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10260 SW GREENBURG ROAD-41
. :4. J ---- Tigard, Oregon Developed by r F1 VV N/ ) ANY �'j -1 10300 S.W. GreeixrgrRoad Tigard, Oregon INDEX DRAWINGS _ ARCHITECTS MACKENZIE / SAITO ASSOC . P . C . CIVL ARCHITECTURAL 0690 S . W . BANCROFT ST . PORTLAND , OREGOV CO.1 MASTER SITE PLAN PARKING S T R U C T U R E INN T koutheD FOR FOUi'IDATION PERMIT E PIRE �' E ! N THEOFFICE CONSULTANTS D W I N A L E A N D E DALLAS , TEXAS OFFICE TOWER A2.1 LOWER LEVEL PLAN i .42.2 LOBBY LEVEL PLAN MACKENZIE ENGINEERING A2.3 SECOND LEVEL PLAN ENGINEER A2.4 3rd - 11th FLOOR PLANPORTLAND OREGON )OR . LAN 0690 S . W . BANCROFT ST . A2.5 TWELFTH FLOOR C[VL /STRUCT . RMA2 5 PENTHOUSE FLAN ST S2.1 PILE PLAN— LOWER LEVEL S2.2 SLAB PLAN— LOWER LEVEL A3.1 NORTHWEST/ � NOR THEAST ELEVATIONS �TArA3.2 SOUTHEAST/ SOUTHWEST ELEVATIONS MECHANICAL INTERFACE ENGINEERING °TA`SELECTRICAL 6452 S . E . LAKE ROAD MILWAUKIE , OREGON I LANDSCAPE OTAK INC . 17355 S.W . BOONES FERRY RD. LAKE OSWEGO, OREGON Printed r� U 1 l�dl MALKI NZIE. ENGINEERING INCOPPnRATFII APPROVED FOR CONSTRUCTION CITY OF TIGARD 33 PERMIT NO. ' i SITE BY - - = 9 TITLE __�DATES-7, / ' --MIT NO. 600'q FOUNDATION PERMIT RESUBMITTAL 8-31-87 1 1 1 Ili 111 Ill I I I I I I I t l l l I 1 1 1 1 Jill III 1 1 1 1 I I I I I 1 1 III 1 1 1 1 1 I I I I I I 111 I l l i 1 1 1 I I I I I I I I I I I I 1 1 1 I l l l i l III III 1 1 1 I I III I I III ALM'Il�' — ' ( 1111111 ' III � IIIIIII � tI � IlItilIII � II � IIIIIII � II IIID II � III � IIIIII � IIIIII I III III .f. NOTE: IF THIS MICROFILMED ( --- 2 `� 4 5 ='6 _ 7 8 9 IID 11 12� DRAWING IS LESS CLEAR THAN + ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL }, DRAWING, pg 62 92 L2 92 SZ fP2 Ez z2 12 02 $1 91 LI S b EJ 2 1�'"'�` �W 91 SI bl EI zl 11 01 f3 9 1. 9 �►IIIIIIII�IIIIINIInn�nulHnlnNIInIIII1111111�1111111ulnuluN�Hlluul►nIIIIn�I11111111�I1UI1111�IINI1111�111111111�I111I111I�IIIIIIIII�III�N11�1111II111�IIIlIllll�111(IIIII�IIIIIIIII�III1111111�Il�IlIII1111111II11111111�IIIlIIWIN9lI1WIlII�111Ullf11111�I111IIII1�I1U11111 _.. APRIL 11 1991 I _'�� 1 1 /. _�J�• � t�'rd "f a rv- J •r•,nw s CLh ,, s WO 7_ W Q z S NU z � a0p Z O a LJ U Lv O W w40Lf) m J, WviN i rna i UOOO ' O a! r A. t z ui o W GENERAL STRUCTURAL NOTES 4 c7 DEVELOPMENT LENGTHS OF REINFORCING BARS TO BE IN ACCORDANCE WITH 1985 UNIFORM PUILOING Q o CODE. Fc u I.ONTRACTOR TO VERIFY AND CONFIRM ALL DIMLY IONS AND CONDITIONS EXPRESSED OR IMPLIED W AND NOTIFY ENGINEER OF ANY DI';CREPANCIES PRIOR TO START OF WORK. REINFORCING STEEL PROTECTIOm co C3 }'. Z cc 3 LLa ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 1985 UNIFORM BUILDING CODE PLACEMENT MINIMUM COVER Z V �' C> {. AS AMENDED BY THE STATE OF OPEGON STRUCTURAL SPECIALTY COCE AND FIRE AND LIFE SAFETY r v ry k:uULATIONS 1986• PILE DRIVING, SOILS COMPACTION, PLACEMENT OF REINFORCING STEEL AND BEAM AND COLUMN BARS 1-1/2" W "i CC:+CRETE TO BE SUPERVISED BY AN APPROVED TESTING LABORATORY. SLAB BARS 1" DESIGN LOADS: 1N ADDITION TO THE DEAD LOADS, THE FOLLOWING DESIGN LOADS WERE USED: _ JOIST BARS 1-1/2" y =r SEISMIC: UBC ZONE II ,hM„ �`•f, ► WIND: 80 MILE PER HOUR EXPOSURE B r.a. •�'y,' SNOW: 25 PSF + SNOW DRIFT WALL BARS: INTERIOR, FACES 3/4" W I OFFICE FLOORS: 50 PSF LIVE LOAD + 20 PSF PARTIIION ALLOWANCE EXPOSED TO WEATHER 1-1/2" (i5 OR SMALLER) O f. MECHAN?Ci,L FLOOR: 50 PSF LIVE LOAD OR WEIGHT OF EQUIPMENT 2" (1�6 OR LARGER) • CORRIDOR AND � Z CORE AREA: 16') PSF LIVE LOAD BARS IN MEMBERS CAST AGAINST 3" EARTH • 0 v o ,' PILING: PILING SHALL BE 100 TON STEEL FI'.ES, OF THE SIZES SHOWN ON THE DRAWINGS, i AT ALL WALL OPENINGS PROVIDE A MINIMUM OF TWO BARS ABOVE, BELOW AND AT SIDES. USE k` DRIVEN TO REFUSAL INTO THE FRACTURED AND WEATHEREC BASALT ROCK. MINIMUM PILE LENGTH THE SAME SIZE AS THE PRINCIPAL WALL REINFORCING. EXTEND THESE BARS A LAP DISTANCE OR R na ` SHALL BE 8'-0". SEE DAMES AND MOORE SOILS REPORT DATED APRIL 10, 1987. A MINIMUM OF 2'-0" BEYOND THE OPENING. r `a �a o C04CRETE: THE SELECTION OI' MATERIALS FOR, AND THE MIXING AND PLACING OF ALL CONCRETE } i a J1 'fHFLL NFORM TO THE REQUIREMENTS OF THE 1985 UNIFORM BUILDING CODE. CONCRETE STRENGTHS C P SHALL BE AS SHOWN BELOW AND SHALL BE VERIFIED BY STANDARD 28 DAY CYLINDER TESTS. THE r u , ? ,'► CONTRACTOR SHALL SUBMIT MiX DES,GNS TWO WEEKS PRIOR TO PLACING CONCRETE. CONCRETE w Q SLUMP 2", PLUS 1" MINUS 1". ae , SLAB ON GRADE, BASEMENT WALLS, PILE CAPS, FOOTINGS: f'L = 3000 PSI t BEAMS, COLUMNS, ,JOISTS AND SLABS, UNLESS OTHERWISE NOTED: f'. = 4000 PSI o 1 COLUMNS BASEMENT LFVEL 10 THIRD FLOOI;: f'C = 6000 PSI w. REINFORCINC STEFL: UNLESS O 4ERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED Z . . �i BARN ACCIRDANCE WITH ASTM _ ECIFICATION A615, GRADE 60. _ d. REINFORCING STEEL SHALL BE EFTA,:, IN ACCORDANCE WITH THE "A.C.I. MANUAL OF STANDARD }, `x PRACTICE FO, UETAILING REINFORCED CU1CRETE I-T""CTURES", LATEST EDITION. DETAIL J DRAWINGS SHALL BE PREPARED AND SUBMITA:D ruK APPROVAL PRIOR TO FABRICATION. LAP ALL Y " REINFOR;,ING BARS AT SPLICES IN ACCOR•jANCE WITH THE FOLLOWING OR AS NOTED ON DRAWINGS (WHICH IS GREATER) : F I i'3-Y6 36 BAR DIAME'ERS ` N1 2'-10" #8 3'-9" .y 1'10 61-011 " a MINIMUM LAP FOR ALL BARS SHALL CE 1'-6". 1 Y �1 ,� - :'s DATE- DRAWN ATE- DRAWN BY: ''M0}Md a It CHECKED BY: RE'ASIONS: ' REVISIONS: REVISIONS: :0 U RE-I SSUEO SHEET REV I S I Orti 8•-28-47 rY ,,; •t •�"II� ��•t`'13089 a 3 ty n� .�" .; r! , Nh AIN 'Pt { , ;. * ! SHEET Printed r MACKENZIE ENGINEEONG INCORPORATED\. OF PERMIT NO. 6904 t w ;? [7 F 15 " r FOUNDATION PERMIT RESUBMITTAL 8-31 -87 P286500 J,'-, - - I ,..� ,. - '_ .. - .. •.� w�'P4�1I:itTr!r!' f�„p'syT+>I!p:'�Hw•!rfM? f .. .. .._ ++rMt..ti.. ,.,�,....._ ....�._..,•.... � , � w., " •. .V;! �;IIIA►IIIIIIIII�IIIIIII'IIIIIIIIIIIIIIIIIIi�IIIIIIIII1I111IIIIIIIIIInllll�lll�lll�lllllll�l) I►IIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIII�IIII�II�II•�iII�IIIIIIII�IIIIIII�lllllll��lll�ll)III � ., _ _ __•.... ....�._.. . ....... NOTE: IF TH i. u;ROF I LMED ( 2 3 4 5 6 7 8 9 10 I I 12 • DRAWING IS LESS CLEAR THAN --��� THIS NOTICE, 11 1S DUE TO THF QUALITY OF THE ORIGINAL i . DRAWING. —... - -..._. -- ...�. CIE: 62 9Z L2 92 92 IZ EZ 22 IZ 02 61 of LI 91 11 it c1 21 II 01 6 0 L 9 S 4 E ,►11�unhullnnhH11HN11...6mlmllunlunlnl/InnhudmlhHdll�lJNulnnluubnlluulnnlunlmlluuiunlnldl�l�hulunl�nl►I�/nlnulunluublullNduu�uuhlululdlW�Iwluul1w11u1Iw11nulNBlw►I�ulfuubW�wlWBlnulu�l�Wbm r ' APRIL 11 1991 77, r ..$ii'. i �:: ,i .c cif�' i jai.. :-:,� ,!y''ly� �°}I• %.I,,9�' F • Q.- Qa. o Z w - , r F- w Q z � \ U Qooz / N �O- ZG Sao QIYI` z 1co 0 l 1 > 2 3� 4 > 7 8 9 °Dom 27'10" __ ---__ -12.5 , 0 „ - - -- - ----- � - 2710" i = rn �/ \\ 12 ' 10 " 15 ' 0 ' X0 ' 0 " 200 __ 20 ' 0 " 0 ' 0 " 20 ' 0" 20 ' 0" 1S ' G" 5 ' 0 " 12 , 0 „ oC i CC ca �no / ---- -- ----_�- ._-_ _- _._ . _ - - G od ly o L �/ \> SIP r Q a ww a, \ W C/ I I s -o' 1p i- ------- -s'- s�- ----- ---- Q -9- --------- _.�_1_.c�- --- - -___ _�_ _� ----- - 4_ -0- ��_ _p o_ =- o i g O --! ------ I I o - - \ j" " p 0 1 1 0 01 10 O I 10 OII I _ 10 01 10 a a 1 1 /,\ I \ II i TPC 199.0' I I TPC 199.0' I I TPC 199.0' I I TPC 199.0' \/ I I TPC 199.0' _ / I I TPc 199.0' I 1 'PC 199.0' �. a: -� \ p� i -- ---- 11 I I I I "-_ ___ I I 1P 195.92' I 11P 194.83' a W TP 196.17' i i TP 195.92' I 1 TP 195.92' I I TP 195.9 ' I I TP 195.92 I 1 1 1 // -- S� 11 1 I ( 1 //// //Av vvv M 0 TPC 199.0' I I 1 1 1 1 /\O TP 194.83' z (\� / / \ \ I I I I I I / / / / \ \ I I TCO ELEV. TGB ELEV. I O N O I 1 1 / / ! / (V �' \\ ,/// \\\ I I I I� I I I I I u•I o' TYP. I 195.92 . r C 199.0' \ \ I I ( I \ '� III •+o�D III ------ - TPC 190.58' -- U Q- t� III i I cr�s�,.�.d { I I �`-- TP 187.75' GJ \ ,g <�H> } O r < \� r \�\ 1; 1 I I I I I I j I I I J - a�\ \ Q-, / p 1 TPC 197.58. \ \ 1 ( - `1 - \ p • / / I TP 193.41' i I ( O 1 01 a TPC t 90.58' U U O I I I 1 101 1 O 0 _ - TP- 186.75' \ / 1 i _-y 10 0- t o --._� -- --a i I j I > / o o c� - o lol o I C C 1 - - /-�- 1 T--- -t- _ _ -- _ 0 - - I I c? C1 O I I - �J _ I O O ? O O O O U 1 r-_ 1�� / ., �y O a 1 I I z O d U I � I TGB ELEV. � , I `�� �_ / � ��� 0 p. 01" 10 E _j �_ TPC 200.58' { TPC 200.58 �/ I TPC 192.83' _/ I I TPC 192 83_ ,/ ( I TPC 192.83; 1 li I TPC 190.58' I 1 i-_ _- / _ 1` - ----- - (� 0 V, r 1 '\ TP 195.91' { TP 196.83' 1 I TP 189.08' '- TiZ_ils'9 - I TP 189.08 i Tov pp 85.91` a_-- I I I I TPC 190.58' p r t ITP w RADIUS POINT O-- Ip In TPC 197.58' I I I I I I I '\ TP 194.08' I n TP 186.41' I I I I I I I ( --- 1 1 1 \� � Ln TOP OF Co.b I I I III I � ©' Lr' a I 1 I I I I 1 i I E TGB ELEV. _ TPC 190.58' O d O �\ p 10 I I I 1 -------_---- I - , , I { TG8 ELEV. I I I TP 187.50' -- J 0K A �� I ( I I r--- I 192.83 I I I � -� �' I I I I' I (H ' I U 1 �H1 i I { -� ��= C3 ti / 1- _...� 11 0 0 Z I I \ 9 a d O a d o n c'- - ---- -0 0 O / O a; U o o ----' TPC 190.58' , I I `\ Q / _ _ 0 _ L -- f TP 186.41' I TPC. 147.58' '/ - 0 ___ + ._- _-_ _-- C)- C? _�;~ C� p _ _ t -- - U I I I > j- B III 7 -1 ko8 _�- _ - - -- O O - - -o' O 0 -_`` TPc t so.58, �\ f { O O O O 191 0 0 I Q j 0 0 101 0 0 0 O O TP 186.75' \ \ O TPC 200.58' // TPC 200.58' % I I TPC 192.83'- I I TPC 192.83' / I I TPC 192.83' TPC 190.58 I I "` a / ♦ 1 \ - I TP 189.08' 1 1 TF 189.08' I I TP 185.91' I I // --- - -- - - --- - -- -- E V (i TP 195.91 - %/ I` I TD 196.83' I I TP 189.08 I - - _ _ \I 1 , �.i / I I I I I �� I I I I I - rQ_ /0" - H \ 0\\\ c s7sa I I I I I fa OLu TPC 190.58'193.41' //// ` I I I I I I I I I \\\\ TP 187.75' \ �• �,. r TPC 199.0' TGB ELEV. TGB ELEV. I ( \ th TP 195.92' c� \ / // I I I I I II I I I 2 i.o' TYP. I 1 t 90.58' \ \ A / � \ TPC 19483' I S I I I III I I c�-I�wJ�o�cv I i i i \ \ 1PC 199.0' I TPC 1.+9.0' I ( TPC 199.0' I I TPC 199.0' 1 I TPC 199.0' I I TPC 190.5P' I I TPC 190.58'_ �� ,i I N 1/ / TP 196.17 --- ' 5. ' I I I I TP_ 18�.�s I I TP 186.41' I \�� TP 1.5.62 I I TP 195.92 I I TP 19 92 TP 195.92 i I I a I I I I I I 0 Qi DATE: O 0 1 1 0 0 1 10 0 O O 0 o 6-22- 8 ) - - - jj! ----- DPAWN Lm; A -- ---___ _- - -- - ------- --- - --------- -- - --------- 7y---� -�s- -� - --� O PPP. KVB rS- 0 0 \ CHECKED riY: /� , © �`�-� �I� `�/ O FRCS OF BUILDING, RBOVE TMR J PR O / / (F REVISIONS: REVISION 8-28-87 RE-ISSUED SHEET �. PI�.E CAP TABLE \\ ,/> -' TYPE Q 'D' REINFORCING DETAIL - -- - _ / �e. Ill. -�;•„ • ,+�_ n�'.:tCN ORM Q tD 3`4" (4) �_EACH WAY TOP at 90'1TDM _ 1/S8.1 �:.��, � ; "� • \ / B 3'-7" (6) 47 3--WAYS AT S" O.0 C ;; 3'-4" (10) lye EA. WAY EQ. SPACED 3/S8.1 ;•' 3'_7-. (13) J8 EA. WAY EQ. SPACED 4/S8.1 O \ / �61 E "; 4'-0" SEE DETAIL FOR REMF, 5/58.1 \ PILE CAP PLAN F :. 4'-8" (13) #8 EA. WAY EQ. SPACED - 6/S8.1 -ffE o,E. os,Ra*tee..o►aT.cN •• unC,Ew�i f„TO t,SfOC��*ff • �u, -- - - --- --- - 14 (LONG)EQ. SPACED iN'w --+� �, �,y s1 758.1 V .-. , 4 4' (. E0. SPACED - / SPACED SCALE: 1 /8" - 1'-0" H • } 4'-3" 10 Loilc �: • 8/S8.1 I 5_2 -- i 9/S8.1 Printed SHEET 0� 20 10 {LONG EQ. SPACED 21 110 1 ___._ __ SP'ACED-- - J 5'-21' ii io L 0 ED. �� 10/S8.1 S r p o t NOTE : COLUMNS HAVE NOT BEEN LOCATED THEREFORE _ ' EXACT PILE CAP LOCATION MAY VARY . I � ACKENIIE ENGINEEI7I THIS DRAWING I S FOR BIDDING AND •180 DEGREE HOOKS NOT REQUIRED AT THESE BARS ONLY. INCORPORAM) S2 . 1 ORDERING PILE MATERIAL ONLY . ADVISE ENGINEER WHEN WORK I S T O BEGIN . TYPICAL PILE SIZE (RANGE ALLOWED) 9 5/8" DW. x t - to 12 5/8" DIA. x t = t0 OF ,1013 NO. I''ER'.M I T NO 6884 FOUNDATION PERMIT RESUBMITTAL 8-31-87 P 2 8 6 5 0 0 71 OF 151 1 f�w . �....� .I I 1 II ( I I I III+I+( +I+(+I+I+I+1111IIIII111I1IIIIIIII _»,«, .._ M _- 111111 Ia+, -1�1,•1�1''111 1111111�II111 111 III I + 1111 III tIi 1 I I 1 1 ��I I I I+IIltlll+l'Il`+1111IIIlllltlll111(IIIIIIIIIIII1111111I1111111 _ NOTE: IF THIS MICROFILMED '!-w DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL _ - - DRAWING• oc 6t 92 12 92 92 b2 C2 22 It 02 61 91 LI 91 51 bl EI !!1 11 OI 6 9 t 9 S. � 'E.•-1.. r ,►IIIIII1INIIInu{nnluulnnlHn{NNIIIIIIIIIIIIIN11111IIn11unl1tld11ulun111111111111NIIIIUIIIIIIIIIIIIIHINII{111111111{II1I�IIIIIIIIi�lli11m1lnnlnnlnuhlululdlminnlnnlauhull1wW111u1111u1111111111111N1I:idWfllIIIl�1111i11111W11iLU�IlU111Ui11U11111 APRIL Il 1991 �� ����•__ .M43 (7 U 0 0 L WLJ- .- P Q � N W a ZNr z a' z �o- . ZQ ao�o 04 27'101' Q c - / \ 15 ,0 „ 5 ,0 „ 12 10aM 2 ' 10 " 1S ' 0 " _ �� -_ 20 '0 " - -----20 0 _ _ __ -- 2.� 0 " - - --2.0 -0--- - -- - - --- ---- ZOI.o' / -----•le cr c, v / T/51-Ab ) TYPICAL AT �` li 0 Z \\ \\ I I 58,1 ERlME:TER COLUMNS I 3�`,�' I I I w O \ r \ I 1 6 6 o 1 � 1 11 f6 � 1 I � ----I- d \ \� •tib I I r- "'� I I I I I I I I I Icr jjl - 4 ._._ 1a - __- - t4) a9 I - I tal «8i I I (4) ag I I (4) «8 I 6 `(4) aA 1I� a E I II I I i IL I I I I I I I I I I I I III _ L_ _ _ _J L_�� _J L_�.rt _J L_ Ica) «10W4 `r ��! IIII ,' I / / s ,1 / \ T c)13 13 - `{ 1 iI _ 3 -- -- SB.1 o. \1 .1, _-T �:1} I 1 I \ X3.1 1 �- - S`t�.j I I f. / 13 / f� \ .. r ti r� r rr �-' _ I I 11 f 11 / // / 13 / S. w Z �' \\\ s M. (s) #10 I I (a) #10 I �"�(4) «e I }- (n ae I at -(4) #8 r7) #10 I I / { / / ♦ \ N `./ 0 (4) a30 \ \ � (4) «lo 14 \ W tK ,( 0 12 \ \ I I I 1 I I I I ��� +/ / ,/ / r ` -- ! \ Q 1 \ \ I I I i I I Q F--� �•- \ \ I I I I I I I 1 I I 1 ----• ---__ -- - - -- I _ � �-{ yo 13 r m 2 z W � \�---(z) #8I I ISI _ _ I 1 I ' 1 � .1 V/ { j3 `�\ 1 ( 2 1. i �1`� I i 1 1�..I.i_ -, I __.... .� _ _; -- ` r``,._--3 �\ = G I .� ///-- I \ _J �� \\ �-- I 1-- , r---�!�- , r---+--+--�-, r---+-I-I---, 1 - � � � �'rrr�rrrrrr � (41 010 I \�`\ � � Q ' I (a)#301 1 1 I (#)alb I (7) «lb / r 13 ca) «10-- '0� I -(a) ae ��� I j (6)#101 I (a1«1o1 I I o /•� / I I _� � _ ..-_ - --.1-_ - - _ +• +E_.� .. .� _-- - - --` -- 1 ..,--1- --- •} - ---��_ '-„_�_._._-- t \``` � � a C 1 IT- - -- - ------------------ _-t - -z-- I-�---- 4--t _I _ _ I_ I_ _I -1 -44-- -A I`•- ry o 1 \ C `,- \ I I // ' csi for ori I I I I �- I I _ 1 1 � _ I 13 I •'��, I �`p (a) *10 I I �\;.\ 00 O.H. _J _, \� / drr�' rr 1 I _ I - __J S�. L_�� _ __J L__ - _�_J L \� I _'-_ _ -_-'� I I �_ r__11__, \ �j I �• L- -I.'r' '� laG_.� \ �1L� / I _i • ` I I 1 SB,J, 5 cc 1 13 I I I C-r,�\ - I \ I 13 `� - C3 fQ p f j' �1 1 .1 + 20 1�1 ` r - _� __.. l ( c ;13� SIM.I I -� I. CL= -- I I ` .? 3 w I I I �-- I 13 I I 58.1 I I _I_ 11 -~ -'_. I , r- L_ RADIUS POINT I I --- - I I �' I 1 -� I\ �' -_- _ - D s L I 1 -J q I I •1 1 I I`fi (4) #10 1`T' (41 #10 I #30 I�"fi (4) «10 I '~(7) «30 � (4) «30- p1 112 (BOTH GRADE BEAMS) -- _ ,.°) (4) ag I II 1-(4) I 1 1 I 3 - I i - 3,�� u o alo - o N - --- ---+ I IISE ( _ I 1 13 I 11 7-----------I I F-17-7- Lo r-T , I 1l { �. _ �_ 5�.1�ABOVE 1 I 13 3 rr-- , -�1/�ij p rL ` + S8. 1_-� (�) «5. I I I p,, I I J a \I 3 1 I I I I I I I 1 -- -- - - OF �^ ��-.1 11 13 1 I S8. I I 1 S8. 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I I y I I I I I \ \ 13 SI � -(4) #10 / / I I --(6) #10 I (4) #10 I (4) #8 1 •�� (4) 08 1 �'- '(4) aB 1 ''f"�(7) #10 \ ♦ I I I \ \ ' 141 a10 M vt ql , IM3 1 113 +-- I 1 i31yi1r 1 ._ U r I I I I �-- --' �,y I I NI (4) «10 I I I I I I I ( I I I (4) aiQ ` ,��' // Q \ �j ~ ` I I I I 11 I I I I (a) #101---A + o DATE: r TT- c4) #e I I I I (a) a(3� I I I I c4) #8- I 1 1 I (4) 48- I I I I I (4) a8 I I I I I \ a 8-22-87 -t -- -- - -_- - - - -_-- - - ___ - - - - Y t�PA .I_ -- =E I _ t_ = _ -i 1 - __--_ -�_ =.f _ �- --�-� _ 1 L -1 I A /KVB A // ` /r- --_ _ _�_-- - -t- -___ I I - _ 1 I - I I I 1 I- // \ / f� // - fs V�-___�_J L _J L_.-_ -.J Lam._ .-•�-J L ._ J L..�.� .. �.rJ _ L_-- -Ji L___ _�_J 6/ CHECKED BY: ^\v 6', // p- \�.- 6 \ 1� 1 `,-� 1 \ 1\�1 \\f --@ - .PR/TNR 12 \ K L I N O I_ E J-^ _ - - -- -- --- -- REVISI NS: 12 I .i, ��,�� - 8-28-87 / / ♦ / �' .1 1 . COLUMN 28" X 28" (APPROX . ) ��H " RE-13SUED SHEET 15 �� / 2 . COLUMN 34'' X 34" (APPROX . ) 3 . COLUMN 30" X 30" (APPROX . ) , V ' OR}:aACJN `\ , 6' f 3.r 4 . COLUMN 24" X 24" (APPROX . ) / p : ��.,t S . SLAB : 5 Wr 6 X 6 -- W1 .4 X W1 .4 W .W .M . OR \ / / . #3 @ 18" O .C . EACH WAY S . EDGE OF SLAB OF SLAB PLAN UPPER AND LOWER LOBBY 7 . OUTSIDE FACE of BUILDING _�!_yam_�j S 5.i`.1 ! V r�n e t•.efl Opt.odn'sr." ,111 Iwo.gQ.,11I Q/ 1 8 . 8" CONCRETE BASEMENT WALL $A)A.0:AG.?TOSto too .114 1,1,Mo,a moo*Toa(uuo n��n a �AtON wll• ;IQM Q► 6 9 . CONCRETE RETAINING WALL SEP � 11:w" 1 � . ELEVATOR PIT MACKENZIE ENGINEERING SHEET INCORPORAT E0 11 . SUMP PIT 24"X24"X24"DEEP 12 . TOP OF LOWER GRADE BEAM ELEVATION AT 192 .83 S 2 . 2 13. BASEMENT WALL REINFORCEMENT TO CONTINUE THROUGH COLUMN ,.. 14 . END OF BASEMENT WALL of .:Q�.•:•.'K 15 . CONCRETE STEPS SEE ARCHITECTURAL JOB NO. P286500 PEP'.M I T NO. 68 74 .,_ FOUNDATION PERMIT RESUBMITTAL 8-8 i-87 1, 4 OF 15 • .: -.- .........01�..-.....',.....,,....-.....«.rwiewrwrw....ra+. .fnnrr+w.lwalfiMlir.w .,wwn.M«..w.....ewwrtxYMiWh,,.,r.,_. ...cM�� •+iri9Altilr - , �111111•I111I111I111111�I1I1I,1IIIIIIIIIII1111111IIIfIlIll1I1I111�111IIt1I1111111�11111I1I111111 ,111111+'lllitll'llllllll11111111111111111111�t1`lllllllllllllll)IIIIIIlI�1111111,I11I111I11�1111 � r.. 10 II 12 NOTE: IF THIS MICROFILMED •' I ~-Z--� ' 3 4 5 6 7 "_- e 9 _-- _~ (TMAMIING IS NOTICE.EIT ISSS EDUE TOAR P* I/UALITY OF THE ORIGINAL DRAWING. t S2 /2 l2 O2 S2 ►2 E2 22 13 02 of 91 LSSI 91 SI ►11 E.`I e'.1 11 0`1 fl - 1 L -Y '----'S-- �--.►I•- - dlN{IuduulUNhluLulaN111IoluMMI�J111111Mf�tIMIt�11�Da�11�IMIntI�lUlloi111ufIa11�u�11nINN�INtlultlluRlil�u�j�11111N1 OIIIIINIn11I1fIfII111h1u�ulllllu�lnl�llulul�lwlf�IlnbI111pnh1u�111tUW�IpSlltu�llll�l�ul�� :.. -. APRIL' 111991 1. Ao �I918• —J \ 2'6 2'6 + 11 I uj flit 0rp I I I I+ ao —7 7 r : � , 3" CLR. Tl'P- �', � l / ; °j Qr T-- T—1—T +- 4- �..� t W .y I_cx'x� E1�.SY. '`� - � - �(^ �Al I/ t �� 1G1 05 SHORT tG1.Sf . CJ �h �� 4�? v rl T- T-1-T�I — o z c� 3-WAYS AS SHOWN `" >, , �� -�- � ` W W < z � 0. '� CL , 111 6uj o I��„+ LI ju •i — —L T r �.y la1 Q C)t l 1 � R1 Ol PILE CRP DEPTH : 3 ' -4 ” rl • - " ;i V b3Q4 P E. F / J F. 1 : P I l_E'. :'Wilt : S [r " , ,, M4 AT 12 O.0 EACH WAY 7 cv PILE' CAS' [)E-.P TH . 3 THIS REGION (X�IY P I !_E COP DEPTH : 4 ' --C " ••� � oN a^ i •G 0� a o a a l PILE CAP - TYPE -'A' _-- _�, ^ PILE CAP -- TYPE 'B' PILE CAP - TYPE 'C' PILE CAP - TYPE 'D' - - 'E' -��._._____-_ .J CAP TYPE X8 . 1 Scale 1 ; = i , �SB • i - - _ 1 / 0 N Z a 0 0 ' I, W ci • �( Z cn 5 N 0 09 L, �~7 117.;y.'.'7. 'fl b-*' S .1 9",�,,b,.�.b,� fi';,1•b'a.l,y., i _'T �' a: 1 ' I I J (aDIT O O 1 - � o -- - z ® w PILE CAP DEPTH : 4 ' -G " P I l.t. CAP DEPTH : 4 ' ''a '' JF:r' rH : J PILE C CAP JEI'TH . 'S ' -2 " r� Q 0. r. 1 a 6PILE CAP SPE F - -; PILE CAP - TYPE G �. 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NOTE: IF THIS MICROFILMED t 2 `3 4 _ 5 6 7 8 9 1 o I I 12 DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS Dl1F TO THF QUALITY OF THE 'IRIGINAL DRAWING. - - - __ - - -- --- -- - --- - - ;, oe 62 9? a 9z 92 ►z Cz z2 I2 02 61 e1 LI 01 91 to CI 21 If 01 6 9 1 9 S f r fI 2 I'•1' if hill! 13OX _._ , _ APRIL 1 � 1991 i a i J � / y�;' ____ -----_------ �+:, G' t,�� r--cop ►-:aLL h�/ t3 e I'-o''o�G. - - • — 4 '� I be--,1-1 •Y :_.__ �, i q� qty r� , -----_. _ (oma:o•yJ ','4 x rJ 1.4 ',,..1;•J.r�1 1 I i 4) 6 - `� - �" GfZ 33 ?� j'-<o"G+.G. EA• I/df�`-f o �: 1 ss4 J I`-O O.L• =A. 1r.A`� C ob I,� / (Z) #4 Illi W 7.7- 1617 551 •~1, I 4 I Mu.•11MvM f�Ppl.lY✓��& I I � t" ���- ©.-. C CN12o„►-.lG1 :,O��J`� �_ 5 o. ' !�IG� -.Cpm,-( -- - "�'�� O .. �-/�- �?- T X6,2 sle cr ca t —0 PI L,/.) a 4 - L4") b - .,�`���' rA;.. , �I �•':�^' lo �G -rJ'.4 � I,J1, _ - i-oI�E� X01 I I•p' �I " t/Jt-1r'I �o�x�o _ ;,11,4t�W1.4 o,c, F---J. 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E,E38� � ` 1, ��.)I, l;� FOUNDATION PERMIT RESUBMITTAL 8-3 1 --87 + ., L dry,!- 15 I lIII 11111111111 III IIIII�I 'II III III IIIIIII 111 III lIl I�1 III II 111111 III Ill III II Illlfll I�I Illltllltll 1 tllll I 1 IIIIilII;'III IIII111 111111 III III 1111 I Iti III 111 �_„- _. —..aw«-.._. ,._,... 1 1 1 I. I t l I I I l l t'► I V I I I I l I I 1 1 1 1 I I I i l 11 I I � - _• ,1 2 3 4 5 6 7 8 8 ----` 10 II 12 -11E: IF THIS MICROFILMEV __ + DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO (F6 QUALITY OF THE ORIGINAL _ -- - —— DRAWING. QQ !ft 9'L 12 92 SZ 1►2 EZ ZZ 12 OZ. 8f 91 LI 91 5l 41 EI 21 1) b1 1 • 1 1p IE- z I"r`s" ` -' �IIIlunhndnnlnnhnllnnhm6Hlhmlunln►IbI►IIIIIfhlllbn,Innlwnhnllnnluuluult►IIIItItlnulnlllnlllntiltl�lllnd►Inlu►Jl►nllnnhullnuhlululdunlulllutlllnduulluduu6udullllulluulultllWIIIl1�111U1llllllllHllIII11IlIlIIIIH _ _. 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I [`,J C 0 L N �, a- V) Z�, (— BU I �_ D I NO ; T � � ' F- m 1�� . . . . :�I r I6 -IJ, VERIFY 'S N (EXISTING) � a 3} _o,,► lt�'-D '� fi w z –. --- --- q " N a 12 0 U O 100. S 1 E \\ I 363408E 10 1 Y i W m \ 10.00 � � � - 3 � 13 � �; -I 7 as 4 W ``� EXISTI � ' o DUILDIN oa 6 I ~ 4 L J L N =1 2 I I Z 0 L O O O •� to N N N Ln N N N y 4 a n If 11 a 4 ... " 0 O I I I I 1 I m r W Q 1 V U ,y I U U G Q \ I ¢ (n m AI I 14 m I ( `a" N z l `�" 6 `a" w I I - - -� - -- r -q _ gl -I - u 8 I CD 4 LL z4gY� ^, to Lo r , I Ll 11 _ I Z >rs r r I I C 0 L O F � ` _ _ 1 I (E II Ste) i\ -- ---- _�-- __ Y s 89 29 00 w 170.00, I 5 z 1-0,01 1 OF 1 T GRID A-1 INN I{(/^��I7 r -�0 --0 I F Id I I — It ui 1 0. 8 ' co 8 I I•-- � U I I 41-1 I I S O 3D OD N 144.58' — I I LE� TT\ I EX I ST I N0 I I I I _., - u� LIMITS OF WORK , ATF: \ P (1RKIN, C I P �'LRKING Art Y 1 DRAWN � . T � � - I r I i EXIST S T R U C T U R E _- - L1_C_LU.r _—-- -- , B U I L D I N 1 . . . . . . . . -- . . . CHECKED g�': 4 I " ' " " NEW PAVEMENT . . . . _ • - - - - - . .'. ( NOTE SEE ENLARGED PLAN REvIsioNs: . . . Y...` FOR REMAINDER •0F PAVING ) RE sols 7 IIA�VV �- is ST --- -- -- — -- — — -- — 868 ZB 00 M 425.00' -- ------• ----- I I •, A - KEYNOTES �� r - F Y7 yu �4 1 . LIMITS OF WORK 2 . HALF STREET IMPROVEMENTS ( SEE OFFSITE DRAWINGS ) � Q �` • D,OREGON 3 . NEW LANDSCAPE ISLAND um`z 4 . EXISTING CURB TO REMAIN � of Off 1p SFE ENLARGED SITE PLAN � S . NEW CURB SHEET C1 .2 6 . CURB/ ISLAND TO BE REMOVED ( SHOWN DASHED ) T4E{E DRAWINo{ARE TNEP"O►EAT.OF R MACMENSIEI{AITQ i {{OgATry(p{ •C (M: M S E I \ S I T E P N 7 . FUTURE CURB CUT WITH EXTENSION ""°„„NMiiNe"NOyP��M(N {�y"g' rTON LINCOLN STREET 8 . PROPOSED HELIPORT LOCATION Print 1 i _ S O i — O /i 30 PARKING STALLS DISPLACED � C 1 , SHEET Vit: , i?W� 9 . CURB CUT TO BE CLOSED WHEN LINCOLN STREET EXTENDED 10 . NEW FIRE HYDRANT WET TAP INTO EX I ST I NG SERV I CES MACKENZIE ENGINEERING ALONG LINCOLN STREET INCORPURATU, 8� 1 1 . PAR S FAT .[ ON TO BE REMOVED C o • I 12 . PAR STATION TO REMAIN 13 . EXISTING TRANSFORMER TO REMAIN of JOB No. F'EP'M I T NO• 6884 " -7 I ( _ FC3UfUDAY1C N PERMIT RESUBMITTAL 8—' 31-07 P 2 8 6 5 0 ` _ gM►"+I7l.* + w .'�M'�!' 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I A I ILn LpLD o � I I --_ -✓ '� 12 '0" s 318" / L J fp STORAGE �� --.L„--- s '_7” 3(T @ II' 00_6 \ ( T) @ 11 „ T1 T1 < LTJ L_J L_J L_J L_J _0 STAIR I �i W \ r005 - 002 / 00 J Z F — \ , \ _ _ O A —-- --------—T--- +— - --,— I- DATE + rill r-rn r � _—. - -- -- --- / T / r -- - -- - --- - --- - -J -L J ---------- -- L-,--. -J ------ -J- --- ----------�,- •--------- - --- L J-- -------- DRAWN BY: --- // KVB CHECKED BY: 1PR REVISIONS REVISIONS: REV I S I OIJ 8-28-87 1414" 10Is" I RE-ISSUED SHEET KEYNOTES 1 . LINE OF STRUCTURE ABOVE D OREGON / 2 . CORRIDOR WALL I HR FIRE-RESISTIVE CONSTRUCTION 2/81/2" METADL 'STUDS EAID24"CO.C .EACH SIDE \v/ 3 . SHAFT WALL C2 HRHFIRE-RESISTIVEUCONSTRUCTIONON 1 112" SOF Doti 1 " SHAFT WALL LINER USG C-H METAL STUDS AT 24" O .C . MESE DRAWINGS ARE THE PROffpTT of 2 LAYERS 5/8" "FIRECODE 'C ' " GYP . BD. ALT . (2 LAYERS ,u,�,,A`NDA'RENOTOOGFUN( 0 111, 0� H THE S/8" GYP . BO . EA . SIDE OF 3 5/8" MTL . STUDS. ) ►'�flo�°r,nl IE PER.,75ONOfAA NER, &A 4 . NON-RATED PARTITON S/8" GYP . 80 . EACH SIDE 21/2" METAL STUDS AT 24" 0 LOWER LEVEL PLAN 1 1/2" THICK SOUND ATTENUAT!U SHEET S . CONCRETE WALL- CAST IN PLACE SEE STRUCTURAL FOR THICKNESS ANO ING Scale e 1 /8 = 1 0 6 . FURREDRCONC . COL . W/ 5/8" GYP . BID . OVER 1 1/2" UDS tri nted A2 os ,�? . 1 r,EP o x "6600 MACKLNr{r ENaItvtE11IN04 OF • INRnRl�nrtnT6n JOB Nn. F'E F?I°IIT NO. 6884 P286500 s fir 15 FOUNDATION PERMIT RESUBMITTAL 8'3 1•-87 _... . , aimmay. IIIII�tllll�.., ' � b 11111►i1111111IF111111{IIII•111I1111111I11111t1I1111111{Illlllt�tl111 0{IIIItIlI1111111I11lll+j/III11111{IIIIIIII1111111{111111111111111{IIIIIIII11111111111�111�1111111{IIIIIIIIIIIIIIIIIIII111 NOTE: I F TH IS M ICROF I LMED I ""-- Z 3 4 -- 5 6 7 e 9 10 If --12816 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. - - ---- OE 62 92 a 92 Sz bz Ez zz Iz Oz 61 91 LI 91 51 til EI 'cl It QI • 9 [ 9 90 E - '". InI{NnhulluubnlhullunlNnhnl{unlnnllmhulluulln161u111aI�nlhnl{nnlun{uuRuu{unhnl{1nIInnI1n111111{IIIIIIIIIIIII�NIIIIt1111111II111III11I1111�I111IIIIlIIIIIIIIIIJ1111IIWIU11Iw111uI{IllllllhlllllllWlHltllfllltltl�llllwl�li11I111111111I1U111111 ' APRIL 11 1991 _ `:'I� ,. � ,.'-E ,,.;:-T'-'" ..' �'.:�""1�'.a,`4 0.`"7P'P°�'..r•r %�i'1' .°I ,ir :. �d'g'I+,",t.;' ,?,I?rt�;q�IRI�.'I�R+It':�F.���'., ,�I. t�, R1F^t�JV"±!!7!',1'P'"t.` .. .' ,.. , � Y... _ r . z o (.) LjU .. Q O v, Z W _ .- ' LaJ 2W Q z � z 4X0o " VZL 0a � CO 10 40 - P1 4 S/ 8 9 U Uw� o W 0) w4 0 Ln 2710" 2710" 3 vN 0 , Q12 ' 10 " 200 20 0 20 0 ?Q 0 15 12 10 a o NORTH ENTRY QDoo Old 0o a 3 OFFICE - CSF PIERCE \ _ GOODWN \ m 3 , 0 „ - - - 16 0 _� _ T_10� 0 mow---- 13 MECH DELI r' �11_ 1 1113 J ` i I LEASE SPACE X I 7WAY -- I z O SH'3ES I COI W ' 112- � ! Q MAIL_ �� i i 1� °° `* I -Lo- I \ Z °° W LOBE STAIR o I \ J o < — _ — - I - - - ----f--- - — — - — - - El - t <C1 - —_-- - - - - - - _ - --- - - - STAIR a2 - �! S I_ \ 0 OC + _ + 118 �- \ .• -- �1 p i 0 -c�IF � - 07 ' FLOWERS W ® 114 NORTH LOWER NORTH L BBY I I I EVATOR LOBB - I I OUTH LOBBY I o FUTU ` o N 3 . -- - -- LOBBY 102 10-� , 108 0 A ELEV OR-� ., ch co cn / 3 101 - � M / -- STA I R u3 05 OF 06 V - -- 2 '0' 6 '0" 48, 1s) OT WOMEN ® ® MEN N 07 I I 0=7 co W Z > l o Op N . CC J ao m N \ i 2 , 4 „ 2 , 4 „ 2 , 4 „ f0- O J 1 _Z --,- 17 8 -__---- - - 1 7 '8 _-- - 1 7 8 _ 12 9 6 1 - _-- --_-- 28 8 1/8 32 6 1/4 L M \\ LEASE SPACE CO I \ v 115 � N . DATE: E]- - - - DRAWN BY: PR / 1 o ' Q" w CHECKED BY: JPR REVISIONS: REVISIONS: REVISION 8-28-87 WET ENT I RE--ISSUED SHEET 104 ' 3. A� KEYNOTES J F I?. 1 . LINE OF STRUCTURE ABOVE 04 2 . CORRIDOR WALL 1 HR FIRE-RESISTIVE CONSTRUCTION •S/8" GYP . 8D . "FIRECOOE 'C ' " EACH SIDE D.OREIiON 2 1/2" METAL STUDS AT 24" O.C . LOBBY LEVEL FLOOR PLAN 3 . SHAFT WALLC2 HRHMA FRIRE-RESISTIVEFIE " UND CONSTRUCTIONON OF 1 " SHAFT WALL LINER ---- ---== pp-- - - ------ USG C-H METAL STUDS AT 24" D.C. Scale 1 �Q �� - 1 2 LAYERS 5/8" "FIRECOOE 'C ' " GYP . BO. .T . (2 LAYERS rNESIDRAWINGS ARE IME PROPERTN LW ° 5/8" GYP . BO . EA . SIDE OF 3 S/8" MTL . STUDS . ) M NOZA�i`Mo°OA�EjpVOIEDOR RC14 4 . NON-RATED PART I TON (DNANTMANNI SIEXCEPT ONOFMISA TIII S/8" GYP . 80 . EACH SIDE 1 wRI71ENPERM,SS,ONOF..,sA 2. 1/2" METAL STUDS AT 24" O .C . 11/2" THICK SOUND ATTENUATION S. CONCRETE WALL- CAST IN PLACE SHEE7 SEE ,STRUCTURAL FOR THICKNESS AND REINFORCING 6 . FURRED CONC . COL . W/ 5/8" GYP . BO . OVER 1 1/2" STUDS . 7 . SOFFIT ABOVE . A 2 . 2 Prim . BS Cx:t' 0114o" X86600 MACKEN7IE Et�C;INEERING of INC0RrI0(1?iJEU JOB NO. I EF'MT"r NO. 68e4 P286500 FOUNDATION PERMIT RESUBMITTAL 8-31-87 ., I `. ,�1l11111'1111111 1111111 111 III III 111 111 111 III III 111 111 111 I(l 111 III 111 111111 11 111 III III III III III III 111 111 111 III III 111 •s ' �_. : ..��I��Illrlllrrr•- .wry (jjj��� 1 t' I l I 1 l � ( I I I I I ( I I I � I I I I I I I I I I 1 1 i I I I I'I'( 1 1 1 1 1 Ill I!1 I I 1 I I I 1 I I I I I I I 1 I I I I I 1 I 1 I I I I I •+.•.. ....._.. .,u,. , NOTE: 1F THIS MICROFiLMEO 1 2 3 4 _5 6 7 — e 9 10 11 --12 + DRAWING 1S LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THF QUALITY OF 14 ORIGINAL _ D10M. OE 62 92 .Z 92 52 b2 E2 2? 12 OZ 61 81 LI 91 sl *I -CI 111 II 01--.6 9 L 9 SI-. �..b E • g1�unlunlunluulunhnlluNI1NI�NIIh111111NhnI�uu6ul�fur1u111►IulnulNnlllll�lllllllll�lllllllu�unllul�lllllll�l111'III►I1111111111�Nlllllllllllllllllllll�lllllllllllllllllli))IU111111�U11�IIIIIII11�1I1111111�1111�IWlIIBNWlIII1�IlIWIIIIIIIIIlUI1'IIpW�11N „ APRIL 11 199 1 •I I \� POP w■ Fi 0 U � I-- • � � d 0 0 U) 7 w t� ty CJ v- r r- WQ, . W �' F o v ao �.���yy �' a" U U i L 0 W O CD 1 1 � 3 4 <S/> 7 9 W (n a o 271101, 12 S ' 0 " _- --- 2711011 V Q C 3 _— _ - _—-.__ --- - --- --- L,.I N Q N 12 10 15 0 0 0 20 0 20 0 20 0 0 0 20 ' 0 / 5 ' 0 " 5 ' 01, jq _ 12 ' 10 " Q Cn �- 1 , „ , „ , �, „ , „ -- -"- -- c0 O 0 Ln -- ROOF BELOW od a o a_ 3. ! I , , - WcC�F l �1E OFFII_E 1\ TYP. I OF PIEKCE I I 6 Cj(_ APANPI Li I ! 1 oc w { � o I � N I I I x _ I I I I LEASE SPACEI I I I N O T`'� a w M STAIR #1 � 207 ---- — OH m IN7 I Z 00 L J W a 1 '-4" I STAIR #2 L;' o 4 t I (205 - - M <C -1 1 - - ---- - I-- _ - -- - - ---r- - - - - - - -zv--- - - L OD �QP `-- c� 0`7 MECHANICAL z W 3 OG y I � LOBBY STAIR 208 I I - --- - -- - -- - AL 3 a H m I I m I I JANITOR I I I I I r _ _ o M 3A f OPEN TO BELOW � 204 CORRIDOR �� i '_6,1 - - -- - ----_ 3. L o 04 2201 Ln -3" 2 09 , - --- [� � C01-11-31f - I of of � � • E-1 –<F 02 03 _ J � ELECTRICAL MECHANICAL \ ViOME N ® ® MEN 3 cL� f `� \ ,� 202 20 w z Q --- - --- - - -I — - - _-- - - - + - - + - - - --- - -- -— �+ - -- I i o > J I C3 ,� N I I � /1 �#✓/ (tea r / C0 �L .1 a: E ZO \` �� - 0 0 1 '� U 1 ' 5 112 " I I I i LL � i LEASE SPACE Co 210 1 r' I N i 1 - DATE: /� --- --- ------- - - _ - -- - - - -- - - ._ - _ _ - - DRAWN 3Y 41 PH TYP. CHECKED BY: JPR �i REVISIONS: RR�EVISIONS: REISION- �'-aREVISSUED SHEE87 - ROOF BELOW •-•� 3' KEYNOTES r h \ 1 . LINE OF STRUCTURE ABOVE ` • O,OREGON 2 . CORRIDOR WALL 1 HR FIRE-RESISTIVE CONSTRUCTION SECOk�D LEVEL PLAN S/8" GYP . BD . TAC ' " EACH SIDE 2 1/2' METAL STUDS Al I 2 24" O .C . ���144``OF O / — — 1 1/2" THICK "THERMA FIBER" SOUND ATTENUATION 3 . SHRFT WALL 2 HR FIRE-RESISTIVE CONSTRUCTION Sca I e ° 1 /8 — 1 0 1 " SHAFT WALL LINER ° USG C-H METAL STUDS AT 24" 0 .C . NESE ORAW1Np5 A 1E tfE PROPE p� 2 LAYERS S/8" "FIRECODE 'C ' GYP . BD. ALT . (2 LAYERS MACAo11 PIE ArOANNE11. cEPEORRfPNE 611)ANo A11E NOT To s.uSEo T AY.PPC�(} 4 S/8' GYP . BD . EA . .SIDE OF 3 S/8" MTI_ . STUDS . ) Ir�CO[R 4 . NON--RATED PART I TON WRITTEMPERN19301:OFId 5A 5/8" GYP . BD . EACH SIDE 2 1/2" METAL STUDS AT 24" O .C . 1 1/2" THICK SOUND ATTENUATION SHEER S . CONCRETE WALL- CAST IN PLACE SEE STRUCTURAL FOR THICKNESS AND REINFORCING 6 . FURRED CONC . COL . W/ S/8" GYP . BD . '1VER 1 1/2" STUDS . 7 . RAIL 1.� A 2 • ,Y +J7 in 1.n� • r SEI' U 119d7 OF MACKLNZIE ENGINEERING INCURr'F1EAM roe No. !I 4 Y• PERMIT I T NCI. 6884 P286500 _ FOUNDATION PERMIT RESUBMITTAL $— y1-87 • Now ,.. - llll i!• !II !!! I�I Ili ISI III III I!I III llt tlt III II III I�I III ►�t III II III III tit tII llI Ilt tlI I!t III III III IIIIIIII[II !!! llll III III IlIIIII .I IIIIIlIII - , ! 2 3 4 5 6 7 13 6 10 11 IQ NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN r , THIS NOTICE, IT IS DUE TO ` THF frUAL1TY OF THE ORIGINAL -- DRAWING. - --- J OE ez 9z Lz 9z Sz 02 Cz zz IZ 0z 61 91 LI 91 51 bI EI zI It 01 6 9 L 9 1i it F �' I„°'"• _, . ,►tllnulllulnllll,nhlul►n,I�lnlnulun4ttnlln+blulllohu�b+Nllulh�Ilhlullwlunluulnuhulhtalw[iu[I�Indllq�tnlllnl�ulJ+nl�ntduu�nnluu�Iudlul�unlun�ullluu�luilunllullnn111nhnl�nuhlu�tul�lululll�lu�ull�Iu�llubul�lWbin . - w APRIL 11 1991 .,.. .-• 5a 1 - � I ^1; < ra' +; W 1. s h a , F-- • a �-OEM Ix CO a 8 I.aJ 3. Z �- \ W � WQ LEASE �-- f5 r- SPACE . W Q In a) r o 6 Z o 10 1 3 �> S /6 �� 7 � g W Co � morn v V 27'10" i ..� Z Z q- � v1 Q cv 1211011 S '0 " 10 ' 0 " 20 ' 0 " _20 ' 0 " 20 ' 0-" 20 '0 " 20_'0 " 15 ' 0 " 15 ' 0 " 12 ' 10 " Q v 8)oo - - (31 ) EQUAL. SPACES_= 155 ' -0" `z o av 3. 3RD FLOOR CONDITION TIO _ ------ I : _ . _ 7t\V RKOF _ IE OFFICE ' ,2� Sca I e 1 /8 1 0 �F ()IERCE I I I I I I I GOODWIN -- — — a -o - - a o N I w N i \ c _.__ a• W M D \ 3 2 A�� I I I I LEAS SPACE r Q H m �4 0 00 W STAIR ttl v � 306 "L3J 3 ' 2 3 STAIR tt2 \ N _ 309 C - - - --- -- - - _ _ t �- - t U �vr `My � Z M� 3os A�. � C° � v� � �`3 J MECHANICAL CRL -_ __ .., �. va o m \J - 1 ELEVATORS L 312_j 4 CD* 11 z 04 D I I -I oIA I CORRIDOR 2 7'-2" 4'- 17'-0" CLR. olc _-- MLo --- 1 '-6" _ - r, N A -- I I 02 ��1 _�r = 303 -$I -- h►- I I a I { AN� 1 _ -- -- - - rI \ ��' --- WOMEN QD N I CORK I DOR 4''-3" 7�-2" �1 3os I I 13 . ' �' o -r- MEN -301 2 01 -_--_ - ---- --=_ I - 2 302 ® 303 COI B I 30 i 016 in 02B ��\ ELECTRICAL t LEPHONE 303 r - ELEVATORS 310 3Y 1 f ` m 3 _ _ 3 0.00 m - - - 96.00 Z NONE. o F - 1 3, NONE -4 r 2 j NONE . CL N NONE 0 NONE ' 4 I i LEASE_ SPCarCE NONE E 308 --- of - -- F� 0 O • SA I I I i I I i I �Q • M LL o_ o N U) I I a cn i C3 0 10 w DDI E: R -- - ----- -- N _...W _ __ - — — - - .__ — - --r•�---.�— --�_.____-�-__._ -- �::3>w=� - �r- 11v_=_ _ _�_. -- -- --_ -- N n A Io DRAWN BY: PA KEYNOTES CHECKED BY: - -- (31 ) EQUAL SPACES = 155 '-0" --- -"- -- J P R 1 . LINE OF STRUCTURE ABOVE PEVIS'ONS: 2 . CORRIDOR WALT_ 1 HR FIRE-RESISTIVE CONSTRUCTION REVISIONS: 5/8" GYP . BO . "FIRECODE 'C ' " EACH SIDEREVISION 8-28-87 2 1/2" METAL STUDS AT 24" O .C . Z�IREISSUEO SHEET 1 1/2" THICK "THERMA FIBER" SOUND ATTENUATION 3. SHAFT WALL 2 HR FIRE-RESISTIVE CONSTRUCTION 1 " SHA=T WALL LINER �� USG C-H METAL. STUDS AT 24" O .C . S/8" GYP .SBD . EA .RSI DEL OF S/8" MTBL0. STUDS .()2 LAYERS ��� 4 . NON-RATED PART I TON �y� I F r Q." VES S/8" GYP . BO . EACH SIDE �r 2 1/2" METAL STUDS AT 24 " O .C . • ,I; �,, 1 1/2" THICK SOUND ATTENUATION • 6,OREGON S . CONCRETE WALL- CAST IN PLACE SEE STRUCTURAL FOR THICKNESS AND L REINFORCING { QF o0l 6 . 6 '-0" SLIDING GLASS DOOR , 7 . FOR 3RD FLOOR CONDITION SEE DETAIL THIS SHEET . 3RD 11 TH FLUOR PLAN 8 . LINE OF ENTRY ROOF BELOW . rwISE DAAMM ARE THE►11Q►EATr p. 9 . BALCONY DRAIN 4 " DIA . SMACKENZ)EI�AITfp a AUMA11% r C IM • 10 . FURRED CONC . COL . W/ S/8" GYP . BD . OVER 1 1/2" STUDS . O NANrMANNEII Ea/� Q�.arH�TNP. • --_ —_ _._ -_-- C- WNITTEN PIRMI�I(��►T N NO TQ/( I OF M,9A Scale SHEET Printed A2 .4 BS 288600 MACK NNZir. ENGINEERING OF JOB N0. - PERMIT NO. 6884 ii nr 11-1 FOUNDATION PERMIT RE SUFIMITTAL 8:31-87 P 2$6 5 n o a : : r :��'wsUkttkwk'�11+11f(1�9�'NM11 � �A�'+...s+wOn�t�!+R,•-,:...._.,M '�`� 'i� f1T1 .' ` }� I�1�1111111 VIII I,II'I 11(Iltll Ililt,l I,IJill�11.11111 ijIII 2 � 4 5 g 7 o l ((111(1 1111111 111 11 III III I,I n► 111 III III 111 III III 1,1 1,1 1,1 1,1 1,1 111 1,1 I,1 111 I,I 1,1 I,1 1,1 111 / 1 � 1 l � 1 1 � 1 � l 1 1 9 1 1 1 is1 � 1 iii '2 •`'�, NOTE: IF THIS MICROFILMED --- DRAWING IS LESS CLEAR TNaN THIS NOTICE, 17 IS DUE TO THP QUALITY OF Tlf ORIGINAL DRAWING' OE 62 92 /_Z 92 SZ IZ £Z ZZ IZ Oilt Of 111 LI 91 SI bl £1 2 11 01 6 9 L 9 CA ► C ' dI1IIlU1111111111(11111nH(11I1h111(11111111111111I11111111111111(1111h1u(u1fhH1111111111111111�11U11111�II1111IN�111111111�'llllllll�nnhnl�nlllAulnnhlll�n111uui1nllun�unluu�lndlul�ll!lluulunhn1hn11nn�indlWIHMIW�uu111uU111111u�nuhu(�IWhul - .. APRIL, 1991 i i • L O U N f ^ O G 3:3 I CD T W w • wo f-- o c� ? ter rn W . + Z N U aoo Z0 z 0 10 1 2 �3 �� < 6 � 7 > 8� 9 W (n u-, ��rn `� \(27'1011 — ---- / --- 12 S ' 0 " _- 7'1 " Y � ►' 3 z a -- - -- --- -- --- _.. _ 2 0 (� QN w N Q CJ 2 " 10 '" 15 " ° " 10 ' 0 " ---?�' � "-- - --- -?o-'J _ 2010 " 20 ' 0 " _ 20 '0" _ 1S ' o " 15 , 0"- 2 ' 10 " Q = tea - — 0 Ln 155 ' 0 " O� 4 on- . I I I I I I I I I 48 0 ' 0 " _ 135 ' 0 " 10 ' 0" . ----------.- _______—_-- --__-.--. -_ ( 1 -7 ) F 0 . SPACE I f THE OFFICE OF PIERCE - _ - - — - — — - ALPAIDER Lu 77 0 0 - oD 10 I 0` o `r W I LEASE SPACE I I I I • sA a �J O N Q r7Q � 1207 Nw �. °4 �4 0 00 z W " STAIR #1 a ,3 # STAIR 2 �r •� q C1206 - - ---- -3 _ - OC - ■ t� i I k f I ' r I I � a Q kr 0 Q Nr lY l V♦ el 1� FF W L-j . W cDre N Ul d U) cl) A E5 •> I. 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GOC)UW1N 00 i AL' IDER T, to w 1.Y Z 00 J[L 0 TT- CD I, 1 . , o I � a i Z 1 E N L A R G-E D ELEVATION -_SCALE: 114" = 1'-°" J NORTHWEST ELEVATION SCALE: 1/16" = 1�-0„ _ -- - --_- — I < co 7=—L-1 E1E1E1E]1::1L_E I i Q ao� I Ln cc W v 00 - Go - I 7ij ---- - - - —�--- \ !,� r __ ------ -- ---- \ DATE: 00 LL I cT) io I _�-__ IL ow DRAA'% BY: K��E', CHECKED BY. IL ( r ( RUASION . — — --►— — - �� I I I ,i RE ASIONS: MISIONS: -- __— -------- ... -— ( 1 REv I S I ON 8-28-87 RE—ISSUED SHEET Tzo N _ _ L -- —�— co LL F VES I o0 1 I _ co w _ l =_ILL SHEET 1 7=1 _l 1 _ I i Aal r r OF T MACKENZIE EKINE NG 2 ENLARGED I__A R G E D E L EVATi O N _ SCALE: ,/4•� = 1'-0" INCOR�'�R,�.Tra JOB N0. --� � P286500 NORTHEAST_ ELEVATION SCALE: 1/16'' = 1'-0" .� — own-I P 11 111 - . .. _ -. �Y 11111`IIIIIIIIIIIIIIIIIIIIIIII�IItIII1�111I111�11111y111IlIly1�'r II��'11I1I1�!III111�1i!I11 1111'IIII11111'Il1IlIlJill IIIIII�IItIII1111111III1Jill j1IIII Jill 1I1ji11111tI1It11�1I11tIlIlt111^1 3 4 5 6 T 8 9 NOTL IF T41S MICROFILMED ---" —_-~ DRAWING IS "ESS CLEAR T!i,N MIS NOTICE. 11 1" DUE TO ! � THF QUAtiTY OF TI#: ORIGINAL DRAWING. OE 6Z 92 LZ 92 912 +02 EZ ZZ I1Z OZ 61 91 ZI 911 SI bl E1I - $I II 011 61 9 1. 9 S•-.�E- If E --� 1swDw f _. - - �n1�U111111111111I111111u1In111111111111�111111H11tINIlU1111nI1n1�lINIn11�Y11111N1111111111�I11I111111�I111I11�11111111111�111f1111J111111111111111�Mt1�11111111t11111111111111)JIIII�IIIIIIIIIIIIIIIIIIIIIIWIJIIIIIIIIIIIIIIIIIIIIII�IIIIIIl11�kIB1e11�1111�1111111)IIUII�IIIIIII►I�ilU�l{11 APRIL ill 1991 -� c� ELEVATOR EQUIPMENT ROOM BEYOND TOP/PENTHOUSE '/ ---- M • I I in I PENTHOUSE _— --� 0� --- BALCONY 7_71 _I • PREFABRICATED BRICK N PANELS OR LAID-UP OV 6 12TH14 . - - - --- ---- - BRICK ON METAL STUDS - Q _ CL N I _- INSULATED GLAZING SYSTEM � - 1 WITH ANODIZED FRAMES O 1 T I _ 0 PANTED ALUMINUM _ WINDOW SYSTEM W W N 10TH - j �"' oz N I z --- -- ------ N ?