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15115 15055 SW SEQUOIA PARKWAY BLDGS 231 & 232 EXIST. 12' SO PROJECT MGR. I-.IDI-! JOB CAPTAIN • C GT TO � CHECKED SLG C E ST. ':' D 1�IM=16W42-a IE. 16 DRAWN GGA/ DATE 9 "m-�'1 IE.• 16330 I 38 LF. - 8' CGP SD RIM.165.1 8.0ID120 -„ -- - 0 5.0IDII9 CB 5.0.0,94 I. 25' 52' IE. 162.95 O. G. RI .1 53 C .T RE VISIONS 160.12 � I .•I 0. � I .I 1 RIM.166.1 f 190 L.F. - 17 CCP bD 85 LF. - B' CC SD f"y CP SD- _,. I 5.00100 6 10 LF. - 6' GGP 8.01288 dl 1 LF. - 6' CCP SD 26' 14' 2 1/\ C .q 26' a^ 10 L . - 6' GG SD IE.= 16350 -II}- IIt� RD IE RD I RD N .165.9 I C.O.TG. C® IC I �.OD165 . ---I{- X v IE.•I 0.45 ' ' I£.•I61.IT I 71 239 C.O.TG. X 25 RIM.4 3 E.•165Z - 1. 31, LF. t 4' i: .l. S 1 5.0,015F \ll,� 'n i 5UJLDI W PACTRUST , _ - _ - 358 LF. %I. S 8.001 9 I - u; MN V SQ f � sg ILI 4' IN (N 7.159.15 14' CB CB ' CfJ.TG. G o b' WIN (-' •159.15 ' ' 7-.•1603,8 I I I 14' 18.•76033 ' ' 0107 510 �csLEl. I J . �A lz KG.�^y PACIFIC 6' OUT 158.10 RIM•162 3 IGI1912 10,03' CORPORATE 5' - l_ 23 z CENTER TI1I RD 3t 89 /9FS in 33 LF. - B' GGP b -- - I IE.•165 0 i'-1. C 3l' IP. 16500 I $.001 I RD i OSS' S ai f^c �ic�ZA:w.+�/ I [ 14 LF. - 2583' IE.•I6 ID0 /S S.W. 72 ND AVE SD TIGARD, OREGON 10 LF - 6' CGP SD 0 g083� 2583' CITY OF TK D 7GB . - 0�� Approved............................................................. 3.40 Q N Cond5lonelly Approved ..........................................For I 1 RIM•166.3 m L - PERMIT NOthe work as described N: U v I E.•160ID0 U Sea letter to:Fol!ow................................................! j: Attach................................................ _ II' Job Address: u` „ 42' , 9 6'x8' REDUCER_ wm0, © g Date: �c�c �/IE.•1�5934 ui ri J B. 6 90 C ..1 1.4 m iM .6 B P.M. C. r I NSPORM9ER U _ IM• 163 _ Mw O If.158,661 y d .5 LF. - - --- -- RIM•1645 \ `fl I 6m. ` 8 G P D 5 Fp 9D h APPROVED €� U; U 9 r •00250 CONDITIONALLYAPP 5 LF. - CCP X) 1^ 43' O "� Ib' •� F1U1/Lp" r ip 'O y APPAaVAL OF RAge W NOT AM APPfiDVAL OF r -I T F 8 �.�1 CO.TCs. OMMMONS OR OVERMONTO. •000,2 n 200 LF. - 15' GC S = 122 LF. - 15' CCR SD S=00043 7-.•159.13 ;PL A ' LETTER CONNECT TO DATE / EXIST. 12' SD MH• 6Z1 N E ZJ 7-.•15,030 RIM=1645VI ' m m (LOr�i4�)�U 12LEGEND sEra archlte„ts Pc25,83' 52l?3' Rp ■ CATCH BASIN 131 - IE.•16 .00 m 2l' RDC EANOUT MANHOLE IE.•163 0 GB NEW BTORI"I DRAINm - L - - - - -- - E.• _ SD 123 NW SECOND AVENUEm PORTLAND, OREGON 97209L "•+ IE •I 833 14RI • -SD-- EXISTING STORM DRAIN PHONE: 503-228-6444 S NEW SANITARY SEWERMN lq� RIM. 0.883 ' III } [ I Rb S - EXISTING SANITARY SEWER6' I (N)•15494 I - --� 4J lA L� " I" 3' 24 l• W IN (-).)5584 � I�I� B' OUT•154Z4 ' ' IN. FLR•I 500 ' ' - ' I .•163 RIM•1635 _ R: , i 0 455REVIATICN5 00 358 LF. 6' G.I. S 5.002 �1 GB CATCH BASIN CONSULT a SNOINCERS m L All S.W. 6TH.SUITc•I1 SECOND LIEVEL I CCP �NTIE IROhI CRETE RT PIPE `� roexANo.owcooN 97904 CO.TG. CLEANOUT TO GRADE © EXIST. EXISTING FIN. FILM FINISH FLOOR D I 0 I I.E. INVERT ELEVATION IE.•1583 9 I RIM.160 3 LF. LINEAL FEET - 011• I MH MANHOLE ♦ • Iii + I RVG POLY VINYL CHI_ORIpE I RD p I RD ' - RD PA:`. DRAIN C O I .•53.16 IE.•163 'A m I I.E.-I63 - S SANITARY SEWER 2583' ' ' I .•163.00 ' 25,03' 4- IE.•I 3.00 ' ' S. SLOPE EQUALS CB CONNECT TO U IE.• 6 r1 T�10 EXIST. 15' SD M _ RI '�NTL.G 7-.•153.16 LF. - <.,� - 21 LF. - 6' CCP SD 9 15' CCP SD B 3' C.O.TCS. 6' CGP S 9 4' 29 LF. - 6' CGP BD 2583' I' m I5' SD93-0 0140 a �' i.e.•151.03 n J N n 19 LF. - 6' CrP bD 3 LF. - f- { 8' CGP STORM DRAIN & 5LF. - 8' CCP F �` , I - 26' s 15g 0- I rG I LF - I (� SANITARY SEWER ' C.O?CS. Q S 0 175 GB C.O.TCs. CB IE.•15611 a CB 21 LF. - C.O.TG. _PLAN 7-.•15690 UUU �E..15990 8 CCP 8D STORi"' pRA IN RIM•159.4 I"IH 7-.•15214 $ n- 0 IE 151.71 CB �- r 14 1.162.4 8.00389 7-.•15950 - I£.• 153.15 e N RIM_I59A IE.-16030 IQIM•1603 ao „ -,R R M. 63 B h 0 ------• ---- -- • SANITARY SEI�JER 1 G P D m e PLAN g � POLE MOUNTED LIGHT g to N PROJECT 40. 189156 RFlxnlwz .30 -- - -- -- ` H �- FT CONNECT TOI I II n .O CO. IST. 21 T �� _ PEFMITNOS. 891988 11. 891.989 - ROEXIST. S' 8 _"� � T 1 OF 14 11':.•15550 \ ���--/// ✓✓✓✓ / FOR REFERENCE ONLY LE I IIII 1111+11 III III 11 Iw11 111 11111111 ,. .. . ,.,, .4... . , - �: .. ... ... .. ! I) ! ! I I ! I I I I I ! ! t ! I ! I 1 d ! I ! I ! I - fjl 111 111 111 111 111 111 111 111 111 111 111 111 111 111 III 111 111 111 It j z a 4 s T e e o II NOTE: IF THIS MICROFILMED DRAWING IS LCLEAR TION THIS NOTICE, 17 I1 IS ORE TO Trf QUALITY OF THE ORIGINAL - DRAwuG. oC az az iE az sz ►zsz zz Iz oz at el LI sl 21 111 el zl II 01 i a A a s IS z 1 IM161nhudm11n1J,udlMlhodu11Lm6n111a11nnlnu6Ndxnlunlruhm;Iu16a1luU!uu111111MIlaB!1a 4nidJljlunGn�naYmImIIRItluulualulJuuluuba+�ludal�IUlYdduuINllllallauba I + _ APRIL 1 ��, ,. 1991 - ---�MANHOLE FRAME 81 COVER GENERA�__NOT PROJECT MGR. _ AS SPECIFIED JOB CAPTAIN _ Q o -'GROUT FRAME (typ.) WATER TIGHT PLUG ��� CLEAN-OUT FRAMESTREET AREAS OUT OF STREET AREAS I ALL CONSTRUCTION SHALL. CONFORM 10 ThESE PLANS, ThE STANDARD CONSTRUCTION t� COVER SPECIFICATIONS OF THE OREGON CHAPTER OF THE AMERICAN PUBLIC WORKS CHECKED �JLL GRADE RING AS REQ�D (tyG.) GROUT FRAME IN PLACE \ EXISTING ASSOCIATION (APWA) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, DRAWN Z d SECTION ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS AND INSPECTIONS GGA/ Q - 2SQUARE CONIC. SLAB RESURFACING ���j�/��� REQUIRED BY THE GOVERNING AUTHORITIES ,- � m _J 70F' RUNG PRECAST CONIC. CONE (typ.) BWITH OLTS 3 I q 11 x 6"ANCHOR - , ;• ,,,, _ / / ./ `�� BG E SLAB co� :r:; �.� / / 2. THE LOCATIONS SND ELEVATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON RAM-NEK, KENTSEAL JOINT - THE PLANS ARL ' OR INFORMATION ONI Y AND ARE NOT GUARANTEED TO BE ACCURATE. FOR FUTURE GRAPE \� /�� MATERIAL OR EQI,AL (typ.) ADJUSTMENTS. i�/ , , / . CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS PRIOR TO STARTING PIPE 0.D.• I CLASS A CONSTRUCTION. r; /�' ,� BACKFILL F�F vISI�NS > Rl4 ,1�NGS AT PRECAST CONIC. RINGS (ryp.) `� ��COMPACTEIO SELECT , 3. I2 oc. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ALL AGENCIES WITH —_ _ BACKFILL AS SPECIFIED ° �� UNDERGROUND UTILITIES IN PROJECT AREA SO THAT SAID UTILITIES MAY BE LL 1.D. '/ ACCURATELY LOCATED. v b , 450 BEND ---___� CLASS B ' 4. CONTRACTOR SHALL VERIFY LOCATION OF SURVEY DATUM AS EI:TABLISHED BY DAVID A „ / EVANS & ASSOCIATES. I WYE BRANCH 3/4 -0 GRANUL.AR / �- -- — '-4"OR 6" SERVICE BACKFILL � e ° � 5. ELECTRICAL FACILITIES, [NC .UDING P(�i F MOUNTED L [GHf FIXTURES, ARE SHOWN 12' ,. -_� '• _ CONNECTION ./� p FOR INFORMATION ONLY. IF REQUIRED o MAX (tyP.) —� - - - - o / /' a CONS UCT ON NOTES BOTTOM RUNG -�. BOTTOM RISE F2'- o ° ' w 0 x 3-6 x 6 — PROVIDE 81 INSTALL. Z _ s' o 6. SANITARY SEWER AND STORM DRAIN CONSTRUCTION SHALL. CONFORM TO APWA DIVISION �2�� MIN.,24'� MAX. (typ.) SLAB 3`" 6�-�� COV-0. PLUG WITH m o o'✓ w 3 DUE TO LIMITED AVAILABLE GRADES. Q > MIN. N , , . — m=- - - - - - - GASKET IF END OF o . . ° � LINE. a I ° a ? LAY PIPING BEGINNING AT LOW POINT OF SYSTEM TRUI_ TO GRADES AND ALIGNMENT o r O d p o Q INDICATED WITH UNBROKEN COIjINUITY OF INVERT. = e __ _ . ._ - D PACTRUOT POUR 3000 PSI CONC. (typ.) z e. I v 8. CONNECTIONS 10 EXISTING SANITARY SEWER AND STORM DRAIN SHALL CONFORM TO -- ao + Q APWA SECTION 308, WORK ON EXISTING SEWERS AND STRUCTURES. vo�i8 0 12" COM PACT`D ;/4° MINUS �-- O GRAVEL OR CRUSHED w - � ' � � � u ROCK (L m � ° ' �;. 0 �► , 9. ALL PIPING SHALL HAVE MINIMUM 30" C)VER TO FINISH GR,aGE. PACIFIC STANDArND MANHOLE DETAIL STANDARD CLEAN-OUT DETAIL PIPE BASE MATER;Ai NOTES COR TE N.T.S. N.T.S. BACKFILL IN STREET AREAS 10. STORM DRAIN PIPE SHALT_ BE CONCRETE PIPE CONFORMING TO ASTM C14, I ATEST CENTER I. IF S/W IS AGAINST CURB, FILL ROCK TO BACK OF S/W. EDITION, WITH RUBBER RIND JOINTS; OR DUCTILE IkON PIPE, CLASS 51 , AS SHOWN ?-11FON PLAN.F 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 DUCTILE IRON PIPE, CLASS 51 , AS SHOWN ON PLAN. TIGARD, OREGON I'i t E BEDDING AND BACKFILL DETAIL 12. CATCH BASINS SHALL BE TRAPPED, STEL, AND SHALL CONFORM TO THE OREGON STATE MANHOLE NOTES N.T.S. P'_UMBING SPE%IALTY COLE. 1 , 13. MANHOLES SHALL RE PRECAST CONCRETE, 48" DIAMETER, CONFORMING TO ASTM C- SLOPE47b ' 1 . BOTTOM PRECAST CONCRETE RING SHALL BE SET HEAVY DUTY TRAFFIC SLOPE SHELF I !2 1/2 0 RODS 6 O.C. ALL AROUND INTO BASE AND LEVELED AS CONCRETE TAKES (4 SIDES) GRATE, LYNCH 28"x 28 14. PIPE CACKF'.LL SHALL Or CLASS A, NATIVE OR COMMON MATERIAL, IN LANDSCAPED -- — ITS INITIAL SET. MORTAR JOINT TO INSURE BOND. AREAS; C'R CLASS B, GRANULAR MATERIAL, IN PAVED AREAS. _ _ _ ___ _ A.C. PAVING SLOPE __ 2. SET MANHOLE FRAME IN 1/2 MORTAR. = 15. PIPE BEDDING SND PIPE ZONE MATERIAL SHALL BE CLASS B, GRANULAR MATERIAL. 3. PRECAST CONCRETE MANHO'_E RISERS AND TOPS _ SHALL CONFORM TO ASTM C 478 SPECIFiCATIONS. 3000 PSI CONC., 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL CALKI_:D JOINT 12 •-I ' FACE UP GRADE. C.O. 5. ALL STORM MANHOLES MAY HAVE RINGS AND CONCRETE PIPE o cn z o z I CONE SET IN 1/2 MORTAR ; JOINTS SHALL BE }5 � a MORTARED INSIDE AND OUT AND COATED WITH 450// o I.E. AN APPROVED CURING COMPOUND. 2' 0" .__ _ N STANDARD MANHOLE FLAN SQ N.T.S. t 1/4"STEEL PLATE — COATED-LYNCH OR APPROVED EQUAL EWE CATCH BASIN DETAIL architects aia pc N.T.S. 123 NW SECOND AVENUE PORTLAND,OREGON 97209 PHONE.503-228-6444 r kpffF CONSULTING [N61141[[R.5 421 S.W. GTH, SUITR 911 PORTLAND, OR[OON 97204 E � AT L 0'�' STORM DRAIN & SANITARY SEWER NOTES & DETAILS Pf30JFCT ('JU 1891 (0 SHEET 1000 7 PERMIT hl(:7i, 0 �]. �'cr1 °: f3�i :i. .:� 1c� 2 M T OF' 1.4 FOR REFERENCE ONS Y!hl OF . . `Y I__.I_' . ( I I......I_..__ ( � I I i I I I I I 1 1 I I I i I ( I 1 I I I I I I 1 I I I.,. „ . ..... : . .... . . .«,..,,,.■,..,,.M, - t' I1111111I11111IIIIII{IIIIIII{1lIIIlI{IIIIIII{IIIIIIIIIIII111111111111{IIIIIII{IIII1111111I111 . •,.:, ...• ... .�- - 2 3 4 5 6 7 8 9 10 II = NOTE: IF THIS MICROFILMED '��- - .. - —• _, i DRAWING IS LESS CLEAR THAN THIS NOTICfE, IT 1S DUE TO y THE QUALITY OF THE ORIGINAL DRAWING. _ ---- _..._.. -- ---- ----- — - - -- - ------- Ac 62 92 12 9? 9i. 1;.p E2 22 1a Ot 61 BI LI 91 SI bI EI 21 II 01 6 9 1 9 s �.► b E: 2 1 1!III1111nulunlnnluullrnllUll11uI1111111IIIt►f1�InIIn1111n1�u11n11FH111uuI11111U1111111IIIIIIIU1,1111InlllIIII�IIII{IIII�IIIIIII III IIIJ4111INIII1111111111IItill 11111111I1111II1111all allifA111I1111111U�111111111�1111{illhllBilill�U1111111 1�1111�1111{Illy 4 "`' ' APRIL 11 1991 t d v I PRO,h7.CT MGR. } I - �- + -------- -,�R----------- --- CAPTAIN 8 CHECKED _ i , l -- - 44 '71T l6I EQ. SP_ i I I DATE M - -- - --- - --- IN SP_ y 9m (I3) EQUAL- SPACES • 9.0 113 EQUAL 8P.� SO (5) EGA. SP. KF ASTONS Lu lip _C___ F4 w' op � I 1 1 1 I q 1 J I 1 I W - - U)I PACTRUST �+ I 48,980 SQ. FT, i ( ✓- PACIFIC _ CORPORATE CENTS • � R �.W. 72 ND AVE Lu __-_ ___� 7GARD, OREGON -_- -- -- ' (b) EQ. SPACES 3) EQ.SP. 1�P. l3) EQ.SP. • llb) EQ. :3PACE8 (1) EQ. SPACES 90 • 8.0 • 90 X50 49.0 - - (1) EQUAL SPACES cw (8) Ea SPACES 16.0' ll0i EQ. SPACES _ I IDE _ D is LJ NG5 ap ( TRANSFORMER - ( I I I _ SHEET NO. SHEET TITLE a0 '✓ _ r� ( - - 7_1 $ Cl SITE UTILITITES PLAN — • I i \ ! I 9 C2 SITE DETAILS W \�, I \ (•) C3 SITE GRADING PLAN I � �l - 1 L (1) EQUAL SPACES (8) EQ. OPACES 16�' (10) EQ. SPACES -- Al SITE PLAN g� -- ---_— —�' q ,I--- -- •—��_67------ ,�--- �--TRASH ENCLOSURES 4- - - -� 8�_6T -- -- —_-- 14fd , / \ 42 BUILDING 232 FLOOR PI..�N (A) -- A3 BUILDING 231 FLOOR PL,4N (B) 3) EQ SP. 2�.,P. \ A4 BUILDING 232 ELEVATIONS A) • 13?� (6) JcQ. SPACES n _ (3) EQ.SP. (6) EQclo, . SPACES 3'-0' / A5 BUILDING 231 ELEVATIONS (B) q I I I WALL SECTIONS / DETAILS — I 91 (•) Al DETAILS .-NERAL NOTE.5 - STRUCTuRAL 52 BUILDING 232 FOUNDATION PLAN (A i 63 BUIl.iiNG 231 FOUND/FL. FRAMING PLAN (5 architects pc S4 BUILDING 232 ROOF FRAMING PLAN CA - I � 0 , Q 11 55 BUILDING 231 ROOF FRAMING PLAN (13 y LL� q I Q — I Sb DETAILS - CONCRETE - ---- NI I d) (p (•) 51 DETAILS - STEEL w �' UJ 1 (•) 58 DETAILS - WC?OD 123 NW SECOND AVENUE • W I (•) 59 PRECAST PANEL ELEVATIONS PORTLAND, OREGON 97209 ,I Co PHONE: 503-228-6444 - LoaDNO ooc>K I _ in �- (•) DRAWINGS NOT INCLUDED IN FOUNDATION 1 L..._-- f PERMIT SET ' SITE AC. l,l ( LI NCS 231 (' 5) it 1338,186 SQ. FT.) oc� _____ 1 - GROUND FLOOR,• I I BUILDING Via- 48980 SQ. FT 48980 SQ. F T. 160' Q 24,0' j 125' SECOND FLOOR: 11390 SQ_ F7_ ;I SECOND LEVEL BUILD(NT B: 60�1a SQ FT. ,I 109350 5Q. FT. TOTAL' 60,310 SIGs. FT. ' 91,960 50, FT. W _ 01 ;I LOT_-.?:,-Eta; 28.15% ! - —� - -- LANDSCAPE AREA: 10'1,940 5Qr-T. 'I W W PARKING: 339 SPACES 1 p - 4 PULL�T3E: 9.0 236 6PACE$ --- c� 1 iI N q � q COMPACT: 8'5' 36 SPACES 01 SUB-COMPACT: 8.0' 68 SPACES _— w' _I i w w HANDICAP: 5 SPACES J 'n 01 (REQUIRED) 312 5PACE5 PLAN NOTE: PROVIDE Ira BICYCLE PARKING SPACES AT LOADING DOCKS. ------ --- --- EXACT LOCATION OF B,,:YCLE I - , I l SPACES TO BE DET_RMINEU AT 1�'- I�r --- - --- • -- _ ll3) EQUAL SPACES;, �, I_ _(13) E;ug�BPACES _ � lI2) EQ� T t +r---- �f IME OF TENANT MOD,1 (CATION. l6) EQ. 5P. • 40fd' (TYP.) N l23) EQUAL BPAGtB Sp. 2 , EQ. - --- --_ - -• -- ---- -- I - - - - • 9�' - - -- '�' '� SP. - 1 f'R..IJECT NO. 189156 4 ( N 1 -30' - ( q POLE MOULTED L IGyT � - _ FIXTURE (TYP.) - SHEET F'EI",:M l•T• IgO9• 891900 °: 891989 OF 1d FOR REFER NCE 0 LYLY QF 11111 1 _•. +�I�w11�tt�IlA1>�r1wi�,•nrw�.... .. ate,... 1 w,,... . .. 11 PI��rI�i11��1i1I111I111111,11t1 ,t1�111 1l11i11 1111111 1�t11�1 Illllil illll;l 1;lfllf III 111 Iltl�lt tlllllll{I�rll Illlltl tlt�rl, it,�rlr`,it�ilr ,li�,li ll,lilr ,Ir�ili ;Ir�tt,l,t,� t�,, � MITE: IF THIS MICROFILMED -- ( �-- 2 3 4 5 6 7 DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAW 1 NG. - -- - — ------- OE 62 e2 L2 92 G2 b2 C? ZZ IZ 02 RI QI LI 91 61 frI EI 21 11 01 6 9 L 9 IS-- r-•--bl E! Z I • �►Itlunl11111un11n1111111u„In11111111tn111ttl�tttllu,llunlnultiu,I,u,lurti11i11WIluu�uulltulll,Iltt�lluullnlluult����IIIIIIUI�IIIWtttl�mlllul�lulluit�Illllull�IlulllululUliiO��lltiult1111111u111nl�lllt��!I�It1lt11�11111uuluuWll�llll�llullut Q •� APRIL"' 11 1991 �, k �i B F G.<.- S� W_ Wc—B -_ SS 1 ? --• ` 3 4 5 6 7 b 9 10 11 1 WSB ) 2 13 14- 1J 5, 1E 17 DATE 9- 18-89 ' 3'15 -0 -- 12�6' 12 BAYS 25 -0' 300'-0'— �F'�nslolvS . I I i I � - - - -- - - _ - _ - s � Pj�cTRUST I i i ► I I I PACIFIC N ► I i CORPORATE I CDENTER I S.W. PACIFIC PARKWA`I �-- ---- _ ----- _ -- - -- ---- -- _ --- - --�--._ _ __._ -_ TI G AR D OREGON iI I L _ -J I I, M + I l I' I 4 I t i I l BU,LDINQ 232 (A) ® 1 I II FF. ELEV. 110 I I I 9 I ELM W. II C4I i I � t - - I architects PC r I I I I i I i I • I I I _ I I 123 NW SECOND AVENUE PORTLAND, OREGON 97209 r ' PRONE: 503-228-5444 4 i 2 � A6 pp"� YP YP r X42 r �� I ' k 1 BUILDING 232 A FLOOR PLAN i PROJECT N0. 189156 SHEET PF"RMIT NOc;. 891.9RB & a9l.989 4 OF 1.4 FOR REFERENCE ONL 3 ! _ , _ X`- fp�llll� til Ill Illlili Ili Ilt Il' III III III III Il II1 IJI II! 1�1 III III III III I(L�._.L.l�i..l- ill III III III III tit 111.-.Ill I I Ill 1 I I Dill+I, l I I I I I I I I I I I I I i ( I I i I I I I I I I I I l l l l V I I I ( llIII I F IIO I I ' NOTE: IF THIS MICROFILMED --- --•;~--- --- - .._. ... . .-.-. ...... . .-------2 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, TT IS DUE TO THF QUALITY OF THE ORIGINAI. DRAWING. OE 62 BZ a 92 S2 *2 E2 22 12 OZ 61 91 LI 91 11 1►I EI 21 II 01 6 Y L 9 i, b C 2 I ' �i!IIIIIIIIIttIIIIIII111111111111iII11111111III11111tIII1ltlitlllllllllii.�iiillltll/IIIIIiIlI111�iI1111IIIllI1HIIlUII1NIIIUIlIullullllllllllllllllllntllltlil111111tI1II111IIIIlIIIIIIiIIIIIItlIIIIIIIIII�IIIIIIIII�IIIIIIInlunlnllll111II111IlWI�HflllllllLlllllJl!�1I11I111111111! _A PR 11, r■err ,. I P-40,1ECT MGR. SS 6 7 8 9 10 11 12 13 14 i -- ----------- - IIII j 1 it� - 1 7 JOB CAPTAIN WSQ 315 -m' CHECKED SS 12 DAYS 25,-m 9 m' DRAWN / S8 DATE 9-18-89 A6 ARIONS tYP —ELEC. W. ! 4 I ! I + I I I i I � -- _ � I L_ _j L - - __J N BUILDING 231 (B) i ( PAcTRUST e 11FIN. FLP. 165 ' I I PACIFIC CORPORATE � CENTER E __- _ _ .__— __-__ - -.____ -_- -- _ -• _ _ S.W. PACIFIC PARKWAY a I II TIGAPD, OREGON C) - - - - - , - - I I — I � 1 � 1 i I i OG _ _ ab 1 �� ,46 14 15 5, P16 17 rft**\ PLRST F—,L_00R PLAN BOULUNG B 1/16'= 1'-m' 5m -@' --- _ - 121 'b' 1a'-b' 12'-b' ! I , I architects pc Ell 12314W SECOND AVENUE I PORTLAND, OREGON 97209 I PHONE: 503-228-6444 it I I II 0 1 i C4 1 � I I 1 i I II e 1 2 ND FLOQR F!N. FLR. ELEV. 181.5' I �� . 0 Low ROOF I I - i I e I I 1 I C4 jrE BUILDING 231 f FLOOR PLAN I I q 9 - 0 1 I I1 PROJECT NO. 189156 1 -- --- ---- --F. 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SS JO' APTAIN WSB CHECKED DRAWN WSB DATE 9--18-89 1 2 2.5 3 O 11 Q-3 15 15.5 1 E 1 J RE Oc3IONS I 1 1 Iwo I 2 2 'i�J Yp � 1 I .. K _ ___ IM 7 LOADING DOC , p LOADINCs DOCK S Ago _ , _- -T- _ � PACTRUST 1 SOUTH ELFV�\,MO�� PACIFIC A4 1/16' - 1f-0N - C0 PORATE 17 16 15,5 15 10 8 3 2.5 ' CENTER S.W. PACIFIC ALUM WINDOW S�'STE1`1 � �i PARKWAY 4 I TIGARD, OREGON L0,i1D INCz DOG `---- ERIC< VENEER �`\ ! A5 9 l T`I'P.) YP `., _ . - YS 4. _..-. 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SS JOB CAPTAIN w CHECKED SS DRA'r'VN WS B DATE 9-18-89 17 1 5. 15 3 1 , 11 7 5 3 2.5 2 d ,^ 1 REVISIONS 04 tnrnaN � 1 P I .x� Y c .. �J 1 '� ,•.S+- _ _.� a � xl � r�. L �.�e �. a �1'�iC�i'' � I 2 _ — t . A6 A6 - LOADING DOCK 0e • \ 1'P � - - L.O,aUINCx i�OCK SIM �lt�IIAO FN - w dL kPk ..:-_ : ..._ - -, .. ._. ,•� _. ,....,. .,.- C.M..;. ..r... :-. :. � __ ", `� - - - 3: r • ri` _ rte... ....i .. (n 1 _ _ T - - ---� -�'00 441 PACTRUST NORTH EFLEVATUN 1/161 % 1'-m' PACIFIC - ALUM WINDOW S`-5T CORPORATE 01- / 2 2.5 3 8 10 13 15 5.5 16 17 � CENTER S.W. PACIFIC 4 PARKWAY re i Ab Y ------ LOADING DOCKS c BRirK VENEER A5 TIGARD, OREGON n P I \ (TYF .) - ---- -_ ----- -- _ x — ,,,.1W. _ •• -1- r....':..-.-,. _ _, : �:__ .�. Y�.. :y -d`S. —Y.�•Y_W.'� J,- IA'- .•.t.: ,.S'"="X. 7 _- -.r. _. �. . t-...J-' ,j�_ _ .. -.. ...y- - .�..,.,. .. - __ -n : 1 "•- ���•+s :a9 _ '4:. ,�.4:- b �'.=.iz .. �t ,-- as z Af FT 0 _1 N I - r r L I I F I I 7 L - - J — T - - J — _ J — - - - — — — — - - — — — — — [ — — — — — T — - — — — - — — — — — — — - - L — — — - T — — — — — L - - —I rf— - — — - — — — [ — — - - — — — — — — — — — — L ` — — - - - - — - - — - - — — — — r - - - �— — 2 S0U`�1�H E L E VAI ON 5 IA(o = 1'-0' --- LINE OF f=AR,4PE't BEYOND A A.5 8 C E F F.5 G A 8 - GUTTER G tIPANEL - -_ - ( --- --- architects Pc ar •s � - �r - _ `�' - - ti'r * �` • r ND rIN F 12.3 NW SECOND AVENUE � LOAD INCs PORTLAND, OREGON 97209 e DOCK PHONE: 503-228–G444 r T _ T T T FK FI_R 3 WEST EL�EVATON 4 CLF_REU�ORY EI�EVA OON 5 1/16' = 1'-0' _— — 5 /16' = 1'-0' G F.5 F F �- 5P,4NUREL GLAZING C B A.5 I BUILDING 8 - ELLVATIONS 5 FC Ab E L E VA U O \I PROJECT NO,-- 18915E SHEET OF 1.4 FOR REFERENCE ORAL Y d•. n.• j IlIIII►iI111111i1111111I111 111 111 III III III III 1�1 II111�1 Ijl 1r1 ill III III 111 111 ►�f 111 III III I�► I�III�) III Ifl III III SII III X11 �1� �I� �I� ilt III 111 11� X11 11� IIS "'y" � III � I � I � III ► � II � IIIII � II ) Illilll ,l � l � llt � NOTE: IF THIS MICROFILMED �••••••••••�•�- -•----.••— — - v 1 DRAWING IS LESS CLEAR THAN I PHIS NOTICE, It IS DUE TO THF QUALITY OF THE ORIGINAL DRAW tNG. pE 62 92 L2 92 S2 U2 E2 12 ILP 02 61 131 LI 91 SI 41 E l 21 11 01 6 9 L a S Ir E 2 1 ' Ir!rIIl1IInUIuulnn�Inllunllllilnnlullll111I11H�lnitnl►Il►uttilulnnlunlnl1II111�1111I11uI1t11IilNIItIIIIIIiIIIlIIIItIIIUjitIII�INIIIIIIh�lllnllllllllnitlnuil�;:11lIIIIIIIIIIIIIIIII�IUI�IIULllIIIuuIInIIIIl1I1111II1NIIllllHllriill]IIIIIII111111t�I11I11LII1111�1 ,�APRIIL' 11 1991 t PROJECT MGR. SS JOB CAPTAIN WSB CHECKED DRAWN WSB DATE 7— —89 T /PANEL grill, REVISIONS • � I n A , I -- - - EXPOSE FACE OF PACI'RUST ' CONC. PANEL AT WINDOW HEAD AND I --- - PAINT PACIFIC I n�. CORPORATE BOT ANEL CENTER S.W. PACIFIC PARKWAY P.T. TOP PLATE I � IGARf), OREGON FLASHING e �-- CAN'' STRIP �- - - CONCRETE FLOOR SLAD BUILT-UP ROOFING I DECK. OE R COMPOSITE METAL I ROOF STRUCTURE - FLOOR STRUCTURE � — /PANEL TOP/PANEL I • ROOF INSUL. R19 Lr W/ PERFORATED VAPOR BARRIER ---- � 2ND FIN. FLRft — — — -- — - BATT INSULATION — >a AT WALL R-11 �� v v r TILT-UP CONC WALL -- — �� BRICK VENEER OVER __ _ _ arch►+efts pc 1' AIR SPACE W,TH 150 BUILDING PAPER ` r 123 NW SECOND AVENUE BOT/PANEL 1(9. BOT ANE! d 1 ALUr� WINDOW SYSTEM - _ METAL STUD SOFFIT PORTLAKD, OREGON 97209 AND SIGNAGE BAND �-- - COLUI'll SET 1/2' PHONE- 503-228-6444 C / (CONI NUE VERT. _ BEHIND WINDOW SYSTEM MULLIONS TO PANEL e W/ SLOTTED HOLE e a UEFLECTIGN CONN. DESIGNED BY WINDOW I ALUM. ENTRI' SYSTEM IIANUF.) SYSTEM — , 11-4* - - EXTERION GYA. ':3D. 2'-81 1 ' I,_4, SIGNAGE BAND �`------- -- ` I li DOUR a I OPTIONAL BRICK � 'VENEER WT SILL PANEL j ,- � ,--- TILT-UP CONC. SILL 4' GONG SIDEWALK PANEL — WASEO't10NS I - ALL LL - - TURN-DOWN SLAB I I AND DET TURN DOWN SLAB AILS-_ ► I I EDGE CONTINUOUS FOOTING i ----- . ® SIN icon UNDER SILL F'ANEL �,�FIN._�Loopt_ n' --- -- --_— { PROJECI NO. 189156 r r• SHEET F C WAL'L I 2 WALL N WALL SEEK"3 A i/? _ 1'-� Ab 1/2 -© Ab /2 = I -0 RON FOR REFERENCE ONLY of F• F�:r r•��: •� r•IL.I:::,w �,��1.�at�r:� y, f��-a 1 ���;,�;� 8 OF 14 ' MII��I►��I�I�I�I�I�I�I�i�I�lililili��ilili�ili��t��ili��Ii�Fl�ltlt��i'tlili�il��ilrl�rlt�I�l��il 2 3 4 5 b 7 ,10 NOTE: IF THIS M ICROF I LMEU , 8 9 I = • � f DRAWING iS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALM OF !H+ ORIGINAL DRAW ING. of 62 9Z tZ 92 SZ eZ C Zt IZ 02 61 91 LI 91 111 r►1 EI al III 01 t 9 L 9 ; 1r E 2 I • �►1�Iullluuluuln�Iinul�iulnnlu�►iilnlun�llNli�ui,u�luh�hml���►Iuulnulin�lunl�tWnulunlu�ilnnliutllu�l�ft•�I�n�litl�Inlattnlnnl��itl�u�Inu�u��nuluuhutltndtW�.lu,tiut�hiulic�il��uluul�ntllw�u!)twluu►,wlluulnultu. �1991APRIL 11 PROJECT MGR JOB CAPTAIN %► CHECKED �2 GENERAL STRUCTURAL NOTES DRAWN r,JI.M DATE CODE REQUIREMENTS: CONFORM TO THE UNIFORM BUILDING CODE, 1988 EDITION, CONCRETE WALL REINFORCING (UNLESS OTHERWISE NOTED) : TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION REVISIONS f�ff CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE I�'Ol1N V/�TIGN FINAL CONFIGURATION ONLY. 6" #4 @ 1:" O.C. #3 @ 12" O.C. @ CL OF WALL DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND AI_LOWABLES WERE USED 8" #4 @ 12" O.C. #4 @ 16" O.C. @ CL OF WALL FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: SEE DRAWINGS FOR P.C. PANEL REINFORCING ROOF 25 PSF L .L. (SNOW DRIFT AS SHOWN ON PLANS) AT OPENINGS PROVIDE A MINIMUM OF TWO 7#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 FOR OFFICES 50 PSF L.L. + 10 PSF PARTITIONS SINGLE LAYER REINFORCING AND TWO #5 FOR DOUBLE LAYER REINFORCING, 4' -0" LONG, DIAGONALLY AT CORRIDORS, STAIRS 100 PSF L .L. EACH CORNER OF All OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND ALLOWABLE SOIL BEARING PRESSURE- 3000 PSE (PER SOILS REPORT BY *NWT LABORATORIES* BARS IN SMALL WAIT_ SECTIONS. DATED Q-15-89) RETAINING WALLS 35 PCF (EQUIVALENT FLUID PRESSURE) STRUCIU^AL STEEL : `., ,kUCTURAL STEEL SHALT_ BE ASTM A36 TUBES SHALL BE ASTM A500 GRP,DE B (Fy 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 EAkTHQUAKE DESIGN IS BASED UPON THE FOLLOWING: OF STRUCTURAL STEEL FOR B'JILDINGS" . BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325, PAC TRUST HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FGR ARC AND GAS WELDING IN Z = 0.20, I = 1 .0, C = 2.75, Rw 8.0 BUILDING CONSTRUCTION. WELDS SHALL BE MAGE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WEL')ING SHALL BE BY AWS CERTIFIED WELDERS BASE SHEAR STEEI__DFCK: 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 COATING SHALL CONFORM -FO ASTM A525, G60; G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. 68 KIPS E W BUILDING A 92 KIPS N S PHOSPHATIZED/PAINTED DECK MAY BE USED IN LIEU OF GALVANIZED IF FIRE RATING IS UNCHANGED. CORPORATE BUILDING B 173 KIPS N-S MINIMUM DECK GAGES ARE SHOWN CN PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDI•FIONS, AND CENTER 150 KIPS E -W MINIMUM PROPERTIES AS FOLLOWS: SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND I (IN /F!I S ( IN /FTI S.VV. PACIFIC CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: FL00i PARKWAY CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT, PRECAST MEMBERS, EMBEDDED STrl GAGE 0.896 0.486 TIG:.R D, O R E G O N ITEMS, STRUCTURAL STEEL INCLUDING MILL TEST REPORTS, STEEL DECK AND GLUED LAMINATED MEMBrII! FLOOR DE,. -LDING 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 ARCHITECT . BUTTON PUNCH OR 1-1/2" TOP OR SIDE SEAM WELD AT 36" O.C. AT SIDE LAP CONNECTIONS SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST Cl'� LUMBER INSPECTION BUREAU OR WESTERN WOOD DESIGN DRAWINGS., SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAI PkODUCTS 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 THI SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON, AND SHALT BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. Fb(PSI ) USE GRADE (SINGLE USE) INSPECTION: SPECIAL INSPECTION, BY AN APPROVED SPECIAL INSPECTOR, SHALL BE PERFORMED F(`R SOILS COMPACTION, CONCRETE AND REINFORCING PLACEMENT, PRECAST CONCkETF PLACEMENT, ST=EM2" 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 SHALL_ BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. JOISTS, PLANKING, BLOCKING, CONCI.lTE_ CONCRETE WORK SHALL CONFORM 10 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-1 ,AkCH NO. 2 1250 WALL PLATES & NAILE!;S 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 BEAMSZSTRINGERS DOUGLAS FIR-LARCH NO. 1 1300 smrs FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR irc"10ects Pc 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 25-Q. NwSECOND AVENUE ,10RTLAND.OREGON 97209 A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT ACCORDANC PLYWOOD: PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT gTANDARD PS I 'HONE 503-228.6444 WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCOkI'!)RATED IN CONCRETE DESIGN MIXES. FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" . UNLESS NOTED, PANELS SHALL_ BE APA RA'iEII SHEATHING, AN AIR ENTRAINING AGENT, CONFORMINa TO THE UBC STANDARD NO. 26-9, SHAIL 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 BE 5% ± 1% BY VOLUME. WAFER BOARD CONFORMING TO UBC STANDARD 25-25 GRADE 2-MW MAY BE SUBSTITUTED FOR PLYWOOD REINFOR PROVIDED IT HAS AN EQUAL SPAN RATING. INa STEEL: REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, INCLUDING S1 , GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDE9 WIRE FABRIC (WWF) , UNLESS GLUED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH OTHERWISE NOTED. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH ""Ib DOUBLE ANNEALSD U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF IRON WIRE. TIMBER CONSTRUCTION AITC 117. EACH MEMBER SHALL PEAR 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 BARS IN BEAM'S AND SLABS SHALL BE SUPPORTED ON WELL -CURED CONCRETE BLOCKS OR APPROVED METAL r T CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1 . REINFORCING STEEL SHALL SPECIES INDUSTRIAL RADE, AND OF THE STRENGTH NDICATE� BELOW: cotsu' .n9 eNineers BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DFTAII_ING REINFORCED COMBINATION oleoo^ rONCRETE STRUCTJRES," ACI 315. SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS AND DEPTH SYMBOL SPECIES USE — . OLUMNS SNOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP O� 18" , EXCEPT AS NOTED. LESS THAN 16" 20F - V3 DF/Dl LESS THAN 16" 20F V7 DF (SIMPLE SPAN) r DF/DF (CONTINUOUS OR C!1NTILEVER) - REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: GREATER THAN 16" 24F V4 DF/DF (SIMPLE SPAN)GREATER THAN 16" 24F - V8 DF/DF (CONTINUOUS OR CANTILEVER) USE COVER GLULAM HANGERS NOT SHOWN SHALL BE. SIMPSON EG. 1j, SLAB BARS 1" 10 Mai WALL_ BARS: INTERIOR FACES 3/4" ADHESIVE SHALT_ BE WET-USE EXTERIOR WATERPROOF GLUE . EXPOSED TO EARTH OR WEATHER 1 - 1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) FOOTING BARS 3" GENERAL STPUCTURAL NOTES PROJECT NO a SHEET m n r a If I E*,Rhi I'T 1\10S. e9 J.988 & 8'i '1989 W 3 0 9h' OF .. ry. _ ..rte. _ .:..-;.......o-.�n...�..�s...rr.... ... I...w,lnl....a.ltl,�„s. ...,., ... ....._..•-.........w,—.-�.�............. � i III I 11 1 1 1 1 I 1 I 1 1 ,1, �I � l' � I � IIl � I � 1 � III � I � illll � l � l � lll � lT►� I � ifl � I � lll I � I � I � Ill 1 1 l )Ill( I � l I � l � l � l l � l � t � .. „•. «' . NOTE: IF THIS MLMFILMEU - I- 2 3 4 5 6 / 9 9 l0 I l DRAWING Ir LESS CLEAR THAN ' f THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWIN( , OE 8z 92 J. 9z IS IP Ez ZZ Iz 0z sl 81 L1 91 91 bI f:I cI 11 01 9 j 9 5 111, E Z 1 I H) I111�IIHIIIII�IIIIIIIIIIIIIIIIIII�II,IIIIII�I11111n11111111111111111111111111H111�111111111�u111uIIII1111111uI11�II1111I111111lIIIIIIIIl11111111�;1i�11111rulllullnlllullllullnlllnulllnllu1�111�111111IIuI111111IIIIIlu11111111n1�111�tAWW1�IW111�!l1lIlU1�iW�, 'RTL . 1991. T , :n-ft ..� _ .....,� x PROJECT MGR. �G JOB CAPTAIN CHECKED DRAWN L' � _ DATE 1 2 'Lr5 l�+ J 5 G 7 b q 10 I1 I2 13 14 19 l5. I� I� - - ''"�r �Z1 69 12'�n "L' �lr �r �lr 2Gll_Orl �i�1 moo '. !�/*'-Q'• �.G/I�n �7r•0'� 2�J�-Ou 2GlI�Orr 2�1_G•Ir O" /lGfl-O" 2�'•0rr I21•�li 17i•�'r 121 REVISIONS 1}I ' S;60w FYK FOUNGA'rION 78 PACTRUST O � _ - A' tA PACIFIC CORPORATE O® I �, ► O `—' CENTER S.W. PACIFIC 09 6O') ��I PARKWAY TIGARDOREGON r . __ r� . r r -I r71 CTi�? 4r� r I \ J f�T J J L� L LJ L J LJ i 1 r _ dUn r -, _ r r - - L J - -- �� L — r J — — �� L O r INIW.RIOI� j � � ^I�ACFi of � ' QC�:��.Di�!') ���i4.a�') � �oI,UMu �UN.a) o� C�a.s�i' ) � (�k.a�' ) l(� GDw1MN5 r _ p r ® I (�(P C�. ExtK10�Earchitects oe FA6P, OP 'rh I - r � l,*�►/�YIO , O^ � � ,yWSECONDAVENUE 'HONIF OR11 EGON 28 644 9720- f" r 7 I — G — - - O - ( TV �C�I7, 63') \ O(027.ov) '(7 <�i6.rJo'> p eOi7. 6'i') Q(47,0) 1 � 5ro 7 �GY/1I K kP ff . 1. UX IN�/IGATFf� hr�F.J�r/ Frrx�rWU -PYA. 51:E �b BUILDING A FOUNDATION PLAN hHlxf 4U I�O� SGIIED;dI • I I/IU - I `/ _ _ 2.l><xx.xx' ) h v�fl��TIS rloN ci WitTaM OF W,-r—V/t'PINJN = ICt2001 Ac-11AAL. E�L. = 149 7. Ma' 4 � sf, G�NfF.K- Fv--rlwo ")o hrF 1. GOL-umw'5 �JE� �l/�i3 �l/53 4 553 F htrr�a BUILDING A __- FOUNDATION PLAN PROJECT NO ;9"17(0 SHEET i`L F.mIT NOB. 891988 & 891989 S2 10 OF 14 OF . 7 s' �11111,IIIIIII1I1111rIIlII I't'I'111'I1111111111 1+111111IIIIIII11111�11111111 r11111111111IIII( 11111111111IIIII11111III1111 1 ,1111 I I I IIII III I I VIII II�II1IIII IIIII11N I11111111111IN _ • W..�__�__ 2 3 4 5 8 7 8 9 10 II 1 NOTE: IF Td TS MICRGFILMED 1 j DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T . QUALITY OF TIE ORIGINAL DRAWING. OE E2 92 [2 92 52 0'2 EZ 22 12 02 EI 91 GI 91 SI ►I fl ZI II 01 E 9 1 9 IS��'' ► E 2 1"• euhlu6Nn6udnDlNNhu11nu6Ndunluu6mhnuDM6NdnWlwd9nh1i16m6ulluubudunlunLluhmLwhul6ndlull�udRDlnnlun6mluu�ludnuluu6ul�uldlwlluiluuLudnNlmduulln1II111uL9fnl�lll�fllluullllllll911g11IIW I `' � - . APRIL 11] 1991