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15055, 15115 SW Pacific Highway PACIFIC PARKWAY 15055 , 15115 1 OF 4 PACIFIC CORPORATE CTR. -BLDGS 231 & 232 891988 , 891989 -- - EXIST. 12' SD / - ------ y� - -- - -- -- - - --. -- - - __-- ______,,ss, r kuJECT rrIGR. ►.SIO►-I JOf� CAPTAIN 1 \ ' iI ^ , Co N:GT TO `r E ST. 12' =01 1 ! J I . I -2. hAWN GGA/ _ G� RIM■ 1603 (1 I.E. I6 - F. - CCF' 5• DATE -1 'GP-t ,� E.• 163.30 _ Sa00120 -3 F - s' C - - - . 38 L.F. - 8' CCF' SD R" 165.1 r~ 5=0.07'34 112' 25' 5■00119 1 � G!!- tt u © I - - ------ !E.■162.95 MN d111.111 RI . 1 53 I lF j160.1l \, Iiii 15 LF. - 190 LF. - 17 CCP 5D ,� 85 LF. - 8' GC- SD ..-ELI-CCP SD =0.00 \ 4 dal S■0.0100 t3.0??88 ►- iI. r IL 9 10 LF. - b' CCP SD -~ -� kti1 LF. - b' CCP SD 26' 11 2 7 q� 26' 1 I 10 L . - b' GC - 8D 1' Ilktli PI 13 E.= 163.50 I ' I RD � _ - IE.•165 30�F. - B' I. S. , ` I,E.•1 500 / RD LE.=fb- 00 1 >s 5=0.001 _ [. \ I �,�O.T �n loll 1 ? G.O. .G_ g,, :3, E.■I Z39 14 . -25' iE.•1-0.'t5 i E.• Ib1.1 ' I I , , , G.O.TG. ,.. cY---A, 9 % RIM, 162 :3 t�.•165? • 311 LF. 4' I. $ $=0�1 - - --D \ \ 0,--- mom& ---0 j; I I I ( 1'... I . I I I 1 I I iii • / GQ ___ a lr r -- - - - - -- _ - - - - N FIN. FLR= 161�- ; - I0 PACTRUST f ' I I I I I I I 1 I , T - 1ti 4 358 LF. - 4' r:.l. S S■0.01 ..� -3 0 u: J 4' IN (N )■159.15 , 14' CB _ 1 PACIFIC O - 41 ( 6' 4' IN (Ella 159.15 �E.=fb0.38 I , , i4' cps r'o.T)Cs. ��.��rti T .�'� v , /' "'16033 ' I.E.■165?0 4 ,� .J -----7....,‹... r i r G i1 r2 �<KG...A\7/ ' b OUT 158.,0 RIM. -3 ' ► CORPORATE 5 81••, '62 ,. 1083'A L ,I . ill" �_ : . .f.= 31' I I s..III M 111111� -13 ..:).,75112,- 8' GCP 5 I- RD 1 ) 1,-- '�1 c,r�t� :.' 3 1 CENTER 14 LF. - �E 600 25.83' CCP* IQD ANIii.°° _`� 1E.•165 mac,, / �! �� Ka...► /-1-�' `` , w / '_.� ' .-/c >' S.W. 72 ND AVE ����864111.1 '4------).'s1- TIGARD, OREGON \ ._ \ 1 10 LF - b' CCP SD t -t �� .,.U.� a,- C 11711111111111 1 5083 __ 2583' CITY OF TK3AR0BApproved •(�' ___ i�.■1�s3.40 �� v Cc^citionalty Approved ( J: RIM. 166.3 F:- �r;; thr ,v�rSc c;esCribac!ir+ a. C.O.T�Cs. u t1 Y U PE�M11T NO. _____ u I�'=160ld0 1 Say leacr to: Fo:'.ow [ 1 U 1 r, l �9 ie, 0 Attach ( [: l ,, 42' 0 6',c8' REDUCER u; 0 , '� It \, Job Address: cll ''B C " /i I E.=15934 - d1 `� 6 ` -?' D.:te: , -tea - .0 �E =16©1901 z. ----[4 U '"" ''6 $ R M. 63 = 2\ 1- NSFORMER 17m. IM. 1 Q 11_ 4rIC)'.� = 5t3.blb U 1 \ \ 41 5 LF. - I 11i11At�i1N fIALLEUItI MAflAI qnW�' (LPSD ( 1 APPRt�VED a. U � =© 252' , : , • : - 12' SD II 5 L.F.L - ' CGP 5G Er r - 43' -„ I6 ,© CONDITION#LLY APNNfi�/E:t� AP"ApuAL r� PIA/WS if MCI AN 3,i-. ‘ `0�1` " ?00 LF. - 'S' CCP SD �► -41 /r r l-122 F. - 15' CCP 3D S=©.0043 " .E.=159.'3 i_____________, APPNQVAL OF ` or�lgs+ONs oa oVERSIprtTa CONNECT TO I Ll SCE �� f ����^ 15'N • EXIST. 12 SD M�. 6 21 _/ �� v a) g 1161 LI �i �,iR IE.= 5830 FR/ , F II M• 164.5 t co `r) / I Eo ,40 34<)".) 1 11 . Il U• ,' mitts I u) oA _, ,) , ._ i><1 , r l) -- ,, L.EEGEND ( \\ \ \ 0- I 2583' v� 52 3' / '� / - -- - - )r,hitects oc So arlRD / • GATGi-1 BA51N etgl I I.E. ib .00 1 21' ' • '"fANI-1�7LE 1 1 _ - ! =163:00 1t� 1_ III1_ LE.=163 CB . • CLEANOu' (� '`� C6 ___ IF' - ti�� \\ \ - NEU. STORM DRAIN 23 NW SECOND AVENUE cD I , I LO ••'wc. -i- IE.■ 1-833 14' \C=• - Rlf'"= - 4;1 D EXISTING STORM DRAIN FORT.ANG, OREGON 9209 ' LEI= 15933 I I , 5 PHONE: 503-228-6444 MN la -�' 14' RIM= 0B3 R(lj"= 10083 I i NEW SANITARY SEWER 6' IN (N)•1574.54 V "'J - - --- - _ _ _ - I G 5 7-_-__S, g - EXISTING SANITA Yf . \ R SEWER 6' kpff IN (E '=15584 `-- !n I I E5U LE) ! ' `'l -- - , 8' OUT■15424 - -- I I G.O.T�Cs. 3' 24. QIM•1635 '4. -�R : 5 C�. I I � I I _ u, � + I ¢ l.E.=163.00 ' p oo 11� S 358 -F . 6' 2. . S 5.0.0:00 I V l ''l I7. B CATC-4 BASIN CONauITINa [NGIM[rR$ I ' ' S COPD LIE r'EL , I 11/11iI CP CONCRETE CUL ✓ERT >,IPE PORTLAND, siioa • t ' 0I. V.Ii.TI 1_F I Rohl I _ _ ,. - _ I 4 C.O.T.G. CLEANOUT TO GRADE -- 1 - 14, _ _ - -- - - -- - - - EXIST. I CB � q Ex.STING FN.if: 1 - FLR FINtg�{ FLOOR I O Il I I I , , fE.=15833, 1 I I I I I It, © IE. IN/ERT ELE'✓ATION t 1 / RIM=160 -13 N _ LF. LINEAL FEET • ` LI 1-40 MANHOLE • T� , --- �- - - I� - - - . - - - - iO A✓C POL.`r vINl' I flAIM � / _ L CHLOR DE i x.•153.16 IF•.163. 0 `� RD _ _ I 163 _ RD RAIN DRAIN CONNECT TO ,. 2583' ' 1 I =.■163.00 ?583' Q- 7i.E.■1 -3.00 °+ SANITARY SEWER ���r 4-1- 1------7 EXIST. 15' SC) LT - - _ U I CS. _ S. SLOPE EQUALS orf ;� IE 153.16 21 LF. - b' CCP SD ?1 LF. - 43 IliRIM - • 40 1 :RATAINL G'15' GCP SD -29 LF. - 6' GGP SD2583'3' C.O.T�Cs_ 0 4'15' SD _�' IE.=151.03 n b ..CP S. 14 m _ � iP 29 L F. - 6' CCP SD5 LF. • 8' CCP Sl_ �S+• �� ....IIE�' I� � il 111 I IIIIINIMIIVEM 1 \8' CGP SD lw,_ 2 .. �TOF2M & • ' t4 5 0 • C.O.t,G. Il S 0- 115 �T/ �� SANITARY SEWER GB CA Ta �V i CB in I E.■15E?1 `� CB 21 LF. - r I.E.= 156.50 MN IE.•151?4 0 0;x. 151?1 Gd �) '- LE.■ 15950 - 8' CCP 5G C.O.T.G. -* PIAN RIM= 159.4 i' F _ H - IE.■ 153.'15 `� .,,,,ii; RIM= 159.4 -- _ [E-.:11-00-3-0` r - - _ RIM. 162.4 s=©.G 389 LE.■15960 ///// STORM D IRA I 1 �l 4 RIM. 1603 11 - Z' 3 LF. - �8 e P - D i ." � I ��I �l I T� SEE f` 1 POLE MOUNTED LIGHT ;1i // �j --- - -- ---P1OLJJRsITYR) g I► -- - - N I ��.- PROJECT N0. 189156 a, - - - 11630 �, __ ` S H E E T kj CONNECT TG CONNk.c,T TO `\ / E :}I> 1 r,+i:a ,. r?r I�iD i ''637 FSIs_ e' g II II EXIST. 12' SD -�� CIni. 1 4 :2) (I _ 1 _ , IE =15189/ c-� 1E.•155.50 -'----„,-- - r FOR REFERENCE ONLY 1 4 . , .„. . , 1 . . .""� ....► .- ....... ..-. y �,p�• _,,.....- ,._._.-. _ t ..................10.....--+.....+. .._ .«...... .war. .� A .. r_rr._ -"i. :- •-., .. su.:•,MnAyu.,,.n.>. w ,. e . A. .�,• .,�►i.:: b • ItN1 9f1111►1111I111111111111111It1''1111111111111111t11J11111111111IIIIl11P(1111111(11111111111111 ,Ir IIIIIIIIIIIt>JII1111111�11111(IIIk11111111111111111(1111111111� IIIII1III1IIIIII1111111'lll I 2 3 4 5 S 7 • • f0 I I = NOTE: IF THIS M ICROF I LME 0 o- - _ ORAMING IS LESS CLEAR THAN THIS NOTICE, II IS OU TI) THE AMLITY OF THE ORIGIN/4i O*I99. OE 82 92 L 2 92 SZ P2 c.,2 22 12 02 61 91 LI 91 91 `I CI 21 11 01 6 i 1 9 S-''--•I C 1 I ' . 211)( ,Ii11nnlnuln111u1111nIIn111nnlmtlu1111111111u1miloti ilthoulunlNullu111(Itlnulliollnllul111mitil 111111X111111)IiMiiNItnlantlln1111i1111n1111919161111191991911)991111.41111111bnIIn111nI11111111Illi�WlI lbillith11utl11ud , y i., APRILit 1991........._ _ .. rm.- ' MANHOLE FRAME 81 COVER GENERAL NQTES PROJECT MGN ,•-'i I"✓� AS SPECIFIED JOB CAPTAIN 1 a t7--IF„. I GROUT FRAME (typ) WATER TIGHT PLUG CLEAN-OUT FRAME 1 . ALL CONSTRUCTION SHALL CONFORM TO IHESE PLANS, THE STANDARD CONSTRUCTION - M� 81 COVER STREET AREAS OUT OF STREET AREAS SPECIFICATIONS OF THE OREGON CHAPTER OF THE AMERICAN PUBLIC WORKS CHECI<FD 51_L _ GRADE RING AS REQ'D (typ ) GROUT FRAME IN PLACE EXISTING ASSOCIATION (APWA) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, UF'AV'JN 6c-NI SECTION _.� ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS AND INSPECTIONS ,. ;;;(-145-, 2' SQUARE CONC. SLAB , ��, tel• RESURFACING /� �\�i, REQUIRED BY THE GOVERNING AUTHORITIES DAIS �} -19-i3`l f ,TOP RUNG -�� PRECAST CONC. CONE (typ ) WITH 4-I/2"x 6"ANCHOR _ — r—.i BOLTS 3" ABOVE SLAB �o� ,�. ; -'1---A ° 6 / /� 2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON N RAM-NEK, KENTSEAL JOINT FOR FUTURE GRADE ',4.4;;A: \tel __.. / THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE ACCURATE. MATERIAL OR EQUAL (typ.) ADJUSTMENTS. / CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS PRIOR TO STARTING ADJUSTMENTS.----------- PIPE O.D • I.. �� . /;� CLASS A 111,...7.-- 1/` / CONSTRUCTION. RVI RINGS AT , �--PRECAST CONC. RINGS (typ.) �� -� BACKFILL REVISIONS• 12 o c ` �COMPACTEIO SELECT /// - �./ 3. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL. NOTIFY ALL AGENCIES WITH 48", BACKFILL AS SPECIFIED J/� UNDERGROUND UTILITIES IN PROJECT AREA SO THAT SAID UTILITIES MAY BE „ ' //„/ ACCURI` 1 LY LOCATED. ' .. 45° BEND ' //.% 4. CONTRACTOR SHALL VERIFY LOCATION OF SURVEY DATUM AS ESTABLISHED BY DAVID -1 v CLASS B , „ ..• /' , 1/ EVANS & ASSOCIATES. ..~1 WYE BRANCH 3/4 -0 GRANULAR . ..__—____,-/.. --� / �' .. 44110 ,� •1 BACKFILL . / ' o 5. ELECTRICAL FACILITIES, INCLUDING POLE -MOUNTED LIGHT FIXTURES, ARE SHOWN 10k ..;•.../r— FOR INFORMATION ONLY. ./ /( 4OR6" SERVICE CONNECTION • /� II 12"__, IF REQUIRED � `v`— MAX - - J % (typ.) ' "�] :sir'''. • . f,. - _ ° ��� /�� ; a CONSTRUCTION NOTESBOTTOM RUNG -. .-- 1� i • J. 0 ° w • BOTTOM RISER 2 -0 x 3-6 x 6 �- PROVIDE 81 INSTALL z • `__ • •• • • o 6. SANITARY SEWER AND STORM DRAIN CONSTRUCTION SHALL CONFORM TO APWA DIVISION 2" MIN.,24" MAX (typ.) SLAB -" 3,... 6u ' 6 CONC. PLUG WITH o ' s w • 3 DUE TO LIMITED AVAILABLE GRADES. o !-1,_ - - _ - - MIN GASKET IF END OF N o • • o'. n'. " aJD .r�r r'—' - - = ' ' --- d'••• L'NE. n � ' a 7. LAY PIPING BEGINNING AT LOW POINT OF SYSTEM TRUE TO GRADES AND ALIGNMENT ill O Y. p ,. D . e v r 4 INDICATED WITH UNBROKEN CONTINUITY OF INVERT. JDA( rRIJsr I ° 8. LONNECT!ONS TO EXISTING SANITARY SEWER AND STORM DRAIN SHALL CONFORM TO -'^"4"' v1474- POUF; 3000 PSI CONC. (typ-) Z ' • I APWA SECTION 308, WORK ON EXISTING SEWERS AND STRUCTURES. , Z--. ,po6�'� '"' "�:"�' •-_-_-ice 12" COMPACTED 3/4" MINUS o s ;, , ° •. ! . - GRAVEL OR CRUSHED El a , . ° ROCK (typ ) col ` " • ,. .' . °:: •�:. I 9 ALL PIPING SHALL HAVE MINIMUM 30" COVER TO FINISH GRADE. PACIFIC STANDARD MANHOLE DETAIL STANDARD CLEAN-OUT DETAIL PIPE BASE MATERIAL NOTES CORPORATE STORM DRAIN PIPE SHALL BE CONCRETE PIPE CONFORMING TO ASTM C14, LATEST CENTER N.T.S N.T.S BACKFILL It STREET AREAS 10. EDITION, WITH RUBBER RING JOINTS; OR DUCTILE 1RON PIPE, CLASS 51 , AS SHOWN I. IF S/W IS AGAIN„ CURB, FILL ROCK TO BACK OF S/W. ON PLAN. 21F S/W IS NOT AGAINST CURB, FILL ROCK 2' BACK S.W. 72 ND •AVE FROM CURB 11 . SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D3034-78; OR TIGARD, OREGON DUCTILE IRON PIPE, CLASS 51 , AS SHOWN ON PLAN. I , MANHOLE NOTES E BEDDING AND BACKFILL DETAIL N.T.S. 12. CATCH BASINS SHALL BE TRAPPED, STEEL, AND SHALL CONFORM TO THE OREGON STATE PLUMBING SPECIALTY LODE. 13. MANHOLES SHALL BE PRECAST CONCRETE, 48" DIAMETER, CONFORMING TO ASTM C- � , 478. • SLOPE SHELF 1,12 I . BOTTOM PRECAST CONCRETE RING SHALL BE SET I/2"0 RODS 6" O C HEAVY DUTY TRAFFIC �� ��� ALL AROUND INTO BASE AND LEVELED AS CONCRETE TAKES (4 SIDES) GRATE, LYNCH 28"x 28 14. PIPE BACKFILL SHALL BE CLASS A, NATIVE OR COMMON f14TERIAL, IN LANDSCAPED ....i-A ITS INITIAL SET. MORTAR JOINT TO INSURE BOND. AREAS; OR CLASS B, GRANULAR MATERIAL, IN PAVED AREAS. A C PAVING SLOPE i vii •-= ti�- -- -- 2. SET MANHOLE FRAME IN 1/2" MORTAR. = 15. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE CLASS B, RANULAR MATERIAL. 1 Alf:::: __ 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS '. .•••• =. Ay • • ' 3000 PSI CONC. F 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL CALKED JOINT •1 " ' FACE _ UP GRADE. C.J '� ALL STORM MANHOLES MAY HAVE RINGS ANDCONCRETE Z o Z PIPE c 1 II CONE SET IN I/2" MORTAR ; JOINTS SHALL BE 45° `D , i MORTARED INSIDE AND OUT AND COATED WITH 45° - o AN APPROVED CURING COMPOUND. I.E. 2'- 0" •' Ni STANDARD MANHOLE PLAN SQ N.T.S. t I/4 STEEL PLATE f! I , COATED-LYNCH 1 OR APPROVED EQUAL architects I. a pc I CATCH BASIN DETAIL , . N S 123,4w SECOND AVEr,.A ''OH T ANO,OREGON 972(y .1-40 IF 5r1 729 c+444 I kpff CONSULTING EN( IMILIE I$ 421 M.M. STN. $v ITE /I I PORTLAND. ORFJON 97100 E°47 1 .. / • '4RTLG P. STORM DRAIN & SANITARY SEWER NOTES 81 DETAILS I'ITOJEL t NO 151 1 g(o SHEET PERM I T NOF.:. 891988 S, E391 989 C- 2 IMEM OF 1 4 FOR REFERENCE ONLY' o F IIIIIMINNIMOigiiii. .., ........._...� ,.._..w, 414111111)11111111111111111111111111111111111111111111111111111,1 111)111111,111111111,14; Ill 1111111111111111111111111911111111IIII,11111/11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIII .7 2 3 4 5 8 7 8 9 10.1 1 I = NOTE: IF THIS MICROFILMED ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TU THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 S2 ►2 Eft 212 12 02 6t 91 CI 91 SI iI El 21 '1 II 01 6 .1 9 1 9 Sh����IP E Z 1 a ' . 2 4111 1)(1• 1.11111111111111IIIIIII111111INNII NIHNINHINNINNI11111milsmilmlw1I►NI1111I11111111111�11�111111111611111111111111111111111111111111111111NI1�N111111111111111UIIIIu11111I111111111111111U1I111611111111111111111111111111111W11411111111111611U11I11U11 1..... .._ APRIL 11 1991 4 IIIMI — . PROJECT MGR. ._____,,,_ -----) / � 0 CHECKED -. — _ — . l DR:I. \ DATE (6)EQ. SP_ • --- - __ #---- It -- -------- - -- -- - -- - a 90' ' 5P (l) 3'_ * (13) EQUAL•PC�O! ' (13)f_QA �i - -- --- - ,� ` 5)_EQr. y , • �'511NC I 1 REVISIONS lli 1 c\‘\ //' --I -I Ill 1111 tit 71111ir \ \ lia ---- efi n t---A,.. 1 _ ____ iii Zlijir _ifille___ , , 'LH _ ,_____-J . _ . . - - . - . AIIIMIIMIIIIMISIMMINNIMMINIMI. . -- - . - . . - • . • - \\\\\ . ll' �" 1 mil: 44 to • 1 . -- 401 - . - - . - - , • - . - - . - • • • • • _ • W . . i , . i\ \ —0 .. _ . I (01---4- - i! s •1 C.:- 0 \ PACTRUST 9 ..--- \ , r- ., �3UI �D (hl� 232 C , ) . , \\\\ 1 II- \ " 45,,,0 SQ. FT. . \ \. \ PACIFIC 1 • • - . - • , _ - _ • I I •A n C \ CORPORATE c� ' \ CENTER -rs\i--T \ cl--- d . --j I 1 "-LARD, OPEGON ,e t I 4"Hv (------. tt \ \ I * I J -,/ - 1.1, 111TH �6` 1 ...i 1 IIII LINLI,1 1310' (6) EQ. SPACES - _ 3) EQrSP.6 I/2)6P. (3) EQ.6P.• (b) EQ,SPACES (1) EQ. SPACES - \� 1 HSC. • 9�' 'e 41 ,I�• W, .M • S-0' ,I� •9O, ,�--- • 9b'- ,� - ----45 , - -- -t 4-- ---41 „itt — 1_ 4_1:P10.144 SPACES_ rl (5) EQ SPACES X160' (10) •E 8 Sb ACES _ 1 I iLi �' I \ INDEXO� D'RAa11NCsS_ I I I4_ti TRANSFORMER I I (I ' (co_ / ' I - i SHEET NO. 5w, MEET TITLE d---ii--------1- ��-_ _ 6� Cl SITE UTILITI E3 PLAN - — a0 ' I �I C2 SITE DETAILS W I • I 4.. �I I / I (•) C3 SITE GRADING PLAN ^ I I I I I \ \-, `// _�-_- Al SITE PLAN i.4. (1) EQUAL SPACES 'r— -- (5) EQ. SPACES 160' `• (10) EQ. SPACES \ ----� ��; _ - -4 �I +� -�a*� -�`-----�` TRASH ENCLOSURES �-- -. ____ • �-6T � 240' 40 A2 BUILDING 232 FLOOR PLAN c Ai `� , A3 BUILDING 231 FLOOR PLAN (B) — .� EQ. SPACES n' 3) EQ.SP. 2�P. EQ.SP. (b) EQ. SPACES '-fa' / A4 BUILDING 232 ELEVATIONS (A) • Izirr'- - -9�,---- 9� • 5�' 9�'�` --- 9� � {' j [7 1 AS BUILDING231 ELEVATIONS (3) I I 'I� T'I` if?) T e--r, i n n AbWALLSECTIONS / DE ,AILS I I /� (•) Al DETAILS 1 J I '1_ 1_ - _ _ _ �— 91 GENERAL NOTES - STRUCTURAL Mira! r - r (f_. _ > 1 52 BUILDING 232 FOUNDATION PLAN (A - 53 BUILDING 231 FOUND/FL. FRAMING PLAN (d architects pc l 0 � __ 54 BUILDING 232 ROOF FRAMING PLAN (A1 Wi--( I — 55 BUILDING 231 ROOF FRAMING PLAN (B d - ---i ��_ _ ------ \\\ \ S6 DETAILS - CONCRETE I W -" PI • % I- �) - (•) 55 DETAILS - STEEL 123 NW SECOND AVENUE I I I `— - d W�� (.) T PANEL VATIONS • W 5a PRECAS P E ELE PORTLAND, OREGON 97209 . __ J _ _ �. � _ �► ► � i _. � 1 1 _ _ :_ _ .___ ^ -- I PHONE: 503-228-6444 I (•) DRAWINGS NOT INCLUDED IN FOUNDATION ' ' 1 n- L,AADI�OOCItFm‘11"1"(L' a `� I —__ PERMIT SET _ - - - - - I 71 . \ , �I (___ ;i gITE_G,IA: 1.1�� AC. • BUILD 11\;1-, 231 ( 3') ' 3.38,18b 5Q. FT.) W I I BUILDING AREA: ' BUILDING A: 48,980 50. FT. 00 GROUND FLOOR 4898 SQ. Ft: - 1 SECOND LE VEL BUILDINT d: 60,310 SQ. FT. 120' 16.0' 24.0' 1125' SECOND FLOOR. !1,390 SQ FT_ II .- �� 1 / 1093bO SQ. F'. - 1 �I 4 I I 0 : TOTAL_ 60310 50. FT. : �I I1 �-_ --- 1QIAL_>1TPRINT: 91,960 SQ. FT. .........] , . -- 1 _ _ r �_ i i _LOT COVERAt •. 28.9% I 1 " - - - I I I- f I LANDSCAPE AREA: 01,940 SOFT. I 1 W1 ---- I i -1--Li . . __ . . _ _ . _ . I ----- ` _PARKING: 339 SPACES Q FULL 512E: 5O' 230 SPACES --- LI - -- _- COMPACT: 5'S' 36 SPACE. _ 8Ud-COMPACT: e o' 68 SPACE°, dl I _ - w wi HANDICAP: 5 SPACES -- WI ----------- 11 ` - - ^ I -__ DIDYOLE: 1�. SPACES _ 1 i'"• I QI (REQUIRED) 312 SP.:.GES - -- 4-- AI t 1- _.-----_ SITE PLAN _ I -- - - -'+` -T - - T T- - j NOTE: PROVIDE 10 BICYCLE PARKING l �I 1 \� 1 1 ( _ / SPACES AT LOADING DOCKS.- -- I �-/ r" `,,� Ij...___ ( I i ( `%/ \� I ( I `1� L' ' ExACT OF BICYCLE- T �' __J / SPACES TO BE DE ERM NED A -- -4 _._ kiwi (13) EQUA �PACESi- - _ __ -_ _ __-(13) EQUALSPACES_ 4 E Q 1 -. ,/ T IME O'- TENANT MODIFICATION. • 2) EQ. ' --- -(6)_EQ. 6P.!- i 400' (TYP.), n} (23) EQUAL SPACES �� 2) EQ. • �� � 1 ,r • 90 srWi _Zi-- I 111: i 1 1 1- / el \ IIli _i_ 11111L1111Lilit IJ + L0--V\,' tea' LAmmiguilsPROJEHENOT.� _ J g POE MOUNTED LIGHT ',3©' \ 1891.16 . . ...1 PF.: ,.1.1 J:..!'.,, 891980 .... . ........... .. .. . ......I1 9 ` ` \ . _ 7 Or 1 4 �" � . � FOR REFERENCE ONLY wom 111111111111111111111111111111111111111111111110111111. .4e40‘so :. .. ,_ �wr11,.,,,�,,4,•.... ...s�.� +.r.*_. + rw.....r..wwr.q.,. �iMMM'IM�IL..—._. __ ,r ,+ .a a �JIII . �!►- {l . _ ._ .. I I I I I . . - _, 1 1 1 ( l l l l l l l l l l l l l � l l l l l l l l l l l l l l l l 1 1 111 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 111 1 1 1 1 1 1 1 1 1 1 111 111 11---4066.--44...... �� • 41 Ri11p111I1111111 � 1j11111T111111 � IIvnlll fIIIIII1 , 11111111111 � 1 � � � 111 II 1111 111 II II I II . 1 2 3 4 5 • ) • • ATE; I F THIS N ICIIDF I LMED DRAWING IS LESS CLEAR THAN THIS ROIL(*, IT IS DIM TOI •, DI SM.ITY of THE ORIGINAL . 2 teti )(6• OIIMI IG• .114 Si •I L= III $1. 5t i'2 22 12 02 131 RI- I I 91 S I 1.1 C I 21 I I 01 • • Ili E t t I ulimiti•olnitluulnlll►n111111I11liI1111I111Ilitili 1111111I111111111I1111I111111IIIINIIIn11111111111I11111I111111111 L. APRIL 111 1991 . ' ' PROJECT MCR. SS JOB CAPTAIN INSB CHECKED SS DRAWN WSB 4 8 9 10 0 le 14 ®it A © © 0DATE 9 18--89 31 -O' 12'-i' 12'-i' 12'•`' - 1 12 DAYS • 26 -0' 300'-0' - — - -- - -- 12'-i' 12'-6' I?'-i' - I I I i RF- 1SIONS I 1 • , 0 ,. ik 4. -� ..--.- -� _- - - -- - - - - 1 -_ - - • - _ - - - -- - - _ - - _- ... PACTRUST izs I 1 C-) II1. • PACIFIC B _ • - F"--17f\-lri: - i CORPORATE CENTER iiiI � S.W. PACIFIC , n Ir . . 1 PARKWAY TIGARD, OREGON C SOr 11 • • , . . - • - . - 1/ — \11111 i I I I . /, i i i i i I' 1 \ ' I to N i 1 t3UILDING 232 (A) 9 ,• \ I FF. ELEV. 110 i 1 I I I. 1 +!1 ` , I 11 Imo' rla- \1 Alr - • • li : •, • - e ELEC. R.M. \ I\,r -11:e -{ ♦ - -— - _ ISErala crchltects pc 0 >i I 1 0 ♦ _ — k+ \t s+ 123 NW SECOND AVENUE 1 I r P DRTLAND, OREGON 97209 -' PHONE: 503-228-6444 El 1 _ _ _ _ L O . ♦ - -- — _ - I Z -1 L . . 1 1 A6 46 YF' YP 0 BUft ,;aNG A O"% 42 1/169= 1'-0. 1 '; BUILDING 232 _0) FLOOR 32 _0FLOOR PLAN - — i PROJECT N0. 189156 SHEET A2 l - FOR REFERENCE ONLY I . . 1 111,1 I►,11111,9I111,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllf!IIIIIIItlllllllllllltl II/ IIIIIIIil111111111111111,111,1�1,!IIIIIIIIIIIII�III�I1I,Irlllll II111, I111I1I'I1IIIIIFIIII lsh_ I 2 3 4 5 6 7 • 9 ir0 _ II t NOTE : I F THIS M ICROF I LME D 6............-..-'--- DRAWING IS LESS CLEAR THAN • THIS NOTICE, II IS DUE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 6Z 917. al 9Z SZ tZ EZ ZZ tZ OZ 1 61 91 LI 91 SI `I EI ZI II 01 6 • L 9 SSE-- Z 1 . .I • +UIIIIIIUIIIIIIIIm11u koielnulm$1111111111111N11U11nnl1+uI111+ILANII111uIIn111111111111111111N1I1111111111111111111111111111111111111U 10018111111111111111uI1nllunlnnllu1lu1111u1I1111I1111111111111111111I1111I1111I1W11 111I11111111111111WII11111111 • • ItAPM11JL . 1 991 PACIFIC PARKWAY 15055 , 15115 2 OF 4 PACIFIC CORPORATE CTR. -BLDGS 231 & 232 891988 , 891989 i l PP(JEC m_ rPPP.P.--- ® 4 6 9 10 14 OH CAPTAINwS0 ----.0—... 0 0 (ED16 0 t-- - — - - . -- - --- -- -. ----_ - - - 31- -m' CHECKED S 12 54Y-15-115-2-15 -D • - m ,, ,}b. L -- -- - - - - - __ _ - - _ 12 -11 1? -11 1? -b DRAWN WSB . . A • --- - -- , �,_ - - - = _ I OAT` 9-1 89 I 1 7 ,I ire I. S' ______ i ' I M 1 KE',1SIUNS r ' -1...r p 103 ___ lit ,46 !I .. 8 '-----ELEC. RI. • I 011- -- i, _ • _ I 1 I 1 0 ' Hirt____ �� BUILDING: 231 (8) I PACTRUST I ' FIN. FLF4. 165 I ; eli — - , - - - -- - - • a 1 ., PACIFIC ' 1 CORPORATE 1 I Ii CENTER I i I 1 © ♦ - . • 1•,m- • - - - . _ „ill S.W. PACIFIC ,i PARKWAY a TIGARD, OREGON 4 al il , 9 os 5! p 0 Nit IL :-31; 1 - • . • . • _\piLir- - Al I I a riu-7-8 ., , , i, ,, ,, , , ,, , i ,1 , il, ' 'I . i[ . . _ _ _ _ _ _ • . __ _ . . • ._ • _ • ___ __ .._ .. _ _ _ _._ . . _. . _ _ _ _ A\ Ali _ ae • ' • Itio 16 (10 YP HRS7 1E4*R PL AN RUILDONC 0 YPIiL-- e,' - 1 vomnmimmimmmmw 7 , f I�'It _ nSErilli ♦ 0 architects pc I 1 . b - _.? - — ♦ B 123 NW SECOND AVENUE PORTLAND, OREGON 97209 PHONE: 503-228-6444 I . .1 1 A ib I 0 1 , , . I,, i , , . , i, 2ND FLOOR I -J----, _ _ FIN. FLR. ELEV. = 181.5' 1 ID Ow ROOF i I b lir/ 1 �I ill I, 0 BUILDING 231 (8) I FLOOR PLAN 11/ 1 , h ilt ll — - — - — - r ; ' . n PROJECT NO. 189156 I _ SHEET SECOND FLOOR PLAN BUOLDONG ' ;;[ - ` A3• ___ 1/16'= 1'-0' �� 3 Tar _ A� FOR REFERENCE ONLY •••Vr �lIlII �1II1II11111�1I1I1I1� II1Ill1llI1l1lIlIlIlIl►lItIlIlnI111 �1111I1tI1I11I1II1I1II1IiiiiiiI1I11111I1111IIII • MUTE: If THIS MICROFILMED 2 3 4 5 6 T • • (G 11 DRAMING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO 114 QUALITY or THE ORIGINAL _ - -DRAING, .$oIIIIIIdIIIII•ItIINZt11• 11I �zN1Nf1EZI111z1IzI1I111I1It1111IOIZ11UI11161IfIII{IIBIIIIIIIIIIIIIIIIIII9JI1IIILISIIIIIIlIt*1I1111IIIIEIIIIIIIIIUZI11IlIllIIIIIIIIoIfIIIIIII=dIIIIIII0 I I I II(I [ III II9I IIIIIIS YJIIII{IJ1IIUt III 1 APRIL 1 1 1991 - • pamimmmammmmmviammimmNmmmmmmimmmmnmam.Nmmmimmmmimmmmmnraimmmmomr imminimmummiminimmimmimmomm. PROJECT MGR, -- SS JOB CAPTAIN WSB CHECKED as DRAWN WSB DATE 9-18-89 0 0 • 0 co 0 0 ® ® ® G 0 F, 0S.ON 4 A6 AL lb YP ,qb I Ab \ LOAD I N( DOCK \yp `\--- LOADING DOCK - Ill r-- i ./ t `_ a7 ''Y L____ P ! r a t �--�-- _ - - - fi-r%mss - r�•r-- - - -:70,-:.-7, 'L" _?. vfY.. Y-f .!. — _- "_,_-. as.y. �., i i - - •'"_. -,. . ' .- .a." •,2 4 �. - i' - f. t �. i _ .X% .s y.,R.i16; n • • ♦ _ 'yam - r� a .- J _ .1 'a: 7 —_baa[-aJLiY.t.✓—�li•f__. r - ..: � _ - T * 1111111 =MI MIMI 1 E111 m ' ■■■ i z.4 .2.nom IN - ,, 4 _Imi ,1 ' L_ _ , (_ _T - -7_ .. _- . - - •- - II,' - - , - ; - - -.—� . • - PACTRUST r- :301111)----11 ELEVA10 PACIFIC CORPORATE 0 16 'j ) ® 10 8 0 4111:11 ® 0 CENTER S.W. PACIFIC ALUM WINDOW SYSTEM ' PARKWAY AK 46 LOADING DOC SCK VENEER © TIGARD, OREGON 9I YP T7 F'.)i.. \ .74 leg L' • „t• X -.:,,i, i,":-":1'.'1-44, o •y •qS--6�-`��I �.G f 1 i \{ — • , --S..a - OWIIILIT _ J !fi 1'./2,. _- 't,•-------i1;2. �.- - f� . ip- y� ' - 4W..** •r r �;. t��,,,�/..- ..,.,. ; ..i, .t 51•144t j--� - ;' ie..ie. --_' .ir. fr.Y•- t .� - :4t. :16-it .- i i d. _ - r._a. .rte T.. .•.�,'.:rly �* _'Y a ,. -'' - r- _. :M. fyrr -.M1. .i�Rf ..,9i -,WA*Ay ,�'� - •J\. .r- _ t. a: .�t�Y. r .�' ., ', � - .$. .st i 4. . 0 ' MINIM 1=111111 111111111111111"--: i NMI' . r • _ . _ _ ., _ . ,_ ,.. _, ..... . . . i e :t, Allill 111 - 1 = 1E111 . 1 . NM I 14 MEIN 1:1111111111114 - © NOoA'H ELEVA OOH. Mr 1/16' = 1'-0' 4110 • e co 410 4 ® ® 0 ® ® 0 0 0 0 0 I i I 1 i I I Lossir:i s �c . 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II — 0 min - . -,. . -'IIIMIIM - — ` LS ErilirM - a t , i . 1 = in , — . _.____ __ ___ _ Yom' ;F -� W � , �lAc;�OO EAST E EVA�r o oO\ • 1/16' - 11-0' , '6' : -p' I 1 • BUILDING A ELEVATIONS 1 I PROJECT NO. 189156 , SHEET 1 ,EPM I T NOS. 691988 .t, 891989 A4 FOR REFERENCE ONLY '%4.ii;3 .i.'01kr%, ,.1'IN 40i. ,r4.4r 464.0,MYw• r. ,ji'jtmad,,,14r"”: ,... r.H y=1 41."44110071 , 1"_'• 0. r .r�t'r ..„w- _. _ -..--•-,--"'--•�^,- -....-.......w„-. ..-.-,.... 41 hlILII►I1I1I1I1i1I1I1Ii11I111I1�1I11�I111I1I1III1I1III1 I111i111IiI1l11'111t,II'r1111IIi1S11111 IIII1IIiIIIIiiIIIIIIIIIIIIII,III,IIIIIIIIII'1W1'III,I' �1'III' I'I111I'I'III'I'I' I,I111 .. . 24 x "-.__ 1 -__ 2 3 4 5 d 7 6 9 Il0 I I t NOTE : 1F THIS MILEAP THAN I I DRAM IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO NE QUALITY OF THE ORIGINAL DRAM ING♦ OC 82 92 [2 92 SZ 12 EZ ZZ 12 OZ d1 91 LI 91 SI Irl EI ZI II 01 d 9 i 9 S �../��-P E— 2 - I • illnn1un11ulluu1n111mtIMIII1111111111111111111111uu1uu11minul«n1nu11u1I1111I11111111111111t1N111111I1H1111111111Jlimh11111111tM1111111I111111111l11 ilmi11111l1111l1111l111111U1lIW1111dmilimlm1I11111111111Wlt U1111111111i11U111►11111 ihiLli 1.011 APRIL 1 1 1991 1 , II PROJECT M3R. . _ SS J08 CAPTAIN WSB CHECKED DRAWN WSB DATE 9-18-89 a) ., ill) © e 411 0 0 110 ® 0 REVISIONS 46iNMa Y r• i at_ s s� ',, .. , r, ;{‘,..:14.- .1 .. 4. p� {. . .A 7.' ,, +d. 1' A •--_- f ry .4 ... -�,; - _ , LOAD LNG DOCK �6 I A6 00 ■■ in MI .tip \ 1 F LOADING DOCK IM • . - ••' 7.s'�bti"� ti :r • •t _ c ' _ :7 Y fit, Willm/ y-,4- -,...--• � ice. ssCIN rw 'A.: - fi.. Lr - � -Y,, 44... ;II- }dAft �M ! .. i,c '!VV "' .^ - XV*• _ + .4 1-1114W- . IIMI 4..7' .-. IMMINE111 :?I i F______ ......... _ _ - v 1111•11•1111 MIN=I 0 Ill a-' ....... l I 111111111111 III A . ME am= i Ns :7 . I I 111111111•111 —NM Ei Firl F R �� I •� T' _/!9 i1= — -- /1 - --�� +�- t _ -- "1 _ J - - - -� . 7. - _-1- L - - - -.- . PACTRUST AK NORTH E L VAT DO; wir 1/16' : 11-0' PACIFIC \--- - ALUM WINDOWSYST CORPORATE 0 0 ® 0 8 ® ® 0 4111) 16 CENTER I i S.W. PACIFIC Ailk PI RKWAY r0 I I \--- LOADING DOCK; \ - BRICK VENEER 4 • TIGARD, OREGON r� I 0 1 .YP I \ (TYP.) Q5 ' Ill II 1111111 - sfa• • t ♦ : -,-..4:. f.:',7,75-t7',":17-At.,„"-'. a^ ; •� ': r = 2.. - 4 ' _.. 141 .: _ _ 1 . 4. �• t**...,Va°4- ^ s V te} A. 71r- • . _ • "q Nr— r . Milli .- , . •, ............. 44 t •fik. : -k- 110111 I 111911•11 - II_a7 - - 1 - _ - - _ - - - C1- - - - - - - - - . - - - -. ._ - - - - - - - - - - + - - r _ S oOU,„H E L E MA,TIION 40 1/16 = -0 - --- L INE OF P. SRAPE T BE YOD - GUTTER A ® B 411 • • • Ill B \ 41)� i i I I ANEPPI L r _1 \ \ l - 1 .:---....:40 7,4'.i.,.r.6.,.;'" SIMIrdill archltoct! pc �_..'" , ,r� �, 0 •il% I � � � I I 1 I 1 I I ��� _ T" . :-'. _.� ♦ .. } y+ � -..• f i¢ i•@ a-.`?. - �, `- - I.: r. -. _ _ _ v L. • •- -`- - E. 'OTC, 9 (s . . y... _ _ r',•_ ,,-'s yA, s €� .�-e ', .f; 1'..n. # ,j`_' s `'s .i. `f }� N� FIN __ — } , .fit._ • .:�.. .".• IA. 44 _ . �` • �» _. ,"" *� -1 ;4,4 -% ?'L'�- 123 NW SECOND AVENUE _` Ill �`"` LOADING ' PORTLAND, OREGON 97209 1.111 . -" — +• , 0 DOCKIII PHONE: 503-226-6 44 - --_-- -- -_--_- FIN.FLA T _ T - - , - -T - - - - — 1 i" - - _ • - - - • , - - ' - — a o I/16' = 1'-0' IMF 1/16' = 1'-0' 411L 5° 0 ® -- - SPANDREL GLAZING C B A.5 411 , , 1 I , , . ... . _ . .....„.......... ... _ . _ . 1 .. 1. - -.. ., ,,..3 ,,... ,,..... te + - pa. .4 - +Ma .Sr ;P4 47- Y t + : —r _ ' s ^ _.': v. � ; .-F , sa te+ i, II II . 341111 , f V,- w v :4- - x 2 ..: : ''-.,*1.- ,_ s.. ' g'' : al limp. BUILDING 8 . 1111 imme mii ELEVATIONS 1- EAST F--:L L-vAgnoON PROJECT NO. 189156 40 1116' z l'-0' SHEET LI ; l i 1 N . t 71.988 P, 891989 A5 FOR REFERENCE ONLY • I I 1 IIII'I/I111I111I111I111I111I111 1111111IIIIIIIII111IIIII1111111IIIIIIf111I1I1111F1111111111I1""" 7 11111111111111111lIIIII119 111111111I1l1I1III1t111I1111111)1IIIIIIIIIII1,111I'Illt1111 r ,�, —_ . • t 2 3 4 15 Irid1l'I' 7 6 9 10 11 t NOTE: IF THIS IA ICROF 11_MED ----- — I DRIP( I ) LESS CLEAR THAN THIS NOT!CE. IT IS 0(11 TO 11f QUALITY OF THE ORIGINAL _ • DRAMING• OE 62 92 1? i2 S2 ►2 El 21? 12 02 81 Si LI 91 SI `1 EI 21 '` 11 01 6 9 [ 9 SI--yI 0 E 2 I , MIIIIIIIIIIIIIIIIIIIIIIIIIII1111IIIt1It111I1111II111I1Nf♦11'II1111IIIIII7INI11111/111I1111I111111111I11011111II111I11+tI1111I1111I11111,11)I1111IIIIII1111IN111011IIl11II11IIIlUI111.4111111IIIIIIIIII111IlUII111III111I1111I1111I1111I1111I1111I1W1N.11UI1IIlIIIIIIJI ,11MI) 2 itta X APRIL 11.1 991 1 _. gAli . gam ._ a.Mr4111.l. - —.41111""--- — alsimilNilleslifirimillaanlism.Ir..a..■..miss.. r0► -illiir MGR. S5 JO8 CAPTAIN WSB CHECKED __ DRAWN WSB . DATE 7- -89 ro1r�iPaNEL izigl REVISION') .. 1.e P Ir. rs o -- - V X.--3 e r. C 1 h PA0TRuST EXPOSE FACE OF CONC. PANEL AT i �,;, I WINDOW HEAD AND PAINT PACIFIC - CORPORATE f' � CENTER DOr/f�.aNEL S.W. PACIFIC PARKWAY P.T. TOP PLATE TIGARD, OREGON FLASHING CANT STRIP CONCRETE FLOOR SLAB / ::: : FOVER COMPOSITE METAL / FLOOR STRUCTURE i / TOP/PANEL - TOP/PANEL el— ////// ll 6 IN 4 I♦ W . ! ROOFNSUL. R19 •IN `x. : . •`X. / I WI PERFORATED ' • • ' o . , L •;=._ VAPOR BARRIER �Cl �15_ 1 2ND FIN. FLR • c,j _ ----" BATT INSULATION i + . o �/ -- — — — — -- —� f ( )o AT WALL R-I I .fl ill i ° Io 711 �-• k-.) • • • TILT-UP CONC WALL •• - PANELa 4, woo 6 • misiromar--.1 o• ill ti -- --- ~ architects pc •_ � BRICK VENEER OVER • - �p• -- I' AIR SPACE WITH • �c` - ; a` `` 15• BU LDING PAPER I • • _ ,., ' ^-- . 0. ` BO,/PANEL . • BOT ANEL • . ' =� - ^� `� 123 NW SECOND A VENUE � �— METAL STUD SOFFIT ♦ d' PORTLAND, OREGON 97209 1 , ALUM. WINDOW SYSTEM r I PHONE: 503-228-6444 I , ,: ','' (CONTINUE 'ART. - 1' AND SIGNAGE BAND , •r T 1 / �� COLUMN SET 1/2 / r...,'" � MULLIONS TO PANEL � 1 ,�.'� � � BEHIND WINDOW SYSTEM e W/ SLOTTED HOLE .11' "' DEFLECTION CONN. '^ �' DESIGNED BY WINDOW `J SYSTEM MANUF.) ,�� ALUM. ENTRY a - r ivii _'"' 1 SYSTEM • i 1 1- � I .4 I,-41 E/ ERION GYP. BD. Z,_B. 1 I`—1 i! I, 4' it 1I-41 SIGNAGE BAND it ' t I 1 lil I 6 9 __,---- DOOR 4 II A // OPTIONAL BRICK VENEER AT SILL PANEL A �- / ,....- --- - TILT UP CONC. SILL j 4'GONG. SIDEWALK -_ r WALL SECTIONS I V PAI .EL i ?URN DOWN SLAB TURN-DOWL.� N SB I AND DETAILS III I I er EDGE 1 I . 7-+- CONTINUOUS FOOTING I , 1 I T i 4.64L7 i I FIN oae I RIDER SILL PANEL ORIN ooIt .� ` * i } • • Lawr r • ° PROJECT NO. 189156 1 NW .. SHEET ' A", L S irtecr,.___,D� \,/ WA. _ _ L ,k \IWA1_,L 1 (� A6 )4b la' . II-0' 2 FOR REFERENCE ONLY OF iii0P111111111111.1111111111MINMINI -..... - . ......__......._......... ....... �. • � .-•rte•-�r..-...�.�r�• APiA'i........ - i 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .war . 411 (11111111111III11111111111111111I11ro1' 11r1111111I111111111111111J1111111111 ( 111III111111111IIf 5T NOTE: I1 THIS MICROFILED r - I 2 3 5 6 7 e 9 IJ'O -- I I DRAM IND IS LESS CLEAR THAN THIS NOT I I&. I T I S DUE TO TIE QUALITY OF THE °RV''NALDRAt11 i1t OE 67. 92 LZ 9ff2 S2 12 EZ Z2 12 02 61 91 LI 91- $1 •• •-P1 EI 21 II 01 6....1 9 L 9 S I► E 2 I ' 410 X },IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUI1111111111NIIIIIIIIIIIINIhIIIIIIIfIM11111111111111111111til11•IlllulllllllllIIIMI1111IRiiiiinllulln 'wN111111111►IIhn1111u1111,n111110011110011Hillifl11111111111111111111111111111w llli,11111111 1111uull111111l'• „ mg to.f,....,„„.„,,,,,,,„,„,,, --:,„.--„,„„.,,,,„„.....„,.. APRIL 111991 I, . PACIFIC PARKWAY 15055 , 15115 3 OF 4 PACIFIC CORPORATE CTR . -BLDGS 231 & 232 891988 , 891989 b -S e +mss PROJECT M( It pti __ i')B CAPTAIN ,HECKED CAT.C/ CEN ERA STRUCTURAL NOTES H1iAwN jI.M SATE ammimismiiimh COUL REQUIREMENTS: CONFORM 10 THE UNIFORM BUILDING CODE, 1988 EDITION, CONCRETE ALL REINFORCING (UNLESS OTHERWISE NOTED) : I tEVISIONS TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING WALL THICKNESS NORIZONTA1 BAR. VERTICAL BARS LOCATION Ihh U F V rtI- CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE F' 1N U\rlON FINAL CONFIGURATION ONLY. 6" #4 @ 16" O.C. #3 @ 12" O.C. @ CL OF WALL I`�K.MIr. I .B� 8" #4 @ 12" O.C. #4 @ 16" O.C. @ CL OF WALL DESIGN LOADS: IN ADDITION 10 THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER URC : SEE DRAWINGS FOR P.C. PANEL REINFORCING ROOF 25 PSF I . E . (SNOW DRIFT AS SHOWN ON PLANS) AT OPENINGS PROVIDE A MINIMUM OF TWO ;5 BARS OVER, UNDER AND AT THE SIDES, OF THE OPENINGS. FLOORS: EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. PROVIDE ONE #5 FOk OFFICES 50 PSF L .L + %U PSE PARIITIONS SINGLE LAYER REINFORCING AND TWO 05 FOR DOUBLE LAYER REINFORCING, 4' -0" LONG, FIAGONALLY AT CORRIDORS, STAIRS 100 PSF L .E . EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND ALIOWABL.E SOIL BEARING PRESSURE 3000 PSF (PER SOILS REPORT BY *NWT LABORATORIES* BARS IN SMALL WALL SECTIONS. DATED 9-15-89) RETAINING WALLS 35 PCF (EQUIVALENT FLUID PRESSURE) STRUCTURAL STEEL : STRUCTURAL STEFI SHAH BE ASTM A36 TUBES SHALL BE ASTM A50n GRADE B (Fy j WIND 80 MPH - EXPOSURE B = 46 KSI ) . PIPES SHALL BE ASTM A501 OR ASTM A53, GRADE B. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION Pi\ TRUST EARTHQUAKE DESIGN IS BASED UPON THE FOLLOWING: OF STRUCTURAL STEEL FOR BUILDINGS" . BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THF AWS CODES FOR ARC AND GAS WELDING IN Z -- 0.20, I = 1 .0, C - 2.75, Rw - 8.0 BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX LLECTROD F AND SHALL BF 3/16 ' MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. BASE SHEAR STEEL DECK_ STEEL FLOOR DECK SHALL BE A COMPOSITE TYPE WITH RIBS Al 12" O.C. , OF THE SIZE AND GAGE SHOWN ON THE PLANS. STEEL DECK SHALL CONFORM TO ASTM A446, GRADE A. THE GALVANIZED PACIFIC BUILDING A 92 KIPS N S COATING SHALL CONFORM TO ASTM A525, G60; G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. 68 KIPS N W PHOSPHATIZED/PA:NTED DECK MAY BE USED IN LIEU OF GALVANIZED !F FIRE RATING IS UNCHANGED. CORPORATE MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS, AND CENTER ER BUILDING B !73 KIPS N-S MINIMUM PROPERTIES AS FOLLOWS: 150 KIPS E -W SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND I (IN /FT) S (IN /FT) S.W. PACIFIC:, LONSIRUCTION FOR AIL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: PARKWAY FLOOR DECK: CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT, PRECAST MEMBERS, EMBEDDED STFI 3"-20 GAGE 0.896 0.486 TIG AR D, OREGON ITEMS, STRUCTURAL STEEL INCLUDING MILL TEST REPORTS, STEEL DECK AND GLUED LAMINATED MEMBER! FLOOR DECK WELDING SHALL BE AS FOLLOWS: IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHAL 1/2" DIAMETER PUDDLE WELDS AT 12" O.C. AT TRANSVERSE AND PERIMETER SUPPORTS BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON 1/2" DIAMETER PUDDLE WELDS AT 16" O.C. AT LONGITUDINAL SUPPORTS ANY CHANGES TO THE STRUCTURAL DRAWINGS ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITE(:1 . BUTTON PUNCH OR 1 -1/2" TOP OR SIDE SEAM WELD AT 36" 0.C. AT SIDE LAP CONNECTIONS SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WIOD DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAI PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW: ARE DESIGNED BY OTHERS, SUCH AS: PRECAST PANELS, STAIRS, AND WINDOW WALL, SHALL BEAR 1H SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON, AND SHALT BE SUBMITTED TO THE ARCHITECT PRIOR T" IABRICATION. Fb(PSI ) USE GRADE (SINGLE USE) INSPECTION: SPECIAL INSPECTION, BY AN APPROVED SPECIAL INSPECTOR, SHALL BE PERFORMED FOR • SOILS COMPACTION, CONCRETE AND REINFORCING PLACEMENT, PRECAST CONCRETE PLACEMENT, STEE, 2" X 4" JOISTS • DOUGLAS FIR LARCH DENSE NO. 1 2050 FABRICATION AND ERECTION, EXPANSION ANCHOR PLACEMENT, HIGH-STRENGTH BOLTING, WELDING, AND 2" X 6" JOISTS DOUGLAS FIR-LARCH NO. 2 1250 CURTAINWALL INSTALLATION. ALL SOIL-BEARING SURFACES SHALT. BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL . JOISTS, PLANKING, BLOCKING, CONCRETE : CONCRETE WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING CODE. CONCRETE AND WALL STUDS STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS AND SHALL BE AS FOLLOWS: 2" TO 4" THICK, 5" AND WIDER DOUGLAS FIR LARCH NO. 2 1250 WALL PLATES & NAILERS 2" TO 4" THICK, 4" WIDE DOUGLAS FIR-LARCH STUD 800 f'c (PSI) USE 2" TO 4" THICK, 5" AND WIDER DOUGLAS FIR-LARCH NO. 2 1250 3000 ALL USES UNLESS NOTED • 4000 PRECAST CONCRETE KAMSJSTRINGERS DOUGLAS FIR-LARCH NO. 1 1300 BEFilli FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL ) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR TO PLACING CONCRETE. THE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL OTHER FRAMING NAILS SHALL BE COMMON NAILS AND MIX DESIGN SHALL CONFORM TO UBC SECTION 2604. SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED ON UBC TABLE ?5-Q. .'.Lr.o,SECOND AVENuE 'OR%AND OREGON 97209 A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26 9, USED IN STkICT ACCORDANCI PLYWOOD: PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT CTANDARD PS 1 '*)NE 503-228-6444 WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" . UNLESS NOTED, PANELS SHALL BE APA RAIEI► SHEATHING, AN AIR ENTRAINING AGENT, CONFORMING TO THE UBC STANDARD NO. 26-9, SHALL BE USED IN CONCRET: EXPOSURE 1 , OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL RE 5% + 1% BY VOLUME . WAFER BOARD CONFORMING TO UBC STANDARD 25-25 GRADE 2-MW MAY BE SUBSTITUTED FOR PLYWOOD PROVIDED IT HAS AN EQUAL SPAN RATING. REINIORCING STEEL :_ REINFORCING STEEL SHALL. BE IN ACCORDANCE WITH ASTM A615, INCLUDING Si , GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF) , UNLESS GLUE 11 LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH OTHERWISE NOTED. REINFORCING STEEL SHALL BE SICURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF IRON WIRE . TIMBER CONSTRUCTION AITC 117. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN k ff BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED META SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1 . REINFORCING STEEL SHALT consulting Viers BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED COMBINATION '••Q CONCRETE STRUCTURES, " ACI 315. SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS AND - ----- DEPTH SYMBOL SPECIES USF COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF 18" , EXCEPT AS NOTED. LESS THAN 16" 20F - V3 DF/DF (SIMPLE SPAN) LESS THAN 16" 20F -- V7 DF/DF (CONTINUOUS OR CANTILEVER) Al' r ' GREATER THAN 16" 24F - V4 DF/DF (';iMPLE SPAN) �'�* REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: GREATER THAN 16" 24F - V8 DF/DF (CONTINUOUS OR CANTILEVER) USE COVER GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. 4____ SLAB BARS 1" ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE . i t WALL BARS: INTERIOR FACES 3/4" %ft l. 0 EXPOSED TO EARTH OR WEATHER 1 - 1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) FOOTING BARS 3" GENERAL STRUCTURAL NOTES 1 PROJECT NO I ill C- C•0 SHEET ► I S 1 ! PERM I T FIDE. 891.988 t, 891989 11111111110 Q OF 14 /OF • P. _ 41 1,. !1IIHIIIIIIIIIII1III,IIIIIIII111 IIII II II III II II IIII11IIII1 IIIIIIIIIIIIII1IIII111IIIIIIIIIIIIIIIIIIIIIIIII,III7I.IIi111111111111IIIIIIIIIII1 .. .. + • ..r.... I 2 3 4 5 6 7 8 9 10 11 = NOTE: I F THIS MICROFILMED . i DRAWING IS LESS CLEAR THAN • THIS NOTICE, II IS DUE TO THE QUALITY OF THE ORIGINAL . 24„, x __________ DRAWING, OC 6Z 02 12 92 S2 02 EZ 22 IZ 02 61 91 LI 91 SI til CI 21 II 01 6 0 L 9 S P E 2 I I I I I b I • iNlllllllllllI 111111111I Inll►III 111111111 111111111I III1111N nIIIINIIIuInII IIII1111I 111111111I Illlllllllltlial+l 111111II11NIIII111IIillu11111111,1111I I11111IIIII1111111IIIIILIIIIIIIIIIa1111111IIlU,IIII11111111IlIlIIIII I111111I1I Illlall,lllliillUll,I,VIIIWPlU11111111111 APRIL 11.11991 ., PROJECT MGR 70.4 F ........., JOB CAPTAIN P(t/ . . . . . ® (-6,-) 0 ® 0 0 0 0 :i. 1 ... 14 410 ts 10 41) II/!11 • IIIIMNIIMININS6 CHECKED GW DRAWN rJ I,r'1 DATE % 7. ,� l' -/--' , �✓ " 2 '-0' 11-e?" 'LcJ I. • 2 '-0 sl-,0' 't - ' �, I' ./.,' 121.6 REVISIONS 1UW rvK j . I POUNIA'rION , I I I I I I r i , , ,_, , (121 ; , _ PAC T RUST . _ _ • #_i!i.S I____......___I 1 imP I *1_17 — -!!"11 - - il!' 4 0 I! t 1-- 1 ;7 _ - — ( _ PACIFIC fit O Co> i P CORPORATE ____ . . . __ F___:: 1 — --1 • • — . 1--t- I 0 CENTER L 1 A, _- - - ..._.M J 1 -- S.W. PACIFIC ",,j ‘ - ;_ I ,-- ;i ACI C } ,, pA e' 14 ¢i 7' ) i , i 1 TI 4 PARKWAY OA , 0 , -\ IIfir .� ..,\ TIGARD, OREGON I j W 0 I C� �`� , — �� 1 r;"1 r -1 r r- , , r�, r..-1 r n r -� _� "�Yv 4� r r I r � r- J l_MJ LTJ L'� LTJ �� �_� • • • - - ♦ Ei,�•.:6 - f v _ L l J LTJ L J t_ L � LTJ - \ v �h �� '� © ® C--) Q © ® (A3 \ i \� \?i �i ,'.i .% ' '' '� ' '1 ', ' c /��. X0') / I I I 1 1 • // '" I 1 i' \ . ff;) \ �/sr 'fYP ��r+r- ti • I *'' hr) ONlarLiq4;-- ; �►` G►KA1�1=. ft,i•rz-i. r O A4 ftlw.A). , 1 el i - ■� 1 r-1 - i, r, rid r�-1 - --- r --- r_. r-1 - ['1 I- i -I r _ r TP # 13 \ 0� � LJ L;J L .J � _l ;\-.) �- L.J j � I J r-\ --;.. 'pi . n j i '=r % INT1� lir - Acof ,ncj (V4. 7I ) / ���•tl`/� �� 01i0M .I CVN,Oi J (��• � ' ) 0 %�• %* 1� UAt'1It J Ifilinill t ® r _ 1 0 r - A '(-(P EXf14-10= architects pc ,-,..,q 4 PAGF: a 'r�5 (4.5)! I al cat, t--1 t., G 2 , AaO 1 'f-fl' lG—TI'S;:1 I ham' �'r'f(') P� r I t23 Wi SECOND AvENUE PO ,AND OREGON 97209 I _ .. - 1 - - _ - - — - - ��_ PI - - — RHO ‘,01•228•6444 ' E (rimin.7) _ dimmimill1111111111111 CO— \-/ •C / . ✓tom-, ____Fi. .� N ... _ < '1/4 ft) • - • -- - 1st i J .....____________.1,I ,...r) . 1,(E) ( -/7\_/-0-\ C�/7. � 7 ) (19\ ��i i,b ') / (' , I& ) icy_ 07. el ) 0 ( .r.7.e,l , c i 4 :„ iga 1 -r-o, z., Nocreg.log. o i Ll (IA.LI.o' 1 I 1 kpff con;uitfp engneers IQ r'Ei',' \ -- —/ I. 0 I P4iI:-A ' 0,F1-e"v revrIkivi -r ff; . BUILDING A FOUNDATION PLAN "� �U �'� amu` • r.' L' =. 2.( x.xx' ) I NVI CA'rFj�7 �1 .11A;"I 44 v ,r"om GI% ' 1 0 , , , - , h F�1•4WTI k16;. 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' I I I 2 I I I 3 I I I I I I I f I I I I I I I ( I I I I I I I I I I I 1111�_1�1111111111111 _ - I_ 4 5 6 7 8 • (o 11 NOTE: IF THIS MICROFILMED t►' , DRAWING IS LESS CLEAR THAN THIS NOT ILA, IT IS DUI TO TIE QUALITY OF THE ORIGINAL . 2 ___ DRAWING' OE et 9Z 12 9l SZ Irl Et 22 IZ OZ 61 91 LI 91 51 1.1 E I ZI 11 01 6 9 1 9 S I ? 1 2, �/� W I • et IX • $n1111IIIIII111IIIIIIIIItIIIIHI161IIIlII11111119911111tIIIIIIIIIItilil l ilimisitlllll►IIIuIIiii111�119119IIn1II1191i9111nII,11JIIn111u1111041M1111111uI111IuIIluI111l1uuIn1111u111I1111u1I11u1n1111IlIlIIIIIIIIIInIIlullllulll101nuluuluuUll1lllnllnlllullllu • APRIL iij I991 ,. ...—... — • I r.,......_ . PROJECT M(As 0 0 (ID 0 40 fa 0 111 ,� 411 0 0 I� 0v���� )B CAPTAIN �j-7ci -0 Ii NECKED (l;,j) IrL 'G✓ II` l' -41 /'2 • J I. V21-0� '21-2 O ,7' '' tL ', -0' LG) i� ns '4'2 i p 1 Ir 1`� •O `'� o I / . . 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PACIFIC t_ .J J 1_ I_ J 10 /a\ i A i 1 L _ _1 Pu` 5 l . . J PARKWAY ' o o ® o o rn ) o o f 0,(6m. ' ) ®N4tki )`, 1 o© I -r-rNC. O o TIGARD, OREGON Iuk.Ile J G- -1-‘-. ye/ IoGr!(•I IJU �U 1.1 l/ > _ 1✓ 41 f G GI ,‘_-.-4,=. .!; "Li.tditilki,7 1111 1 0 \N r --:‘," - — 1 S , >,..rr.-.,.,0-,._ �Q 1 1 e• �� 2� ��- by � 4ii -•-- 0 , , 0 1 /\41(/q. .1/ @)(o41- ) cr3)(4v4 ?ii) �r 1`y h1 � �� (� ,'acs' � , _ _ ig----.-.... --) - - -- ,- - - - _ - — -- --_ - - —__ A. . _ 7 . __II-11 4' .. - 40 /') --. , ., o n , 0 , 1 c. - - - - - _, ., ,q)(0ifpet ) i ,c_.. cf; 4 - -t - - Ni ik 0 1 f--"'<:..- •r-fli 4 \-- ' ' r i, f7flNGfUN�' I 3 et 1 l'.i 14 0 Ii5.S 0 41) 1..- 14,.i.... , - 7_,0) 'Ti O� �GYI?Ik1 -G S . 2 5 - ' 1,4 'bi 121.6vIl' l L'_e2. rei." .• ,/ 1 BUILDING B FOUNDATION PLAN - __ - - - - _ _ _� 0 .z: vi,p ., , , ,, ,......, , _, e i3 N� j; yy+_ /,..f -� a P\ r) architects PC .' -0 . -/ I I . IN(/IGATFi-) hf k r F( iiia 'r-{ �_� /\ fiv I - P t-- - 121%E- BHT '. ' �04� rs EU14�, . _ r• 6 \ 0 , .i wW SECOND AVENUE J1 1. 600k0 ) INIJ .% T , FI -/ATIOw C., �)1A � - - pORTtAND OREGON 972 09 Dtil I' '�/\Y �DJTIIJ(a . r • , r5+0) E- CO, 2?86444 PLAN UI M ti.1 1 c/K' 0. -rod' M. � IJG rt ri.4(14 45I.,o.� Nor •N 1 � 1VA'ur'1 (ri li =1GG. 00 ' A c:rt.1/lL Fil.. = I v y.aa' ux' r � G% A®__I----(i2 ;,,� _ II_ ,, t I . ---� i h1t.^�a-� ��aN v l(�GTIoN a� � � � <,4 ,� ii. c#\ cMP0-. 1-r mp:pk. v 0 '6 VELI- w/ /2'' G!/NGI:F-Tit% TOFPIIJG7 ? ` A /L -4v -4YII,or •- wi,4 WWF i i v — K. (2- r''. r=>,9-r;t :�, 2, EX] NO GATVS N� or /j )( 4I'Y't' V `J1LAQ `-2FAG-W LVa•N,, /\ \ I �\ -1U 1 -Q k CC.�. �1tr�I=.I, � N Ana V�, N S �' � ' � pff 61..I�(o 6 consulting "'°`""s i ,e--""i, <X IIJ VI /,4�iriPl'- , 4-, G, A-1,11 I l' \,7 - rt-- - -- F � ism,-- I 1 :__' , i 1 % - 17 1 ---0� , S 1 \ t' '' 1 I "0 ipf, if_ ';'-oljt i , i . eraiNN , \tiIQ lipTtle n , !i.;.: ...f.,i kA 4 ......4L ,.....}( SOW:.4 i E-4) -r-rP, i2l,.,AL1 i%I; AISN I oNdkor t'. ;64,1 0 1 ,n� 1 141 .4 �� .� � j] BUILDING B g� I\ /� ' �� FOUNDATION PLAN ' 1 Z ' Y`Il4 t ZZC2�%1 & BUILDING B SECOND FLOOR t, (il 1"---071.it 4 ---- - 4-J_,___,_� � J ID FRAMING PLAN I—' I — BUILDING B SECOND �J� - I 1 ______ _, e SE , O FLOOR FRAMING PLAN fi0 1 _ // 11 1) W I4 e:3 2vJ A14 ‘,41,f1491 • 'I Cr,; '1 7 I PROJECT NO '891 '(- 0— -- ; SHEET O AL ,. -r--(1 ,' [1.-/ .1\1 2,,,,,,,,,_, S3 , ,, ,,:„. ... , -61 , F 'ERMIT NOS. 891988 e, 891989 11 OF 14 : lrr ., r .... ._• .---- ,o..wr�....... .•+�..- ... -._•...,.....,,,. �.�..,�.......� .- ,i,w.w,.,� ..,, ,;.._� ..-..--"" ►.�.+..+---..-+_mow....-..__ �._.- __. auGs': 4 1,1111/ 1111111 1111tH llllllr 1!11111 1111111 1111111 1111111 11111x1 1111111 11111111111111 111'111 111'!1 111'11! 1111111 1111111 1111111 111111r 1111111 1111111 1111111 11111111t111111 fir. ~ =_ ► • ' � I I I I I I I I I I I I I 1 I I I ;J I I NOTE: I1 THIS MICROFILMED • L 2 4 5 - 8 7 8 - 10 II — DRAWING 1S LESS CLEAR THAN ' THIS NOTICE, IT IS DUE IU THF QUALITY OF THE ORIGINAL - DRAWING, OE 62 9Z 12 9Z S2 1,2 C2 22 12 0? 61 1. 91 II 91 SI 1.I CI Z1 It 01 6 .. O [ 9 SI-18• ,� ► " € 2 1 " • IsIIIIIIII1111111111111111111111t111tItI111111111I1111111N111111111teut1111►t111ttir111111111III111111111111111111n1111111i1i1It1111111111111111111111111H11111111,111111111110111111111111111111111111111UIIII1W111111II,IIIIII11I1IIMIllllllllllll911thill6011111111111111 APRIL 1 1 �, 1991 , F)k( ).it (, 1 M(,H ,1 .— )ti _APTA r, t"--1 tit L ['_.---'<1, 0 0 ID 0 0 ID , iiil 80 0 10 0 014 0e0 --- --------- ...., , „. _," , .U,., t - •/O' .,, -,. . ..2 _, �L� -p 2 .-0.' 2'2 -O 'I'7.7 r' G� -O T.02 -O' Si• -O I 'L i _ 2� -7- l‘' ,� 12-47' ,'4—lG 4,-(Q' REVISIONS • ~ / 4I V16G FriR- w�+N1;1k�IoN Pg.-K.M In: '-I & I i I 1 1 � I PACTRUST 1 -- - - - PACIFIC * CORPORATE J -- -� �� - CENTER 11) ---- Illw ;� ,�, Ow.N ts Tk\ ,s\ \ N S.W. PACIFIC ,4gt x N. '` nii4 -U PARKWAY %O u) T, �� T \q WSJ ‘i\ TIGARU, OREGON e \ - --a • - - --— ___- - --- - —- - 4,1 t - -e- ! ` Q % � , --i cil _q....-, ,,, x 3- !� — - , . 0 Ir t`s 1. T ,g1- \I �� U \� v4- U -. --0. X. t .41 -,N �\ V \;. �� - ' IN' I 0 x `i. x t r is �,d` 1`C f �` x ��rrh� tects pc -- -- - - \k 'l\. -- - 1 X Y v- : -- 4% - i •,'3 Nth SECOND AVE•,te t P0RTLAND[ - - t �� V - - --- \:\ — - - L PHONE 503288 64 OEGO49;20`. ' _.__ _ _____t_ --.-4- - a.-- 0 — --- IIHiJ1HL 2 7(4 ei 24-' o.a, kpff . 0(,,,uituQ engineers I . <)() R4DieNr. 5 GAMMI 4. Av GIt• P /dqM i BUILDING A ROOF FRAMING PLAN / � �' �swrl�'� r �� I .I 2. IIJQICAri 'P�N pllxUrloN DP .5A' PL-rwaW I . = 11_ 011 NEAT I1I IN61 Pt = ko/2a . 4 BUILDING A ROOF FRAMING PLAN I 'H( )JE( 7 No 1 PI,-1 ',„(- SHEENh PERMIT NOS. 89 1988 °< 891'19? S4 iAMMO MAWS 12 Of 1a I ' , - AM „yh OF IAP 0111411,111, 111111111111111111111111111111111111ililil11111111111 41111lllrll111111111111 , IIIIII/11,11,11 II1111111111111111111111111011 11111111/111114 11111111/11111/ /1/1/11`1111► 'I NOTE: I F tH IS M ICRDf ILK() l .. •--?-.-- 3 �-.. 4 5 t • • ro III 1 S DRAWING 1S LESS CLEAR NAN • • THIS NOTIC[, IT IS ME TO THE QUALITY OF THE ORIGINAL DRAWING. ' OC 62 92 a 92 SZ t2 CZ ZZ 1Z O2 61 91 11 91 SI i1 CI 21 11 01 I 9 t 9 11 f C Z 1 oillmilnnlinlliffilimlimimilm►II11111111liWoml1mlu►►Ian►ImilwilamImil11U1U1111HII1111111��luUlW111111I1111111111111111111110411111i11iIIIIIII11111(IIIHIINIIIIIIlIl11111111N hnilimlihilmilit11111111111 U111111161111111!,1111 ` I IL. APRIL it 1991 1 , PACIFIC PARKWAY 15055 , 15115 4 OF 4 PACIFIC CORPORATE CTR. -BLDGS 231 & 232 891988 , 891989 s PROJECT MGN 0 0 0 0 4 0 0 Cf:) C/ 0 , (a . 0 0 0 Ii2 Lf laG JOB CAPTAIN kfl s,7r U CHECKED I�l.Q ISI-iv' 12'-lv 12'-.0 � 2411'4' ?h'-o 2�'-0 2�1.O `S, -� . -O 'L�-, •U 2Z -O 'L 7 -O 251 -�I, �Gj _(� � .lJ , �� �� .��� 1 11 / / / i k 2 i / -� �, I:. '<� Z-� DRAWN .��''� i ! rt===== l - - - -fir % ` DATE °/-IGj. s . - I 1 r — -- — - -a - — - - �- - -- - - , II - - - - ,� REVISIONS �' ,1 I E7UFv rvig: \� �` - c fP0 1N VA,T104 - _� t 1l - Ir- '9-15-Vi 0 \ I 1 c l s to„ t _11 0 1`,t U tio- \, I ` �� x ./- t 7\ I I I 1 ill ,ik, , ---- , r � J _ a. , k Vh II•,__ - .. \ • ��i • ,_. , _ . __ "• 1 1 , „ qk Q .... _ &____4_____ _ , , 41,1 J \ a.a. _ _ 1�% -1--__ ; , ,--.,,, , _ ,T a. .r PACTRUST r- I I tit .TI-11�i Ari_r=/. ; 0 — V t;-a� 1 a \, PACIFIC � � I _° CORPORATE ATE ko ` +4. ,, - - _ --X - =o X 0 nN ICENTER .r4 ,� _ 1 - - — - S.W. PAC 0 PACIFIC— — —__________r_ —-,1--- . � _—s Is PARKWAY� N N �\ TIGARD, OREGON -.N J A \/ x `� \T X X I �) ��, � ,tet ,�� -------- ---- - -\- �, k'N �R 0- - - --- - -- � �illiffHI -TIJ1JHJIII - ) 61 ____. 1f \ . _ _ . ________ __ HH.H ! Ii1 %,..11h1j/ 11 t . _ _ _ . titi .1. 4 U 4.&, 0 iC.�!/1� / 14 I 0 0 0 Go z4ti '/S'-e9 0 251 12'•/r" -Gr'' It-to" BUILDING B LOWER ROOF FRAMING PLAN - / __ �� A i rler' = C- , 1 1 I .1111rill - __ -- irchltects pc \J �,. - ► - - - \ -- '.0Y SECOND AVENUE f`1 r �4'.AND OREGON 97209 -� �, '1.4n^JF Sn, 2:1P 5444 NN / \ + Y; I V i J j 4\ - -': 0U -- ,. kpff ,,a ,\ I } P — n consulting enpneers /- /\ ^ N _N ,J s/ \V Ic\ w \1' 4. % 4 ,t, \ , ,% v , i%, I _' I .i 3 (0 --t a - - -- 9 - N - - - - N, -. /\ Ammemommimmammah /\ �r3 j \\ BUILDING B ROOF /\ \I I v — v j. FRAMING PLAN A 0Q X ^� _ - �__4- BUILDING B UPPER ROOF FRAMING t' LANdi) a Il IIT - - 1 I J PROJECT NO 'I b`1 Ivo. ry 2.44 V , )r____ S5 ��.� o SHEET ‘, ... 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OE 62 92 L2 92 SZ ►Z E2 22 Ii• OZ 61 91 LI 91 SI `,1 El 21 11 01 6 9 l 9 S /-0 fl-- t I " 11!II1II1IIIIIIIIIIII1IIIIIIII1111�IIIIIIIIOhL....IIIIIIIIIIIN1111111111111NIIINI1111�3 1111111111111111114111111 .1 111111 I1IIillI1IIIIIIIIIIIIII1III111111I191"I""II111lIII1hhUlIIIlI1111�IIIIIII11�111111111�1UllUII�IIIIIIIII�lllllllltI111111111�11IMMW1111111111W1II1111�111111111lIW AFFIL 11 1991 _ . IIIMM — r-e'1%iV r' 'I/\N1IIG*I IV PROJECT MGR j1 JOB CAPTAIN eiet 11h A ./4 ,vet/ GLar Ae:1=� rl-trA, ,tiles 4-rice * ��ol q-- I. \t1,t rl ;f 6�'�`' �'``' GuE`I�v , I'LL' �1U. WSJ✓ (11'' �7r-.-1\1,11. JVI I,r YJ/ Iv(. J x I l/' hri �lri H�'iGU-f. cNE.c�.ED Guy_ ri/ � II .- �,r:.4l,�444_1 / ,ri.1 Vry e4.,") I, � 1 / (. It'' o� < VO It/F�i --- 1 -- -- - DRAWN �� I nor-., .r,. I1, 4 l' OOT IN G SCHEDULE TATE " / *-- .TP) r G' G-/,,&•,,,,1 r, �� el... - 5fr: 1 -Cyr '4 I _ _ - e 0.0^,.1\4 PviZ ,2I ,� m. MAI_ / ` , - �.. � t t r -'1.11..1-.�,1 �� V-. ,1 .E LGit\,..a L �1 €ra,) ,--• '� �i,EVISIONS dr---------1-1--- f /„.______± i _ H ': ; : ; �.I% 7r.NF.I/ P; 4 . 1 -/, ---i • f' 41-"- *-1,J jr_4!:gle rii-rAi r• t,,ti N‘,,/ ,G ; ,-; / , *' '( i I _ ' o 6TIp1J tea ; , , ' � I - � k r i rVKM - 1.- JOIN G t•I �1 I ISN JU1k1 i 1:) I '— A � T i � A I I ii 10704\10-4 ;— i , rT *I .� '� , I i l tJ'f C'f�h ) \L i 7 -r /l / 4' 1.° t••171701, �JO I N T,5 -U t r: co: 12‘..6, ' e.4 tit. YVA ! - a }�lil '' '"� % i. >, —�- I l I \' .1_1---\ ' i ( I 0 l Vim � 5L � y60116 - � � ,�' , . . � PACTRUSr iiir\I I A►.TP,4,:l N'Tt op J GF U(-AG I. r-^-7• f'I,tt-pr I G KeAki - , j 1 niF=r-r.4 GL "` `? 1-1 NJ- ,I �� "v �i v�' .7 '�, C.'11► '=/�I� J11.1'' 147 ArG f' r/ �� (� .0.E.4-1 I/ito _ (./2 tom! °5 Ne/K r . • I[h Axci=° M, 4. -ii d fit•G ' I -ei (4r'. L.,/1-4PACIFIC , (4,'),/,4•' q A te)' Fri ��iMr%V%-1ill ).y h rtoftr I CORPORA TE k=wl� l.'ri,-- I%lu, --eiMre', r`l t•Ati) OKI G cot•r U - (Je,l k r T-rPI cAL -ri f, ‘- --r-IoKi0 0 a..i-r► i 1,_-__. •-(/.;[ Wiii 1.. . CENTER 6,7i.- -- _______.. S.W. PACIFIC PARKWAY IPI TIGARD, OREGON I I Ht4 1Ce INr' Gi.G%02t,iar. 4+ X 1 -_- WINGY wA N i I , ' •5r Ate" I COLUMN BASE PLATE SCHEDULE ' ...., /At Q.:1 - - " , 0,1•1A e/ 1 I — — -- --/.\>/1 IP 7` I fi" P l iArN ------- I � '`'�I� f .s•. • ''1 r'-.' .. t G , �� 1 '' / —,— /---7-----7-7\\--r \ 7 % . • I • I w, ; � � I, �`,%/� " .C�' / ./ - N 41-.—„..-.:) ira, NI ege t � FA _ � 'fes! e � 1409 � �- x I . L ' I � ' (f)944- Go1Jr # a- # ' t v ° ,,e..4-0+ ---4 VlV architects x, , 3,�ti,'SECOND AVENUE H��+>NG 'REGON9720' �'f--p) 4C NE 503 ??8 6444 ri/ ' �-I , !' K- N�.2 •,i. �I-� 'rte' �-+I C . kl �� ��li7/ e �� NO I NCdOi. NA.,i• 'r—/F IG-tz . I'll .LTi ; -r-1 1 Gloi-t.iMri Pi-A.�� PLA-r- �G1-15p)I :, 7:xi 6 -r ey� — c ?-Mlu ,r A4.1.••/ I;L4. �ixl4 - - Gu.4itAe. -�k 117 w �l 8 P --_ b, O, kpff I 1-f td\ -.V �1fl.l V7 1 ---- MIN —p- X 1YI . QA1i- ' ' �`I/_1l/ �✓% i 44. o Z UOIN1 consulting enpMlWs / I�/ SA. C.: 12,'G 6 oarwna a.Qor ,/ P� �A�I;ti, I . IIMMINIMINI r #1,6 12'c c, OP- '.L,Al, , )OINK /-' ,i ',. -... ,�I + ��s i 0.4 ' ,:! •IWOON G�i�.l4'-t ,QUINT' _ • ` • / \\:,. ,� �� ' i • ( / 1 ir.e ' r I "n c ' PGA 1.112A1 IviIJ C'�K".t•IIJ TYPICAL CONCRETE LOe SECTIONS & DE:TAILS �r G 1 - 6>I.I�FsJ ir #(:** -r. , ter- wAu. IntNIL -0.0. IUV-FAV -1\`v'?j-ice --,t- 1 / [ , P'/6I�P-1 U. �v H -- —� /-- g1 r�,5 OF 1VAI.I., r-0-- • A-- - • � i l'L ' l i ' N' -I - PROJECT NO 101,-70 - r_`1''± uNFr:INP' GN(.:.-IL�-- it. 1'• ' it •• SHEET 01'—�'P F7 - ..11-/1 rr%� �WA w Thr' creA.I1 ‘2,41/4.1711.16 [oakS6 - - ..,r IOF F F.PM I T NOS. 09 19812 ', E391.'1f1S1 �vr��9^I / •1 4 OF 14 Wal" .. ._.--.,..T__,r.�.-...+......«......�,�-...,��, r..�Mb+..wAa •+ii".11�►w.'..�!'.r __ .. -w..-�'w...��.r. ....-�.....�...�....,._--.....-... .a....r.��. r„_ �, .. ,... 1 11111► 1111111 1111111 1111111 1111111 1111/11 1111111 1111111 1111111 1111111 1111.11 111111 IIIIIII IIIIIII 111111) IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 1111111 IIIIIII (111111111111 ' .T .__.._ 1"1/1 • • • 1 ? I I I I I I 1 f 1 ��-----i-_i�. 1 I 1 I � I I -f,���-. 3 4 5 6 7 A 910 I I I = N11E: 1 F NIS M IGROF 1 LME(• DRAMING IS LESS CLEAR THAN THIS NOTICE, It IS DOE TO +_ T}* QUALITY OF THE ORIGINAL DR1 ING. at 62 I2 ? (2 9? S2 1,2 E2 2t' 12 02 61 91 LI 91 SI rI CI` 21 11 01 6 9 / 9 S ,r M E 2 I oN1l111111111IIINLi�'IIu1�1111111f11�t11111111111l11{/IIIIIIIIu11111�11N11111Iw11111111111111111l11U11111111116111111111111111111UjI111111111111111N111111111111111111111111111111111111111111111111111II1111111111111111111111111111IIMI111111-1141111111I1111Ut1lIJ -LA APRIL iiJ1991 , .