIGHT I; r T I Co Ii 8flOw FGP ELEVATOR _ _ VOID SPACE DOF 3"SARI DN 6TAC K A ,/ OAl WAL c V. {•{.• j ' r� 5NT F'3 33 SAN u ' TO 3"fD'• �IG}� Oti FALL V' r�i.cJ N0A1 PC-;A914 oN z"a F'-� ryp o`/2. 3�"�ou►�. WA•rt C ion ___4" /Z9 YC,t►pla�i MAKk UP 1;4 r. ° 4' d I ki�_ 4'6AAI P4 I - CO e/�/ WALL A. .- I " J I eo — -- _ I I - NO DATE PURPOSE >,I REVISIONS i I J 1 I •- I + l R Opera Ions ��. r I '. - --z,� w a, .3 � ® -�,qCenter f o r : 5 711, N uP W�.� r Ked Pace is lyev uv rn ) 4 ID ELE�ATCR hIr �CNASE A8RzuIlitA ' fLf U�v �'/6A I Z� FLR z" PACE . services Corp �. ST , ----� 2" SAN uP ro s' Tigard. Oregon I Co ti_v F`e L u J /3� L Developer_ V. uP ro I 2"sAAr vP �N Westwood Corporation "g FYR �>yP) ►NA LG FoQ Er/C _ .--....- 't� � p /o/ I '/ ii(oA �, Co — 3' >AN OF 'ro 3030 S.W. Moody Avenue / C Fps q13 Portland, Oregon 97201 / ( 0 ;/BEuOvJ Fc F' �� /vv / i3�B V --� ii :��s�r 503/222-'1000 �1 iGiN I (� 3 SAAI u►l a .e.5 Architect: 1 I1 / / Mackenzie Salto do associates P.C. Cat, L Z sal N uT� H ;H, (!il I / _. Y - i; M µ 0690 S.W. Bancroft Street 6 � l `� yy� u // it Portland, Oregon 97201 �� �� �• � � UFS-3 I 503/224-9571) Structural Engineer: I I � ���W I r�7 _ �.ttir� � I Mackenzie Engineering Inc. C / or I ;/e J � -SEI-bw �or�tla Portland, Oregon BancroftStreet 1`t I' _ 503/224-9560 � W a N Ir 1 / Mech/Plumb El#,c Engineer: /�, -r • � / --+-_ � As C'�G� ' — _ H.A. Williams Associates / c I 3 rSAN --- _ _ r _ _ — _� - - — - _ Consulting Engineers s Zv" `— _._.1 __ __- _ _ 980 Weat Henderson rRood 7 _ _._ _ - __._ _. _.. �;-- - _ 614/451 -1 71 1 43220 ` - q"�V�14N \Vhl,1, Columbus, Ohio �z Landscape Architect: CQl.rr - Murase Associates 1300 N.W. Northrup Portland, Oregon 97209 503/242-1477 FIRST F= LOOR PLUMBING PLAN I F Williams Associates P 1-- CONSULTING INGINIF.IIS DRAWN BY: DATE: COLUMOUS alio 9-26-88 ,�Iq.4yl -I In 1`'EO►"01.e IV CH,.. BY: JOB NUMBER: `�`�' P288301 n 1 DR AWN rV 1 � 1M[a(tll7E/!MRO•AaS0C1AT[a.P.G FIRST FLOOR PLUMBING PLAPJ ^-t0w cMtc�co rf wiI T or P- 1— 1 "'4rL L �O OF pl SCALE: 11 /8"'.: V-0' y i0. "t 111 111 11. iii SII iIi ill 1 I SII 11� �II '1 1 iii 111 111 III 111 111 111 I t Ili til Ili t 1 III III III I I III 111 111 1 wl� II III 111 I,I IIIIL} Ig `� NOTE: IF THIS MICROFILMED ..__ DRAWIW IS LESS CLEAR THh:' THIS IN)TICE, IT IS DUE 70 * �- THE QUALITYOF THE ORIGINAL g y�11911 Z 'Z Z 1 4Z Z bZ Z T111111i, L t L l t l TIt11II Ilullllil-1II�I!i fill I Il�iiiilllll IIII�IIiI lllllllll IIIIIIIII IIIIIII,,IIiI 111111111,1!Illl , full IIIIIIIII IIIIIIIII Illlll1 Ililf�llll6.111Lj a LAy-�& DRAWING. �TT �� —�-- �— — « ,JUNE '' , 1990 . rr.. —rva-.,.►—wxx�=,nm, ,,. ..._.,ar.,_.Symms.w....,,.w....,...m,•..�.•.�-_..�.+...r.icws�rm::-.w.-:..e:-aaloa�Gsl�trt' - � a...4. ...+- .� aw.�. r.�r.c�-+�.w+�w"wler.�. — _� < > < > <�F\> IG H> K 0 22-5'-0" 0VV to iv 4 FREIGHT ELEVATOR TAII q 11 1 K-A I)OWN (-E#D8 CODA ------11 + F(i �� i'1� � i i I Ii ov x0p 3 fml�� JI- u, tlk if-r--(�f (:Z—1 DI 0 (EI i) I F MECH SHAFT ................ r CA7 A) L -:307.0' i. Zt7 le D(- (GD o F1 D3A NOI DATE IPURPOSE C11 Z15� ii REVISIONS 230 Operations [H] Center for : A 3 .4TAt -V Tpi�) ELEVA70R! Key Pacific IT Services Corp . F -1 -7 C0.3, 233 L f-v-I , -Tr . Tigard. Oregon ITVAt5, AFMA 305.61 Developer 4ifA Zry, Westwood Corporation (ITIf ILI-IT (44M 4 1 1 tT 3C30 S.W. Moody Avenue k �n Portland, Oregon 97201 503/222-2000 6 [o GG '> Mu Architect: VO4 (7:-:12 A lk Mackenzie/Salto & Assoo.-lates P.C. <5 37, IL IV_ .- -�17 0690 S.W. Bancroft Street ,V JA- Portland, Oregon 97201 L �A\(.IIA 01 WikiL, MECH. SHAFT 503/224-9570 D35 I Structural Engineer: 61'�j e7i� kLt, Mackenzle EngInserlil Inc. i 0690 S.W. Bancroft Street Portland, Oregon 97291 —6\Y 503/224-2560 ry Uf J-�w Mech/Plumb/Els!� Engineer: H.A. Williams As'soc!ates -A! Consulting Engineers ift U41V 75 980 West Henderson Road �00 .0 Columbus, Ohio 43220 614/451 --1711 209 Z06 Landscape Architect: Murase Associates 1300 N.W. Northrup CK Portland, Ore on 97209 603/24?.-1477)03/2,42.—1 47 <8> U C?.4D0 [KII -j?�45 I V� III I VO IV SECOND FLOOR Cz DOS I/WA PLUMBING PLAN C2,Do� W IW*6V TO Z,4 6 Z44 �AAI I—r- wul H-A W11114MS Associates CONSULTINd FNGINIF COLUMPUS OHIO DRAWN BY: DATE: OKI rl-l� 9-26-88 SECOND FLOOR PLUMBING PLAN "'NECKED BY: JOB NUMBER: " rCT 0 DRAW" IV P288301 SCALE: 1 / 8':: 1 MMIKENIZIE/9VITI, .11 I Oft ALL RNM 16101M CHECKED ey THESE OF — 2 7571 MOM' TEO P 6 A4 �,A. WWft P, -- __ -_ ___ I IjTPII I C111111111111111 11111 1III 111ill III 111 III 111'111 III III I I NOIE: IF THIS MICROFILMED MAKING IS LESS CLEAR THAN I ILI' 1__-_� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ___JJ�_ _____1_______1_ _ __�_ L DPAWING. L& T93 <I\A <D < K tar," JUNE 11990l vz� i f.; q". T, 4xytlp. t; 5; ti 1 \ PLUMBING SYMBOLS PLUMBING ABBREVIATIONS PLUMBING .:F L INf AB. ABOVE FURNISH NOTES —CHEM— CHEMICAL HAST! Ilrif DRAIN VALVE N/1K15E END APPROX. APPROXIMATELY FLUSH VALVE — \ CE'� \ i/�7r• 1 . PiPING LAYOUT IS ONLY SCHEMATIC EXACT LOCATION OF PIPES TO BE COORDINTED I' ~ —rrRNl- COMBINED SFWFP • GLOBE VALVE A.F.F, ABOVE FINISHED FLOOR GEN. GENERAL c J I - W11H BUILDING STRUCTURE AND WORK 0, OILIER CONTRACTORS. Ji l --r'.w-- (nl0 WAifu II'If :aL� GAT( yaLy[(fIANGEU BODY SHOWN BTM• BOTTOM �Lg, HOSE RIBB411 •— D----- ORAIN IINI k NOL14111D VALVE BLDG. BUILDING wTG. HLATINf: '. CONCEALPIPING WHEREVER POSSIBLE. .I �I —OW— biSTlllFn Wnt1R L TNi I'1 BUTTERFLY VALVE g 1• BATH TUB HTR, HEATER "�� —1— DISI LL!"t) WATT IiIIF —.—.._ C.B. CATCH BASIN INV, EL[v. 4EATER Ilrva': 3, COORDINATE EXACT LOCATION OF GAS AND COLD WATER OUiIE IS IN EQUIPMENT ROOM L C 1 I A TICINExIST.wRK TO REMAIN WITH HEATING CONTRACTOR, 6 p L --h— GAS IINf --- FYIST.YI(1AK TO BE �[M� .' (•�• CANOPY DRAIN J.R. :.IANITOSS RECEPTOR I /� r lyI � f- "� � (�l�- I I(L�.� CHEM, CHEMICAL LAY. LAVATORY 4. RUN ALL WATER AND GAS LINES LEVEL. / Iy 1% ,'2 /� —•HW— HOT WATER I1Nf .1- - DIDC FLANGES WIT WATER RETURN C.1. CAST IRON +• -� PIPE ilNiON KH, M[CIIANI'.Al 5• RUN ALL GAS I INFS LEVEL. Cl I � � /� (� I _Z �K \/ � 2 / 41iR0US r1X101 11-.1 *— VIPF ANCHOR CLG, CEILING •'I u. MANLEALTURER - I 1 ��tt - -- ^YYI'!S I INE PIPE GUIDE C.O. CLEANOUT M ,,, Ma1,HOLE G. ROUGH IN ALL PIPING TURD FACE OF WALL WHERE POSSIBLE, EXCEPT IN OUTSIDE 1 I •� �, W�J,r of —PW— RAW wA}T CONC, CONCRETE DIgG. Du1MR11G WALL-S, I I I I 1 r. �r— 11IP1 flPASr" TnP CONNECTION I a r I I --'.A4. ,A'.I'AR. CONN. CONNECT DRESS. PRESSUR(. .- DISi BRANCH flnTTrR�[ONNECTI�r• /. SUPPORT CAST IRON SANITARY AND STORM PIPING NOT 1N EARTH, ON 5 FT. CENTERS, ---- ^- '"I'r':A[ wA' ';' -a(I - TOS[ BIBB (ONTP• CONTRACTOR R.P. Pnnr DPAIN ALL STEEL PIPING ON 10 FT. CENTERS, COPIER PIPING ON 8 FT, CENTERS. `.TnWP 1'q1 +.­— CAPPED LINE ' DRINKING FOUNTAIN REDO. REQUIRED — . snrTFNEr dA'�D DIAMETER RM ROOM B. WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE OF OREGON PLUMBING �� Z -c— P-TRAP (DEAN VIEW) SPECIALTY _I.- 1EMPCR[D 41' 4 nN, DOWN CODE. �. • � Y.TYDE STRAINER S.O. SN[1WER nRA'h --VAD— VAU➢IM 11'11 ♦ -- PENDANT TYPE SPRINKLER HEAD 'S• DOWNSPOUT SH, SHOWED 9. PROVIDE CLEANOUTS Al BASE OF ALL DOWNSPOUiS. ' v/�, •'� '� „•,I, —V--- Y[NT 11N[ I _-- UPRIGHT TYPE SPRINKLER HEAD CTLDETAIL 5.1. SURFACE INLET w IU. ALL FIXTURES TO BE EQUIPPED WiTH STOP VALVES IN ACCESSIBLE LOCATION. —W-- wATEP SERYirI il'•' - P[TF'S PLUG ELECTRICAL SD ;, SPECIAI BASTE —IDOL INN' F, WATER I THERMOMETER EIECTPIC WATER CnnLE; 1.5. tiERYIC[ SINK 11. RIM HEIGHT OF ALL LAVS - 31°. .I 2' + fr ►--A AID OIITLEI (NE(Y VALVE IiST. EAiSTIVG W'pm, n,;DpY1MFTfD h D. FLOOR DRAIN yD 12. LIP HEIGHT OF ALL URINALS - 22". ►-- VISiIILFD MATER nUTLCT I QI GAS COCK OR BALANCE VAIr1 ILAI I i r OAS OUTLIT tnNNECT TO FYISTING '•E. FIRE EXTINGUISHER �u, IPINAI 13. RIM HEIGHT OF ALL DRINKING FOUNTAINS OR E.W.C.S - 40". rrl nrVGEN DIME' % FLOOR OR AREA DRAIN r.E.C. FIRE EXThGU1SHl+ V[•,• r E. CHEM, FIRE EXTINGUhl, 14. RIM HEIGHT OF AI-L WALL HUNG WATER CLOSLIS - 15" (EXCEPT HANDICAPPED GAF,E COCK > THRU FLOOR AS SHOWN �--V VACUUM nUTI(' :1; CURB BOK AND VALVE DRY f.HFMICAI ' VA. + CLOSETS AT 18" V1 'lllC` `In` Hr's G.� ' H.C. FIRE HOSE CA81" k COMB. RAL. 4 STOP VALYL 14 jot JANITOR OR SHOWER TRlrl .A••, 15. INSTALL SHOWER HEADS AT 6'-0" FOR MEN, 5'-6" FOR WOMEN. 3M F H.R. FIRE HOSE RACK 17 RALE. VAIVF (Ai STACK LETTER ; H. A V.CAB. FiRE HOSE A VALVE rA( n 16. INSTALL SHGWER VALVES AT 3 6 . RISER NUMBER I4. FLOOR X wn. FEE' IFHEAD 17. INSTALL ALL EXTERIOR HOSE BIBBS APPROXIMATELY 20" ABOVE GRADE. 18. UNLESS OTHERWISE SHOWN ON DRAWINGS, THIS CONTRACTOR SHALL BE RESPONYY,]IBLE FOR SIZING DOMESTIC WATER PIPING IN CHASES, ETC. TO INDIVIDUAL FIXTIIRES. WHEN PIPING SERVES FLUSH VALVES, COLD WATER PIPE SHALL BE RUN FULL SIZE TO END OF PIPE CHASE RUN AND A SHOCK ABSORBER OR 1811 HIGH AIR CHAMBER _ INSTALI ED. WHEN COLD WATER PIPE 1S 2" OR ABOVE AND SERVES FLUSH VALVES, STACK THE PIPE MAIN IN THE CHASE CAN ONLY BE REDUCED TO 1-1/2" SIZE. 1/2' HOT — 'WATER PIPE SHALL SERVE UP TO FOUR (4) LAVATORIES. OTHEk PIPE SIZING _ CRITERIA SHALL BE AS OUTLINED IN 11ASHRAE 1981 FUNDAMENTALS HANDBOOK". -- NO DATE PURPOSE ,ice g �'���� r✓/ �G /' \ L�' 3,' REVISIONS Operations E 11RIL A 1/9FLA FE Y �'"i11z / '� , \�\ ��y ry �yb I�I C e I] t e r for : �T Key Pacific • 2 �- Services Corp . 1 1/ tJP Ly c � ` i� / I lh r' A- I;JP / /l/Y2 g " Tigard. Oregon f � �,���, (�' �' � �; ✓��/' �� `,/ . ���, 9 Developer: P 1�l 16.0 I I� l/ I v lib Westwood Corporation '`� U at.-,� 2 / I r / z Po tla dW 0 re ny 97201 c,I 6f E Avenue I� Tp� Is �,(,L, 503/222-2000 Gh� LI' EFG 30 Or161, � � � I� 1k \\ / lye � , l Architect: Mackenzie/Saito & Associates P.C. i t.o LIE LpE T'/q -�" 0690 S.W. Bancroft Street REH P Portland, Oregon 97201 rAT�% HR E.E,�P8 FLS' 503/224-9570 W TRtC 1JptrJ1° Structural Engineer: E iT FLARt FURN �j Mackenzie Engineering Inc. Sfog 51t °RAIN STACK L/ Port ar dW Oregon Bancroft 97201eet C �91AZ 01R' 503/224-9560 Mech Plumb /Elec Engineer: nglneer. H.A. Williams Associates Consulting Engineers WATER NEATER D E TA 1 980 west HendersonRead 432 Columbus, Ohio 43220 . J�� 614/451 -1711 NO SCALE J T.P•. Landscape Architect: Murano Associates 1300 N.W. Northrup Portland Oregpon 97209 503/2421477 y�% �1►JK ry( f I , LO W f Oh�Jh 01 log STACK PLUMBING STACKS & DETAILS ;F b I � i 11�D IY is H.A Williams Associates ' tCONSULfINO CNGINItf--11� DRAWN BY: DATE: COLUMBUS OHIO DRAWN STACK ; C ) EDPMC DESIGNED a. 'SEPNp1REE1 yCHECKED BY: JOB NUMBER: oNAr. Fl88301 ®u�:r�i en furl D N_�� 1 • L H o CHECKED my A _ • p 3 1 �a OF _....._, i> I x = "7 �.w+.r..,�..r..r.,.+.rrrlWrw,,....�w+r.w�..r..W..�....._. ' III 111 III III III III III I I III III III +I � III III III 111 III III III I � III III III � � Ili III III � � III III III I I I I I 1111 I I I�I II IIIIJII � III THISMICROF'1NOTE: IF -MED i I 1 I I III1I_I1II I �I I1 NG ' •- .. DRAWI 15 LESS C EAR THAN -THIS NOTICE, IT IS Dw TO THELUALM OF THE ORIGINAL g Z I L 8t B�l Ll l i t t t Il l 8 Y L 9 9 f S LTs, MFc11IIIIIliflllliilllll IIIIIIIII 2I,I�III I��IIII,I IIIIIIIII ill �l'I JUNE 141990 r 61 FIX .fir"'�' •.w.�..�� +P�Y1reW. .. +. ,�- � J 1 1 -----+Lame- C-al.NE%e'& 0r_ CODED NOTES 1 � FSS Fr� _j I•-- TRAY Ta1�JK PAY I.�c U1Z Fos Vo 1. PkLCAST CONCRETE PUMP I'IT FURNISHED AND INSI'ALLEU BY THE PLUMBING CONiRACTOR. PIT '10 BE SIZED TO CONTAIN 1HREE FUEL OIL PUMPS (IWO FOR r r GFNFRATORS AND ONE FOR BOILERS). PIT TO HAVE MINIMUM 36" ROUND ACCESS 111RUUGH TOP AND 18" X ld" X 18" DEEP SUMP WITH DRAIN IN BOTTOM. 2. BOILER FUEL OIL PUMP 10 BE FURNISHED BY THE HVAC CONiRACIOR. INSTALLATION OF PUMP BY PLUMBING CONTRACTOR. GIAS MAIN INTO 3. DUPLEX PUMP PACKAGE TO BE FURNISHED RY THE ELECTRICAL CONTRACTOR. .V1 ,�rj P�L1;Lf�INCq, 5F� 51+-rFZI ' r,tVIQe4, eO-+,ElzaTorL INSTALLATION OF PUMP BY PLUMBING CONTRACTr., ' I 1=0� GoN'rINUA­T•ION, 1 I �� 13Y >✓L':G LoNT; (TYQ ot+= 2) 4. CONNECT FUEL OIL SUPPLY PIPE TO EMERGENCY GENERATOR. gHI PPI iJGI �✓EGU1Z1'�Y II �- - L _ -� 5. CONNECT FUEL OIL RETURN PIPE TO EMERGENCY GENERATOR. i2 5Trz >on.Fs "i�<•S++ 1V10,4Ef or-FIGf- G�1�Gic t?,rrG�IVINGI ��G, G�r>•1 2M, Y�aTrr-- I� 6. TWO 1-1/4" FUEL OIL SUPPLY PIPES FOR GENERATORS, ONE 1" FUEI 0[L SUPPLY a PIPE FOIA BOILERS, TWO 1-1/4" FUEL OIL RETURN PIPE FOR GENLRAiURS, ONE 1" FUEL OIL RETURN PIPE FOR BOILERS. ALL PIPES INSiALLLU BY 111E PLUMBING i CONTRACTOR. I z 7. FUEL OIL GAUGE LINE IN 2" CONDUIT. 8. FUEL OIL PIPES UP THROUGH FLOOR. EXTEND PIPING FOR GENLRAIORS IU _ GENERATOR. CAP FUEL OIL PIPES FOR BOILERS ABOVE FLUOR. PIPES WILL BE I c�Ls M�T�tz yGULaTorz / T-T" r T EXTENUEU TO BOILER ROOM BY HVAC CONTRACTOR. I F=ufZN16i4F� 4 IN4✓TAL L- OY AA-1 7 L L �n �' GoMPsiNY-- 0 �r--1•�N5T:o12.M9n2 ?7Y9. WATER SEAL ALL PIPE PENETRATIONS OF PUMP PIT. ' ( I U. 0 10. LOCATION OF OIL STORAGE TANK GAUGE. FURNISHED AND INSTALLED BY PLUMBING 1 1 I I I I I I - — — 1 0 CONTRACTOR. ' ,as Math ��l.ow clrza t� 1 I njSTAI-LATI ON PAY I I L 11. LOCATION LOCATION OF OIL STORAGE TANK MONITORING SYSTEM. FURNISHED AND INSTALLED BY 5Lo'Pt-_fJ SAS COMPANY-- I +-7- • PLUMBING CONTRACTOR. LDdt�IN�a 170GK I N I 0� f'IPe- F->,C oT44P_'fZ_5• 0 � 12. 1" CONDUIT, FOR TANK MONITORING, INSTALLED BY PLUMBING CONTRACTOR, l 1 w I -� 0 I 1 -� I I 0 0 I L - -- � L � 1=a rz N 151-+I1 �'Y STORM f72A 1 N e'y I / 51'r4-5 OTILIT`I wN•1Q., - 1�, je_L-P_V a 277.O' ` - -- - - - -- 12CAIN To 10' 15T02M � ------- -- -- -Ao 4� -- - -- ---- --- Q�PrzoX I MA�� (FOGA`(ION �v 01 c f 4 - 4 LoNG2e trNGisBD 0 - - - — - Tf�ilkP�loN>✓ GC7Nt'Jl�I 5 Ply - >"r_LL:G. GON'(TZ• �APPfLo)C. 3=p `--' -< - _ _ _ 3" STorzM t'rz,alu F�coM � l2 ',- NO DATE PURPOSE PUMP PIT pVAIN Zr I / 5T0 2 M L�G2A I N 'P>Y �i QLt3G1. Go1.1•rQ 1 _ REVISIONS D 'V f012 H�ki) �. F� Operations 3 ,l, �nJ Fofz o� _ Center for . I I F� �¢ Ke Pacific -PRESSURE GUAGE WITH 1/4' GUAGE �o� � I COCK, RANGE 0-100 PSI, ' 1 1 I I I DRAIN VALVE LJ LJ LJ CAP PIPE ul U , Services Corp . TO BUILDING vt;NT Fr>eT Tigard. Oregon - U-lL _ / I � - GONG2-rTP- 6NGNOi2 PAD FC G, P>L,l'c>W `T 4 N K Q>�( Developer: ALL PIPING AND VALVES FOS pL1�Gf, GowT'¢- ----`_ Westwood Corporation FURNISHED AND INSTALLED BY PLUMBING CONTR, o� -- IO �M,•N�o�=3 _ 3030 S.W. Moody Avenue -r l� "HONE MAN+4J1_E Porfland, Oregon 97201 Ta<ST HOLT: � 503/222•-2000 PUMP FURNISHED BY OTHERS �� i TO TANK I Architect: BOTTOM OF MCN f-CZT Mackenzie/Saito P CONCRETE PIT / �• Fos-�H� _OT L. 5Tolzaw� •TdN►�.- ✓�T �I PI✓ `ro 0-� do Associates P.C. 0690 S.W. Bancroft Street leq"PyY 0i.��a' GoNT2 Ca2ApF.. »HGF. PAY Portland, Oregon 97201 _-_cam L?pit,, iQC4 .a•ill- it e,+1'I'VOi2T -1-0 NG � Gt�iJ.LCh1T2• 503/224-9570 - fZaf;tz -To •F�I P l 1.ICq L72'�A 11_ F FEL ❑ IL PUMP PIPIN . -GOM131NF' yUPf I-Y rims G DETAIL Its TAtfiINcF Structural Engineer: N.T.S. Mackenzie Engineering Inc. PARTIAL SITE UTILITY PLAN 6690 S.W. Bancroft Street Portland, Oregon 97201 503/224-9560 SCALE: 1 / 8" = 1 '-0'' Mach/Plumb/Elec Engineer: H.A. Williams Associates Consulting Engineers 980 West Henderson Road Columbus, Ohio 43220 HYDROSTATIC TANK MONITORING 614/451 -171 1 ASSEMBLY FURN. W/TANK 4' FUEL OIL RETURN HEADER THEE SEPARATE 1 1/4• FUEL OIL SEE PLANS FOR CONT. Landscape Architect: SUPPLY PIPES MOUNTED IN TWO Murata Associates TANK FITTINGS. FILL CAR & ADAPTOR VENT CAP & ADAPTOR SEE PLANS FOR CONT. 12' CURB BOX ADD, 22' ACCESS MANWAY (TYPICAL OF 2) 1300 N.W. Northrup 36.0 REINFORCED CONC, TILE W/ ONE 4' TAPPING OPW-104A-12' Portland Ore 97209 TO GRADE W/ BOLTED MANHOLE TANK MONITORING LINE 503/2421477 FRAME I COVER, (TILE NOT TO IN V CONDUIT ��-VENT CAP (DPW-23) HEAR DIRECTLY ON TANK) . (TYP. OF 3) FUEL OIL GUAGE LINE IN 2' CONDUIT ���2' VENT MOUNTED TO FENCE POST 2210 MANWAY W/ 3 4' TAPS TERMINATE MIN. 8'-0' ABOVE GRADE, 180 CURB BOX CONCRETE TRAFFIC PAD BY GEN, CONT _ (TYP. OF 2) PAVED GRADE 36' MIN. 1 r 18' DIA. SPIRAL I -� (4' TNK TYPA OF 'ONITORING FITTINGS .I CORRUGATED -- _ , - PIPE W/OVERLAPPING III I - 4' TANK FITTING (TYP. OF 3) SLOTS CUT BY PLBL, CONTR, I FIBERGLAS —OVERFILL SHUT-OFF VALVE III l RESERVOIR I 1 \ 4' FILL PIPE L,., " II FIBERGLASS STRAPS 30'-9 LG,xB'-l' PITCH DN. W/TURNBUCKLES, COAT DOUBLE WALL e TOTAL 5' III TURNBUCKLES W/ 10,000 GAL, FUEL 45' HITUMASTFC & ANCHOR PLUMBING OIL STORAGE III �_ 6' INTO CONCRETE BASE. TANK BELOW II (TYPICAL OF 4) GRADE DETAILS :, . FIBERGLASS TANK --`—�"- TO BE SET ON & SURROUNDED BY 1 1/4' F.O.S. 12' MiN. OF PEA (TYP. OF 3) P44 GRAVEL. COVER `IW/VELE TAMPED EXTEND F.O.S.S. LIN17S TO H.,4WilliamsSOIL. WITHIN 3' OF BTM OF TANK Associates CONSULTING Eh'GINEFRI DRAWN 6Y: DATE: LCOLUMBUS OHIO blq•-49q1- ;71I 12'-0'x38'-0'x12' THICK CONIC. BASE "J W/1/2' 0 REINFORCING ROD 212'C/C 9-26-88 -� �,•,o DESIGNED By --�-�.- BOTH WAYS 4' ABV, BTM, OF RASE. If, 1% t'S G— pr��Y CHECKED BY: J06 NUM13ER: FUEL OIL STORAGE TANK SCHEMATIC '�f1,,!�1,P DNA60rrWN P288301 YACKERN/WM!ASBODIATES,r. N SCALE rw t-a 1 N _ ® C.f SM ALL ROM IIEIRRM CHECKED a P 4 { C M ` +O ,• 1 e pow WWj -_ 0 F � r ' _. 1f.r � I C �"L..... _�,r ..,...rrr�,.w,r.,ar.►rr+rrFw..r....f ..__....__.._._. a` ' w..w 14 III�III IIIIIII IIIIIII VIII I IIIIIII IIII"1 IIIIIII �Illlllll�ll��i ill I Iilllil lilll LLI lillll� �IIIII� IlllliI 1illl I V IIIfIII`IEI I ��I JIJI'I� I�II�I� I��illl IIIIIII I1 I I ' , NOTE: IF THIS MICROFILMED I 1 I I I 4 I ( 6 I ? I �}� 11 I �� DRAWING 15 LESS CLEAR THAN __ F_�1__ _ � LJ 1 THIS NOTICE, IT IS MN To DRAwI ALiTr ' THE ORIGINAL E Z L LZ : 4Z L L L iL 'Ill, l Lt l ' t �[ Eft t� Il - t 8 8 L 9 9 -Tf—� Is ligil iillii�uulll , I)uliliilllIUliiillui�llll►Ilmll�l�ulilrlilillili�li iililliil IIIIIhli�iiuluii Iililiulliiillilliliuiluili!�Iliuiliiulrl� k t a JUNE , 1990 Lk ._�......r•-,...,...,,.... -.i�..r,.......�..,.....__......�......_...._. ,...r..._... �IIw.�...11�i.�.r.k.--- �,tic • _ _ , •;' o > <E A \° Q (9) r.4 , S a 25'-0" = 225'-0" { - - -- -. _ - -- 1� t� b,u C-f-_.tel- -- -— j I J ®:�tqc 'Za�6 �i � . i L � K l � (i�G bl,l�M�Jt-1, a�lo►.1 k(' h�.,• j l a4_1 I _ 110 : 1 � V o+ocr iUl,Iri �aL ( (UV � �,_-~ k�� K+�r'�1,6.�1 ;IG1-!d lr[ r f F V - ;r• '• `a i { i . .... J a i i T i k 0 OO f . . . DM FREIGHT ,.r..„ II I "i��, ELEVATOR l� SPACE I ° ' I 1.11 I OAF j I i i 11A Iz°f I 411 r—�—y N ---- �— ;H �i�Q IH' -- O 13$ NO DATE P:JRPOSE i REVISIONS - Operations IN „ H N H H Center or - j - ` 01D �.--��` � .- • ¢ ,ELEAR Key Pacific I 1 SPACE VTOServices Corp . TGG UES r Tigard, Oregon - -- ReYl10 er: +- Westwood Corporation 3030 S.W. Moody Avenue - Portland, Oregon 97201 ' 503/222-2000 Architect: l01 _ H H) p�[h I++] H, F� H Mackenzie/Saito & Associates P.C. ►� 6 ►J o4 0690 S.W. Bancroft Street�T g EsG fns 1,p Za�� 4 Portland, Oregon 97201 II I 503/224-9570 Structural Engineer: Mackenzie Engineering Inc. 0690 S.W. Bancroft Street (11 Portland, Oregon 97201 �i 503/224-9560 <I Mech Plumb Elec En_g neer: t 'T H.A. Williams Associates jL Consulting Engineers - - - 9 0 West Henderson d 7 - -- --� �— --�- Columbus, Ohio 43220 614/451 -1711 �Q �a x,00 Landscape Architect: ( ,�a} FIRST FLOOR FIRE PROTECTION PLAN � � � •,,,k L Murase Associates E' SCALE: 1 ; 8 _= 1 '-.0' 1 30C N.W. Northrup Portland, Oregon 97209 503/242-1477 FIRE PROTECTION NOTES jG 1 1. BUILDING IS TO DE TOTALLY SPFINKLERED, PROVIDED Nlnl HALON iIRL SUVPRESSiON d. BOILCR RUOM. 2?OB WITHIN ZONE 5 TO BE HYDRAULICAILY CALCULATED PER um 10' yf p�)(G Indiutinp type floor control valve WHERE INDICATED AND ZONED AS FOLLOWS: NFPA PAMPLRET N0, i3 ORDINARY HAZARD REQUIREMENTS TO DRO'/TUE A D MINIMUM DENSITY OF 0.16 GPM PER SQ. FT. OF I'LOOR AREA WHEN All O�ti O�('i OV with supervisory switch 1 ` C/ �l ZONE 1: ELECTRICAL/GENERATOR ROOM - URY SPRINKLER SYSTEM. SPIRAT MG. WITHIN THE MOST REMOiE 1500 SU, IT.LL E AREA ARE. I G OPERATING. MAXIMUM SPACING OF SPRINKLER HEADS SHALL BE 130 SQ. FT, Waterflow switch ZONE 2: COMPUTER ROOM - DOUBLE INTERLOCKED DRY PRE-ACTIUN SPRINKL:A SYSTEM, PER HEADUNDER . GNED AND ,46 F eed main INSTALLED SO ASLTO ALILOW FURRE FUTUREINCLUSION OF E EXPANSIOBE N AREA (NM {•� �/ �aV 2128). 3. PROVIDE HALON 1301 FIRE SUPPRESSION SYSTEMS IN AREAS UESIGNATED ON DRAWINGS 91 AND IN SPECIFICATIONS IN ACCORDANCE WITH THE NFPA PAMPHLET N0. 12A. HALON �• IONE 3: FIRST FLOOR OPEN OFFICE AREA AMD AUMI: :TRATIUN - WET SPRINKLER AND PREACTION SYSTEMS ARE BY THE FIRE PROTECTION CONTRACTOR. �••+�cm+rrre�_ SYSTEM. 4. COMPUTER EXPANSION AREA (2128) TO HE DESIGNED AND INSTALLED WITH GAIVANIZEU �r light SPeclO 4• ORT R - DOUBLE INTERLOCKED DRY PRL-AC11UM SPRINKL:R SYSTEM, PIPE AND CRY PENDENT SPRINKLER HEADS FOR FUTURE CONNECTION WITH DRY PRE- ,_.] 1 yl i ZONE SORTER ROOM fir, Chi �I XPi yI lest ACTION SYSTEM OF ZONE 2. 1 I 1'hl �r ✓l Onion with corrosion NDER FLOOR NALOM FIRE SUPPtESSION SYSEEM. P 17 ) i' GC'"l�ItXl resistant orifice giving �j valve T � �' ZONE 5: SECOND FLOOR OPEN OFFICE AREA AHD ADMINISTRATION - WTI SPRINKLER 5. FiRE PROTECTION CONTRACTOR SHALL SIZE ALL SPRINKLER SYSTEM PIPING. ,n ,�h• (' °� ^ flow equivalent to the �� SYSTEM. COMPUTER EXPANSION AREA (CO ?ltd) 10 BE DESIGNED AND �►�' smallest sprinkler orifice INSTALLED SO AS TO ALLOW FOR FUTURE CONNECTION WITH ZONE 2 DRY DRE- 6. ACE PROTECTION CONTRACTOR SHALT PROVIDE AU AUITIi1Ot1Al EQUIR, EQUIPMENT VI ANO FIRST FLOOR a �h in the system 1r. Auxiliary ACTION SYSTEM. ACCESSORIES WHETHER SHOWN S DRAWINGS B NOT, WHICH MF RF-WIRED TO PROVIDE A r COMPLETE FiRE PROTECTION SYSTEM f0A BUILDING PER NEPA, INSURANCE AGENCY, drain Valve ZONE 6: TAPE STORAGE - DOUBLE INTERLOCKED DRY PRE-ACTION SPRINKLER SYSTEM, UNIFORM BUILDING CODE. AND APPROVING AGENCIES. FIRE PROTECTION TOTAL HALON FIRE SUPPRESSION SYSTEM BELOW FLOOR AND IN ROOM. 1. COORDINATE ALI SPRINKLER UPOPS FOR HEAD LOCATIONS WITH LIGHTS, CEILING GRIDS, _ To -- ZONE Z: NETWORK COMMUNICAiIONS - DOUBLE INTERLOCKEU DRY PRE-ACTION SPRINKLER SiRUCTURAI STEEL, DUCTWORK AMO EQUIPMENT LOCATIONS. PLAN T SYSTEM, UNDER FLOOR HALON FIRE SUPPRESSION SYSTEM. 00 �i a11� B. FIRE. PROTECTION CONTRACTOR TO SECURE AND VERIFY ALL MEASUREMENTS AMU AP ZONE 8: UPS ROOM - DOABLE INTERLOCKED DRY PRE-AC11014 SPRINKLER SYSTEM. CONDITIONS AT JOB BEFORE PROCEEDING WITH FABRICATION OF WORK. r ? a NOTE: ZONFS INDICATED 9N DRAWINGS. PROVIDE ABOVE CEILING SPRINKLER 9, FIRE PROTECTION CONTRACTOR TO RUN ALL DRAIN LINES TO FLOOR DRAINS. JIB k PROIFI'llON AT ALL SECOND FLOOR AREAS. 'f 11 ZONE CONTROL VALVE lU. FIDE AND CI WS AS Rt TO PROVIDE COORD ALL ADDITIONAL STEEL, HANGER MATERIALS, H.A Williams Assocsalies -- �l SYSTEMS SHALL 13. THE RULES NED AND AND REGULAZED TIONS ONSUOFUTHEAINSURINGACOMPANYGAND RODS AND CLAMPS AS AEIi;, O FOR COORDINATION AND APPROVED iMSTAILAT[OM. DRAWN BY: DATE1 CC Tm ' CONSULtINC iNO1NflCAs r� 1 � E � ( NO SCALE THEFOLLSCAL BUILDING CODE (REQUIRED FOR APPROVALS) FLOWS AND DENSITIES AS 11. PROVIDE INSPECTOR'S TEST CONNECTIONS PER NFPA NO. 13. COLUMOUS. OHI0 r,14 4K21-17i( 9- 26-138 COUG00 op QfJ 12. RIIN ALL PIPING IN FINISHED AREAS CONCEALED. i DESIGNED IV ro (1' A. ZONES 1-8 ARE TO BE HYDRAULICALLY CALCULAIEO• PER NFPA PAMPHLET NO. t OOROea ------- CHECKED RY: JOB NUMBER: O13 f Ot1HGDMAPEROSQOCC`1ANOF FLOORRAREAiMNAN AROLVSPRINKMENS WITHINTITYill 13. ALL SPRINKLCR HEAD LOCATIONS SUBJECT TO APPROVAL BY ARCNLiECi, k( ii '/C' A C•f P 2 8 8 3 0 1 MOST REMOTE 1500 SQ. FT. OF AREA ARE OPERATING. MAXIMUM SPACING OF 14. SEE PLUMBING AND ELECTRICAL SHEETS FOR SYMBOLS AND ABBREVIATIONS USED ON 1 p AWN ar SPRINKLER HEADS SHALL BE 225 SQ. FT. PER HEAD. THESE S!IEETS. 1�y�C ® r Aw1M ren aaa,ALL It1.fR i�htD sib CHICK90 fr Wiwi of P! 1 PROTECTION WVATER SERVICE ENTRANCE ��^�•�•��°�� OF SIRE - NO SCALE • � 'Eft Ill Eft ITE Ill Ill Ill � � Ill Ill Ill I I Ill Ill Ill Ill Efl Ill Ill I I Ill Ill Ill ( I Ill Ill III � � ill III Ill I I I I � I I�I I � I � Ill 4,J I I Ill Ill Iflflfl Ill Ill Ill I I � - . NOTE: IF THIS MIC170FiLMFD DRAW IW' IS LESS CLEAR THAN THIS NOTICE. IT 13 D'IF in THC VUAL I T• lL TFE OkIGiNAI I t I{ i ORAMIM;. LIL �Z I QL �li �y tli� 8t I 1 art �t I t t ffff fllflff,f fffflffff ffffhfff fffflffffl,�f�lfff►iffflfiff fffflffff fffflffff ffffl�fff fffflffff fffflffff flfl�ffff�,,l 1�,If illi Ilii fffi illi IiIIIIIN>1J')lIiII fmlff,f ufilffff flfflfffffffflffff fffflffff fffflffff fffflffff fffflffff fffflffff fl�flufi fflflfiff fffflffff ffffGfff ; JUNE 7J990 W +•�*k+•+'s" �� _ r,v^•-�mr*-v,-ar- -aper�aasers.0_ • c. -«...w,�+, •,..,•.,,.,..,._,�..w. _...�„rr �.,,...�.yru. ■�„,�a�wrwKisww .r...�w.� �._ _..ta�Y»als -.. - .. � _ ._ .. v.•r. _ _ -. A 8 C D E < > F <G> --... - - - - --- -- _ 275'- 0" —. - — -- ---- -- ----------_ --- 225'-0'� I I'I rir I 1900VIno ort9tf4XV-Y HAZC•IZb sPt�tUK�Ep ��otEGTION IIJ TNI Age- A. ( IUGLUt t� 11.1 Z01•tE �i). �� F11� �'iZC"(1rG'(IUIJ UGY(� ,EP UP QOM 2 UNI lR +i•, 1 °�I — ` +, •� +, ,, +� ti I+ ir,y 1 �c� +� FREIGHT ELEVATOR [�] HL4 3�4 � ` 7 3 .0NEW 400b im.�] i I it ^fh ii I I • �T . - NO DATE PURPOSE IAH-1 REVISIONS ZOWE 6 Z0QE 7 c � �T ,.oco'Tou AH-2 © - ZONE � OF pAMP1;R� �WG,6 Tyr� HvA� a p e r ati o n s Center for : -r f� a Key Pacific EE Services Corp . i I ' } Tigard, Oregon L T -_ 1 Developer + J + : 10 (c-'>� Westwood Corporation `* 3030 S.W. Moody Avenue ® I * Portland, Oregon 97201 ® 503/222-2000 aA ^\ AN-1�� �,. Architect: J< 6 ` C� _ -_-- -- —...___ — -- _. ? AN.2 [ !HI Mackenzie/Salto do Associates P.C. - _ -I 0690 S.W. Bancroft Street � l '� �/ Portland, Oregon 97201 �e 2 503/224-9570 MECH. SHAFT Structural Engineer: —� >r Mackenzie Engineering Inc. VT __ �.._:1 I 0690 S.W. Bancroft Street -- I I Portland„ Oregon 97201 503/224-9560 �I Mech Plumb/Elec Engineer: li �I I H.A. Williams Associates l I. Consulting Engineers 9 0 Wes Henderson Road - fl-DColumbus, Ohio 43220 11 614/451 -1711 Landscape Architect: Mucase Associates 1300 N.W. Northrup l Portland, Ore on 97209 503/242-1477 el -- -- -- WOTE (_� SEE �y{'6G t�I C,oTT I01.1�� AGR Ware: I � � i F1r- 7,0"r-, a�? `LG �.�� oN ��n I I , �.r:Ne�.►LE SECOND FLOOR L E p 1 NK >r'1 U IIS r"t;eq ou MfZ wrrA. I FIRE PROTECTION PLAN _ — — -- - -- -- — — -- 7T, H.�4 Williams Associates r� F P� .� 1� coNw�l�a4yil 1�IIf DRAWN BY: DATE: r vxureus oHto 9-26--88 opea.i �tslaNco s� CHECKED BY: JOB NUMBER: e7 ID'A t� GFti' r2 �2 DR N 9u� P288301 WK a.A..owRsl.a SECOND FLOOR FIRE PROTECTION PLAN ® '.••,AUIT,IIe A ® � � .�I,� to s� � FP- 2 �� � 03 h41L►.r0° i;WlS � r OF Let � SCALE : 1 / 8" = 1 ' -0" ....tM-.�...s«.•rs. .iiiq .... '+ :'..t. ,", ..:w. 7.'..,.y�,� .. :;%�p9t '•' ,'' vi i4blf��,J I6kfi'o F,iA' ��4.�t:nM:. y ym-. pw�tuu'tl�.r '.1�"�"•�""`. !t.�M , .. NML�'f •.. -. __ _ - --.r.-..rte....-ter.....-�.-.-...•.•+.�..ew..+.....r.•r+n+r.w..•,�. ..w.... - -._..._._._.. .. .e`S' - ..� -...__'ae� � ...... - '—.•- ...__....__.... - .,.�.........+ 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 II111I1 III ��� III III III I I I I I I III I I I�I III �,) I I III III IIIIIII III III IIIII I 14 NOTE: IF THIS MIIROFILMEO DRAWING, IS LESS CLEAR THAN 1��_1__---_____L _._L—�- _ J_-t___ -� �. ____ _C� _______�✓ �_i__l THIS NOTICE. IT IS DUE TO - THE QUALITY OF TI : ORIGINAL g t Z LT, L 4L L �L t lL L 8I I LI I I I I I I I l 8 B L 9 9 ► 6 L I r DRAW ING. IIII!llliliil IIIIIIIII Illlhlu IIIIIII►IIIII',IIII IIIIII�IIIlllllflllllllll IIl,lllll IIIIIIIII IIIIIIIII IIIllllll� dr�,Il IIIIIIIII Illl�ilili��ui►lll,�lmllll�lllllllll IIIIIIIII rlllllll�lllllllll IIIIIIIII IIIIIIIII IIIIIIIII Ilulllll Illllllll IIIIIIIII IIIIIIIII�Illrlll y JUNE 1990 ....�.ur.�•.w7gr,.^�, �.. r......r.... ."^`r....+.r�emns,.-rrwts'sWe.Ir+a .FaLX�1lIDICCuuiiRYfc ..- .�.--- _ .....rr74w... . w.w•.�.n.-:,.. .�«.. .+.L , . _ ..r.. e. I« _ - .ar.',1-_.. '.._-__.._. _...__. -_ _. —..-- +•�.. _ _ ._...___ . 1 1�� Ia 5 BASE SCHEDULE GROUNDEWIREPER BELOW GROUND HAND HOLE LUG E POLE POLE DIMENSION /BASE PLATE COVER OR //V P-1 X= 6'-0' r LIGHT POLE TRANS BASE WHERE NOTED (� I NTF P-2 Y= 2'-6' RST,q T „ P-' Z= 2'-6' /45' CHAMFER (TYP,) SONOTUBE TYPE FORMED - - CONC, BASE GRADE I ANCHOR BOLTS (4 REQ'D•) LEVEL r WITH DOUBLE NUTS J #4 REINF, (4 REQ'D.) SPACE 10 O x R --{ EVENLY IN 20' DIA, CIRCLE GROUND ROD I CONDUITS (PVC) C �` MACHINE AUGERED X y' HOLE IN UNDIS- TURBED FIRM SOIL CTE • � OR 95% COMPACTED I _ I #3 TIES AT 16' D.C. CLAY I I IN TI DIA• CIRCLE 9 \ \ 'Z' DIA NOTE: ELECTRICAL CONTRACTOR TO FABRICATE METAL CAP SECURED BY ANCHOR BOLTS T❑ PROTECT WIRING DURING THE INTERIM BETWEEN ROUGH-IN • _., n ti: AND FINAL INSTALLATION ❑F POLES AND FIXTURES, 4 LIGHT POLE BASE DETAIL • A NO SCALE • ��� a DEPTH BASED ON STANDARD PRACTICES. CONTRACTOR TO COORD. W/CIVIL ENGINEER AND ACTUAL GORE SAMPLES, C=' • I �� �� �® � '�'��,,�� rr yam, P-, ' �\ •„ 4 �' •` E IST 2) 5"c;oNrxu f ,•_�•I�g L�t2At�E Fo12. �UTUOg USt t 0 CODED NOTES 1 �-2 I - # 1. EXISTING REMOVABLE BARRIER POSTS ARE 3' DEEP AND EXTEND 4' ABOVE GRADE. — - I I t I Future I 2. EXISTING TEN (10) 4" CONCRETE ENCASED TYPE 'EB' CONDUITS FRUM SECONDARY OF _ �Xp8T1SI0rf ) TRANSFORMER TO 2'-0" INSIDE EXTERIOR WALL. EXISTING 1 2" FOR POWER COMPANY METERING. METER TO BE LOCATED ON BUILDING )EXTERIOR. METER II SUPPORT IS EXISTING. I 3. CONDUIT SLEEVE AREA. PROVIDE THE FOLLOWING PROPER SLEEVE SIZE FOR CONDUIT NO DAZE PURPOSE Pl 1. u I U i SIZE LISTED: NUMBEk SIZE USL REVISIONS II II 5 ?" GROUNDING PVC III 2 1-112" e I I 2 GROUNDING PVC O p Y• a t i o n s I MISCELLANEOUS - 7TU� OLIT /LIi� or .:;:• II 4 MISCELLANEOUS f 1 • r-3LDC-7 MIId I3UeIAI' o� 30•: 5'ru0 Un „� -. ,,,.-.�......,. 8 411 Center o r : v►I IuTE2Iot� 6199 vF wAI,L., r�P PoTti FLUID COOLER POWER CONTROL --�,. I I ( Key Pacific ENDS �orL FutLlpf use. 4' TU - I CIRCUIT ALL LIGHT POLES (FIXTURES P-1, P 2, P-3} ,0 (3) :`UA-1N (:IRI;IIIIS IN BANEL OR SB21. (3 DIFFERENT PHASES). FIXTURES SfIALL BE CIRCUIIED TO 1011016E A X. C AS LABELED. 110 AWG. SEE LIGHTING CONTROL IJIAU14A TYPICAL M III1S STILE, ^ Services Corp . CAL OF 3 NOTE ��W Operations :.:.:.:::.: S FOR A TOTAL OF 14 FIXTURES. : .. P OI'1S C@11t@► Tigard, Oregon II i - I Develo er: tit I ' ::;:::::' P11,01,1101 .: I Westwood Corporation (2) 5 ScNEDL�I£ 40 Pvc p nnoL�uT PNO T"OGEIL v1J RocG. '�"''' u L la �>k I-I�iNT1NC GONTy2ol D�Ac,eAM :`::':`:: ::i ii;i .: F I ^k� - B IZIA 5 A1-L P�> ail; 3030 S.W. Moody Avenue I I I Portland, Oregon 97201 6�I5T. -1AwANIZCV 5TEE1— c ououiT 503/222-2000 STU 815W .-W AT LUL. Mkt t CArf'F 02 1 i F Furu¢E EtT�1•�SIo►J --- i 4 I Architect: Mackenzle/Saito do Associates P.C. I 0690 S.W. Bancroft Street Portland, Oregon 97201 503/224-5570 • rI.CG(l.�l%NCCZA'(OR C�•1 -- �•— iv�ANl-I a I.E� 1 1 I I / Structural Engineer: 3 r---� /// Mackenzie Engineering Inc. i I 0690 S.W. Bancroft Street I • I V_04M I G+CNCRA11, " Portland, Oregon 97201 503/224-9560 5" SGNEDuI e go ?Vc Tu PI21AAwz�/ 51uE + ^r z I 2, �i A�>r G'ci►J F 1$f? + U�f� / 1 vF 'FMS SAD MIAI 5UrZIAL SNAI.I. BE 3u�� + i ♦ p p 1A F-6 aUI. c-���_� LvC#Tt <r - Mech/Plumb/Elec Engineer. i I r _ 4" oNLR,FC'1'E �N.�:�D I I7. S ALT. �Gl�i;O � fvc• H.A. Williams Associates J °�� G T3' t5 �v e �u TU rzE USE. MIQ IDL--111111JJJ Consulting Engineers I �I�`� 0r t';^ IN I -'r'� -Q; I I� \ 980 West Henderson Road c y �AYOUt'.-- - I Columbus, Ohio 43220 . L� — j c j 614/451 -1711 I MIN BUWAL- Or 108 - GO 5 `�, D MOUN'(FD 'fR•ANy¢O(LMCIZ MPNHOIx w¢ Landscape Architect: . i UNb64•• t7t�-Ivy - _ p *,� � � _ / Muross Associates A '`k 1300 N.W. Northrup SGNCD M7 ?VG N jortiand Oregon 97209 PUMP Wil l - O UNDG'tz I7t�IYt /' / 503/242 1477 Thr`-MANN l.l; 3 �, � � r'-3 Oil.r �� - � P•( � --� _ _ �/� /� , A ;a)A•' GONGRE'l'T= �NGAhCD 'rYM vt)1615 MIN P�uR•,AL- Or 30^ POR /i UeNCIzAI. ? tiH�T A Rt2AM4ACMCN1QP� WORK s / NOT INCLUDED fp CONDUIT, MANHOLES, SLEEVES AND SIADS ARE NUI INCLUULU IN IIIIS a PA�KAGE AND ARE SHOWN FOR REFERENCE ONLY. EXISTING CONDUIT IS t , ` •' WI HIN THREE FEET OF LIGHT POLE BASES, EXTEND CONUUIT ANE) �� CIRCUIT AS SHOWN. ELECTRICAL SITE PLAN GEN RAL NOTES ELECTRICAL 1. ALL EXISTING CONDUIT FOR SITE LiGI'TING 1S 1" SCHEDULE 4U PVC ANU MINIMUM SITE PLAN North BURIAL OF 30" UNLESS OTHERWISE NOTED. i 2. ALL EXISTING CONDUIT SLEEVES ARE SCHEDULE 40 PVC AND MINIMUM UURIAL UI 3U" / UNLESS OTHERWISE NOTED. SIZE AS SH014N ON DRAWING. KA Wftrns Associates, k - Co«tuknNa [NOaN[[Rs DRAWN BY: DATE: 3. ALL EXISTING CONDUIT FOR SITE LIGHTING IS TURNED UP ON INTERIOR SU AS IU UI erw[sT HOMRIAN"am A`"r�r? n `� 9-26788 CONCEALED WIIHIN WALL. EXTEND CONDUIT AND CIRCUIT AS SHOWN. oes,as►aco o. � V A WIZAY CHECKED BY: JOB NUMBER: 4. ALL EXISTING CONDUIT ENDS ARE CLEARLY IDENTIFIED AND LUCAILU BY SiAKIS Wh111 �' .a� oRA Nom_ P288301 LABELED FLAGS FOR TIE-IN. t ` 1 AP m , ALL �•c t o( C Ns e—=trT t► AW, MISIUM K3T #a 'cti�� r o�+ ,C'R • OF 9 .. -._ - - .. - .-.. ..,,, :....�..-. � _, ., ... -- Gi�j�..,,y •_ •wflHwtv.r _ .....'7�5. 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G ' Y - --- - } - _ t (9)' BAYS V 25'-0" = 225'-0"� ___. _ _ __ --•--___ W-11. 0IZ"-0• TO CIWC l7 (7) W-Il. FIXTUREb t - ---- - - LEIyTI~R (TYF?') 711 .$1 70 ZOA-I P CIRC. IN PNI,_ MXI, *t 10 AWb • hl=@ tom" /L L-IL TIN63 COn17R 4_ DiA,6eo r-1, D.S. W-I Lo IZ'•0' 1_ 11 � --- � W_ILP IVf2 O D.S. w-Ib a Iz'-o' W-1-7 �� t3 _t` LIRC. IN/RF_a:EPT$ E21-g l0 I� IC-7 to ' 8,/0 W 17 6-If b II I ��.1.7 E.21 / I IO (TYv or �� f rj,l0 T I 621-7 -1 - R ` IO(p Y..Ll 107 ` L--L 1 �rYP.oi7> E® L � 2L 11-11 4� /23 } I I_-SBIi-4 108 log � D23 /2q NOTE: V--fO� E2l-9 V__G, II Iq ALL FIXTURES SHALL 05 \-� t -- - 1 OTIIBE TYPE R NOTED TO (37) 6-II T"VOL4t.HC)L4T Il t �-�, l C •17 3 �. - 111 1z5 1 OEt � -+ I2 �t fzl-rl E2.-.I 4 w•;z3o B'; / GL"`� � C .- EzI-9 rz.-L� ._ _�„c w zsc� a'i iT _� //z� /zb GL-N -�� <�2> E z l \\� " " " - �I13 SRI I E�21-/I t � R.� F R E I G H T �.. . .,......... .......,+... r ! .9 - Ezl-7 ELEVATOR �O1D Izz I – CIRCUITI IG _KEY w-16 — SPACE -G4-Ig-- _J �C-zl g, ®�� � * 1L-SB21-5 E21`8, 'L-?_1-1 ,14 �---- I ° l� I /a I z I 1 ® NO> DF CIRCUIT(S) I o4 w z:i p e'± -' �'�' EZ/-9 — f_zl-9 W-I"1 ® LAMPS- E,zl- , L -EPANELS -�1� � �: � -'la Ezl-lr I X21-Ir �� 3 � w-23© B' - --_ L=v� ® TAND�Y PNL."JCI1I� L ApOYi y•77V — / W-ICP �--TD(32)7-II �I�rUIZEh, GNAW 2L u a e2/_9 PANEL ll rq IL 59r13 2L it L E_'ZI-11 SuhPENDFLD TQ 10'-D"iTNaou&HOU"1. 480Y/.Z77J 129 / SDI -Q Et RM 1RO GCDRV, v-!/V-04IPANN YIPI6.E — 5.11 J>ruRE5)7W-17 Tp PROM DE EI/EIV 1�LUMINATIDN. GIRG E?I-5zl-B,/o W/a-II r IX ruR� IN RDOM loft PANEL "I G• - e-21-7 Exl-7 IIII INSTALL LZ 9'+ �V) I- — �✓ 9-11 /N S70RAOE /R-9 _. H H H - =w�T(ea.; �' _._ ... R21 (-rYP oFz4) H # ._ 3 c L-1 e E21-8,10 )ti3l ZL 11"1.A 33 -- L-5611 4 ( /31 E21-7 ezl 7 ezl-7 $pll-3 I I 120 4-21-7 ® 5 i CL-9 G L-a -�q ; LII -�-- I--= Ezl•9 - _ -- 1 n 3 I � �` ^011- — Sal/-z I �: w z ,� '�� � � �I SB11'�,e7 Ileda 81 - r'- - z000w (r, �. z000w , 4 N -_ }} — JOI H Ezl-7 H II j D �! r IG 17 ¢1 IC-/ " E2/-ll H Liii C(_-9 CL-q GL�i ---- 1 32 / 33) 1 34 c L n cL a cc--q �s e E91-9 0f ,�� (-r, 1 NO DATE PURPOSE EZI- 1 EZI- 1 t=:zl-7 REVISIONS t t� I I r j , AY 1 19 Csa,) r I - ��� -- Operations - W-I�o �H :H ,� �12,;�.� Center for : Key Pacif is r—� r— � PACE 9" ','J-iy VOID ELEVATOR EV-7 EZI EZI-7 I I i= Imo] �l f' 1 f �� S e 1-vices lr o r D . G2l-g e21-9 t2 la _.—__ X21-II zL•II-1,3 101 ( 'L Jp �f-� Tigard, Oregon L2 I f Westwood Corporation 13 i' _ l Portland. Oregon 97201 1) 3030 S.W. ,.goody Avenue �-ll t t� 503/222-•2000 1 o z /0 1 — -+ _ r ,� -- E24-7EZ! 7 EZI-7 - r I L- I—.-1 r r. _-1 I — _ x. N " lot =-r—��.� Architect: @a+ a " H' Mackenzie/Saito do Associates P.C. •, 0690 S.W. Bancroft Street W-19 -11 �- � - —� X21-g-10 � Portland, Ore on 97201 e 10'-O" E7I-7 J - - g I 503/224-9370 ZL-II'7,9 4 / /7 IL sgn a Ila Structural Engineer: Mackenzie Engineering Inc. yy-17 I! 5 �219 E21-9 3✓'u-9 1✓21-9 ® - - 0690 S.W. Bancroft Street +— 2L1116,15 J I;41 tl 503/224-9580 on 97201 TO GENTB4+ 1 a �+ ( / E21 1!}l0 IL-5411-10 � , - — Mech/Plumb Elec Engineer: R lP t=zl-I F1I-7 1�07 17 —� r,� ��l f� / �U-7 - ZJ M.A. Williams Associates _ Consulting Engineers Columbus, Ohio 43220 9130 West Henderson Road `W-17 61 4/451 -1 71 1 1=21-8 Io Landscape Architect: Murase Associates GENERAL NOTES 1300 N.W. Northrup Portland, Ore on 97209 503/242-147 1. SOLID SHADED FIXTURES ARE TO BE CIRCUITED TO EMERGENCY PANEL INDICATED UNSWITCHEII. PROVIDE LOCK-OUT CLIP ON BREAKERS. (TYPICAL OF ALL EMERGENCY CIRCUITS). 2. THE FOLLOWING LIST OF ROOMS SHALL HAVE O"F, (LOW TEMPERA1URE) n , r BALLAST FIXTURES. SEE SPECIFICATIONS. r .� ROOM 104 ELECTRICAL/GENERATOR 106 CHECKING/RECEIVING 1.11CkCP,:^(�'•;9 N i. 109 SHIPPING/RECEIVING _ ..arai� Ludiriorilla 110 TRASH ROOM 3. FURNISH AND INSTALL 1/2" X 1/2" X 1/2" WHITE ACRYLIC PLASH- CUBE LOUVER BELOW CL-10 FI/TURES. FIELD VERIFY DIMENSIONS REQUIRED. REFER TO ARCIiITECT'S REFLECTED CEILING GRID. FIRST P L O O R 4. R-5 FIXTURES SHALL BE SWITCHED WITH OUTER LAMPS OF R-4 LIGHTING P L A N FIXTURES WHERE APPLICABLE, ti.A.Williams Associates CONSULTING ENOIN[f,118 DRAWN BY: CIATE: COLUM9US. OHIO 9--26-88 ,.to PRO rff DESIGNrogr I WRAY CHECKED BY: JOB NUMBER: DLII sr P28830 i � -f M..A.R O us ��i 0is lob .c rTD3 IO �7.0/,s �- Z / 5.D R. or 9 11111110 111 log III III III III III III III I I III III III `I I III III III III II1 III Ill lit III III III i I Ili II! Ill I I Ill iii III I'. I I I I III I 1,: II1 JI,J I I III III Ilillll III 111 III I I ' =�_..., , ' NOTE: IF 1HIS MICROFILMED ORAMINu IS IESS CLEAR THAV THIS NOT U2, IT IS DUE TO THE QUALITY OF THE ORIGINAL g �e�I; L L 999�L 9L Z--�L L tL ��L 8i B1 L4 �l —sib Tt ell z�I 14 OlI (8 rM L 9 9 ► tQ i 1Mr,. ` DRAW1144(,. Illi lillllllll llllllll IIIIIIIII IIIIIIIiIlillllllll IIIIIIIII IIIIIIIII�IIIIIII1 1illll IIIIIIIIIIi IIIIhIIiI,,(�ll,lllllll iillllliillliilllllllltl lilll��lllm�llllll111 IIIIIIIIIIIIiI� Illlililllllllllllliliil iilill liliillllll►,ill IIIIIIIII IIIIIIIII Iiillllil IIIIIiiII . y JUNE sl•'slw► - -- arms"' sM>Irmn. ,. ,. 'ft �3 '• -' A B �' C p E `G,/ ` M J ' K r 275'- 0" 225'-0" ESI-i5 57-1-15 E1-I-IK * NOTE: ALL FIXTURES SHALL - BE TvPE R-� 11NLESS T033 6-10 FIATLAVVb, C NA,N � 'M OTIIE4WISE N01ED. 6ubPr_N�4D Ta> 1O'-D" '1"NRUueNour 1z�pN1 221, SPALtL F042. rV�N ILI-LAMINAT ION• �L_-9 0ti1 elyr, gra �uT AT TOP Off-6TAIIZ6 I v +1 W Iq EZI-13 >=21-15- - 2 � I k . � I + � �]1-11.IA � 10.! ,� W I� � `�..v"�` t !� LIRCUITING KEY_ 21 1-1.14 IM jN; ," s♦ s . c s 4, /^ — IL-1111-5 R-(o {Z-L.• R-!c 1 � c;..-21-12,14 _ EZI 13 FREIGNI `& �o N0> OF N -CIRCUITS) LAMPS �PANFLS ELEVATOR C-S'AIR .111. J R-(o, E7.1-+5' 101 1 Sg7•I-ID _ DIJN�M PROVIDE ((.) 7-II Q"5 12'h I� �- +_ F I XTcJ Rah.(-OOFD. - W/15QL11P•LAYO.IT ® ® - ® EZl-13 HM GI1ZG•5821-10 611 13 EZI-13 , J � EZI-15 1<ZI I` EZI-1-1 EZI-17 R !o W-1-7,1=Z1 IZ,I¢ (TY p. Qf _<13X L .-- iz 5 12-5 R r - zL-zl-s - 1h ! -- — X21 13 > Z1-15 E7I-15 MEC+-, SHAFT I EZI-17 EZI-17 E21-17 W-23 3 z3 5$2l-I 2L-ZI-11,13 3113 " 1 L-5B21-4 S IQ -- -- - --— } NI r=2r-l3 -$ ' ZL-7-1-1-4,14 � Iz la - -- - - - ea + f - ---- — --- --- ---_ --- -01 zl-58R1-Z l w II NO DATE PURPOSE 213 C2. ;5 I t=Zl•l5 OZi-l5 G R-V R (r R(n 6bZr 2 1V 11 I REVISIONS " 2L-zl-11..14 I -S�Z1-� Operations - 5 Center for : >� 941 Rr� EEP _ . . . r � . . . �211n ��I l� EZII� Key Pacific E21-I3 331% 11, 1=21- 1"L, 14 �^/ 1'1, EFI-I"Z l�} RI 5 W ELEVATO_RI , ( Nio> _ Services Corp . I �� i � (r 1 ���_ _ �Ll lS I G�.10 Z Tigard. Oregon 21-roleocW ,�,� 232 G( t0 DeVefaper: IL•bgZl-3 II_-5821-3 L .. � _ (t`(P,OP�) .,, Westwood Corporation r-�-� a 3030 S.W. Moody Averue ✓il-I'� �t113 �,1/ _ ` Portland. Oregon 97201 503/222-2000 �,� � � f � Architect: N ,, fZ 21 (-f`(? 0r a) 21 I4� <6> W-Z-3 - wit-W-Z3e 6 t __ t---- 2L•Zl-Iq � � se�21-a fi3 � Mackenzie/Saito do Associates P.C. 613 7-1 3 l� S6Zl q p(1)S II 31 �70W 0690 S.W. Bancroft Street C� P1X(URi;S r ° Portland, Oregon 972Q1 + �OTG(Q _ 503/224-9570 M Ctrl. AF -- —J — - se,'�H I V M�L,n2 ° _-__ �' * Structural Engineer: COORDINATE LIGHT FIXTURE �— GRID LAYOUT TO MATCH ARCHITECTURAL E2l 17 X21 l7 �iZl'17 �— / ��r, � * Mackenzie Engineering Inc. �,^� �-�-� u 0690 S.W. Bancroft Street -- ® l v l t1T-T�r' I Portland, Oregon 97201 ERI-13 ?1`13 _ Q4�0/2?7v ,aw 11.5_ 11 11 " 12 (0 1 STAWL?9 EL T(PIoFIZ) J 503/224-9560 P b , Mech/Plumb/Efec Engineer: - ? E0 � 2�7 _ L_`� L-- L_�- • • ° ez, ,� 11—� -- H.A. Williams Associates E?1-13 y 17� �- ---_.. ---- - 3-=� ,5 +O£F•3dE SNrE_1� �t� — r COneUltin� Engineers �� `"' `� '� 980 West Henderson Road 1-15 Columbus, Ohio 43220 it'-SPS-Zl•'7 61 4/451 -1 71 1 t t I I 2.t•;GI-23 I — K � Landscape Architect: COORDILAYOUT TO LIGHT FIXTURE t�lurC»e Associates LAYOUT TO MATCH ARCHITECTURAL GRID CEILING. (L•S6 [.l�F �� ® •41. • 1300 N.W. Northrup Portland, Ore flon 97209 E21-1?I 1621-13 E 113 - • • 503/242-1477 Ez) 13 •105 6?11�1� cZl l A � X21 ly �� II V,E3 R < Is W 0,ez-I 1S'14- + 4. r7rr_� CA �' 1v EutEIZ(rYr') ,1-�z - --- IZ.y R•� R0 tt x' s =� GENERAL. NOTES Il.s� Z' iZ-7 ml— e i.s' Ir.s1 1'S e f1 ?l ..� Avt ' •'" ,' "'♦ z+-AI 1. SOLID SHADED FIXTURES ARE TO BE CIRCUITED TO EMERGENCY PANEL ®cl r1 + I Pt R 13 INDICATED UNSWIWILD. PRUVi"r iOLK-UUF CLIP ON UNLAKLRS. SECOND FLOOR R. z e �''� FIKf Ott ESI G I . A (TYPICAL. OF ALL EMERGENCY CIRCUI IS). C— —s- a� LIGHTING PLAN a s - R-e 1z 13 2. R-5 FIXTURES SHALL BE SWITCHED WI111 OU1ER LAMPS OF N-A 11.31 jw or�) <„� FIXTURES WHERE APPLICABLE. Eby \ ' ^ 3. FURNISH AND INSTALL 112" X 112" X 112" WIIITE ACRYLIC PLASTI- CUBE LOUVER BELOW CL-10 FIXTURES. FIELD VERIFY UIMLNSIUNS R-rz R ,z R 12 ! 1 7 111 REQUIRED. REFER TO ARCHITECT'S REFLECTED CEILING GRID. Ll - - - - - - - - - - - - -• - -- H.A Williams Assmiates f10A" � c >1- ► r1WCa CONSULTING INGINEFps DRAWN 8, DATE: • -R-19 Q [.•1,1•�, coLuwsus. OHIO �l 1 4rl I „I 9-26-88 Z `tsjlPRO r� 0ES1ON sr CHECKED BY: JOB NUMBER: �•112G r a s► e °y D.A WR Ay P288301 f DPAWN By - LTI� T11l11O(�- r �K c M A O 3ft0 .0L%AwwM fSassM P.c SECOND FLOOD LIGHTING PLAN �n R�,,��+ cHSDK s' E - 3 OF 9 " _. ® 2�a3o1 SCALE . 1 / 8 " ._ 1 '-0 �., �,,,.w-..._.....•- .+..,.-*-...T .•-:-av,• , -��jdyai,. .saw- - _ ._. .--- ...�._ .,.....r......•.. +r.....r•+.. +.�,�iif�l .w.ARAM ._. .. _—...._.._....,......: � ..a.._ .__ .r.- - _ • � III I I I I I I I I I I I I I I I I I I I I 'r I I I I I I I I I I;I I I III I I III Ii. IIS I I III III III I I III III III I I I I I I I�I I I I�� III 1.111 I III III IIIIIII III III III 1 1 ~ . 51 NOTE: NOTE: IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO - - - - THE QUALITY OF THE oRIrlNni r�� plT L191-111111 11191; T111; L�7'L L11111111 I tqi I L[ i i - i l [ [l i DRAW IM 11111111,1111,1111111Ii ,,I1111ItI1, III111-11 IIIIIIilll—I1,11g,11111111 IIII11 ,,, , 111111Nt ,111111 ilm11111 IIIIIIII 1111111111990 JUNE -._..... .»._,,.,,,,,�,,., .,_.... '. ....:.r.._. _... ..,.—,... - ..- - ....,......,..n..--,..-.".....oua.�..r,:c.•w,rram+rcr-a`,r.....:.- ,. _ _ °« - _ ,.�,.., _ . _ ,w�:_.. ---___.. _ __ ....._.... �-•i,. ..._:. _ . , .. ._.: -.._.. ....•. _ _�r•nr� .,. _... J, I-, a o . f� � •-----•..fir.. . . �r::.Ia�'�" .,r•�w.�w,,.,� .,;. �N E < F G;' <� K - ' 27s' o" _ _-- - --- -----. -- — - — -- - (9) BAYS 0 25,_0, n 225,-0" — - - - - _------...--- - V� D.S. IV if tip .s.— --- F I // Cu I o FU c � -- `tel"'- T ��-� U3oIiK 12vV + zoH 12av � ,__.._. � �� ,�� tZ3 r� tB (NUT 1VtK plhp� - LI F al% 20 CI At,.. 25 vv w a�C?V, + VTIZ 581 -L Ir•. ;/ 2 2v/a-2r P►ll.•..1,.. Ib� II 1,o,r �i \ I cg � 2 - H NI _ �, — �/ I I Irl. ` LI I1j + . I t. . IG t:'I - .w 1 N - '� IFREIGHT �....�.�.�..._ 5f1 Iq'Z t--- - C-► Lf;�ATOR I� . . . . .�1. - VOID II�';+ 12 , \\ 11 II SPACE �J `� 271'►I 3�-A+11 Z__n 7 7 \WTI?, HTh. I t t t 75 KVA t r mlz �vl zl.4�kv .�. IG"lU M)AI _ , L Coc7�c ;�v}26cGP \ S"rA►JDts� �L.S 8 I�• � �--� ( A17DER- / � t �LE=.G'Y'211V-3�-aW � � I�•IZ � I. _ — — -- ---- Q�3�rf� Q� h- Cl Tl �fi'1 � *"44 \ • / IA-5fry 23, (IRS �Sil _ X11 jT A _Y w --� II r - t ---+— -- -- r--- - I -----4z T (. I ZG) kX \ 1 t- - t ---F..._ I F (_5 AWC N uM0I5?_fLoa1Z ! /� Y I I' L. ;� + t + Dur-T A'-0" 5.e_ (TYI') .F "a"EMT TLE �vuplll'( I„� to `C#-- ,� -�!� ! — i� UP -ro 2”' rllz (ZM 13;d iL Zd o I 14 A-0 lS ZS I — �� _ _ -6— f u l� —� 1 IA-► l �� 4 - - t 1 --t- -} -{• — 3 lu'� 1U590Ts (TYr?)� � �I I� II �I� I� rCA) �� ` DIF.1 1 ISI}� - Q) -i� �, EF-B i �F-q 7--V-l0 I34 . 5bE 3/B'• 5GA�E 'I �K�f �'�' � `rib NO DATE PURPOSE PLAIJ 5H7 E-ln �/ �� ••� v �� � �E, ' REVISIONS �� wer zcV 3 ; Ald i Ip'7 10 +r= fr3-4 Ia to oucT 1�'-�"G}.c. _ -t ,r --yl Operations <TYr.) -- \ ,}#✓ ,._—_ t, A r-_-- _ - __ _ _ . �. I r _- l H (� ) — -- - l,v F�E{�f/T -- Center f o r • 7i tlCbE / A 15 fAhMb151 Ar 104- + y SP �� E VOR I ID"I� e V .Pacific „ E V _ail I �� � � -S°15.3 -- F-l� I Services Corp . -- IA I l2='�3Y'12cw-3¢� S QR '�?T ' ;'. 3/8 f4 HP, IZU bvl -� '�' t L 5GA6E ?LAIC I ;r Tigard, Oregon t CD Developer I� / \ 114 HIP, kAMOSY t��.. -- �,� SHT. r-� + p Corporation e lq-$ i� Y IZv e¢ w I ' 27" MAIM 144 r�ttz f2ENc1� Westwood W Q --- - - --- --+--- -- - . ' - —— - - 3030 S.W. Moody Ave I Il0 — Z*1 MAW t-1EADE T2EuCH Portland, Oregon 97201 4w rN1V �, -- --- � _ .:. ----- �--- __ + _ — _ --�-- 503/222-2000 VdIGE/DATA � •• -- — — / -TI;em. M%P. 781e,1 ; Architect: f /06 LH � r _ — -- �� t I '>� H r -� , rH� [� _ _ Mackenzie/Saito do Associates P.C. _ VY ~ - — 0690 S.W. Bancroft Street -J Ig 3 I� Portland, Oregon 57201 5 Z —/, _ \ ! ,t + I + 503/224-9570 -� � r'K Vl DE 2 G 1 T t7 - --- t 0 / 30 ATV INS -r \ �� IIS � I ! Structural Engineer: - t ON 1Tu1S FW0 R 1% D 1 f�-TEp - - I II ��� Mackenzie Engineering Inc. ' co j 0690 S.W. Bancroft Street Portland, Oregon 97201 WP o 503/224-9560 00 rs] -► i -JA 'n Mecii;°Lomb/Elec Eng!-.er: _ H.A. Williams Associates 7 f� \ 1 / -- - y - - - - - _ - � -/ - - - ~ t- ! Consulting Engineers y 980 West Henderson Road Columbus, Ohio 43220 C'' � 614/451 -1711 CODED NOTES GENERAL NOTES Landscape Architect: 1. GANG WITH SWITCH. 1. ALL, CLOCKS 10 BE BASED ON SIMPLEX ANALOG 2310 SERIES NON-SELF Murano Associates 2. LOCATE ABOVE COUNTER. COORDINATE EXACT HEIGHT WITH REGULATING 15" ROUND SEMI-FLUSH MOUNTED WITH MATTE BLACK 1300 N.W. Northrup ARCHITECT. TRIM. PROVIDE SIMPLEX 2975-9040 BACK BOX AND ALL ASSOCIATED Portland, Oregon 97209 HARDWARE FOR COMPLETE INSTALLATION. WIRE TO NEAREST 120V 503/242-1477 3. FREIGHT ELEVATOR. 40 HP, 48OV, 3 PHASE. PkOVIDE 1OOA-3P CIRCUIT. CENTER AT 8'-•6" A.rr n FUSIBLE DISCONNECT• SEE STANDBY MCC-2 SCHLDULr.. FUSE PER 2 FIRST FLOOR P O W E R PLAN �I I I� MANUFACTURER'S RECOMMENDATIONS. NO MORE THAN TWO (2) VOICE/DATA OUTLETS PER HOME RUN BACK TO Iu'v VOICE/DATA TERMINATION BOARD. MINIMUM OF 3/4" CONDUIT. SCALE 1 / 8" 1 ' -0" 4. PASSENGER ELEVATOR. 20 HP, 48OV, 3 PHASE. PROVIDE 60A-3P FUSIBLE DISCONNECT. SEE MCC-1 SCHEDULE. FUSE PER t, MANUFACTURER'S kFCOMMENDATIONS. 1 -�� : ,� • 5. BOND GROUND CONDUCTOR, 103 THW, TO THE TOP OF ElLCII RAISED �_,>.• FLOOR PEDESTAL ALONG THE DIAGONAL ROUTE UNDER FLOOR. CLAMP TO PEDESTAL WITH SPECIFIED TYPE OF CLAMP. CAUWELD 03 TOGETHER AT "X" POINT AND CONNECT /4/0 BETWEEN "X" AND COPPER GROUND BAR. SEE ONE-LINE DIAGRAM. 6. EXACT LOCATION OF POWER DISTRIBUTION UNITS (POU) 10 8L DETERMINED UPON FINAL EQUIPMENT AND FURNITURE LAYOUT. 7. A.C. UNIT: REFER TO "COMPUTER AC SW/BD" ON ONE-LINE DIAGRAM. FIRST FLOOR EXACT LOCATION OF UNIT TO BE DETERMINED UPON FINAL EQUIPMENT POWER PLAN AND FURNITURE LAYOUT. 8. EXHAUST FAN: 320W, 120V, SINGLE PHASE, THRU VARIABLE SPEED CON11ROLER FURNISHED BY OTHERS. (TYPICAL OF 4). COORDINATE VARIABLE SPEED CONTROL NEXT TO LIGHT SWITCH. A >� 4• 4 H.A.Williams Associatos coNWI.TIN cNa+N[r.�t DRAWN BY: DA`E cauwars. oNw , 9-2F-88 AE40111 VECHECKEDBY: JOB NUMBER: nAvr vl� P288301 , �� D 11 eMN e�7l A.rl �' ISM.ALL MOR IK�AY� UYL 16 pm OF now w P .... ..' -.� ..�._,-»�>r .'`YAR. .. _ .- r.+..ww+r+rw►:..�..:-n...w.r....—..."._ - _ s...,:.,._.__.._ �y 111 111 III III III III III I I III Ill Ili 1 1I III III III III III III III I I III 111 III I I III I I III I I III III III I I I I I 1111 I I I,� Ili Il,lll I III III IIIIIII III I�1 Illll I '' NOTE: IF THIS MICROFILMED I I 1I I I I �I I I I J I I I A I I I I I I I I I I I lb I I 1 i DRAWING IS LESS CLEAR MAN `------ _� __._-----__._ - --- -� — -�- -- - ----- _ �� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � DRAWL. 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I STu� Irl EuD (o AFF. 2 +M L BuSN, Z21 5 229 \ -�----+-- +- --t. - - -►- �- fi-- - - T- --�—•-+-_.-_ �i - ------- ------------ -- / 3 --- — IL ----- ` , NO DATE PURPOSE I� Zig, Z 14 PPLO 2 �� REVISIONS Nj Operations S / CH] /(� -�c- ,o 2 -. IIkISsr zPF� ,� Center for . - - �, _�--__► .� -r--T ;-----�---�-- � key Pacific -f S EL_E -� jP�l ZQI'2q .r E '� - _ _ F Services Corp . � / Ac- t3 ,•�. �� %f � -�'' � __� , � ; � @� P n E Q ' IZ E vi I I (J I Zt3-32(Hvr VtM VWAF) 11_-164 Tiga d, Oregon Developer: 5 � �--T�I _ �� I,tiB A q (� N Westwood Corporation \` A G I Iq v ,HIV 2Pr I ' � \ 2 l � 3030 S.W. Moody Avenue p II iF Portland, Oregon 97201 4 X200 ls, , G Lor 231 �� �,F 503/222--2000 v; Architect: Mankenzio/Salto & Associates P.C. W12 1H I.r, l _. --Yr1I�E CTS !T(p 1 0690 S.W. Bancroft Street �} 1 E'►11 °Zll� ; Portland, Oregon 97201 PDU5 / PpU* ? —P"iL• 2► 503 '224-9570 (7 �} '\ ��• (,�\ vol�E DATA ago Z7 v- 4IV i t 1 , AAECH. SHAFT 5-2 _ / 4 F Kvn Y/ 1 3�, J rE I�M. t3 r FM¢. ►--- ----+ - +- - -�- . --+ -- t -- +— + --+. ---t- - �` v � ovErplEnU 1 .� .. A 'i�r --- �-- v I © _ / ��•� i -- ��' I STArsnpY �Nt,. SF3�1 � I I� � Structural En�lneer. - Ii ��' 4s,Y Z-17v-30,4,v aI�PIZdv / 1 3� i' Mackenzie Engineering Inc. rf F�,EAuc u 0 V_FLo'>I2 pub i Lv-v' o,r- !T-Y • /-� ,_ / � .,l � `�, I` I -� uu � 0690 S.W. Bancroft Street / AA Er1ER,(iENcY 1'�Nl:��'E21• 503/224 9560on 97201 - / /�C' 14 5 TANbIsY PIJ1.. �lj F32A PAY/2�1V, 34S 4N -�+- 2A`l� ZoesY, \v- ��-4\v L. \ t—.---�— -- -- - --- f-- t--�--- - r— —T— —�-- —�- r-- i-- -__ Z,5_ ,� Mach Plumb Elec Englne�rc • / \ � -- - -- -_._ �•�In/�l''1�' �� � 2 r3 to ,� � - -•- / _ . H.A. Wllllams Associates ng Engineers C onsultl E nears - - - ---- " - -w - A: r ❑ �. a 980 West Henderson Road �✓ _ iZM►�TE ' Z ` ' / Columbus, Ohio 43220 / _ r_.r • _ ® - /\ 215.24 Z�3. 3 \ i-----+ ---- i -+ - 1 T ----+-- 614/451 --1711 2EF21�i �" Z Z� 25 - � Sc3LA-8 5a2A'll ! b Landscape Architect: lz0,v l4 / 68ZA ?_ i L•ra sry Ll1 wart i-�T� uur 5EE f.HT E_, 2A Zc� 62_v5) 9� I ` 238 / Murano Associates ccz�F`rTVV. iZOF-1 �_4 414- e(OG lFJ v�'I G Cv I l 1 300 N.W. Northrup 212TH wk6 iF' 1F, F}JL. "2A"- SBZA l� EF-2 I I �_.-._--1------ { T----T --- -- --T----�- T-- �'w Portland, Ore on 97209 Sf3�'I EF3 1 14 IaP 2vv-I� II I 503/242-147 Ll4oO NP, IZU•V-1l �\ 25-ho 41 iA-i(c �b Zt3 2Ta 21315 20-20 , �p— t L_ GENERAL NOTES S Aeo�QlT� JUUL_ i3OIL 1(r�--� - _ A T�vE e 1.�,. 1. ALL CLOCKS TO BE DASEU ON SIMPLEX ANALOG 2310 SERIES NON-SELF I �`-vb 2g ZZ � toal,l�) y - \' CODED NOTES REGULATING 15" ROUND SEMI-FLUSH MOUNTED WITH MATTE BLACK TRIM. PROVIDE SIMPLEX 2915-9040 BACK BOX AND ALL. ASSOCIATED * 2v2 \ 1. GANG WiTH SWITCH. 1. EXHAUST FAN: 320W, 120Y, SINGLE PRASE, TITRU VARIABLE SPEED HARDWARE FOR COMPLETE INSTALI_A)ION. WIRE TO NEAREST 120V \ - CONTROLLER FURNISHED BY OTHERS. (TYPICAL OF 3). COORDINATE SECOND F L O O R CIRCUIT. CENTER AT W-61'. �� �I N �F�j 2. LOCATE ABOVE COUNTER. COORDINATE_ LAACT HEIGHT WITH VARIABLE SPEED CONTROL NEXT TO LIGHT SWITCH. \ -. 1 L7ALAARCHITECT. 8. A.C. UN11: REFER TO "COMPUTER AC SW/UTI" ON UNE-L INI IIIAGNAM. 2. NO MORE THAN TWO (2) VOICE/DATA OUTIFfS PER HOME RUN BACK TO I 203 POWER PLAN 3. RUN 3/6 AND 1110 GROUND iN I" CONDUii BACK IU A 50A-?P EXACT LOCATION OF UNIT TO BE DETERMINED UPON FINAL EQUIPMENT VOICE/DATA TERMINATION BOARD. MINIMUM OF 3/4" CONDUIT. I LIF BREAKER iN PANEL "2A". RANGE • 120/208, 3 WINE, SINGLE AND FURNITURE LAYOUT. 3. ALL JL'"CTIUN BOXES BELOW COMPUTER FLOOR SHALL 8L INSiALLLU ON I e - _-� " • - • • - , , PHASE, 5.9 KW. 9. CODLING SUPPLY UNIT: REFER TO "COMPUTER AC $W/UTI" ON ONE- TOP OF 1-1/2" DEEP UNISTRUT CHANNEL FOR WATER PROTECTION. 4. BOND GROUND CONDUCTOR, 103 THW, 10 IFIL IUP UI A U NAISIU LINE DIAGRAM. SEPARATE FEED FOR CSU-IA AND CSU-IB. EXACT �, - FLOOR PEDESTAL ALONG THE DIAGONAL ROUTE UNULN TL� . CI AMP LOCATION TO BE DETERMINED UPON FiNAL EQUIPMENT AND FURNITURE - -- - TO PEDESTAL WITH SPECIFIED TYPE OF CLAMP. CAUWL10 /3 LAYOUT. — — -- - -- — — - — -- --- — -- — — ��KW � ;� TOGETHER AT "X" POINT AND CONNECT 14,'0 BETWEEN "X" AND COPPER K A WiNlerns A�sociatN F i d 44 GROUND BAR. SEE ONE-LINE DIAGRAM. CONWLTWO twa1Nt4►�t DRAWN BY: DATE: i -� wF7 eolu«lelef one „ 9-26-88 `'Zty IN 5. EXACT LOCATION OF POWER OISTRIBUiION UNITS (PUU) TO BL ,1,+ DETERiIINED UPON FINAL EQUIPMENT ANI) FURNITURE LAYOUT, EO►tOrf�� �IeMt. a ' CHECKED BY: JOB NUMBER: Z 6. SATELLITE DISH: �\ �wE went P288301 SECOND FLOOR POWER PLAN ` ® DRAWN IV PROVIDE (1) 3" EMT CONDUIT FROM VOICE/UAIA IENMINAI HOARD IN m 111101111,,� NETWORK ROOM 213A TO COLUMN "2-L" FOR TIE-IN. INANyIIII1N ID l IN ,rp •. � Q AP SCALE 3 / 8 * 11-00 RIGID GALVANIZED STEEL FOR EXPOSED CONDUIT. PROVIDE � ��+/ a E-5 eEATHERPROOF DUPLEX RECEPTACLE ON DEDICATED 20A CIRCUIT IN RIi� 4.fi!R OF !fa Q FXNENU CONDUITSCASCUIT REQUI ED FOR PROPER IIAUM OF INNSSTALLLATION". CONDUIT. « ,►... .. fir. yy .:.. .. •.. ..yrr..« • .,. 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INSTALL SERVICE GROUND ARRAY INSTA p/rC /NSUL -IA s FURNISH / DUPLEX DAY 7'ANK PUMPS INSTALL TYP,p AMG-/A STAT.(TVP OFzCOOL6R$1 ----- SEE S/T(Z ELEC. PLAN 504'rE-I SLE 1-1-INS PwR. O/A4. Jl r FI-U 10 Fl_U I D !� CR COOLER FULL. PLrMP OOLE p J Cot-'N. TO ADOL/T .5 '' f•� # DI Y7 1 206 Y 3 $0 aATE OPE,• v ' MIRE 70 /5A-30 /N 56/A I 3 '�/o � 't/04. APPRox. 20' 1 J 3 I J \ �I I �l J l" G. TO STARTER Y (I, FAN m2) PUMPS 4 I A/r DAY TANK I I CONTROL Co,�/OLI/T GOM QINAT/ON BATT. (I , SUMP NTR TD � '� TO SECURITY OPPIC-9 s' CHAR4BR GAS/NET +I )JGr- 7_(TYP/CAL)— 1 107 I I I ,Z7'dOADBR DucT 4"x scIRFAGE WALL DWCT 2NSt -0 /D /�/O A I ' I -.•� AIBAVIR ADUGT�TYR OF./> ALL !nl. f? ALL W,P, I � I (7 ] /'-A 0/0 11'/'*/O 4R D• I _ t st�zA PANEL " /A_ - 1 FIRE SupRESS/ON p/D/n 0 !s QUIP. I 9.08 Y//.20 V rw/N TU(3) / SBAA-17 FLITURs I 5- EF -5 - IR2Sa-3 I PNEUMATIC oP�iR, X20 v_ / (BATTERY GANG W 5W �- 7S K.VA KFMR OVERNEAO r-- I I , e. opcNJ UPON noWER I Dlac. I '� FAILURE J CIRCUI�v I I M1N, 7fAFF PE,? SMI, E 9 I I I 4$ KVA XFMR OVERHEAD MIN 7tAFF plsc:. I IloA I �2SA-3 I I G•B. FU 7-4IR6(o ROWS OF LiAT-/£RIFs _ -- I P-3 z J ' STANDBY D/ Dcic HTR DtOc/c NrR• r l --'. PANEL"SB/Q 120 ' (TI IN TLl(j1 CCA 33 J 5B/A- 3 `/ SB/A-S L � P_A INSERTS�-rYP. OF � �1 4* (6 MGt: z ( z 1 J 8-0,I. 4"SIR, WIRE WAY FROM L.S. TO U y l O Z /O e 1 /O 1 P. I I B PNL5MOUNT AA.) TYP OF 304•,2(' CyKP R.O.G ' T I ftI TUBE PNA.S'lA" � SB/A PNL IA 30A-2f" `- �-_ �.� 1 I P_ .5 I N"TKS'N vo/GE CA-r,4 [30. PNA. / A 1 MGG-2-- IRAIGA.T/ON CONTROL F !,'_ / By OTHERS. PROVIDE DEDICATEDRC. AS SHOWN• STB OUT 1�" 11411 'TW IA z1 Iu T is /3 UP FOR Far/JRE r/,_-rN.ND. To s' ��YDND !!t DesELECTRICAL ROOM 116A & B .� M 'A-"} GOM U ER ,4/G sjW�,BD 3 > 3 � ago Y 21�3 � SCALE: 3t8" = 1 '-0" DHFR. CONTROL_ LAa, Y , c Y N � `__� �= GrZ0A TO GI��M. O Y T,c.,C_ O N n O IA ���) 1 tzVAf SYytB11 —� Co ROWS OF DATTERIEs 0" RACKS F LIT1_IR4 MAIN FLtEL 7ANIC J H r- J LEVEL ALARM PNL. DAY TANK. BY MECI.1. CON rR. I F. Li EXTEND• CIRC. -rk4RU FLOAT GOVT, P U Icy /-M C C- I MACH N4 - I A REMOUNT DAYTAN K- 1 480 277 V. 4 W 45 KVA xFMR 75 K VA XFMR 130.CO .-rS IN TF R. SW/ _ ALARrrI InIIR//1C} / 3 45 <V AD MIN. 13� OVERHEAD MIN ESD. CONTACT$ OAEN ON GL/P /LOCK J ON WALL- RT6RS 3'M/N.(TYP� -� 7'h AFF 7'4n"AFF 4" SQ WIREWAY FROM G.B. TO I,JA�EN 4EN. IS 5/GN.ALED -- TO 4TART, L r r _ PNL5 (MOUNTED AD. TVP. OF PNL5 "10`/16818` C-ONV. 6A. STARTF_R -- T-•1 \ 14 co �"Txg'H VOICE/ _ DATA. OD. - ro ISA.-3 BR/cR• I I _ -- _2c.DA-9v I 2Z3A-3P l N PNL �z 1 _I_ -4.:1 /zo v. 1¢ P u,H, I I _tee. _ , --- PA N E 1. ��1 Q- 4 x 4' R11.J AT 9'�- I AGCBSS INSERTS - - 1-JI GEN. CONTROL (TVP. OF 4 I - - - J L - - .- - .204 7/773 � TWIN TUg� w121Na STANDBY PWR PNL �- MGC-Z Fu'ruRB - - --'------ 480 277V,3 - 480 277V, 3 -4w STANDBY J3�a �_Jil PANELSB1 NO DATE PURPOSE FRO/y7- ,20aY /2,0 V 27'NEADER DUCT r 'r _ _ _ -- (Tt~'IN 7l-lLi� -}"x rD" SURFACE WALL NOTE: PROVIDE' MIN. OF I/'• GONDu1T FROM I� I DUCT. PANEL To REVISIONS >< NEApER DUCT&yP. OF4) CONTROL. PNy TO EA EN6/NE FOR I ( � FRONT I I MAGNET(,^,•• PICK-UP (SH/6LDED I I I !- _ ; 2 SUPPORT lY 374 Operations I CONDLICTORS�. F-uTLIR5 5PAGE Robs 8'O FUTUREi ' I 18.1E ELEVATION SMT. E-8 � 4'MIN. I ;_IONTINCI, SEE SNT. E-2 GANO LJ/SW 7V$aRAT/0,A _ Center f or : t I-- 2 UN/8TRu7 RECEPT, SEE dN-r. E-4 (SEE ELEVATION 3147 E-8) I I I ' rCHANNEL L - 1- _ _ � _ _ i _ _i Key Pacific TRANSFER SW 8 D. MAIN SW BD. Q I ISOLATOR P/fwlJ J TF�a�uNl�r�T ELECTRICAL ROOM 137A & 13 ' Services Corp . 460/.2-77 -3$0- 4'(0" MIN. �---�� �j'(o' MIN. g0 ,277V-3 - W 31 7'!o"MIN. i A_/A I CLEARANCE SCALE: 3/8" = 1 '-0" Tigard, Oregon l�T) H T N I ANCHOR TO WALL Developer: I Westwood Corporation -lzo V-/yd P,L1. N, — 4NISTRUT 3030 S.W. Moody Avenue t Portland. Oregon 97201 503,/222--2000 ELECTRICAL / GENERATOR & BATTERY. ROOM -PARTIAL PLAN TYPICAL TRANSFORMER Arch!tect: SCALE: 1 /4" = V-0" SUPPORT DETAIL Me ckenzte/Sotto do Associates P.C. C RECEPT GLIR,:U/T/N4 .20A-(o P ELEG'r "E.1-0N N . T . S ■ SEE 51-17. 5-S LTO, CONTRACTOR FOR u690 S.W. Bancroft Street 51-rE LTO, Portland, Oregon 97201 503/224-9570 PROVIDE SQ. D GLA&a ,2510 MAry/UAL MoTOR PANEL Z, A TO STARTER FOR 480 V A."9N OPERATION w/ I LO g IZO V ,� PANEL Z ) Structural Engineer: I 60LE SWITCH /N FLuC•NCLOSURE AND REO NAM PLATE IDENTIFY/N4"20/LER 480 '/ 2.77 V EMERGENCY STOP- (-I•YP OF 2) I 22,5 A -3p c_.B. 3/4"7 x ®'H VOICS1 235 Mackenzie Engineering Inc. SEE SNT. E-6 FOR RECEPT. I DA r4 30400 ACCESS INSERTS L/OHT/NO 0690 S.W. Bancroft ''treat GIRCU/TING �TYP.� , 75 KVA XFMR OVERNEAD. �TYR oF'' ) SEE 5147. 6-4 Portland, Oregon 97201 GANC3 503/224-9560 FOR BURNER MIN. 7'fe" AFF. \ /-- STANDBY CONTROL C Mcc•,t LO 2� � w�SW PANEL w - [HI __. , � I I 'F..{� l �.� - A S P, t 1' Mach/Plurri!b f Elec Engineer: 8'O' 4soY/,.-77V - I �_ - - ALL 220 '" ' I "•''• 45 KVA XFMA UPS SI�BD.(INPUT) ' FUTURE A C UNfT 1 I 1 OVWR04EAD MIN. _ - PANEL SB2B N.A. Williams Associates MOTOR OPERATED S82A-14 I DAMPER - /zo v -, j ' ; _ _ _ _ _i 7'fo'AFF ',-- - ' - - _ 2.oe Y 120 V Consulting Engineers TYP. OF 4 AIG UNIT 3 I - 1-. TWIN - /B I I --- - - - �. so2A Im ;/ oCtiM G wW - I ____-I-� I I I ) /4`Tx4'Wx EMERGENCY/ 980 Colubest Henderson ehio 43220oad I 8'L VOICE G/ E G E V C Y 614//451 -17111 ,2 MOTOR OPERATED I ,I 12164-SP1 I I 147 DATA BD. / PaNEL �E 21 SYSTEM GON'rROL 75 KVA C,8. ;6 DAMPER/[TOIL EA TIE I GA,8/NET I I INTO CONTcoll-ROL, DURNEA I I XFMR OVER Landscape Architect: I CONTROL, I I - I 801 LER HEAD M/N r- J - - -- - J z HP OV-30 7'!o•AFF I I I IT -riN - - f- - - - -_I y RR�.aPi 1 I I I f E 5 FOR CrRcuIrINQ Murtlse Associates i `I ���jj 45 KVA XFMR I I 1300 N.W. NorthrupoVERHLAD MIN. 1504-3P I ( UPS MOpuLE (FUTURE.) ' _- , I i �,� Portland Ore on 97209 �- - _ -- __ I _ _ — PANEL 2 8 IN SECURITY OF••Icls 7'/o"AFF C B I SERVING PNL 98111 I I __ I I 503/242\1 47� I z., I I - - i� �� .� -_ _ I 4- - - J T 191 N 1,1.13 V - - - '1. 2)z4'GABLE TRAY _ _ _ --_ r STACKC.D UPS MODULE L-- - - - - -I 12'SQ. 500 KVA 4"SQ. WiR£WAY FROM G.B. 1 M•41NT, OYPASS 'TYP OF PNLS"XIS /:gexe'' • IREWAY '-7 � 70 PHLS MOUNTED AQ. 4'x b" SURFACE (R)A4'GASLE TRAY -- - WALL DUCT• PANEL `-z7,. 24 (l - 5TACKED TO HEADER DUCT I MGc_ (TYP, OF4 L --------- A I BYPASS XFMR I Q G UNIT 4 AD SECTION . 1000 KVA I INEADCr DUC.�-- • /v.-r.S. e - ----�--1 - - - GONhI OGOM P L SW gP C l� � rYPIGAL) P_1 , (2) ,24" GABLE TRAY A i STACKED ELECTRICAL ROOM 247 A & B 1 P-2 E-� � SCALE: 3 /8" - 1 '-0" MCC-2 -__ - -- ' S.9ZA 18 Mccz ELECTRICAL AIR DRYER J / -=� __ FUTURE 1 91 p I ELECTRICAL / TELEPHONE ROOM 235 PARTIAL PLANS BYPASS VF'/-I R 7EMR c-oN'rRaL SECONDARY : ., — PDU SW/BD �Ou'rPU T) SCALE: 3/8" G AIR oMP�L,IIAt.l 4 P,7I J if - E� � t-I.A.Williams Assciclates L`RAWIJ BY: PATE: CONSULTING ENGMEF.48 9-26-88 U P S ELECTRICAL ROOM-PARTIAL PLAN COLUMBUS OHIO CHECKED BY: JOB NUMBER: �tOpRG! DESIGNEO BY SCALE : 1 / 4 "_ 1 ' 0" .S��gk #NDDAWWRAY NeY � ���� 1'288301 i- G D. S, D� e I *os �� 0 F 9 � A ♦ CHECKED BY To ' r , w:. .y,;. .-.y,.,....,,.rs ,, OFF WI•u� If►" Mme... - I _. -- .__ .-.-« .rw..r. .,r..++r...�....-...-,•_.�.r�rw-+ +w.r+�rr►s+`►.:....� ...-...rte..._. _..-.. _ _ ,a, ' III III II, 1II III III III I I III III III I ( III III III III III III III I I III III III I I III III III I I III III III I III I I I III I 1�1'I+I Illll I I+I III IIIIIII III III IIIIiII � --, , lel i � ilh iii ► � i4 iii Iii i_ � �+h i � il(� � >< II • NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL --- DRAWING. L9 S t L 0� ['r� L► 19�I �1 t t t �i 81I rB i liI �Y ' (III IIIIIIIII IIIIIIIII ILII lIII IIIIIIIIIIIIIIIIIII 1141II11I IIIIIIIII IIIIIIIII IIIII4114 IIIIIIIIIIIIIIIIIII UU1IIIIIII rl,l+ +++� +�►� ++++lull IIIIhI�411IlI��Illl�ll++l+IIIIII+II IIIIIIIII III+VIII II,IIIIII IIILIIII IIIIII►I!IIIIIIIII IIIIIIIII Illllu►I IIIIi+Ill I..►I►►�►IIIIrIII JUNE 91999 " .�........•.r.�w• ... . .._. ..... NOWMAMI AINNISIMAMN., 0000MMM .,,. _ . ). ,1Hw� :. _ w.1�P�e a. w.v► -1� '!R!J G .. .rII�. �P _ _ i Ilk /-TOPBEr BRODS GRADE, PANEL INDICATIONS a 4/O AWG ALL CONECTIONS SHALL BE CADWELDED 480/277V-30-4W 6'-0' MINIMUM (TYPICAL) UTILITY PAD # 4/0 AWG MTD TFMR 12.47 KV TO 5/8,x 1U' COPPER-WELD 480/277V-30 208/120V-30-4W ROD. (TYP. OF 4) -- 12-4' COND.-CONDUCTORS dY UTILITY CO 750 MCM -- _ GRD. BUS _ I 21 1#250-1 1/2'N.M. -� C'T's PER POWER e 2nd FLR; PNL a] CO's STD. I.G LG, NEUT. DiSC,LINK -- 3000A-3P W/G.F 1. MAIN SWITCH BOARD 480/277V-30, 4W � I 3000A RATED .e. 1st FLR, PNL #B - -LG. LG. - I 1B 3DUDA GND. FAULT SENSOR I I 3000A-4W BUS — — — --- - FEEDER KEY SIZE OF /- GROUND SIZE 200A 200A 200A 200A /200A 200A 200A PGOA 400A LOOOA 1200A BOOA 4LOA I CONDUCTORS- 4#500+#3-4" 110 Ito 110 200 200 110 110 800 225 2000 1200 800 400 NUMBER OF �CONDIUT SIZE CONDUCTORS I 3#2+6-1 1/4' 1-3#2+6-1 1/4' �3#2+6-1 1/4' 4#3/0+6-2' x4#3/0+6-2' 3#2+6-1 1/4' /--3#2+6-1 1/4' 4 SL1S OF t/4'x4'x2' CU ' 3#500+#1-3 1/2', GRD BUS UNDER FLR 75 KVA 75 KVA 75 KVA 75 KVA / 75 KVA SET OF 4#500+113-4' IN SORTER RM 480 TO 480 TO 48C TO -- 480 TO 480 TO 3a5UU+1/0-3 1/2' __ 208/120V 2081120V 208/120V 208 1120 V#2 \ 30-4W #2 30-4W #2 30-4W #c 30-4W #2 �� 3284WOV ---— --- 4#4/0+116-2 1/2' 4#4/0+#4 4#4/0+04 11 21 4#4/0+#4-2 1/2' 4#A/O+#4 /� --'2 SETS OF — - ( 404/0+#4-2 1/2' 1N 4' SQUARE IN 4' SQUARE C 1 l RM 'X" GRIDS - WIREWAY = WIREWAY — - W 4' SQUARE -- - 4/0 TO CCIMP. - WIREWAY S SEMS OF 3#500+02/0-3 1/2' MCC-1 3#50U+#250-3 1/2'--\ J4 / 480V-30-3W 1 - — 1C 10 1B lA 225A C.B. , %� 2A ���1112B r (TYP) -/ ( 225A 2000A 1200A 800A 400A TRANSFER TRANSFER TRANSFER TRANSFER TRANSFER GRDB S D I SWITCH SWITCH SWITCH SWITCH SWITCH -- GRD BUS UNDER FLR �- IN PRINT RM 700 KW I OVERCURRENT — — 1 STAND-BY GEN I BREAKER NO DATE PURPOSE 4/0 'FO COMP. j 480/277V-30-4W (TYP) RM 'X' GRIDS 225A 2000A 1200A 800A 400A FOR FUTURE I, EXTENDTION f N.M. I REVISIONS l/4'x4'x2' CU 1 GRD BUS UNDER FLR I 4000A BUS Operations IN COMP. RM 700 Kw bl I STAND-BV GEN Center f o r . 480/277v-30-4w I FUTURE 1 1 1 TRANSFER SW/BD SECTION J J 4/0 TO COMP: 1600A J 480/277V-30-4W I Key P ac if is --' Services Cor RM 'X' GRIDS L-— ODA OCA ——— p . 4 SETS OF --- 4#500+#3-4' 5 SETS OF 3#350+#1-3 1/2' _ Tigard, Oregon 3#500+#250-3 1/2' 2 SETS OF ———--——------— 3#500+#1/0-3 1/2' - I 400A BUS STAND-BY 3#250+#4-2 1/2' 2 SETS 5 SETS T Developer: TYP. ALL PDU'S 4#500+1/0-4' 4#500+a�0 -4' 160OA-2P 600V D.C. POWER PANEL Westwood Corporation MAKE LUG CONN. TO I- BATTERY I- —IOOA o 0 0 / o 00 0 o0 480/277V-30--4W UNDER FLOOR GND BUS SYSTEM CONTROL CABINET DISCONNECT 6 IOO �3 3+ I o o ti u n v I 3030 S.W. Mood Avenue -- ��\ FUSE <TYP)-�\ I A/C #1 1/4' I I 503/222-2000Hand. Oregon 97201 q3/0 TYPICAL -- \ — -- a#4/o+#6-2 1/z' loon 100 � o o O— I 3#3+#8-1 1/4' - I 150 KV, PDU #1 (SORTER RM) A/C #2 — J Architect: �p� 1 60A I 1180-30, 3W Q a00Ao- I ^- MODULE � �O I3a6+1110-1' 250A I I K FUTURE I 'amu A/c #3 Mackenzie/Salto & Associates P.C. E I I 500 VA 60A MCC-2 I — I (>o I 0690 S.W. Bancroft Street Ia6+a10-1' aecv-30-z ' �� a#1/0+#6-2' Portland, 150 KVA PDU #2 (NETWORK COM) w I BATTERY� Oregon 97201 480-30, 3W A I (TtP) 6oA n/c qa 503/224-9570 250A 4001 I 7, rz NN (2) 2Qr I SPLICE BOX IN I 403118+#10-1' CORNER OF Structural Engineer: W1170 TRAYS. STATIC 100A I A/C #5 (0 mr2 )- U SWITCH ELEC RM 104 l50 KVA PDU 113 (FICHE RM) � 1170 480-30, 3W I I ~ AUTO 13#3+118-1 1/4' 400A u BYPASS I FUTURE A/C #6 SB11 Mackenzir Engineering Inc. /"� -NOTE, I UPS SW/Br) (INPUT) aaa/0+116-2 1/2' I� 60A ( 0690 S.W. Bancroft Street I 2soA CONN. NO GROUND 480/277V-30, 3W 40 I3a8+#10-1' ! BOND 2 SETS OF 1600A BUS I \\�fL— Portland, Oregon 97201 3#500+1/0-3 1/2' \ —o 'r-�1�- g 150 KVA PDU #4 (PRINTER RM) �� I \ I / I 60A I A/C 117 503/224-9560 I 480-30, 3W I NEUT • i I \ 40 400Al 'UOA I 13#8+#10-1' 250A a I I ( I I �� I I 1o0OA � D I 6oA I A/C #o Mech/Plumb/Elec Engineer: 1 ZL1 —OI ' 60 I3a6+1110-1' H.A. Williams Associates 150 KVA PDU #5 (COMPUTER RM) � I I I L— �_ MODULE FUTURE———— 12ooA ° I 7 H 480-30, 3W " I GND • I FUTURE CONN. I 1000A I Et'1 rg 60A 1 A/C 119 SBL, Consulting Engineers 5 oA o I 60 13#6+#10-1' 980 West Henderson Road L_ I ------ o , ---_j 5 SETS OF L---_ 'T-*� �� � I N'F. silo Columbus, Ohio 43220 — -41 11---0 o-- IOOA 1 - - I50A C.B. 150 KVA PDU #6 (COMPUTER RM) I / I 3#500+4/0-3 1/2' �+-y 100 3#4+08-1 1/4' /' (TYP) 614/451 -1711 ��p� I 13#3+#6-1 1/4' / 480-30, 3W aooA -�--2 RUNS OF 12 (� tz�4tij I LIFE-SAFETY A/c au --- #350+4/0 IN (2:24' 250A WIDE TRAYS 480V TO L——— J DISTRIBUTION loon 4s KVA � -- ---- --- 100 I Landscape Architect: l50 KVA PDU #7 (COMPUTER RM) r 277/480 Y 303+#G-1 l/4' n 480-30, 3W -��--0� D— �� Y I /� -FUTURE A/C #12 �_soA ao I I O SECTION I loon loo I� SB1A Murano Associates ].00 III I3#3+#8-1 1/4• ! 300 N.W. Northrup 1 I IA/C #13 ;� #(' - Portland Oregqon 97209 SPAF'E I 1500A —J 1000 KVA `- NOTE, [ODA - 4111/0+116 IN 4 ;QUARE WIREWAY 503/242 11177 400A I I �\ I NLUT I BYPASS BNO ONDROUND I 100 J TFMR 13#3+118-1 l/4' i A/C #14 45 KVA SPACE O /I> I 5 SETS OF 4#500+#4/0-4' 60A SU 400A I �� I I I3#8+1110-1' I SB1B BYPASS TLAJ FMR 60A I CSU-1A SPACE - O O I I GND I #750 SECONDARY 480V TO I 11h__/ aoo 1600A MAINTENANCE - � GuvuNv swtrcH CUBICAL I So 13ae+#10-1• FOR FUTURE 10 1x1rkf 480/277V-30-4W I (BYPASS SWITCH s � I Esu-1B 2oe/12ov = ---------- I 30-4W _ EXTENSION I 100A FUTURE EXPANSION I—----———— ———`——r = I -0 IFUTURE ---_- 45 KVA PDU SW/BD (OUTPUT) I I IOOA IA/c y III ^ o . 48OV-30-3W —\ IFUTURE SB2A G I - IA/C s 116 � - 4#1/0+116 IH 4' :QUARE WIREWAY 00 \` SPADE A ONE - LINE 30' OF BUSSED ' 45 KVA \ S/ DIAGRAM I i POWER DISTRIBUTI ❑ N DIAGRAM ( COMPUTER A/C I 06A I4801277V-40-3W I �- L-----J M.A.Williams Associates CONSULTING ENGINEEP>t DRAWN BY: DATE: COLUMBUS, OHIO UIQ 4rjl 1-1II 8-26-88 �EpPRp�f OESIONEO •t 4'` N Ff1`11 I I•' A l-lC�l CHECKED BY: JOB NUMBtR: DRAWN By P288301 ' .. OR�CON (NEC[0 t c rZ OF 9 ... . ., e_ `�:.. ` '�r'glyr'.,...I ..' ''R'llr..e-'�'�.! .. •ry_ 'Iib•O"' ill III III 11III III � � III iI1 111 :1I1111 111 III III III III III III III III�III I I III III IIII�II III III III � � � I � i � i � � 1111 III IIIIIII 111 III III I I ` . Z NOTE: IF THIS MICROFILMFD I AP'', I I �I I I I h I I I q I I I I I (• I Mid I ( I �� 1 I �I .I I + lb I DRAWING IS LESS CLEAR THAN -- J` ---- ` - _ -- ------ I L L ---�-------�—_.� 1 T►+ts NOT[cE, IT Is DUE m _ THE QUALITY OF 11# OR IGINAI S L Z LZ Z 4L L 11111 L l�1111 L 8i l Ll i i [ l [ 111 l 8 Iii tL 9 —T9 DRAWING, �!IIIIIIIIIiII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIII111 111111 IIIII 11111�III�I�IIIIhi;►J1,,llllllll�llillri!IIII IIIIII141 I�,�II11111111�IIurII���I����I����IIIIIIII�IIIIIIIIIII�IIIIIiII�IIIIII�III111Illll� I�IIII�III�IIIIIIII IIIIIIIII(III IIII�I�II JUNE , 1999 NORMAL POWER MOTOR CONTROL CENTER SCHEDULE - MCC NO . 1 YF YCOMB - COMBINATION MAGNETIC ACROSS THE LINES S.D. - STAR DELTA MAN - MANUAL; MAG- -MAGNETIC ACROSS THE LINE AT - AUTO TRANSF.; H-O-A - HAND, OFF, AUTO SELECTOR SWITCH; P, - PiLOT L1GHT1 S.S. - START, STOP PUSHBUTTONS CIO. - ON, OFF MAINTAINED CONTACT SELECTOR SWITCH; H.A. - HAND, AUTO SELECTOR SWITCH; P,S, - PUMP SELECTOR SWITCH MCC MECH EQUIPMENT MOTOR VOLTAGE $WTD FUSE FEEDER SIZE STARTER 120 VOLT PILOT DEVICES START EQUIP NAMEPLATE H.P. SIZE NEMA CONTROL REMARKS NO. NO PHASE SIZE WIRE GOND TYPE SIZE N.O. NC TRANSFORMER 1N MCC REMOTE 80 1 PASSENGER ELEVATOR 20 4 T 60 35 3 48 & 1 410 GRD, I - --- --- --- �> 2 AHU-1 AIR HANDLER - COND 82 FLA 480 i 100 100 3 43 & 1 48 GRD. I I;2 - - - - - / WATT/HR AMP 3 AHU-I AIR HANDLER - RETURN 10 480 30 20 3 412 & 1 412 GRD. l/? 0 AM FUTURE 3 800A � SECTION WHM BOLT-LOC 600A SPACE TFMR IA O INCOMING LUGS 3000A VOLT MCC-1 Pi 4 AHU-2 AIR HANDLER CONT; 82 Ft_A 480 3 100 100 3 43 & 1 06 GRD. 1 1/2 - - --- - if-MR C/T SECT. PER HOLT-LOC VM 800A TFMR IB POWER CO's MAIN BOLT-LEC f5 AHU-2 AIR HANDLER - RETURN 10 480 3 30 20 3 q12 & 1 N12 GRD 1/2 - - - -- C� REO'T SWITCH A/C SW/BD 400A TFM 1 n METERS Ell. E21 TFMR 1C 6 EF-6 EIEC. RM. EXHAUST 1 490 3 30 15 3 412 & 1 4:2 GRD. 1/2 COMB. 1 c' YES hlp.A./P T'>TA? OT'STAT FURN. BY MECH. COiJTR. 200A I 0 400A PNL 11 7 480 30 COMA 1 YES H.D.A./P SPARE 200A SPACE ST/BV PNL DOOA PNL NL 21 3 I 200A e 48� _30 COMB. 1 2 YES H D.A/P SPARE 200A SPACE 3 TFMR 2A 200A - — SPARE ± 4 9 8U J TEMP 2B 60A SPACE SPARC 2000A 800A ?OOA SPACE 60 COMB 2 2 2 YES H.O.A./P FM _- BOLT-LOC BOLT-LOC UPS MCC-2 I 22' MA?. —_� -- - --- --- --.��.-_. _ MAIN SWITCHB ❑ ARD ELEVATION EMERGENCY 'OWER SCALE: 1/2" = 1'-0' (36• MIN. DEPTH) MOTOR CONTROL CENTER SCHEDULE - MCC NO , 2 KEY, COMB. - COMBINATION MAGNETIC ACROSS TFC LINE; S.D. STAR DELTA; MAN. - MANUAL; MAG.- -MAGNETIC. ACROSS THE LINE A.T. - AUTO TRANSF.; H-O-A - HAND, OFF, AUTO SELECTOR SWITCH; P. - PiLOT LIGHT; S.S. - START, STOP PUSHBUTTONS O.O. - ON, OFF MAINTAINED CONTACT SELECTOR SWITCH; H.A. - HAND, AUTO SELECTOR SWITCH; P.S. - PUMP SELECTOR SWITCH CONT -COMBINATION MAGNETIC CONTA4,f01Z. — MCC ME'H., EQUIPMENT MOTOR VOLTAGE FUSED FUSE FEEDER SIZE STARTER 120 VOLT PILOT DEVICES START EQUIP. NAMEPLATE H.P. & SWITCH SIZE NEMA CONTROL REMARKS ` N0. NO. PHASE SIZE WIRE COND TYPE SIZE N.O. N.C. TRANSFORMER W MCC RE'4DTE TRANFER SWITCHES ENGINE METERS ONTROL SECTION'S, PL, & SEL. SWITCHES H.Q.A. `. ACTIVE, 3 FUTURE & TEST BLOCKS I FLUID COOLER I FAN 20 480 3 SO 35 3 48 & I 4tO GRD I COMA. 2 c YES /P \,o/METERS, P.L.'s — —_ O & TEST SWITCHES SYNCFIORONIZING \ 2 FLUID COOLER 1 SPRAY PUMP 2 480 3 30 15 3 412 & 1 412 GR J. 3/a COMB 1 2 2 YES H.O.A. 3 SWING PANEL � P 3 FLUID COOLER 1 SPRAY PUMP 2 480 3 30 15 3 q12 & 1 412 CRD, 3/a COME 1 2 2 yFS H.UA/p 3 --- ---' � 00000 --1 4 FLUID COOLER l SUMP HTR a KW 48C 3 30 �jp 3 412 & 1 412 GRD. 3/4 CONT. 1 - - YES P 0 000 ❑ ❑ ❑ — ---- -_ — __-- 5 FLUID COOLER 2 FAN ?U 480 3 60 35 3 48 & 1 410 GRD, 1 COMB, 2 2 YES H'CI'A'/ / P 225A TFR. SW. 000 000 ❑ ❑ ❑ H.O.A./ �� 6 FLUID COOLER 2 SPRAY PUMP 2 480 3 30 15 3 412 & 1 412 GRD, 3/a COMB 1 2 2 YES P I FUTURE BRKR TFR. TFR, T800AER. d O ENGINE ENGINE _ SECTION BRKR TFR. SW TFR, SW. TER. SW, N0. 1 NO, 2 NO DATE PURPOSE 7 FLUID COOLER 2 SPRAY PUMP 480 3 30 l5 3 412 & 1 412 GRD. 3/4 COMA. 1 2 2 YES H'O'A�P 3\ I O "❑ ❑ CONTROL CONTROL FUTURE SECTION 000 000 00 00 00 1 REVISIONS g FLUID COOLER 2 SUM? HTR a Kw 480 3 30 30 3 412 & 1 412 F,RD. 3/4 CONT 1 --- -- YES P —� _ I 400P. 225A O ^ r-1 ERKR BRKR ❑ ❑ ❑ !_I El ❑ ❑ ❑ ❑ ❑ q F-I HTG WTR PUMP 3 480 3 30 15 3 412 & 1 412 GRD 3/4 COMB 1 2 2 YES i H.J.A./P/P.S. M _ _ i 000 HLANK � � � 0 0 0 I Operations MASTER ENGINE 10 P-2 HTG WTR PUMP 3 480 3 30 15 3 412 & 1 412 GRD 3/4 COMB 1 2 YES H.O.A./P I Q CONTROL Center f o r . 480 H.O.A./F/P.S. I TFR,400A SECTION 11 P-3 GOND WTR PUMP 20 3 50 35 3 48 & 1 410 GRD 1 COMB, 2 2 2 YES TFR. SW. W/METERS, 1600A I •• 1200A 800A BLANK BLANK P.L. &SEL DRAY DRAW K e y A a C i f i s 1 6kKk BRKR SWl'iCHES DRAW-OUT DRAW-OUT I ✓y 12 P-4 COND wTR PUMP 20 480 3 60 35 3 48 & t 410 GRD 1 COMB. 2 2 2 YES H.O.A./P C.B. C.B. Services Carp . 13 P-5 GOND WTR PUMP 20 480 3 60 35 3 48 & 1 410 GRD 1 COMA. 2 2 2 YES H.O.A./P --L---- - - Tigard, Oreqon 14 AHU-1 AIR HANDLER - SUPPLY 40 480 3 100 60 3 46 & 1 48 GRD 1 1/4 --- --- -` - - 02 Developer: 15 AHU-2 AIR HANDLER - SUPPLY 40 480 3 100 60 3 46 & 1 48 GRD 1 1/4 --- --- --- --- `-- 2 TRANSFER SWITCHBOARD ELEVATION 3030WestwS.W. Corporator y0'S0 S. Moody Avenue 16 TEMP CONTROL AIR COMP 5 480 3 30 15 3 412 & 1 412 GRD 3/4 COMB, 1 I 1 YES H A/P SCALE: 1/2" = 1'-0" Portland, Oregon 97201 --- O 503/222-2000 17 FREIGHT ELEVATOR 40 480 3 100 60 3 46 & 1 410 GRD f --- -- - Archttect: 18 AQP FR FUEL PUMP l 480 3 30 15 3 412 & 1 412 GRD 1/2 COMB. 1 i 1 'rES h.O.A./P 4fIMackenzie/Salto & Associates P.C. (D19 BOILERS 41 & q2 1/23 3 30 15 3 412 & 1 412 GRD I/2 - - --- --- 0690 S.W. Bancroft Street PortlandSPARE 480 30 COMB. 1 2 2 YES H.O,A./P SPARE 503/224-9570 on 97201 3 SPARE 480 COMB, 1 2 2 YES H.O,A./P SPARE 3 30 Structural Engineer: SPARE 480 3 60 CLIMB. 2 2 2 YES H.p,A./P SPARE Mackenzie Engineering Inc. 0690 S.W. Bancroft Street Portland, Oregon 97201 503/224-9560 Much Plumb/Elec Engineer: H.A. Williams Associates Consulting Engineers 980 West Henderson Road Columbus. Ohio 43220 614/451 -1711 Landscape Architect: Murase Associates 1300 N.W. Ncrthrup Portland Oreon 97209 503/2421471$ MAIN AIN SPACE I MUGS SPARE SPARE SPARE LUGS -- 5 AHU-2 FUTURE I 5 FC-2 10 15 AHU-2 I REMARKS; IT SPACE SPACE P-2 RETURN SECTION FAN SUPPLY I �J FUSED SWITCH ONLY 6 1 PASS 6 I 1 FC-1 FC-2 11 P-3 16 TEMP. �J Z ELEV EF-6 FAN SPRAY CONT, FUSIBLE SWITCH ONLY I "IITURE O a ? 7 I 2 1C-1 FC-2 2 17 FRGT. SEC,IONS VFD BY MECHANICAL ` GOND SPARE I SPRAY SPRAY P 4 ELEV. I E.0 TO WIRE TO DRiVE -w , 3 8 3 FC-1 8 FC-2 13 0 18 FUEL DiSC SW & MOTOR J� RETURN SPARE SPRAY SUMP 5 PUMF I <r3 ) COMMON CONDUIT 4 9 I 4 FC-1 9 14 AHU-1 19 AHU 2 )PARE I SUMP P 1 SUPPLY BOILER COND MCC - 1 ELEVATION MCC - 2 ELEVATI ❑ N MC (,','fk SCHEDULES m N,T,S, N.T.S. & ELEVATIONS H.A.W llianns Associates I IRAWN BY: 9-26-88 DATE: CONSULTING ENGINEENS COIUMRUS OHIO &&4.451 1711 �pRo,r ` oEeloNEo s• CHECKED BY: ,108 NUMBER: P288301 'P, WR,�Y DRAW"� fR © loft AU ISN!"Mwn OIIEdOI G AVE- 8 ��►C11t,Yeo}`' tNtC� K_" t��'� 'ail, �Bf R►r t~oe� t U, OF 9 +•Rtrti,:- ...:;ua, ca. ,iirildi^ _ re .�--- T 'r � .. F r - ' .r. { -�.'� ..(„�•� .yam,-,,,..,..- ; .� �H - * � 'I III III III III III III 321 I I III III III`; I III III III III121 III III � � III III III I I III III iII � � ill III III � � � I I I III 1 i 1�� III IiJII 1121 III ill 121 ill 121 1�llfii �. -_, t { i l I Ili I I l i i { i i l i �jI NOTE: IF THIS MICROFILMED `"` - -- 1-- 1l -1 lot DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF T1# ORIGINAL w _r— DI`,MING. rllliulliri i!rllri r11 iirlirl irilii i iriliiii iirlir�1311 llll�i iliilllii iiiillii�iriliiii irihii ` ��,�i ililllrl ilr{uu ilrhl� il�l��l imillll lir illi)►r{rii iirlrrL1,11,11111i­1I1111lirlrrllillllri iiiliiiii iiiihir irilrll iri{rri�ririii JUNE �� A J990 � - . � 1 FIXTURE SCHEDULE TO NCXT DEVICE 219 t2ov Ex rF NOTE 1 FIXTURE NUMBER, LETTER PREFIX INDICATES TYPE OF MOUNTING AS FOLLOWS Ek -----'`� ---- NOTES,ALL CONDUIT RUNS SHALL BE CL-CEILING MOUNTEDI S-STEM SUSPENDEDI W-WALL MOUNTEDI R-CEILING RECESSEDI 3/4' MIN. IINLESS NOTED WR-WALL RECESSED; CV-COVE MOUNTEDI UC-UNDER CABINETI RF-ROOF MOUNTEDI CLG OTHERWISE CR P-POSTI GR-GROUND; H-MOUNTED IN HOOD. L� --RUN ALL CONDUIT 1 CONCEALED 22c Ex 171XTURE ■ 227 VOLTS I I EX CR NUMBER DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS REMARKS SINGLE 40OW HIPS, 19'xI9'xI0'H 212A .11 EIc12UVEC ALUM HOUSING WITH I P-1 TYPE IiI & FUSING ATOP 28'-01, GARDCO ■ FHJ9-13-277-400WHPS-BRA-E ON SECURE SIDE. 6' SW. LR!1C (I) 400W-HPS AS SHOWN ON PLAN i' IFORM ALUM POLE. ATOP CA6-28 PALE + i ASE COVER MIN. Of" 4.0 EPA E? 120 MPH AND j P-` SAME AS F-I EXCEPT W iTH 7.4 EPA 2 104 MPH ANODIZED _ GARDCO ■ EH19-23-277-400WHPS-8RA-F (2) 400W HPS BRONZE FINISH STAINLESS STEEL — IEx r rR LIN CORRIDOR SIDE DBI_ FIXTURE CONFIGURATION ATOP CA6-28 POLE DOOR -- SCREWS. SEE POLI BASE DETAIL _� AS SHOWN ON PLAN P-3 SAME AS P i EXCEPT W/FORWARD w EH19-1FM-277-400WHPS-BRA-F , THROW DISTRIB. TYPE 'FM- GARDCU AIOP CA6-28 POLE 1) 400W HPS J F- 2050 Dc R-4 _ 2x4, ? J -w__ LAMP, 4' D, l8 CELL � PARABOLIC LITHONIA ■ 2PM4GB340-18 277ES (3) F40-T12 ELEC - STRIKE 2x2. 2 LAMP, 4' D, 9 CELL R 5 PARABOLIC LITHONIA r 2PM4GB21J40-9 277ES (2) F40-06 2128 DS EX ES 205C R-6 x47 4 LAMP, LENSED TROFFER REFER TO SH7, E-2 FOR / FLR 205A W/FLUSH STEEL DOOR LITHONIA r 2SPG440-Al2.156 277ES 4) F40-T12 AREAS W/O' BALLAST 206 2058 6' APER. RECESSED DOWN- _ �: R-7 LiGHT, 100W, WHITE REGRESSED LiTHON]A — EX CR CR CR DOOR W/WHITE DIFFUSER F & kL.-3 1)!OOW A-19 MENS & WOMENS SHOWERS FOR ROUGH-INS AT REVOLVING DOOR, REFER 1p DOOR SHOP DRAWINGS _ -,_ 7 3/4' APER. RECESSED R-8 DOWNLIGHT, (2) 13W PL PRESCO1,(T ► CFR8I:i-572-277V-HPF132 (2)13W-F13 TT ENTRY LOBBY/WAITING AREA LAMPS CL-9 CARD READER -= 17'Wx4', q LAMP, FLATAOTTOM �� 1 MOUNTED ON PEDESTAL ON WRAP AROUND LITHONIA ■ AW440-A 277ES (4) F40-T12 207 RIGHT SIDE OF REVOLVING -10 9'W, 2 LAMP, TURRET CHANNEL LITHONIA ■ SL240-277ES (2) F40-T12 CHAIN SUSPEND TO 10' Y CONDUIT C ❑ NNECTI ❑ NS EX DOORS CL-10 9'W, 2 I-AMP, TURRET CHANNEL PRO/IDE WHITE LITHONIA SL240-277ES (2) F40-T12 ACRYLIC PLASTI-CUBE LOUVER (PLA) —" WHERE SHOWN ON DRAWINGS S-ll 2 LAMP, TURRET INDUSTRIAL W/10% UPl_IGHT LITHONiA ■ AF10240-277ES (2) F40-T12 CHAIN SUSPEND TO 10' f 7 3/4' APER., IOOW METAL R-12 HALIDE RECESSED DOWNLIiE MAIN SECURITY JUNC. 77WALL W/CLEAR ALZAK REFLECTOR PRESCOLITE r 1290M5-IOOMHFE-992 (l) MH100C BOX AB CLC. RM 208_ _ SAME AS R-12 PR -120 EXCEPT W/ QUARTZ PRESCOLITE SAME W/MERC-MINDER (I) MH 1006, RESTIKE QUARTZ OPTION (1)IOOI!? 1 1/2' APER, SHOWER LIGHT W/ -13 DROP POLYCARBONATE LENS, LITHONIA LP & RL-1 W/LG (ll 75W A-19 MENS & WDMENS SHOWER WHITE TRIM & LENS GASKET 300W (MAX) INCANDESCENT W-14 DOCKLIGHT W/ 60' ARM HUBBELL DL-308-D60-1324 (1) 30OW-R40 SHIPPING/RECEIVING AREA 4x4' R/W DN ON LLNbIH & WIRE GUARD' VAPORTITE ISOW (MAX) TO FLOOR W-15 INCANDESCENT WORK LIGHT HUBBELL VWX-151 W/VCG-15 (1) 150W A-21 ELEVATOR PIT+•tZO,9r W'/CAST ALUM GUARD. 16' SQ. DIE CAST ALUM. I - W-16 WALT-PACK W/QUART? RESTRIKE LITHEINiA ■ TWH175MP-277-QRS (1) 175W-M.H. DS DS DS DS DARK BRONZE. GLASS REFLECTOR DIE CAST ALUM HOUSING, UNI V. 109 11013 128 139 -- - -- W-17 MOUNT I-FACE EXIT W (E) PL STENCIL is F2ESWIG-X2 (2) 5W-F5TT PL LAMPS LAMPS. IVORY WHITE, STENCIL FACE, GREEN LETTERS, 2-CIRC. DIF CAST ALUM HOUSING, UNIV. DS I1CA MOUNT 1-FACE EXIT W/(2) PL LITHONIA ■ F2ESWIG-X2 (2) 5W-F5TT PL LAMPS EX CR C1--17 LAMPS, IVORY WHITE, STENCIL i GREEN LETTERS, c^-CIRC, 108 W 18 SAME AS W-17 EXCEPT LITHONIA r F2FSW2G-X2 (2) 5W-F5TT PL LAMPS 1' DS III DOUBLE FACE EXIT - CL-18 SAME AS W-17 EXCEPT LITHONIA r F2ESW2G-X2 (2) 5W-F5TT PL LAMPS DOUBLE FACE EXIT -- ►, 2 LAMP, BRUSH ALUM. WALL 104B -1 BRACKET WiUOWNI_ITE ONLY LITHONIA ■ W240-A-DO-2_77 (2) F40-T12 STAIRWAYS, MOUNT AT 8'-0' ABOVE EX LR - ACRYLIC LENS, ALUM, END CAPS LANDING 106 J NO DATE PURPOSE 5'Wxl'D MINI-FLUORESCENT PROVIDE /?) 33' AND (5) 42' UC-20 UNDER CAB, FIX, WiSOLID Al_KCO • SF-138-5-277 AND T5-8W & T5-13W FRONT, ACRYLIC LAY-IN LENS SF-213-5-277 AS REQUIRED LENGTHS MOUNTED CONT. CENTER END TO END 6' APER. RECESSED DOWN- R-21 1 LiGHT, 150W MAX. CLEAR UIHONiA AGAR-TRW (ll 150WA-21 TRAINING & CONFERENCE ROOMS REVISIONS ALZAK REFLECT. WHITE TRIM THRU DIMMER R-22 1'x4', 2 LAMP, 3'D, 12 CELL. DS DS PARABOLIC LITHONIA ■ PM3GB240-12 277 ES (2) F40-T12 CONE, RM. 231 138 1016 IOID US Operations 1/2'Wxl1 I/2'H SELF-CONTAIN Center f o r . W-23 BATTERY PACK W/NI-CAL LITHONIA ■ ECU-2-1v-W (2) 8W-6V BATTERIES, WHITE HOUSING PAR 36 Key Pacific Services Corp . SECURITY CONDUIT DIAGRAM Tigard, Oregon Developer: PANEL_ SCHEDULE Westwood Corporation 3030 S.W. Moody Avenue ANAL BREAKERS ELECTRICAL ABBREVIATIONS ELECTRICAL LEGENI) Portland, Oregon 97201 DESIGNATION MAIN BUS & LUGS VOLTS REMARKS 503/222-2000 IN USE SPARES SPACES TOTAI INDUSTRY STANDARD ABBREVIATIONS NOT SHOWN ALL SYMBOLS DO NOT NECESSARILY APPLY 22SA-30-4W AWG AMERICAN WIRE GAUGE FSBL FUSIBLE MOUNTING HET. TO CENTER L1 MAIN BUS & LUGS 480/277 12 SOA IP 6-20A-1P 14 32 SURFACE MOUNTED SYMBOL DESCRIPTION UNLESS OTHERWISE NOTED Architect: A-30-4W A AMPERE GEN 21 MAIN BUS & LUGS 480/277 12-20A-1P 6-20A-IP 14 32 SURFACE MOUNTED GENERAL ABOVEGRD GROUND O CEILING OUTLET Mackenzie/Salto Associates P.C. 225A- A-4W SBl1 MAIN AUS & LUGS 46/277 10-20A-IP 6-20A-IP 16 32 SURFACE MOUNTED _+0APPROX APPROXIMATELY HTG HEATING WALL OUTLET SEE DRAWINGS 0690 S.W. Bancroft Street • 2.15A-30-4W ARCH ARCHITECTURAL IC INTERCOM SPECIAL OUTLET AS REQUIRED SEE DRAWINGS Portland, Oregon 97201 �Z' WIRED JUNCTION BOX SEE DRAWINGS 503/224-9570 SA21 — 480/277 10-20A-1P 6 20A-1P 16 32 SURFACE MOUNTED Aux AUXILIARY JUNC JUNCTION MAIN BUS & LUGS -•�_� BD BOARD K.E. CONTR, KITCHEN EQUIPMENT CONTRACTOR 7-ll BLANK OUTLET BOX SEE DRAWINGS E21 A-30-4W 480/277 6-20A-1P 6-20A-IP 14 32 SURFACE MOUNTED DUPLEX RECEPTACLE 3 WIRE GRD. TYPE Structural Engineer: MAIN BUS & LUGS 2 15A-3P BRKR BREAKER K ❑ KNOCK OUT IB' BLDG BUILDINGLrG LIGHTING Q DUPLEX RECEPTACLE FLOOR RECESSED Mackenzie Engineering Inc. BTM BOTTOM 1/V LOW VOLTAGE _7()WP DUPLEX RECEPTACLE WEATHURPP00F I8' CAB CABINET M,H. MANHOLE DQ Fir DUPLEX RECEPTNCLE W/ GROUND FAULT INTERRUPIER 101 0690 S.W. Bancroft Street -,q, Portland, Oregon 97201 CLG CEILING MFGR MANUFACTURER DOODLE DUPLEX RECEPTACLE 19• 5 03/224-9560 22SA-30-4W 28-20A-IP --+ -} TOGGLE SWITCH - SINGLE, 3-WAY & 4-WAY 4p• 1A 208/120 _42-20A-1P 10 84 SURFACE MOUNTED � CENTERLINE MAX MAXIMUM 3 4 MAIN BUS & LUGS 2-30A-2P DOUBLE TUB �� CIRC CIRCUIT MF -#-P TOGGLE SNITCH - V/ PILOT LIGHT 42' IIL-4stih/Plumb/Eisc Engineer: A-30-4W SURFACE MOUNTED MECHANICAL ll 113 MAIN BUS & LUGS ?08/120 28-20A-IP 46-20A-1P 10 84 DOUBLE TUB C/B CIRCUIT BREAKER MTL �T' S TOGGLE SNITCH, SPECIAL - AS REQUIRED qp• y 225A-30-4W METAL -1 T K TOGGLE SNITCH - KEY OPERATED q2• /H�.A. Williams Associates SURFACE MOUNTED CONC CONCRETE MIN MINIMUM Consulting Engineers 1C MAIN BUS & LUGS 208/120 30-20A-1P 40-20A-1P Iq 84 DOUBLE TUB 2 7V0-POLE TOGGLE SWITCH q?• "- COND CUVDUIT MTD MOUNTED 225A-30-4W 30-20A-1P CONN CONNECTION / CONNECTOR MTG MOUNTING KI VOICE/DATA OUTLET to, 960 West Ncnderson Road 2A MAIN BUS & LUGS 208/120 1-SOA-2F 10-20A-1P 0 42 FUTURE DOUBLE TUB TR Columbus, Ohio 43220 ONCONTRACTOR OPNG OPENING ® VOICE/DATA OUTLET - FLOOR RECESSED 6 14/4 5 1 -1 7 1 1 A--30-4W SURFACE MOUNTED C4B 2B MAIN BUS & LUGS 208/120 32 20A-IP 40-2OA-1P 12 84 DOUBLE TUB CONT CONTROL PLBG PLUMBING IJP PUBLIC TELEPHONE OUTLET COORD COORDINATE ❑PEROPERATOR/OPERATED MOTOR - I PHASE AS REQUIRED Landscape Architect: C/T CURRENT TRANSFORMER PNL PANEL ® MOTOR - 3 PHASE AS REQUIRED -_ C/C CENTER TO CENTER P/7 POTENTIAL TRANSFORMER CEILING MOUNTED EXIT LIGHT hill u ra s s Associates S131A 208/120 DTL DETAIL PB PUSHBUTTON 7® WALL MTD EDIT LIGHT W/ DIRECTIONAL ARROWS SEE DRAWINGS 1300 N.W. Northrup MAIN BUS & LUGS 1-15A-3P DOUBLE TUB DIAG DIAGRAM PA. PUBLIC ADDRESS ELECTRICAL PANEL 6'-0' TO TOP Portland Orig on 97209 22SA-30-4W 11 20A IP 40-20A-1P 30 84 SURFACE MOUNTED 177 225A-30-4W 503/2421 MAIN BUS & LUGS DIA DIAMETER RECEPT RECEPTACLE fi TELEPHONE PANEL 6'-0' TO TOP DOUBLE TUB SB1B 208/120 6-20A-IP 40-20A-IP 38 84 SURFACE MOUNTED DISC DISCONNECT RIGID REQUIRED �' SAFETY SWITCH AS REQUIRED 225A-30-4W LiDIj DOWN RM ROOM ® MAGNETIC MOTOR STARTER AS REQUIRED SB2A MAiN BUS & LUGS 208/120 20-20A-1P 12-20A-IP 10 42 FLUSH MOUNTED DR DOOR SCHED SCHEDULE COMBINATION MOTOR STARTER AS REQUIRED t�•y 22SA-30-4W SURFACE MOUNTED MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT4P' T T'1 r r•� '1 1 �. SD2B c 208/120 4-20A-1P 42-20A-1P 38 84 DVGS DRAWINGS SHT SHEET ` 4 4 ...r,,.... � MAIN BUS & LUG., DOUBLE TUB EA EACH STAT THERMOSTAT O LiNE VOLTAGE THEPMOSTAT 60' 1 .�.o+..� ELEC ELE'TRICAL SW ;WITCH CLOCK SEF DRAWINGS ����II JL ELEV ELEVf.T10N SV/BD SViTCHBOARp LJ WALL BOX DIMMER 42' EMERGEMERGENCY TELE TELEPHONE EMERGENCY BATTERY UNi', SEE DRAWINGS L.u' EQUIP EQUIPMENT T TELEVISION VS VARIABLE SPEED SWITCH (BY OTHERS) 42' • O © F I� ExH EXHAUST TEMP TEMPERATURE IRE ALARM BREAK STATION 42' UIJ W EXIST EXISTING TERM. BD. TERMINAL BOARD F-IRF ALARM SIGNAL - BELL SEE DRAWINGS FDR1 FEEDER TRANS TRANSFER DI FIRE ALARM SiGNAL - HORN SEE DRAWINGS, FA FIRE ALARM TFMR TRANSFORMER Ah ^ SMOKE DETECTOR - DUCT MOUNTED SEE DRAVINGS FIXTURE & PANEL FIX FIXTURE TYP TYPICAL © SMOKE DETECTOR - CEILING FLEX FLEXIBLE T.C.0 TEMP. CCNTROL CONTRACTOR UE EMERGENCY SHUT-OFF P.B. 4,1- SCHEDULES FLIP FLOOR VP WEATHERPROOF e O START-STOP PUSH BUTTON STATION 42' FIL � FLUOR FRACTIONAL REQUIRED ESCENI W/ WIRE CARD READER - 120V MISC . DETAILS j WITH DOOR CONTACT lot too?l �{ AFF ABOVE FINISH FLOOR 1JS ELECTRIC STRIKE AS REQUIRED 1 FURN FURNISH ��L� EXIT PUSHBUTTON 48' H.Q ♦Yi111a"Is Associates � CONSULiING ENGINEF.R8 DRAWN BY: COLUMBUS. OHIO �1q 84;1.1711 DATE: 9--26-88 'TD, PROr7 _DESIGNED By �1E wEEfr/O v A Wt�t CHECKED BY: JOB NUMBER: I DRAWN By _ P288301 e AfeDWlCsj.G u +Me,ALL �fTB s, cony CHECKED e r DOMED AO A C O Bf�r r.T1ae�` c E 9 IN OF 9 w •a j: _ v, ,' �FF4�•' _• 'Y': � �f:$a��t121(L�^l"� �. '� �!',�M� at�►�" � , _ -,,. .•.. ;: 1 .. �, ,.•, ,it widbw- Yi\ 111 IIIIIII 1I� I�I 111 III I I III III II1 `I 11111111 111 111'111 1�1 III I'I III II111I1 I I III III 111 I I III III III 1 I III I I Ill IIhhI I�;,SII J�JII 1 I�I III Illllil III I�I I�I11 I � �� NOTE: IF THIS MICROFILMED I 11 I I I I I I I I 1 4 I I I I ( I �I I �� I I I •&•� _ll I lb I I 11 I I �� • DRAW[ili IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE To THE QUALITY OF THE ORIGINAL r T DRAW tNG. 1111211i,14111 31r,1111131111 L till Z 4L Z �Z �Z IL L 8[ l L1 l i i i I [ l Z 8 8 �: 8 9 f Elillll 1 IllillIIIIIIIIIIII�IIIII�IIIIIIII !!Illilllllllllllllllllll!IIIII�I�I�I�!II��IIIIIIIIIIIIIIIhI`IiJI1,IIIIIIIIIIIIIIIiIIIIIIIIiiIIIitIN�I�I,SII Imlllllllll�llll��lll�ll{III�II�IIIIIIIII(IIII�I�IIIIIIII�I�I�IIII� IIIIIIIII �I�I IIIIIII�iLillm,,Illllllu �IIIIIIIII y 30x JUNE 1900 - - - ....�...-.■�..,,.�- - - -"w��riRit:'_ uwrr�■w�r�4��l�r-... ....- _ .. �+ n;_-.' _ ,,,. ., ay •. v i4fiTf�r-.,...x