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13190 SW 68TH PARKWAY-5 Sent by: GROUP MACKENZIE 5032281285; 02/10/97 10:55; jaer= #S45;Page 2;4 1. i-• 1•r , " '"' Sent by: GROUP MACKENZIE 5132281265; 02/10/97 8:52; ,Jp x p536;Page 3/3 _ RODO BcyLitu i7Zf is • W 0 N D 0 0 R POCKET COVER DOORS 0 N - ---- -----_--- - A P P L I C--A T- I C' ..N-S- - --_ - ._. .. .. G T T Sometimes the hest 3: 1 R E�.,�✓" MODEL CODE REQUIREMENTS A R D Pd,1�e t0 _ e ____- _._ . . ._.. _.-------------.. ... .. . .... ....... ----.._____._._______._______�__..___._ ____- �_- _..., _• . hide things I x4'' 6' i ( >t»I 8taadard t,w Nsineal - .�•.. Z8 L lain site. �� ' u IMl U B C p4 Cade _ 54 Code(BOCA) Ilk W"A 101 AW FireGuard moveable fire doors and i - t!►,�rnr Libby 3epatetiaa Im(b1 606 fi� iQ2A 101;i•1.3.4 - flap 1�'allfi Cart be II1C'le to Stem nearly ` ACCORDION TYPE N r--- Snake s Draft Cmtiol- 380;(h 3306 -w_�- - - invisihle by continuing moldings, wall FIRE DOORS x �> 191;5).8.4 .. - opo+w pmteirti"is,COM4 r JIM( ) Tabu 740 010.4 s, anti baseboards across the s 101,b1.1.t covering 3 I S -- --- -- --- c I g- I 0=mag, 021:1011 503(a) - T"41111.1 118.1.2 T"903 101;1.4.7 pocket cover doors. Are aSepar4tioa 1*le► Ta}1e7a409.u. 601.1 62.2 tA re voi Wbona ry break th rough in fire safety, j �A of vwtt,A opmull _ 1704 tak WIN(a) (b) 7.1.1.h4is 700 - sow 101; C 0 Alai=Sepatatiun 1715 W 609.6 ti06 2] e 1J N y•� ix - - -- 101;i2./6 w . Q-"4• . ,�+' } w;... • ;{orisattal Eeeiu A 85001504 Baniere 100=.(p) 408.12 911A 812.4.4= 101;12•,7.7,6.2.1.14 w�=• ,•f}�•, w. i•• Jr•�It�h •,1A Sl ��,.�'',:�;1, 3tapPTowraium Je�i(d) 4042.4 61626 101 6 .31`6 romporary Refuge Arms -Y 3104 608.1" -- 3M.6' 3 1.2,1 - - F I_R_E E V X I T HARDWARE • ..- .', '' 1.1992 Supplement N 3 - -- 'r - t„ l ;,:;: .• , ?_ '` PRODUCT INFORMATION certifeate Size OTHER FIREGUA$D usrrxos k REPOItrs Easy access Ar , ;;� individual programming f or both the } : ;,:,, i, ,y » ,•,ka:t,,.';:v,�t K .. (overska . `. �'" • Model ,,,„ A1.o Dao �� )ewe.c �' j �►LC pp width of opening and the duration of a a a '�: y ,#; a r'• I�ot►r1y Tat LF}1e 5ioileo: tom& �---- FiI.J.i.ol 1 a e& _ Nu=abcr Clanrisexticn fat}e8 Criteria Number Bi Partin` I.abtJ Sim Avai 1 ' I C gl p Re.earch&p.3E90 the opening time. `•+ ? : : t.� 1, /tr •:t•: V(te�•uard U.1.'.OB avth 13 i"(w) n.0.(b) permits more open T While F1reG'1a�1 In yp = N •4 d •r..• +1,'rr• `yr:::+- 20 NA U9 (A3Ttd L162) It1187b•1 Available 11'7;�'1'(b1 Unnnuicted(w)I sta�of Caltr°rata Luch like an elevator door,the doors C4 k .7f :;y- i-�: r. l-/' __ Door:laeembiies s291s5i:0o1 /rad ver8at]le d@Sign, !ts primary e V, r.; k•; cc*- f! !`+7',',, " '_ s;,�:sn• '� , 1n'tl1 function remains ore of fire safety. e ..•;.. �'`ii..3�� 1 •''• pe,,;R. FlnGwrl U,L oB Both 12'0'(yl 2.7'0'(bi 1080357'100 , �y continue t0 try to close until the L _� 1 ,k '•w'ry '�.�:•• ��, ry'` ;;e� 80 c 1 bow (A5!'!A!-152) 86199.2 4va)46 11'0'(h, UnrouieW(w)1 Pr � occupant - .�•- lw ^ AI � �I � ..'�;i� ��.,, x tt.j,,.,,, ,y w• t � ;� _ SiII C ratKlk9 i '1, pan is�'of the opening,but `' U.L]OB Both 17 0"(W) q3 a+(h) i Rapt,of Public Works 387w18.z can always be overridden and openee • lh n r' 904 B 114 boon (AMI 9-152) 115709 a Arailab1e l i'9' , um.s<r;eud WI manually with 8 push on the learlpost. r. • I re' `i py t ImAngelca Dept.of Building A Safety RR 2.414•i / U. 1011 Both 12'4'tw) !3'0'(1) -- y 190 A 5 haus USN 8•1521 /147904 Aeailable I1'0•(b' Uartatrietad W City A Cawrty dDeaver )11.8'1/6 :t " Want to know more C4 a I K,*Guud U.L 263 Single ' MFW B 2 haun (ASTM 1:119) R12272.4 PattiAff l)* unn:dricted NA. stave orwikuncin 81,003 Autwnatk opener moues doorpresd Give your local or regional Won-Door to + -- � w . •a•� i �• o distance then::eelotea. Cf ^ j ryf Nen York sales representative a call today. A I v ! Automatic Can be used at Chesty �1 A. all FireGuard U.L rSl E92M Cr a be used h'A N� ��Aaxmbliea MRA-127-79-.4 The system was specifically ed eom pensive Ca of architectural raadels Well t4r both MU-124-79-9 y P y Pre �o$ w i .r a" `, t _-_ to-3 boon 1-- i OversizedAswnlbiits MIA-377-86-h( D-43.85-M to aemmmodate the efficient egress of details and specifications prepared to non-ambulatory individuals. Fire standard CSI format (available on =,f'' I ! 1' . 3.Thi>,lieriny applies for use ors all 61reGuard models. M A- 70.87•M ry MEA- 49.87•bt ► _-_ __.__. ___ w configured diskette for with ' �9.0' W .i y y.N• exit hard are can be oonfi and use 'i most CAD „� laced where appropriate system)can be .•'dered to help you vt '' i• MEANS OF EGRESS APPLICATIONS I Si4Ttple trait 1�--*uam Mahe P Pp P��d� s 13190 SW 68th Pkwy < ''' The advent of the FireGuard system has provided Grow Gomm sn handicappwd automatic closing stem is des 91 BUP 96-0638 W „: ' a sy P� design-beautifully - with FireGuard. I oras 1 Y 19+11 1090 irlt 19x1 1>eacaL a new dimension in architectural expression in 9 �• :` ti lf ApPeaona U$C SOCA SA.^ QFPA 101 Tide U meeti-g critical code requirements for a variety of lslrvator 3304(b> 11111.2 different applications.Above is a summary of a few D '�:' .�• r�. hTaW listed Lobbies ea 41 ex 43 tti-2.1.14(a) of the more common applications of this versatile l / C J -• 4A•'�' t fiVf17VIJ 114 rev 11~••/// "`JJJ for two hours pita a sma 3304(h) 911.3 fire door. • - - in N BaTiea 04=12 nc12 109.1.28 6'2.1.11(e) 1C �(h) A conitrehensivt�Won-Door FireGuard Product Won-Door Corporation 6 as a fire rated wall. O=Wt Catalog has been assembled and can be ordered. 13190 SW 68th Pkwy 1865 South 9480 Weat • Salt Lake City,L1tah 84104 O 13190 SW 68th Pkwy pt14 BUP 96-OM T..IS r� BUP 96-0638 Loads 8304 Qt) 613.4 sso4lt) This Catalog mntalL'8 a complete summary of archi- g M s of 39 Call '-"•' . • _ - 2 of 39 Loa 7Ln 60 at Il' ea 16 62.111(11) w N j s z/z•e6vd" LZ-I# X}teif• `• l5:E 1 L6i Z l/Zo !S8z l8zZC0S 3IZN3)IOVn df Duo :AQ luau �- U.B.C1 tectural details clod specifications,prepared w m 1� ._.._. ,-- - •- • -_ -• --- --- - - •-- _ -- -- atrenaawt LCT 1'n.•1wet •rant n•h glen cera nrl4uw.1 nn Sent by: GROUP MACKENZIE 5032281285; 02/10/97 10:56; jetfx #545;Page 3/4 Sent by: GROUP MACKENZIE 5032281285; 02/10/97 10:56; ,y9traX #545;Page 4/4 Won-Door Fireauard Side Elevation Won-Door i�lre�ivard Electric Detail SIDE ELEVATION MOTOR DRIVE INFORMATION Cad 1`;101 FGE1 A Pocket Drive Card (File: Et EC72'45 Pocket Drive Scales None All Models Scale- 1R0 All Models ,`RL1, / Oro-Its]_llrWtO[ EI r41a T a�ae.0 t To��9 rra fr l�a 4 I � r ta4t�wtro� ALARM INPUT - - - - - - - - - - - - - - - - - r Taro Door 1 a nt�raer a - 8 T�: '''"1 a►Fru°'l�'a 1 aw t��l�1n�I�►rr�t�� 1� - NAE 21 sons;'. '�II.L 4e�T -- +S�iJit��r�ICG'l�tiL�TrmfTRseraM- 04104.. COu� •�' e K i&&JWAN= t 1W r n fiiQr,ra � twtomm may. I I cb i- ve VINE t let er tut. 1 2 >Z a. 11104. 14 W_ VM. 5 I ►►mt%4X Ta •cra ►Taa MOTOR DRIVE UN T Bw POCKETnr. ata14 aora. W0N-DOOR WD-7245 "' •----Mtoe-t 10"W" I � �io n1at. "M4.1rntnots�>s•a►ra-�st1 tics trop prmrte 32 a. tetrt• ,4 a, wY. *_110.1043 (e.T*Tt emr) Ct�e sem, 6 13190 SW 68th Pkwy 1 a \ 10111108UP 96-0638 ` 1 5 of 39 I ao UP PM t 3 - NQTSS 1. Folding Firc Door 2. Ceiling lite 3. Pusan Plate Erat Device fill {. ;Motor Drive Asauably A S. Pocket L nve' Battery Box 4 rewom PINE.►41rT1Tt0e r/MI Rwata-0mtr 6. Two 4 x 4 junction Boxy surface mounted 125 ham top of finished floor. (Power supply to Battery Box) tl[ [YIT alyrc! (TW. FAM 7. Top of Door Track W>.7511 Immum-A S. Nish Buuon Eu:Dewee(Optional)tra��x'i 1a'tl1►noty 115x) BATTERY BOX 130 WOha %IMKR� 24• luntDrr sex 7e K ilr4cs ►4errtri tat 111140113: -ran sr mat r:me Illyw►yta _ tel-41 At COPM I 106 , 1"J""20.t �as Al t "am ( " pdM loft' . Q C' ---LM AG rBy 411111410110 ayl M 111019 fY(N/)< r'a fLor MS.Ts Ia root crow 4110 arrravu ea't'snlot r.'•.•- 4 • i [ 'o"" 'LAI joo= QirR01110b. 13190 SW 68th Pkwy ' BUP 96-0638 irarawl4t rtMwtTa 55711 t:rt+•wtei Naw. 8 of 3P a amu "w ter VaT4as ralowro raw V 1M 11116111 MM w wmn, •rM t'lOr 41 a 41 '.r aoa 4T La1t ;too / wrelrw, w►erfe" Won-poor Corporation, 186.- tth 3480 West Sat Uke C►t., Utsh 84104,( N53-84gq feDrusry 1993 Won-Door Carnerstinn. INS South.W0 Wpitt Sxly i trkp City Utah 84104 180045.3.8494.February IM w 3 13 - ------ -- kr THIS NOTICE AP!*SPS CLEARER THAN THI OCT 81999 (DOCUMENT,THE PMUMENT IS OF MARGINAL QUALITY. MICROFILMED � ! 1 . ... .. _ ...... ...•.. w.�J__.-,a_. a ...w.w-a _ ,. .. _,r - .._.-. ..._ a._.... ..._ .. .._ _.Ia✓. w..... _u .i... -..,w.rri. �..._..r w. ._ � _ _ _ .....►.►...for... rw. ..- a .• u .... .. _.. _..... ......+ .� .. .. .. _ � .. ti ...• 1 .. .r... a _ -. a.. ), _.... ',. .:. ..•:„ . ... ..,. .. .. �4/1 4850 '.W, Macadam Avenuis, r :ry ..; Suite itlond2 Or . Par exon 97201 dC Phone; (563)2519--60UO FAX: (503)796-11703 MEM)C;TION W. 15,30 W or Port;ond Oregon 97,205 Phone: (503)228-7177 FAX: (503)224-3638 g - Q ._�.� N Q TIGARD f.D 0 (40 1.: 0 r I I,And•cup6 Arckltac;tIll , WA" MACY AK,'HITECT STRUCTURAL ENGINEER COi�R RA Sita 00 AK ST. ! _ CT R _ iNDEX OE DRAWINGS Portlond, Oregon 97:204 Phone: (5173)228-312.2 6R " P - _ 6R P R & H T1.1 COYER AND INFORMATION SHEET Arborist WILL"L 0411131 ! . MACKE NZ I E C E N Z .1 E 1 CON67FUcT1Ohi CO. f Cavi! Engineering Architecture CivN Enginel''rirtig Arrhftecture 1530 S W TAYLOR ST. C;�L DRAB P.O. Box 841 Portland, Oregon -7 07 PORTLAND, OR 97201 -0039 Phone: (503)222-70137 i Structural Engineering It'lterlor Design Structural Eugine�erlrlg Interior Design C1 SITE PLAN Transportation Planning Land Use Planning Transportation Planning Land Use Planning C'. CIA TOPOGRAPHIC SURVEY PHONE: 228- 7177 � Su►,,.. +� (Provided 6r Weetloke Ccmoulltarib Inc.) �N�& 0690 SW Bancrat, St > PO Bolt 690,9 Portkmd.OR 97201-0039 0690 SIN Dancro"St PO Bm 690x19 Fer1 k11nd,OR 97201-0039 FAX: 224-3638 I C2 SITE GRADING PLAN .TA S t r Tete 503.224.9570 Fax' 503.228.1285 TOP 503.224 91,70 Fax, 503.228.1285 C3 E203M CONTROL PLAN C4 STORM DRAINAGE PLAN 15115 S.W. Sequoia Parkway, C4.1 WATER SAND SANITARY SE'WEit PLAN Suits 150 €:5 OFFS:T"L STORM DRAINAGE K AN •- NOT ISSUED Portland, Oregon: 97224 CB DETAILS SHEET Phone: (W3)684-0652 1 I PROJECT: 1 ARBORIST SURVEYOR L�'%NIDSCAPE ARCHITECTS E r9a , _----- _ --._---- PR�1`�,T IN�r ��iATi0N ARCHnECTUML MAYMM TRIANGLE � A. PROJEC'' LOCATION: TIGARD, OR. _ A2.1 FWW FLOOR PLAN WILLIAM L. O W E N & ASS 0 C. W E S T L"�K E CONSULTANTS WALKER & M A C Y B. 1994 EDITION UNIFORM BUILDING CODE (19" OREGON EDITION) A2.22 SECOND f!00R PLAT �OW TE F1 FLOOR FiMISHES PARK P.O. BOX 641 15115 QW SEOUOI PARKWAY, SUITE 150 111 S. W. OAK ST., SUITE 200 v OCCCUPANCY GR TOrnP£: �- N, SPRINKLERED -` A2•3 RW PLAN Az.1 BUILDING ELEVATIONS PORTLAND, OR 97207 TIGARD, OR 97224 PORTLAND, OR 97204 E. SEISMIC ZONE3 _ i31:ZA EXTERIOR ALL SECTIONS BUILDING 11 F. MAXIMUM ALLOWABLE BUILDING AREA: 96,0W o.l: (2 STORY) A41 ENLARGED TOILET ROOM PLANS ! ELEVATIONS PHONE: 222- 7007 PHONE: 684-0652 PHONE: 228-..3122 G. P1tOPOSE•D BUILDING AREA: 38,870 &f. A4.2 IN i ERtQR EigYAT10MiS H. NUMBER OF STORIES FAX: 656-_1657 FAX. 624-0157 F.A X: 273-8878 2 A'8.2 REFLECTED CEiLJ�NG PLAN - FIRST ``OFLLOOR I. BUILDING HEIGHT A7.1 STAIR PLANS AND DE"WILS: - FOR INF'0. ONLY --- _� t - ALLOWABLE 8Y ZONING 55`-0" A8.1 DETAILS - PRO90M 37♦-0' A8.2 DEIAILS .L PARKING INFCyRMATIONA8.3 WALL TYPES/ DETAILS �p I - TOTAL PARKING PROVIDED 4.36 SPACES - A&4 DETAILS A` TAM1 FUKUYAM - HANDICAP SPACES 9 SPACES �`/� 1 ;1: �TRUCT tAL DRAW14M 9 51.0 :STRLK:TUPAL NOTES OF 31.1 TYPICAL DETAILS S2.1 FOUNDATION PLAN I �----- -----� - 32.2 SECOjID (FLOOR FRAMING PLANOMP MACKENZIE, 199E ' - 5:1.3 ROOF' FRAMIMG PLAN © ALL RIGHTS RCSE'FVED SS.1 PANEL ELEV'ATiONS THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE N(" C 51111.1 STRUCTUJ2AI. DETAILS TO 9E USED OR RF"PRODUCf.D IN ABBREVIATIONS _ � _ SYMBOLS AND REFERENCES - SB.2 STRUCTURAL DETA ILS ANY �tATTEN ERMIS T PvtaR ___ SB.3 STRUCTURAL DETAILS MR�TTEN PERMISSlCM AB ANCHOR BOLT DBL DOUBLE AC ASFJHALTIC CONCRETE OF DRINKING FOUNTAIN !E INVERT 01ME RON RAO RADIAL ISIONS: AD.1 ADJACENT DIA DIA DIAMETER Y(SUL INSULATION RD ROOF DRAIN � REVISION ES2i C1.ASiNG DATE A �p�, REVISKRI EDITION BUILDING SECTION KEY MARKS SHEET LANDSCAPE DRAe� AFF ABOVE FINISH FLOOR nitt DIMENSION WT MTERIOR REF REFERENCE ALT ALTERNATEU.Maw OX IT DE.9 LOAD RFMF ROWFORCING AM A.I MF" ON DOWN ,RST JOIST REO REUJ/RED _ SUB-CATEGORY --�---�- LJ91 - AlOD ANOUIZED ion DOOR FNT JONT REV REVISION CATEGOkY --- L1.0 PLANTING PLAN APPROX APPROXIMATE DS DOWSPOUT LL LiVE LOAD RM ROOM - -- ARCI ARC.IIITECT(URAL) DWIC DRAWING MATL MATERIAL NO ROUGh OPENING SW � AS AIRSNOMER MAX MAXIMUM ROW RIGHT OF WAY SECTI� PIF EXTERIORINSULATIONFINISH SYSTEM MECH MECHANICAL B/ BOTTOM OF E7.EY ELEVATION MFD MANUFACTURED SAC 'WSPENDED ACOUSTIC CEILING SECTION KEY (NARKS ` BD BOARD QA1CT ELECTRiCAL MFG MANUF=ACTURING SHTG SHEATHING 3 SHEET I BTWN BETNF-EN EQ EQUAL - J MGR MANUFACTURER Sim SIMILAP -CATEGORBUILDIY BLDG NG E)QST EXISTING MH MAN HOLE SPEC SPECIFiCAnoN CATEGORY KOCK BLX BLOfJ( DIP Jr E:kPMiSfON JOINT MM MINIMUM so SQUARE • � , SMEY am BENICH BLOCKING EXT EXTERIOR w MARK WdEuUS SS STATILNSS STM. TOPOOPIMDETAIL ProNded by Va t►tt10(e Consultants (I+r., AEC BOTT BOTTOMMAR!( F/$TUO, FOS FACE OF STUD MO MARK STA P7 STATION POINT � � d �,y� r �� r MO MASONRY OPENING STD STANDARD � i R C "ING PLAT,: Fl-WALL, FOW FACE OF WALL 1 MAP FLOOR DRAIN NIC NOT M CONTRACT SP ELEVATION KEY MARKS 1 t 1 through 7 Topegrophlo Survey SNEFT /I 7 � ta r--_ -- -- CATCH BASIN FDC FIRE DEPARTMENT CONNECTION 140-10 NUMEtER TJ TOP OF - SHEET TITLE: Of CAST IRON FE ET( FIKT 7TNGU1SHER NOM NOMINAL THK THICK(KM) SUB-CATEGORY CJ CONTRUL JOIkr FIN FLR FINISH FLOOR NTS NOT TO SCALE IS TUBE STEEL_ r,;TEGORY -- , G- ; I E TITLE CENTER LJNE FiN GR FINISH GRADE ---- CLO CEILINGFlR FLOOR 0/A OVERALL TYP TYF`1CAI_ i SHEET CLR CLEAR FOC FACE OF COfXNE-TE: OC ON CENTER DETAIL# ,p i CAS CORRUGATED METAL PiPE FM F01NOATION OD OUTSIDE DIAMETER UL UNDEP WRITERS LABOF`ATORIES ,Z IND O I•' CMi,I OONCRETE MASONRY UNIT FDiC FURNISH BY OIMJER INSTALL RY CONTRACTOR OHO OVER HEAD DOOR U/5 UNrXRSIDI DETAIL REFERENCE MARKS co CLEAN our FIDS FACE OF STUD OPNG OPENING: UNO UNLESS NOTED OTHOONSE EET I 001 ocx uwN FFACE of WAJJ. GPP OPPOSITE SUB- FT 'A TEG Y D I�A'W 1!N G�J CONIC CON(AETE EEE�/KOOT ' _ cow CONNECTION FTG FOOTING O/S OUTSIDE VERT VERTiBUI \ I NEST vEsrlEnn . _ CATEGORY ""`- ^�------ CONST C(NdSTRUCTiON PJ PANEL. JOINT CONT OONTJNUOUS GA GAUGE COW OORIWQATED(ION) GALV GALVANIZED it PLATE WWITH C 0NAME 1CM PtJ1M PLASTIC LAMINATE WC WATER CLOS' 7299 __-..._ CSP ktWORETE SEWER PIPE GEN GENEWD RAL PLYPLYWOOD WD wow - SUSTM FAQ CNTR CENTER OR GRADE, PVC POLY VINYL CHLORrDE W/o WiTH ROOM/SPACE IDENTIFICATION � E of j o GYP BD QYPS'JM BOARD PVMT PAVEMENT WP WATER Olt i' '- PT PRESSURE TREATED OR WATER F- 641-tct- HB HOSE BIBS wpm WFLCED W ROOM � •\_- r HHC DR HEADER DOOR WN WATER HEATER L -�� DATE: DOOR SYMBOL NUMBER tat DOOR Ni Nu HOLLOW METAL Approved .. CITY OF TIGARD How HARDWARE SEE DOOR SCHEDULE ( I l DRAWN 6Y: HMD HPM HAZARDOUS PRODUCTION MATERIAL HORIZ HORIZONTAL I CHECKED BY:TOL PPA Conditionally APProved.... _ -_�►AU.TZ�_ dor on y the work a5 desctib in. HVAC HEATMG, VENTILATION AND AIR OONDmONINC � ��I - a� SIEfT HTG �� WALL TYPE SYMBhL °"'�- .__._ �1f" PERMIT NO.•_.i2ur_;------~ See Letter to. Fo low........ ... .... I SLAB ELEVATION CHANGE .Job Ad+iro"s' By.. - 1 WINDOW TYPE ( A ) 1 d 13 190 SW 881h Pkwy `1 y� R Hl IP 98.0838 FOR C.--�_- nf 19 ' JANUAW r-AIL . �. wYww�rwrnY.-�•- r �T M a IF THIS NOTICE APPEARS CLEARER THAN THE QCT 8 1998 DOC'UFIENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11lJill 11IIIIII�II�III�I�i� �I�illl��l�lt I ii1�11��l�lll �Ill�llitlli� nirirl�Y1�1� I►I�i� �`i� �ilillt 111 I�I�i+��llw �il�ili}j+PP 11111111111111111111 Il wra(1lr�I�rc M a Juu NIII111111111111 IISIIIIIi ,1111 II1111Nt r1tlliill 11111iIiI Inl11lII llllilhl 1:11111H IIIIIriNhnrhla tfllillN Ndlnt rlpilrq 11((111 tHdn'�iTlndlltl ,.,,,. _ nR.�4II' .. ..., q�ane,e"pR'�lAt!n+lrnmr,.:. ,..... :... ,.. :. .. .. . .... ..eP�P;inR�lmwr"r_"•'*'•`1.�i°A� ■•.�- w,e� :. r 1> ^n -r — r ^� 1 2525 SW First Avenue r �^� Suite 201 �•"'r U Portland, Oregon 020 Phone: (503)299-6000 ., �. � �-�---_._.-•...___._.._._.._. ____ FAX: (5031299-.6703 t:�'�1 .,` """••- _._.__..___.__(.y.� ��[_.....-__.__.._�.....�..._.-- """ •�.._•...�, .._.__—._ ---__..",,.�•,� •yam _� — - __ ____._.. „J ..r.._._ °L-"��•-�lR...1!!!!�. :'1.��.',i■Mo��ij' r r ._. ��. �'�"w.•+_.__ _._..._---...:....-.-�,.I"�'I.flNG K �..._ .--.,+.__.._-.._........- K�■'��yy,V�r�� 5 � .-�,.-....... ■]&H EXTRUDED CONCRETE CUR) SEE CEl MIL 6/1060ONSTRUCIM00. ? - G60 EJi157 AC b - . VERTICAL CONCRETE CURB SEE DETAIL 9/106 t 530 S.W. �o yior St. Portland,0A\4-:WL1V1 --- Oregon 87205 f _ �,'� .. FAQPhone: (503)220-71'77 V 6 CONCRETE SIDEWALK SEF DETAIL '//C6 (303)224-3638 `,1 �i`� i' •} � 1 `�w ,A. \ .__._.... - _._:___..� _._- �) G � �y, _--_---- ! E �4 HANDICAP PARKING STALL SEE DETAIL 11/C6 -- / SW Oft PAWWAY 15 Exc c l - - N 02' 37' 47' E WAvc:s+rrv' 1� LANDSCAPE AREA Q 62'43' -5' _ \ ! R 119.A;4 * -' ',`. • , . 6 4" WHITE PARKING STRIPING L 131,30' \ ✓/ r~' •--�� -i '1� t )'' C .KSr .�. � \� CURB BREAK-AC TO BE FLUSH WITH CONCR'.TE SIDEWALK. `� �' _ t0 O NOT Ub ,r R - 811226' I ,� t. SLOPE SIDEWALK AT MAX. 1:12 TO MATCH - r, L 185.50' : \ + � AC W/1'EXTURED WARNING SURFACE PER AOA Rti.S'- R5 0' f R!i 0' `) t 7 T 10 EXISTING TREE TO BE SAVED / / '� �• `` f R6 u' - ,3• -._ 11 BICYCLE RACK 10 SPACES REQUIRED) M ) 24, --� 31 24 72' 1 G SEE DETAI.. IS/C6 f 1 ' 10 �C 102 5 - t 12 HANDICAP CURB RAMP. SSE DETAIL 15/C6 � 9 o- m In 1 / / PROPERTY- a1• -• - -" , 1 5' SIDEWALK. SEE DETAIL 14/C6 c 0 + ! / LINEA \ �� 1415.0'-_, - 14 5' PUBLIC SIDEWALK. SFE DETAIL 14/C6 a I ` SIDE C \ - 0 E o I / 3 a E T' STANDARD G'OMMERCIAL DRIVEWAY ENTRANCE. 'IEE 6/C5 pC W t y r % i •� 6 \ \ 2&V 16 10 ` 24: 6_ la's _T}' �� 0' 16 NEW TREES TO BE PLANTED-SEE LANDSCAPE. PLANS � J 5 � 4'' J J f --` - -- ""- - -- Q PAINTED CURB - FIRE Ar:.'ESS L+oridecnp, Architect , PLANTER WAI,M MA(W TYP 0 18 TRUfC LOADING AREA 111 S.W. OAK 5T. 14 Ski ENCLOSURE 2G0 J Portland, Oregon 9'7204 TRA Phune: (503)228-3122 pn ® TRANSFORMER PAC PLANTERx --- Arboristr\ �. (T - L-f JVLJA�AY1 - 4-owm PR ,.21 GENERATOR AASWAMS ~� 3.5' PR,�POSED S P.O. Rcik 64.1 DRIVEWAY-•A UTIIJYY _`� -- IRRIGATION CONTROL WITHIN 37RINKLER F200M Pa+tand, 97207 "F EASEMENTS - \ ?�• 0 ft me: (503 222- 7007 i +I 0 �y �Q, 4, tl 'yam,- 10, RETAINING WALL (30 MAX TW TO FG) I { �.--4' x 4' R2 5' ! WOUAW& a 1 ( '0 Q -- i TER _ ` , 4 Tlis' 1- 109 SITE DATA PAIVING SEC11ON -T � ; { I ( 1 rtYP 2 a - -- — - 15115 S.W. Sequoia ''arkway, PARKING PAVING Suite 150 !� `} TOTAL SITE AREA ��Rr 'ErOVERR Pd(503)684-0652 7� 1 a 3 I — _ __ __ } _ NORTH O F 6 8TH 5.61 A C. COMPACTED SUBGRADE PROJE�: DRIVE AISLE PAVING - 1 •. 3 18 20 3+ AC PAVEMENT OVER A � --- 9 AGGREGATE BASE OVER i _—; --� ;�� PARKING REQ'D = 435 _ COMPACTED S'UBGRADE 24 ' ` 24' - 24' 24' - 1a' BASED ON GEOTECHNICAL — PARKING PROVIDED I 9 DISABLED DATED BY QpoEnQineere, Ino-6/19/96 PARK — ; 'p — — --- — _ — 3 191 C O M PA C'; BUILDING BI y ; _� _ 5 237 STANDARD 12 1Q _ 436 TOTAL --f 2 4 2 B' 6' , . lit pts 1 L _ - RRE ACCESS NOTES { fac 7H H H H � 6+ I l i i H r a. Cj , 1l 16 ''�,• WHERE FIRE ACCESS ROf!DYVAYS ARE NOT OF SUFFICIENT �,� :i•Ls 2-STORY WIDTH TO ATE PARKED VEHICLES, NO PARKING" SIGNS SHALL BE i 9 A 2 t - r 7 16 2--3T 'p� ,p � ' INSTALLED ON ONE Oil BOTH SIDES OF THE ROADWAY AS NEEDED.(UFC SEC. 90?.2.2.5) f I 2 3 16 3 � 101 _ 61L.LJ1 I SIjNS SHALL READ 'NO AND SHALL BE I ST1ALLED WITH �A ri_EAR SPACE-- FIRE LANE VE TOW BO AWAY ONE ORS �7 '.10 D i fNEL OF _RE.:S: 12/31/97 � 9 1 SIGNS SHALL BE 12 HIGH BY 18" WIDE AND SHALL HAYSCK OR RED LETTERS AND BORDER ON A WHITE BACKGROUND.(UFC SEC. 901.4.5.(12)8(3) �`- r''' .'i - •' 1 I . ' ' �-- t3 • ' . , �-� GROUP ►AACKENZIE, 1996 p�j� �, FIRF� APPARATUS ACCESS ROADWAY CURBS SHALL BE PAINTED All RIGHTS RESERVED Loi 14 �, (� YELCO�-A�if�KED NO PARKING FJRE LANE` AT EACH 25 FEET. LETTERING SHALL THESE DRAWINGS ARE ^k PROPERTY OF x% L_.._____ HAVE A STROKE OF NOT :ESS THAN 1 WIDE BY 6' HIGH,(UFC SEC_ 901.4.5.2) GROUP IA Jt K'J%OE AND ARE NOT *+ 3 of S t� ii ---_- TO BE MANNER, WITHOUTPRIOR t h ss'`y 1 � f� �a-1 X 65�i2' 11 A.1 APPROVEDS SHALL YRA t"fEN WITHO T 2-STORY R BE INSTALLED AND OPERATIONAL PF%I TO ANY OTHER CONSTRUCTION ON THE �-_� =� 3 Q OFFICE �MNG : SITE OR SUBDIVISION. (UFC SEC. 8704 REVISIONS: N 00 I � A KNOX BOX FOR BUILDING ACCESS IS REQUIRED FOR THIS BUILDING. CLUSJNGREVI" EDITION 1' r. 23 TACT THE FIRE MARSHALLS OFFICE FOR AN APPLICATION AND c�t>E+plo DATE BLDG 11 N� �' i INSTRUCTIONS REGARDING MSTALlATION AND PlJ1GEMENT. - -^ O FF 2W.001 10/7/96 N 0 � 1 2 12396 Aookwk _._l z ,1 3 X i 17'96 �} ti 0 TREE TO BE SAVED - V� - - - - - F�� -�`-��••� O� TREE TO BE REMOVED SIDEWALK EASEMENTS S 01' 39 s Q 492.90 l " . 0 I i PROPERTY ( EJ DRIVE AISLE AC. � LINE I -•r�._._._.,_.___.__! _. _ . ..__ _ .-_.____.___._..____,__...__.- __ - PARKING AC t .� / L� ___._. _ _. . _.______- �• SHEET T1TLE:�- •—� , PCC AT DRIVEWAYS 1 EJ I � �' � ..r......- VERTICAL CURB - -� SITE PLAN N EXTRUDED CURB YELLOW PAINTED CURB - FIRE ACCESS -—.___._ ,..__ _�_ _.__.__.--. _ _-_ _ ___..._._ __ _ . ____ .. _ _ _ _ ___ __ _ __._. _ ______ _ -_ __. _ - ___..- ___---'—_ ___._.__—_ ._._ _ ..._ _—- �_ 11. ALL CURB RAMPS SHALL BE A MAXIMUM OF 6' { . i r 2• SCONEPARATE TRETO E VERIFY TREES TO 8E SAVED WITH 1 EENC�iMARK DATE: { DRAWN BY: R..IH,JMH CHECKED BY:DGL�RLF CITY OF TIGAit,D BnVCAMA1RK NUMBER 212, A BRASS DISK ON S.W. AR235.62.,.- i PKWAY, 850 gwTH OF S.W. HAMPTON, ELEVATION 238.62. - ` SHEET f,� , . 13190 SW BBtn Pkwy _ r • C� I AUP 98-1)838 .- L �, •fi 'i 4 , ,.. ., ----- Hott _ SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEIrT USED ON A SURVEY PREPARED BY WESTL.AKE CONSULTANTS INC. DATE? 621�6 1 iumicf • Y ■ 1 , 1 7-14v' i _......._�__.—. ., .✓moi:. •� ,_. � i.. _+�5. .._� �'.:.:9.,ii�"1 `!„7`t'��o: .s -i .t- •'a`, y r' IF THIS'VOTICG APPEARS CLEARER THAN THE OCT 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED 11111111111 '11 p',pl�l{�plpl! plplpl�lplplp �plllpCplplp pl�1plli�ill �� pl� plllilll 11��f�� tMoll 1IAl�f woo pil�� minu tnlbm Iiulmt mlh lhnllisi Imbrt ai?ui in4lnl. uiM6. rhnr rii11X1+nnhr nilr f 1 rr, '•If ` a •,i r � �10 I� Yc' r MAP N 1 5) J ivG + rn +n W (K GRAPHIC SC AL �' � fill _ b M r IN! K 1 IIC" 0 7 �� \ t "•7, , YPlo i 'Rolm « I r'-4:Up E I Z�fjl ••(paw •.fir .�.: I �10 � � � � �:/9 i ; � !,Y \ �/� `�;I+' yyLp� � ,`, \ * Y �,t� q �` y� fc � if y x• s ,. `" ..; _, �• j .�• (t{ to 011 �7i 1/(O' IF1,111 •••777 • [jet •• i r S. *r.. 68th ARK A 4Y N� � / .,- Y AM I I A r�r f� �1 Q q W_ !O QNp p r=• pp .` l , • ! 2 EE it; � �p f1 7[ Ors q R 1 i $q Y i K 'Iw I 2" �. t� C) W Z 4, And Ir It 14 ',• �� 9 ' g ' 'i�G atI¢i 1 c G LAI I tiv 'c- � R, �,�••/ 'r' - + Ilr! C7 I NN U 1r •r V 45 1 ,� ?r / F- Cl Z Q 01i ; �'; ; i (T + 1 1 "`.i` // ., D ILMU rh > i 1r , N = Q 74 M < LL W U �pKy N fR rn OL LL_ ak at 04 b 00 a i '� ' "' R q 4 q 4y1 w 1 . 4 MIN fat 103.41mollf P 01 1 ktg • p (��Q�() II 1 O 1 I 7t M'^ S • Z y J11 •I 1 V Air K'1� T I I N.1 a, a x G' .1 p y z +p J r Ifd T f �. .S i I I ,• ,,,� '� .� N 1rK>R s.11► ar AM ttt FROM[W"W . a f - � P mumcoIm ucv OI]ItllgTAktia NG CI AMT / f ,` �� ..•_ _. _ •, I I ,�I 1 R R R 4 I S �� •'1 Tt °0 at i Q• o, t$q R w 4,� '" • "'"'-•----•._.. ..... �q q � "+ SO7'54'4} I ` It—___� ' 9 4'� fiat *,� tr -t et'� tit •__„- _ -' � ' _ �S� �' �R1 Wool at ! `.r"'--,►...,.�,�, -K `— - _ �z -� � 5.,� W .0 A TION P R 801')W X61, PAGE 39 � � � � '� '�$ �j � +� ~t�>•+�'r' tT '"-- ! 'S'1 t; -1701'1139"W q AL at 4a 'i � _ 4 at To. al N01 3 $ R I REUNW9HE0 TO CITY OF Twmo $ t" S01,11, '9"W _ REW.UPON NO. OW Am 1[ gg �1 ,,.�_ ly—.-:LawaLw.w•.,7.•...a�i.....,....t--- ..�_ - .r _,.� _� _._ .-..- _..._._ .. .._,.. _.�....... .i......-_.. ._...r.'•..• � I alp, - � _ _� -—-•-••._.'.....�_. ...rz .� ,� � . •=� 'i � -'- AOCESS7tFST�IC?1JN PER ROOK 344,�A� �t$� _�` _'_ _ ___.__ `"'"`""- - -------. - -- - — � _...... _.... _._...._ _ _... _.�.,._ _._ ..... A$Isj . ........•........ ........... .............. . . .. ..... ,. . RA ........... .. ........ . ..... A — ` _.....�.'��. ..... ........:....... ................. ?0, 'L'tl Q........... . ...... ............ ............ ....... ......,...,...,....., A R R 111 Andes _ __ -- _____ ,00wrlr� qg� tyMtl� 4 .1... ....... ................ .............. ......... ......... ........ . ,. r. And p 14 Kim IN A ANZ ~ i I � rtE��51ERF:0 �i PROFESSIONAL- r LAN() ; I E-YOPJ w EXISTING CONDITIONS IN i_ER 1�! � I: S � �E � 1 � 20F ` 13190 S;W fi8th Pkwy ' 3 ,IUITT +�it, yip Bt!P 96 063p (E�t��J 9 of 79 1 Y i 04t#oql CSX r WAM • _ - ., „ • ,• ss i� .. ...: .: ... .. .. .. -. w .{ V' , + �,... - i.• '. ..,.. '� ..I"' J'.' '.4 e F MSI. .- .::,a"k1'_' _ - �•\ . � :. f: e_ � ,^'• - '�'�,'. IN .F,�ar� .,• ..�• tel° .3.1, —,r• � .. �v. �•:.� � ,�r,f ��tl�+�'�+�ss�r:,,a .,-,.�r�,�,: k� e � :'r�wP•�, r� , , r� iA IF THIS NOTI(•F:AP!`F.ARS ULFARER THAN THE OCT 8 1998 Ira pOCUMENT,THFIKK`UMENTISOF MARGINALQUALI'll. N1I('110FILMED 1111!11 �!!I' 1111111111111! ! !!!!!!!�!!!!!11IMM I MAN 0 I!I�i!i�111!I I '!r��j!1!�I!I I�I�i�lf i;tai ! I!I!i11�1!I!Iii!I!i!I�i!!jl I I�I�I!1�11111�1 lt11!�1�111�I�It !�I!I�Illll�li II�Illttlllllllllllltllhlnl!nthtu!Itllinnhnllnn nnlnn nnlnn nnhta i'nhnt!iitlnnhtuilm nnhut tutGtnl'utln;titminn!unlnll,uitl�utitntlltntilnluu nu!nu nnhnllnnhttt unhm nulr,�nninn!tnllut nnlntgnt�Inol.ntltm1111 Y `. � �` .f.-�,•;.-�.:',�'�.�y. e - -_ - — - .�w...�..+J�t_.ewsi-iar_dlu..u�..-•-..:n. ..moi.._ .. .. _ �„ 1�7rraa+a::-„..:,...,o.o--n,...-:.-�+� .__. . .r,wr ..,._ -_. .-v... ., , ...,..-...- ,...., rt •.. ... ,- , , ,-..,-r- .;.v,n:fr”,�rrt.�I�,q'rnn•rc min+!An+-+er.n.•w*nwarry^,�w.d,v,�..nc*P+.rvn.n-...car-etlr'!1�"�9P�!,IA14� 7'?'wgi��r .rsR'4M.w.aiw..m,w••n..r,.'r�roc.wR•!7�r�R7R'R1p .. • e , , M a, i•+ �f 2525 SW First Avenue j_WA � Suite 201 A Portl'.u►d, Oregon 872LY1 Phone: (503;219-60W FAX: (503)16`9-67t1J - _.....___ _- NUBS A&H ..._.....__._. W. r St. _ _ 15„SO S.W.SwToyl EXIST Ac - '. ROUl,W1 f�ADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS PorUond. Or on 97'205 INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ,- PAVEMENT ARE TC. BE THE SAME AS ADJACENT SIDEWALKS, CURBS. OR THE OBVIOUS Phone: (503 27.3-7:/7 GRADE Or ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES FAX (503)2'4-3/t30 � Ilk f - _.__.- -.__ ._,___..-_ _.....__ ' BETWEEN POINTS WHERE GRADES ARE GIVEN. RLUND OFF SURFACES, AVOID A/ f -(D T !F' r - ABRUPT CHANGES IN LEVELS- ROUGH (iA.'ADE U ALLOW FOR DEPTH ) - -! CONCRETE SLABS, WALKS, AND THEIR 3AaE CJURSES. + 2Af?E FOR PAVED \� ® PAVEMEN ` DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HER:'N, �R a -- - ----- --- _ DRAINAGE AS SHOW%', ALLOWING FOR TH.CKFIESS _ __ OF _...____.._ . __,. AND PROVIDE MATERIAL � a�, ' ' ' . ' __ _ '. + FINISH GRADING: ACOMPLETION OF JOB AND AFTER BACKFILLING BY a OTW_R CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. .rr j GRADING TOLERANCES: •� I j ( ROU:.'.li GRADE AT PAVED OR LANDSCAPED AREAS: :1;0.1 rT. g C} ,-" "? W FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 7. r ♦ ! 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS 10 0 ( j I („ SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORAM CLEAR`,':^E AND • FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. _ r 1 EXCAVATORS MUST COMPLY WITH O.R.S. 75-1.341 THROUGH 757.571; ,, EXCAVATOR S3 :,HALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 0 0 � t, - � � 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO Sr `` UTILITIES SHALL. BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 102 N 3. EFFECTIVE ERASION CONTROL IS REQUIRED. EROSION CONTROL DEViL`i=5 b MUST BE INSTALLED AND MAINTAINED MEETING C.Q.P. AND THE D F_Q. _= 3 `� -- �� ,"I AT ANY TIME. ORDER CORRECTIVE ACTION �1� REQUIREMENTS. C.O.P. MAY, 7 AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CON TIROL. � 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE O'� ,1 1 CONTROLLED WITHIN THE WORK SITE AND SHhI.L BE SO ROUTED THAT X, I ArjACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING Landscape Architect 'YSY TIME, ORDER n f /�/ / CORRECTIVEACTIONEM CTION AND STOPPAGENOT ADVERSEL'.' OFWORK TO ACCOMPLISH EFFECTIIVV_ yrj�,M �,AK ST f/ f DRAINAGE CONTROL. 111 S.W. OAKS Sults 200 5. ALL SPOT ELEVATIONS ARE FINISH GRAIDE, TOP OF A.C. UNLESS OTHER*MSE Portland, 0►e7on 97204 DENOTED. Phone: (503)2.28-3122 Arborist / PROP tM-D--� 'Q____ -� A8X=7M L� E THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET S P.O. Sox F40 BASED ON A SURVEY PREPARED BY WESTL AKE CONSULTANTS INC. DATED 6/21/i. Portland, Oregon 97207 Phone: (' 3)222-7007 WERE PREPARED BY GeoEnginAeen.E1A c SEE SPECIFICATIONS SECTION 02200. ��r�w_��rr ! loom 1NE�iLAK1?!6 15115 S..W.Nu� Parkway, v ! � � , � � 1 35,'ttr•-a 50 ! \+ LEGEND�D PortlarI4 Aragon 07224 }! I �) Mone: (503)664-00&1 ti PROJECT: 1 239 PROPOSED CONTOUR MANGLE�y� ___- __—_ 241j - - EXISTING CONTOUR 1 1 1E�f"il`A � /� II e 1 i - --- -- --_._ ___..__-- _. � OAK 20' TREE TO 8E SAVED PARK 0 / CONTRACTOR TO ENSURE (�- POSITIVE DRAINAGE I� j 1 ti� Q AROUND BUILDING ! SPOT ELEVATION CLhNTRA TOR f0 SHAPE ; b J — - -- TO DRA AWAY FROM —�-- -- DITCH FLOW LINE BUILD[ IF PIPE PLUGS s , t I TC TOP PCC �- ---_ I+fil` I I (`' r� l F - wa I I �. H H H H a fIf168d tA �.. I I �s I C. , Cr7�t�7VC-. I I [EXPIRE.,. 12 31 97� kL BLDG I r Q GROUP MACKEN�, 1996 1 THESE DRAWINGS ARE THE PROPERTY OF \jl 2^•,r^' GRC}UP MAMENBE AND ARE NOT n! +vv SHAPE TO 1'0 9E USED OR REI"RODUCED IN !'t i DRAIN J ! �✓ J .a WF!TTkTI PERMISSION ANY MANNER, WITHOUT PRff ( i 2-STC _ f REy]oil* - _----� ! TW _ 0 l' 01 - I I I OFFICE , 0 � o� EDITION A _._.._. 96 a ! � -23&W t �! 0 I _3 �c11n/' 17/126 --- J 1 � I _ .f' C) ----'�' p" 4 - - _ — - PROPERT N SHEET TITLE LINE �ay�� o � � � � •�� GRADING PLAN •��, _ _ ��-1'- ._._ ....._...-. _....._..,..._.«..__.._ _ `___._..._- _ _�...«_.�_._M ..._._....-___.-__ _.� _..M_-....�.._._.__..-._.�.__...._ ..�__.�_r._._�__._�..r......_-,_-—r•rr- -—-.�.....—..—r .--.-.- _..__._..__.�__._�__-._._.......-_ -..y.._.- ------ - DATE: DRAWN BY- RJH,JM1H CHE%XM BY:UGL,RLF SHEET ,� .F'�y!':• •M .h+d} N 1(�Jyp11 ryi _ �;?c' , �,.. P J'#, •a 6• ,C,<•; uV,'r f l� {'1;1.•t, �'. .� y'-' ,y. t,. - .'�., A p',?' •4T#'b i'�,., k 'Ipi � f r' •r. #� • - r . 5 • i , , qy�a ✓ C'N 2 } y a ; '� �.�......_...._. •�-�- '-."_•'1 9 . k" , I ' h A.JW � ,�4 `• JOQ M0, �Vii#65 13 190 S'V BBIh Pkwy N.I i} PUP W-0638 1 ' s MMIMr11►n1� ria qll 160 10 • lo of,9 . 1 4 1 I , ,y ..__�.........,_ ..-_�_u..r4fl...•.« .,r.r.r .�Y_r - - _._ - - __- _ _rr+r'•4._ JAN .. 1f IF THI£NOTICE APPEARS CLEARER THAN THE OLT 8 1998 [)a(:UM 'NI,THF.IX)CUMENT IS OF'MARGINA` QUALITY. MICROFI�,MEI) IjI�I�I�I�III III�I;I�I�I�I i�!�Ii��It ty�{I��t��i� I�I�IIIII(Ili �i .�� '►Illf�lli►II II1111111,111 ilillIIf�Iit IIICM mm R o111w► intim nnlliii uI!hlillmdnn afllnn Inihndnlllnl�inr111n nlllnl lalliu nnllnihnlllln nnh�11 nlhili niilltn uihni nnhifi Ilidfm ttrlillfn mhn n�++l din �a�ll 1 m tn1i1 a,1h1 unhln utllln Inil111t n , . 1 w u • $,�,, • i{�I r t1 1111 -a r raet.r mu L525 First Avenue EROSION CONTROL WNESO Bulla 20 201 r Portland, Oregon 97201 EROSION CUN ROL NOTES 1 FAX:phone:(503)299-6703 3 k__), --•^- GENERAL STATEIwENT: ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURtS `'� __�z:._ '.__ ______ ____ __ _ _ -- --^" _� . - - -�' --w __. SHALL CONFORM TO THE CURRENT EROSION PREVENTION ANU SEDiMLNT CONTROL R&N __- Zo E � 1\ --- - PLANS TECHNICAL GUIUANC:E HAND800it(FEB 194;!4). \ f / 6/'1.0 . W. / F'd ''f •'�-------- BASE MEASURES: 15M S.W. Taylor St. nu;� AC 1. Of CONSTRUCTION TIMING AND SLQUENCE. Partlarld, Oregon 97205 2. kS i ABLISH PRIMARY SITE ACCESS POINT(S) FOR CONSTRUCTION TRAFFICVE (GRAL Phone: (503)226-717' CONSTRUCTION ENTRANCE), FAX: {50.3)224 �63L3 - IM j ' 3. IDENTIFY BASE MEASURE PROTECTION, INCLUDING SEDIMENT BARRIERS AT TUE 00 L \� PROTECT EXISTING CAL'(.H IN• OF DISTURSFD AREAS AND STABILIZED CONSTRUCTION EN'T'RANCES (USE EROSION \ �� ! �- INSTALL HAYBALES OR O'TECT EXISTING CATCHBAS T AC CONTROL MAI RIX FROM CURRENT HANDOC"). �! \ j 01013AGS PER USA 8A � PAWWAY STALL HAYBALES OR S I ,_ STANDARDS TYPICAL BIOBAGS PER USA PAVEMENT 4. ESTAkILISI� MAINTENANCE PROCEDURES FOR EROSION CONTROL MEASURE ST ARDS TYPICAL (CONTRACTOR TO INSPECT BASE MEASURES F-,A.d_0WII IG STORM EVENTS). t • -- - '' _ Ys _� �_. MEASURES DURING CONSTRUCTION: x _i Ep 1. CONTINUE TO IDENTIFY THE NEED FOR ADDITIONAL SITE,SASE MEASURES AS CL_E,ARING AND OTHER DISTURBANCES OCCUR, INCLUDING TOCKPILE PROTECTION � AND SEDIMENT CONTROL. ALONG SLOPE CONI OURS. It 2. ESTABLISH AND OVER EXPUSF_D SOILS, (WET ULE EWEATHER DGROUNDING VER (WET WE'A HERMEASURES NOVEMBER IST THROIIGH APRIL 30TH), NOTE: ALL SEEDING APPLICATIONS SHALL BE COMPLETED PRIOR CON RUCTION , TO SEPTEMBER 1ST. ,' ENT ANCE I 3. MAINTENANCE PROCEDURES SHALT. BE THE SAME AS BASE MEASURES. 4. PROVIDE DUST ABATEMENT DURING DRY WEATHER. fl 0POST-CONSTRUCTION MEASURES: e � - 1 � 1. PRIOR TO FINAL ACCEPTANCE Of A 1-RO.ECT, ALL EROSION PREVENTION AND � _' I ( SEDIMENT- CONYROL MFI-''-IJRES SHALL BE INSTAL'_ED AND FUNCTIONAL. / / W � A• • �� ,, „ _� -� GRAVEL ONSTRUCT1 N NT,&.NSM Y.,• `` 4 SEDIMCNT FEN - -- l TO PREVENT MUD. TRANSPORTED > a DIRT, ROCKS, ETC., FROM PIING ONTQ ROADS •. © \. O BY MOTOR VEHICLES OR STORM WATER RUNOFF � BY CONSTRUCTING A STABILIZED CID PAD OF GRAVEL A i ENTRANCES/EXITS TO CONSTRUCTION SITES. 3 PROVIDE N T-----�.( 1 Landscape Archltet t e `� ,f ` K/ ` v`,� / PROTECTi I le ��LI15 WHEfj pTICE APPLES: w�� sr MACY e 1 O� ❑ / I AT ANY CONSTRUCTION SiTE WHERE TRAFFIC WILL BE LEAVING THE FIT AND 10+ S.W. OAK ST. - G ATCHBASIN MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR Olff_R Sulte 200 PROTECT EXISTING j I TALL HAYSTIOR ti/ ` APPROVED ACCESS POINTS. Portland„ Oregon 97204 �� / Ei AGS PER US SDARDS CAL P' % a Phone: 03)128-3122 /M � / w DESIGN CRITE'�lA,/SPED FlGATION:e• ❑ % SEE DETAIL 1, MEET C3. 7 ' I AIi1Mt Q PROP ED --- -•_J MATERIAL SHOULD BE 2' TO 4" QUARRY SPALLS. AI!SWA'IM LVJ NE / ' M P.O. Box 641 \, ITHE GRAVEL PAD SHALL BE AT LEAST 8 'INCHES THICK AND 50 FEET IN Portland, Oregon 97207 ` e I 11 a / LENGTH. WIDTH SHALL HE THE FULL WIDTH OF THE VEHICLE iNGRESS AND Phone: (503)222--7007 / I EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS le 1 \ I APPROVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION SITES.) SAWW a I 1 Qom& j f ADDiTIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN jI,T�T�Ids I `K' 4 PROPER FUNCTION OF THE PAD. O l FROM suite 150 150 Sequoia Pork:xoy, I I a`T I IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT- AND MUD Ol _ 97224 VEHICLE WHEELS SUCH THAT MUD AND DiRT TRACKING IS EODENT OFF S!;E. lona d�(503)684-•0852 t I . ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES M,%Y INCUIDE 1 �1�.�_ HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER Q I • ` l CONSTRUCTION TECHNIQUES/WGRK OPERATIONS MODIFICATIONS. WHEEL -- - 1 PROTECT ISTiNG CATCHB $IN O -- - WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD PROJECT: INSTALL_ OBAL.ES ORDRAIN I DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRiOR TO LEAVING THE TR �q OR BIOBA PER USA CONSTR,IJCTION SITE. -!` RANG ' LE STANDA TYPICAL ` \ 'I I i J a„• e ) �� P�,{ It _T 3 CONTRACTOR IS RESPONSIBLEFOR ALL MEASURES REQUIRED TO KEEP PUBLIC C0� f e CONSTRUCTION 1 PROT• ��-''" STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. V e / RNiRAPICE - - - - --- -- - - USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL PArlm I i BUT CONSTRUCTION OF A. SINGLE FAMILY/DUPLEX RESIDENCE, ON y ° - EXISTING LOTS OF' RECORD. �`� I� TEMPORARY SEDIMENT ,RENC • PURPOSE- TO U OSE: — � 0 0 � � ! TO PREVENT THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY 0 0 0 0 0 0 0 0 .'• PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF ate, X000 • icro J 0 a o -- VEIOCfTIES. 0 4 00 000 I o 0 o 000 c„ � 1 1 ..� � . . •"_, TIONS WH.I'R� �'F�AI�T_IS� LIE� e J / cOND1 _APEDOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET I RUNOFF. L.' 11 L 1 + -+ aA I 1 -• ^� AT THE TOE OF SOiL STOCK PILES. �' � ff `-ST ��NG AT INTERVALS .AS INDiCATED ON SHEET C3 ALONG THE CONTOURS OF ' LARGE DISTURBED AREAS. EXPRES:0 • ` e AT GRADE BREAKS EXCEEDING 20X �-� S ,' . 'i •J . , � © ALL RIGHTS RESERVED r FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. GROUP MAGKENZ?E, 1996 . teti ` THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE A140 ARE FF: ` SEDIMENT FENCES SHALL NOT BE: INSTALLED ACROSS STREAMS. cRA{ MANNER WITHOUT PA.ICN?T TO 8F USED OR REPRODUCED !N v i WRITTEN PERMISSION I'\ / PER C.O.P. -ST(/ 7 REVSI S. �RXE�OnSsiKate�DEADTiTE SEE DETAIL 2 SHEET C3.QH " CRIT RI l AON / ��E p l s12 KDG 11 { 01d •r I7 96 1, I • / SELECTION OF FILTER FABRIC TENSILE AND (�.1RSTING STRENGTH 1 X 10 Ff 23604 '� ( I CHARACTERISTICS DEFENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO 2 12 3 96 CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE 3 X 12/17/96 ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION iS •e I l I 2 TYP THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FiLTER SEDIMENT FENCE FABRIC SHALL CON)AIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO Q \ G 0 �- 11 PROVIDE A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF O'F TO 120'F. • 3 ___---- 1 ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER I 1 SEDIMENT RETENTION. (Z33) _ AT NO TIME SHALL. MORE THAN A ONE-FOOT DEPTH OF 'SEDIMENT BE - - --~ 23 fl 3 -, -� ~'----_ �� 4 2 ---�� ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD _ -- - �_�� / �� \.��" 246 BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES -t1G% o — - -J 0 __..•--- o � REPAIRED AND REESTABLISHED AS NEE[3ED. v >D NORM DRAIN RLEI PRAT ; SHEET TITLE: � \\ GTS TO PREVENT SEDIMENT FROM ENTERING STORM DRAiN SYSTEMS PRiOR To G4 Cq L R 0 S I 0 N PERMANENT STABILIZATION of DisTURBED AREAS. v O N T R 0 L 2" X 2" WOOD POST AT 4' O.C., STANDARD CONDLUQ.h5_.YkUE_P.RGLIIQLPLAN OR BETTER OR EQUAL ALTEPI.^I iVE: WHERE STORM DRAiN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION STEEL FENCE POST. " PLACE POSTS AT 8 -0 0/C MAX. OF THE DISTURBED DRAINAGE_ AREA. FLLJT !! FABRIC FENCE - -- -- -- 36 WIDE ROLLS ADJACENT TPTAVEDNAREASEWITH CATCH BASIN DRAINAGE TYPE CONSTRUCTION IN i., ---- - nESt�l cB.�IF- (-R A/SPECIf1CATiS�J! �( CONCRETE BLOCKS WIRE SCREEN SEE DETAIL 3 SHEET C3 FOR STORM DRAIN INLET PROTECTIDN. DATE: 5 ��p• BERMS MAY BEE, REQUIRED TO DIRECT DRAINAGE TO FLOW 1HROUGH THE Fl!.TE'RS DRAWN BY: RJH .1MN F_ M o r- GRAVEL FILTER AND PREVFNI 0YPASSiNG OF THE INLETS. AT NO TIME SHALL_ MORE THAN A ONE F007 DEPTH OF SEDIMENT BE ALLOWED 10 CHECKED BY:DGL.RLF ACCUMIA ATE AGAINST STORM DRAiN INLET PROTECTION MEASURES. SEDIMENT MUST -_-- ---=----. <<' • BE REMi 4lD AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN SHAT ~j I, THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. ICI= Ii - MIRE SCREEN OVF�2F1_nVt+ i 1 • C 3 2" TO 4" _- -- 4" MIN. RUNOFF WATER b '2"-24' TRE- URVEY iNfORMATION SHOWN AS A BACKOROUEdD SCRE;�TI ON THIS SH $ ' QUARRY SPALLS NATIVE BACKFILL BASED ON A SURVEY PREPARED BY WESTLAKE CONSULTANTS INC, DATED 6/2.1'1/96. P rG GR / E FULL WIDTH -fM �! SUBADE REINFORCEMENT ROVID - W/ SETMMENT GEOTEXTILE, AS REQU!RE_D OF INGRESS/EGRESS AREA BURY BOTTOM OF 13190 SW 69Th Pk.ry FIL%R MiLTERIAL GRAVEL LTER :, DROP IN4ET �� J0� NO SUP 96-0638 �8" MIN. DEPTH IN 4 X 6 TRENCH. --- FILTERED W.',7ER 1 W,01 ORATE --- �, 11 0139 �— ++ CONSTNIJCTKJN ENTRANCE2 SEDIMENT FENCE _.__ 3 � INLET PROT ECTM 1.1 C!, N.T.S. ` N.T.S. C � 1� J� � � � ate. .r v- -go- xe N.T.S. , , 1., _.._,__.._._ _. ...� -----_-. �._—._ -------�- —__—,-•------- __. ---------+,--.�� _-_----------.._—. _. IIS s xik1 _- 4.1i14.1. IF THIS NOTICE APPEARS 0.EARER'1 HAN THE OCT 8 1999 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M11010FILMED II111�1�1�1� I�I�I�I�I�111 Illllll�ill�l I I'll�l{I�i�ill I�t�l�t11�l11ammil 1pli 111!IlliIIIII 1 I iIli1111111111111111 Jill ilkil{1111f 111111 +OpI11111111illlll)�illll mini)nnhnl IIII�4il m�hni 111111!!1 hliial 11111111 II111111111 hnllnN IIIIiaN ullnn llllblll ilnlnn Llublll dtl�Ipl Illlb4n mILN 111111 IH11111 IbIl1i alhLN LI hll 1 I a IG , A . XXX r DPW . I UI,rn �, First Avenue N / / Suits 201 _ Portland, (h«qa� 97201 n �� --- - Phone: (503)299--6000 h�®� (503)299-8703- --- ` FAX- _As '�"" 91r�.�► _ _ _ _. - .,�_-�o"wc WA R a' 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY Or TIGARD a is $ p �� M .9 - do w -- __.__.._ _._� _ �_ -_ AND THE CAJRRENT EDITION OF THE UNIFORM PLUMBING AND UNIFORM 1530 S.W. Taylor Sit. a FYIS i 4c R. „ [NG - Portland. ' NA1IE-MENr _. - BUILDING CODE ': n 97205 FAX: 303 3)228 .71 `} 2. SANITARY SEWER MATERIALS. Phone: 3)?.28-7177 on U, v '� �__._ i, ___ _ _ ,e .__.__�_____._�._ c �►- _._ 638 INTEROR ANU WITHIN 5' OF BUILDING: CAST IRON PIPE 1-1 &W, 1 + Exls7 AC 1 OTHERAREAS: PVC CONFORMING 10 ASTM D-3034. t�,� WAY , �,- ''`� . PAVE.MFNT SHOWERY OFF'THE WORKING SET. BENDOFtS ARE E"ELBOW EQUIRD FORERALLY TlNST1ALLATION HEY DO NOT THE ow . ..� _ _ - - Si�ACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT o ky = ,. •• L" "' PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLE FE THE PROJECT. a ALL LOCATH-INS FOR WORX SH^LL BE CHECKED AND COORDINATED WITH EXISTINJ CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION /�' \ "1'� ►��^r�' I �i iF Pri-+ SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING. f /� m y_ N �+►, ' PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH l 'tl -4-4x Y JU'?ISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY I 2 4 fi" v:E �, } °D.►� ' " D GINEER IF THERE ARE ANY DISCREPANCIES. in rn:c " 4. PROVIDE CLEANOUTS AS REQUIREDiN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTION 707 AND 719, AND CHAPTER 11, SECTION 1103.04, it a 0 1 i 5. WHEN A CONNECTION TO m EmsTING PIPE IS TO BE MADE, THE CONTRACTOR , Q SHALL EXPOSE AND VEkIFY THE LOCATION AND ELEVATION OF THE EXISTING PIPE. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.. a b6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO CL \ o M COMMENCING WORK. NO11FY ENGINEER OF DISCREPANCIES. a 4 \ �0 ~ c,, r_ ---�'� --"^ F7. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST NN j r `` BE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE D.E.Q. REQUIREMENTS. THE DEQ OR THE CITY OF TIGARD MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORD:. TO ACCOMPLISH EF'rCTIVE EROSION CONTROL W./ ��_ / r \ ❑ vp I . :.. F -FECTiVE DRAINAGE CONTROL IS REl1IRED. DRAINAGE SHALL BEaCONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ILondscpe Architect .57(8 ) 42LF 61 O 1-OX MIN WAUM MAa-=279 ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING30. u ',; SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY OF TIGARD MAY, AT ANY TIME. 111 S.W. OAK ST. �, I i ORDER CORRECTIVE ACTION AND STOPPAGE: OF WORK TO ACCOMPLISH wrm Sults 200 E=•: 204 3 gpo MOTIVE DRAINAGV CONTROL Portland. Oregon 97 " J Phono: (503)228-3122 0. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STOW.' woo a I' IE-229 t ❑I DRAINPIPES BY 6' STORM LINES WITH 1X MINIMUM SLOPE. Arborist j3* O 1.0X � -22 - � � / I 34.7 8 �6 O 1. PROP _.___ -___ __j \ IE= 81 5 MIN. j L C�1 ,t ' 10. ALL STORM PIPES TO BE CONNECTED BY CONCENTRIC FITTINGS. ABSIM ITS 1OX r "� 9OLF S' O 0.7 -- P.O. Box 641 ^i l"and, Or9gon 97207 f f / 2"PVC W// BACKFLOW Pholte: (503)222-7007 i IE 228.44 12*11_1PREVENTDR SLOPE TO D' I IE � 10 1 \ DRAIN O 1 X MIN. NOTIFY ' ENGINEER OF ANY Su^1eyor DISCREPANCIES PRIOR WEMAM G TO CONSTRUCTION 001EULUmm W. i 1$115 S.W. Sequoia Parkway, o I ! Suite 150 Portland. Oregon 97224 h f I Phoni (503)684-0652 cc I 1 1 f I•, Ca - 1 1� PROJECT: IE- 9.40 ' / IE-2a4.Q7 8" �►- 4 10. 0 4.72X "ND IE-233.9 12 ) � �--�E122 1 12' _ � I ®2j37,1 1071 -+ I IEt22 .27(8 ) �T ___ I I 422 o _� STORM DRAM U I f / d (r - -- -- __ - - - - - - - SANITARY SEWER M L PAW C?0 3 ; ►.cam i j !r ', - FIRE WATER • ''° l CID � � � i' � ='� --- --- --- DOMESTIC WATER BUILDING: II„ a � I I6,. n \ --- -- -- -- - ---- - - �,- y" FIRE HYDRANT . . ._ IX MIN IE-2,� • I 4 8" O .OX - 125R ) \ _`Z IE=232.5 12 IE=232.8, 12") d C IE-233.87 ") ■ 1 3 1 00.5 t 20 LFF 12".O 3. X r 3 LF 9 .5X I • • I f I = 88 1 I 12 O 1.ox i O 1.OX -� � • • / `� •l►p z Irt1 IE 27.6 5 = i1.7 1 IE 20 "I f J / ♦ �- gI Imo-231.97 6 } I % V. , �. 50(l cr U 115 1 12. , , I A. f - 1 2- STUB til 1Y \ ! 70 G. 1.1•R ` ____C t C35 LF 1 STUB O r 3 4 ( 8" 3.9X 4' 2,1 +,I \G MARK I 1 EXPIRES: 1: 31 97 USS - o • _ - ---y O 2t r BUDOAi06 LF w ,.aX r- I. IE-227. 10 � v � I , . . . �• I I © CROUP MAGtENZtE, 1996 ! I ni s _ E-233.00(6') I TOES ALL DRAWiNGJ ARE THE PROPERTY or iRIGHTS RESERVED n YYV REPRODUCED NrPR REOO w m 2-PVC W/ BACKFLOW ( I L----- _j GROUP MACKENZIE AND ARE NOT �• ` t TO BE U0 U2 PREVENTOR SLOPE TO ' - " - _ ANY MANNER, MREHROD PRIOR DRAIN O 1X MIN. NOTIFY IE-232. 4 ) �IRITTEN PERMISSION 2-STORY 1 REVISI S: - IN ANY TOONSTDITNFdUCTION DOR ` 121 1 3 t e I 6' REVISION EDITION �� IL-4-�d ` \ IE=232.50(4' _f I I CLOSINiO DATE BLDG II ! ~` FF - zww `� IE=232.50(4')' - / ICON CONTRACTOR TO I vI I J ( 1 X 10/7/96 I ? r VERIFY SIZE AND v 2 12/3/96 96 LF 10 I -233.00(6 ) 10 LOCATION WITH N 6 1.6X , IE• 229.03(10') i T \ ONTRACTOR T J VERIFY ARCH. PLAN C2-3 3 �( 12 17 96. �"? IE-212.32(8 ) 1, ZE AND LOCATION W/ `1.4-1 i PRIOR TO j IEQ230.00(6") iE=233.00(8") CH. PLANS (TYP) a I CONSTRUCTION I w�: IZ 80 8' O OX 0 LF 8' JX =-...'.."-_ SIDEWALK EAkEMENT 13 PROPERTY InF CON ACTOR TO SHEET TITLE CHANNEL DRAINAGE a� 'c3 I 229. 12-) 12�CUL EXISTING STORM T- T-� - - -•c'-r T � T--1 ._t om T. _...T T -T ` DRAI NAG ._ ._ KLAN , �FA Irl m'-� ('; r • DATE: w*N DRAWN BY: R,:H. WH CHECKELD BY:DGL,RLF SHEET 101111111111 319 2 SW 68th Pkwy BUr A-0639 C 1►.�. � d � „' +i °Viz �, _ a ij- .r d 1'Q •r' 1 0 39 l , � _ im NO W-WJRVEY IN, R'M ATION SHOWN AS A BACKGROUND R'� SCREEN ON THIS SWEET S ` � •' BASED ON A SU � VIF Y PREPARED BY STLAKE CONSULTANTS .NC. DATED 61)98. 71t TJM 1 --------------- ` IF THIS NOTICE APPEARS CLEARER'rHAN THE OCT 81998 DOCUMENT,THE DOCUMENT IS Of MARGINAL QUALITY. MICROFILMED I"almI�a�Ili�i Ilillll�tllll I tytlili�tllll tliltlt�n) Tt��p�1 tj'�i�i�i(Ilt illlf(Ir�ll� 1111i11�t�t 1t1'Ir 1IIj111j Ntltnr unbm rnilarr nnlun unl rtdnu rrr�rr �hrn nnlr� INNIg111rlNN tnb�lr Il,n nl1 call �rnrlip"64A P.1 A1U1"&*"1wmm ox W61 diAl"69 •F it [,l , I u� 4 , , • a` ' i F r i ''y��/ /.� --' 2525 SW SUltO 201 Fjre4 Avenue Prtland, Oregon 47201 i 1 a'° •�� ,� - � ___.__..,.._ cg � - Phone. (50:3)298-8000 UTILITY NOTES 1. ALL WORK $HALL CONFORM TO THE REQUIREMENTS OF TUALATIN VALLEY T. EFFECTIVE EROSION CONTROL IS REQUIRED. E 1`ISION CONTRUL. DEVICES MUST I F �"� I` AX' (:503)299--67 ` WATER DISTRICT, THE CURRENT EDITION OF THE UNIFORI4 PLUMBING AND BE INSTALLED AND MAINTAINED MEETING CITY 07 TIGARD Apo THE D.E.Q. REQUIREMENTS. � --}`�� - C � �" .. - -~•'�`� --__ _ w -- Ccrl WA u _ LWORM BUILDING CODE. THE DFO 014 THE CITY OF TIGARD MAY, AT ANN' TIME, Vkj'R CORRECTIVE ACTION ANO 6q&`,� I STOPPAGE OF WORK f0 ACCOMPLISH EFFECI`IVE EROSION CONTROL. �� ` N� t____- __.----•-_ __.. __.... _ _._.. _ ______ _ �...____.__.,_.___.... _____ ..__ _. -_.____.__ W •�•,• Z. SANITARY SEWER MATERIALS: W. 16 e: .. 60 •1� ,,l At •y , d" W INTERIOR AND WITHIN b' OF BUILDING. CAST' WON PIPE 1530 S.W. Taylor St. 6 EFFECTIVE DRAINAGE CONTROL IS REO'JIREO. DRA!NAGI. SHALL BE / ty OTHER AREAS: PVC CONFORMING TO ASTM D-3034. CONTROLLED WITHIN THE WORK CITE AND SHALL BE SO ROUTED THAT on972 ..�.r J P�V��I j Portland, 'r�on 97205 I ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING �� (5103)228-7177 3. THE WORKING DRAhrINGS ARE GENERALLY DIAGRAMMATIC. THEY' DO NOT FAX: (5{$3)224-3638 w ( ) � �- /' OS t SYSTEM ARE NOT AUVtRSELY IMPACTED. THE CITY OF "TIGAF� MAY, A7 ANY TIME, "'--- ----- SHOW EVERY OFFSET, RENO OR ELBOW REQUIRED FOR INSTALLATION It: THE _ice Bl / `� SPACE PROVIDED. 7t:LY DO NOT SHOW EVERY DIMENSION, COMPONENT ORDER CORRECTIVE ACTION ANO STOPPAGE OF WORK TO ACCOMPLISH �y EFFECTIVE DRAINAGE CONTROL. 8•W �i PARKWAY I �. �'� EXIST PIECE, SECTION, JOINT OR FITTING REQUIRCD 'I'a COMPLETE THE PROJECT. PAVEMENT ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH ^� - - 9 DRAIN PI ES BY 6 S ORM LINES WITH 1% MINIMUM SLOPE. ED 70 THE STORM04 .. �� -',�, -. . -` - EXISTING UNDERGROUND UTILITIES L A`v NG 1 ITHIN THE LIMITS OF EXCAVATION DOWNSPOUTS SitUWN FROM THE BUILLMING ARE CONNECTED H o � , � --- /, x. - -�--.� - __.. _- - - � - -- �XI5TlNO CONDITIONS IN THE FIELD'BEFORE BE(3!)lNING CONSTRUCTION ALL DO p S7ORM P � � �i ti ' I►L I •. -• - +. tr '•- ti, SHALL BE VERIFICO AS TO CONDII!3 h, SIZE AND LOCATION BY UNCOVERING. I •• PiRUVIDING SUCH IS • ERMITTED 3Y LOCAL i UBLIC AUTHORITIES WITH 0 J 10. ALL STORM PIPES TO HE CONNECTED BY CONCENTRIC FITTINGS. g JURISDICTION, BEFORE BEGINN,'dG CONSTRUCTION. CONTRACTOR TO NOTIFY • / -- '� - _ \\ E140INEER W THERE ACor ANY DISCREPANCh:S. , Ai -4 U. CONTRACTOR SHALL _)ORDINATE THE INSTALLATION OF WATER SERVICES AND L%a) �� 4. PROVIDE CI_EANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE THE INSPECTION OF DCDA'S WITH TUAL.ATIN VALLEY WATER DISTRICT. / :1 `. .(1 4"A N �Y�1' CHAPTER 7, SECTION 70. AND 715, AICD ;:HAP TER 11, SECTION 1103.04. 12. THE DOUBLE-CHECK DETECTOR ASSEMBLY SHALL HAVV* MONITAREC TAMPER WHEN A CONNECTION TO AN EXISTING PIPE IS TO BE MADE, THE CONTRACTOR / SWITCHES ON EACH VALVE AND BE CHAINED OPEN. P on m x PPIjPE. N(;1 FLL SE'THEDVERIFY THE LOCATION AND ENGI EER OF ANN' DISCREPANCIES.. OF THE EXIS'fINO ` f..-. 1 _ ��,� �'•w Q \ 0 I 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO /7 I COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. n 0. MM Londeca Architect >AI AA 1 I � 4 SIDEWALK ADJACENT T❑ CURB WALKER MAM 111 S.W. OAK ST. I / I VALVE RISER I Suite 200 COMPLETE Portland. Oregon 97204 N K MIN 3' MIN.�PX FLANGE SIDEVALM' Phone: (503)228-3122 o v 6' MAX, Arborist V10 i` I 0 10 W;iTALL STA ARD / I 1 PROP . -D _ -- �` •4c L NE FIRE HYDRAN ASSEMBLY � IINSTAL.L 8'x6 TEE- ` -� I�`��L a� II �• l 11WITH THRUST ASLO _ y \� j - • P.O. Box 641 / •i i I "� 102 DRP IN RI)f�( POCKET , Portland, Oregon 97207 c� �- 11 INS ALL 9" C4.I / 4 Ct1. FT. MIN. Ft'orle: (503)222-7007 i r 1 ASSEMBLY \ f C I - -- �-6' DUCTILE IRON PIPE----- Sures - yor FDC •,� p 6EDUCER _ I -B" CONNECTION - - 0 / 1.0 PUBLIC LINE �•' { �\ 4 • , I USING 6"x8" - 1511'5 S.W u� Parkway, i f \ I x (¢J. TAPPING SLEEVE MEGALUG RETAUiER Y 11 2SDC WITH r G.V. GLAND (EBAA IR%D 6' GATE Sulte 150 FLG. 14.J.ALVE Pargond. Oregon 97224 CONCRETE PDrlt aQ T I BLOCK MJ x t6' FLG. TEE Phone: 503)684-0652 -- *ATER METER SEE NATE Na 1 VWD DETAIL SF102 THRUST BLOCK �• CONTRACTOR TO VERIFY 1 1 +ASDOUBLE MBLY TVWD OF102 ti Q SIZE AND LOCATION of SIDEWALK WITH PLANTER Is, MIN. �� FIRE WATER WITH SPRINKLER STRIP AT CURB 24' Mix CONTRACTOR PRIOR TO _ d 1 1111 i( CONSTRUCTION I STUB IR DATION W/O1 1/2' i I 2 I/2" DWPAW ^' y I C ORDINA WITH LAND- r ? j / /' PE Pll{{ANS PRIOR ALK 3, MDI' BRE 1K FLANGE (� ' IE=233'3 (6") CONTRACTOR TO COORDINATE CONS RUCTION _ 6 O�� G �� i CT T� �IV � LOCATION OF SANITARY � �XIS z7.!3 LF t CONNECTION TO BUILDINGY SEW41270 ' 6_SAN 2.01% 1 WITH MECHANICAL PLANS T !o_ ° 19'1 q� - - / -� PRIOR TO CONSTRUCTION. ARM 4 FT. WEF)IEc { .94112") - - - `- - ALL NOTES, NDARD x 8" : ` / 1 ,• • j ` 1 EDUCE / I ! L FDR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVI', t" I Y ANT , Jr CON CTION SPEMBLY - FOR SIZE ON SIZE USE A MJ. TAPPING SLEEVE • i� TO PUB ( LINE r 'F - Iv TALL 6" / --- - / 1 c� HXI CIBSTRUCTIDNS WITHIN 2 FT, FIRE HYDRANT �1y.MS 1181N0 6 x i r / Cv L 0 \` - STPFfY TAPPIN LEEVI 1 `� p� WITH 6 V. I ` ` Q OFF, iL�,pULDING 1 1 _ I <rIkES: 127&797 .�_� FIRE HYDRANT -� DETAIL Na. 1 , - -- - = -� BLDG i - �,,,,Utp�Sl�,>�,. � STANDARD INSTALLATION_) 1 0 1 GROUP MACKENZIE, 1996 a 4 t - e -- --- --- --- --- ------_- OO t ^-J TNAUAT lR�x TO TIALATM VALLEY YAT17t TO LOCAL PLll011ri All RIGHTS RESERVED ..--' THESE DRAWINGS ARE TIBC PROPERTY OF '+ _ N 11/2` STUB FOR C NTRACTOR TO VERIFYSIZE AND LOCATION OF 4y� n � n CR(x1P MACKEN'LIE AND ARE NOT I ' IRRIGATION Y// 1 I/2" RE WATER WITH SPRINKLER CONTRACTOR j Aa+�I1QVED l'HilFtIZONTAU TO BE USED OR REPRODUCED IN I If2'�. t RIOR TO CONSTRUCTION �, 0[TADID VOLUME OF THRUST BLOCK ANY MANNER, WTHOUT PRIOR i ryAT�f� S DCV. CONTRACTOR TO saaatMv KVIXX�,e� _ BEARING AREA OF THR_11ST BLOCKS IN SQ. FT. IN Cu. YDS. (VERTICAL) WITTEN PERMI'.SION COORDINATE WITH LANG-t 2-STOW h 1!�OR ITL.;r ►L - - - -- - -- _ ITT, BEND ANGLE �- - PLAi4S PRIOR 1 - _ FLA= a,P,� Aa/1M FITTING 45' 22 1/2° 111 1/4° REVISI_Sr-APE �c BULDM C ? TEE 90° SEND BEND HEIID BEND j "'� CONSTRUCTION \ O1F 8 SIZE SIZE 45. 22.5' 11.25° REVISION EDITION 8+3 F 6` 6.7%� I -I I/2' 1�AUBLE tl]T- 0 - 1 11 ASSEMBLY �I FLW I CL06cP1(� DATE EBUDG CONTCTOR TO COORDINATE1111 �- 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 f CT TO ( 1 J - XI TING SS I TVW BF102 j FF . �0 LOCATION Or SANITARY / a 6 2.Q 4,0 2.c 1.1 1.0 6 2.7 !J 0.4110/7/96 2.6018.) � \� CONNECTION TO BUILDING CONTR*CTOR TO COORDIN�ITE WITH MECHANICAL PANS N $� I I 9 _ 5.0 7.1 3.8 2.0 1.0 ® 4,0 1.a 016 2 �c 1 2 3 gr,, • LOCATION OF SANITARY 1 10 PR:OR TO CONSTRUCTION. / CONNECTION TO BUILDING ( r =; ! 12 - 11.3 16.0-- 8.7 4.4 2.2 12 8.5 3.2 1_3 3 X 12/17/96 WITH MECHANICAL PLANS ) ` V � � S PRIOR �,TO CONSTRUCTION ` r w IM VST�NM be m 16 20.1 29.4 15,4 - 7.8 3,9 16 i4,8 5.6 �.3 EXISTING f I I _ _ _ >flwnec r+Iaur Atmlt 2U 31.1 44,4 x'.4,0 12.3 6.2 FH i I11YL1tT>�LDIG rDlt DEPARTKIIT r _ � �TnN 24 45.2 64.0 1;14.6 17.7 8.9 _ 'E owA Arrltnvcs 6ADD[R I _.+ T. _ -_ - -,`./ - - - - ![ -- - VALUES BASED ON PW PSI WAiCR PRESSM 3 �- `E` \__ __ IN FIRE. LLL'HYSTNV I i PLAN AWE• t0oo PW SnIL D�LUR1Nf: -- -- >SA C - ' Q 1"� Y 4 �__ To cum Dx -- �E / 3 �IL� _ A I �- -�- --- - -_- -- GPM" LIE -- sTm N" _ s1rI�wAL1c a z EXISTING R.O. EASEMENT EXISTING 6° WATERLINE N TAP TO EXISTING - ___ _� `_ - 1� n N r- - - 1. 4 SHEET TITLE (+J ti ti ti O 6' WATERLINE ,il 4' O G' C-4 COORDINATE WITH T�: ..c t`) TUALATIN VALLEY - 11 - - _ I WATER DISTRIC' h r VALvi r WATER A N D T T T._ �. �,-._ _ ._ �_T T T T _ --1 1 SANITARY ---_ 1--- __ T----- r --- T _ runs Ocat VALVL BEND TEF: VERTICAL BENS TNG ROD SEWER PLAN FITTING DIIE►1 � SIZE SIZE cawrMCTmI To esT > y 4'-Ie' N6 30' BF I11IBeI�Q r>► - ►n - 5 ur m ;i 14'-15' M8 -36' m AN3d "s •Gan 'roan. T �J crn� •;.q, �, spa TO 0AYLmW an -- �._.► � NOTES, mm�, ;.1 �' _ -- - SACT� �ral miles TD]IR --- --_ ELEVATION �(•;�o, >v LOICRETt 11LOCKING Tn BE POURED AGAINST 4TH - - - �� / INTERSTATE 5 \ ( -5 ) I R) ALL TO BE CLASS 3000 D U FIRE LINE DOUBLE CHECK DETECTOR =TALL DRAYM BY: RJH,JMH �`'` UTILITY VAULT pR MEQUAL1. BILCO DOOR S1 R/,DOLE BLOCK AROUND FITTIMG, SECURE =FEET ENDS TO PREVENT ET LEGENDCHECKED BY:DGL,RLt SIZE WITH F.D.C.F,D,C. WITHOUT F.D.C.F.A.C• OR ,xEQUAL 11iiLTRATIOM CIF DIRT BETVEEN SHEET AND PIPE _ s 4 676-WA 577-VA J-5AL SEE DETAIL Nc. 200 FITTDKi PRI11R TO POURING THRUST BLOCKING SHEET 6 _687-WA 676--WA J- L 4) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS STOPM DRAIN 8- 310b-L/+ 687-VA JD-3AL FROM C ITE WITH TEMPOARY FORMS AND 106-LA JD-3AL PO.YETHE E $!FETING SEE NOTE No. 3 SANITARY SEWER FIRE WATER ` • 11l7�T OiBILYJI NMNIOVEA a1K. C491 DOMESTIC WATER DOUBLE CHECK DETAIL NMa, -� THRUST BLOCKING DETAIL No, FIRE HYDRANT a DETECTOR ASSEHBLY OO a DETAILS 20 17190 -0 68th Pkwy 1Ba or�oese •QO CLEANOUT SURVEY INFORMATION SHOWN AS A BACKGROUND 'SCREEN ON THIS SHEET IS 2.95455 � FDC { BASED ON A SURVEY PREPARED BY WESTLAKE CONS LTANTS MIC. DATED 6/21/96. ~ ,�!•�' r ..h 4 - -. C.::,.� +.R,@1t}M1F)..w +e.. I a,. •y!f,. ',+d.a%rJp 1,.._ , .. ,: S" - 76• F.. {'� .i 1SET JMA . ._ Ml1MM IF THIS NOTICE APPEARS CLEARER THAN THE (�C( S 1998 D )CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED i�l,t�t{I{IJill{IIII,II{I{I {��(I�I{i{� I�I�I{I�ill{I ISI{I{l I�ijl�h.lrlj+ii�t�rp 1�r'tP11111 III{t`1�.t�1�1 r 1111r11�rlt �glrl i�I �i l�► ul{;tn mliun nnhtn nttlnninititnt uitn ndnn nl1{nl ndlnt Ilnhtt nllut ndsr��malna tnlhnl Iln�tl Ilbtn Nllb :t M II -.tie�e�11�WWY.YfIrLr► i1,..K..uaa�«v_ i..i.�_.' Jti .Yhlr...,!"a.ua.w....44. {4fY �- __...,. �- .�.._---��.+:'dr.C.iil-- �_�e ,i_...:ry..r.ruii-...-�� .:Y.Y. ' iY• .a�"c.......,.a__� _-......._�... -._-_.._._. .____..,w........_...�r_ -�hu,_.uW. .,.u...�.-. s d rl t I : f' EllIEVELDMeff XJ} 1, M ' , ...... -'•1..11: /' '[� I('\ � '' -�� \ ' W - COWAW 5 SN Fret 2 1 Avtxluv , �,,�, j'� � �r �,-''" �/ � ..-••--/ o�ti / l` , � ��+t.Yl .1;:1 _.. ��;. °°_, t1�1 2Utc>. 1 � Portland, egos 97201 ',��' ! •'�'�' / �___.� �r / 4 ' 'rf Phone: (503)290-6000 V 1 1`I 1 1 NOTES FAX: 1503)299-6'703 FAX: 1. ALL WORK SHALL CONFORM f0 THE REQUIREMENTS OF THE CITY OF TIGARD00NffTRLK,1rM W. �__,.._ /, '! Jam--' AND THE CURRENT EDITION JF THE UNIFORM PU.IMBING AND UVIFORM 1530 S.W. Taylor St. t / 34 / Igo /`� / �- i / i BUILDING CODE. Portland. 97205 �` _/ f `'�•�.,,i -.-__._--'-------..__._.._..___•✓ : ; J _.....,_._.� Phone: (5+03)228--7177 ' \ •/� -~--- __ / Or3)2 -717 2. SANITARY SEWER MA TERIAL.S FAX: 503 224-3638 3 INTERIOR AND WITHIN 5 OF BUILDING: CAST IRON PIPE ( ) 10 _ 0 R �` /ice-� �T� _� �� / / OTHER AREAS: PVC CONFORMING TO ASTM D-3034. �,-..�..!/� 3. ZHE WORKING DRAWINGS ARE GENERALLY D1AGr�AMMATIC. THEY DO NOT �St AC "rte` �✓ SHOW EVERY OF-SET. � INSTALLATION OR ELBOW �QIlIKED FOR STALL.A7ION IN THEPA�Ut-N i r�,,..� i- ,�-- �� / /,f--- ,•;_r.,,,J /" /��----•J•,. � / SPACE. PROVIDED. THEY DO NOT SHOW EVt:RY G�MIENSIUN, COMPONENT � � �v P TION JOINT OR FITTING R TO C7. V OR /� ''� r� i'/ r �� \ /" `�/✓''� ` -� - /-'� ALL LOCATIONS FOR WORK SHALL 8E CHECKED AND COORDINATED WITH EXISTING CONDITIONS ins THE FIELD BEFORE BEGINNING •'ONSTRUCTION. EXISTING UNDERGROUND i1TILITIES LAYjNG WITHIN THE UMITS OF EXCAVATION t �� , SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, f1 PROVIDING SUCH IS PERMITTED BY FOCAL PUbUC AUTHORITIES A �r �'"/ WITH t \ '/� / ORI IES Wf A � � ` JURISDICTION, BEFORE BEGINNING L..:,jSTRUCTiOK. CONTRACTOR TO NOTifY -r i ,/. -` \ / ENGINEER IF THERE ARE ANY DiSCREr^d(,IES. 4. PROVIDE CIEANOUTS AS REQUIRED IN THE f"1Rf?ENY UNIFORM PLUMBING CODE `� CHAPTER 7, SECTION 707 AND 719, AND CH,�PTER 11, SECTION 1103.04. ti �Sr Al' I % � �� /�' /� '�' . WHEN A CONNECTION TO AN EXISTING PIPs lS 70 BE MADE, THE CONTP.ACTCR O Q PAeNr /• �/ �F�'�-. l3SHALL f EXPOSE AND VERIFY THE LOCATION AND ELEVATION OF THE EXISTING_..� PIPE. NOTIFY THE ENGINEER OF ANY DISCIE NCIES.. W 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXIT ING CONDITIONS PRIOR T I 0 1022 T AC I ` �/�✓ COMMENCING WORK. NOTIFY ENGINEER OF UISCREPANCiE.3. i VEMEN T / �' yam/ 7 EFFECTIVE EROSION CONTROL IS REQUIRED. E?0S10N CONTROL DEVICES MUST 6 BE INSTALLED AND MAINTAINED MEETING CITY OF TIGARD AND THE D.E.Q. .,__QUIREMENTS. CL ITHE DEQ OR THE CITY OF TIGARD MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND '� A !u STOPPAGE Or WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. � U � � 0� EXIST AC ; ,,` 8. EFFECTIVE DRAINAGE CONTROL iSREQUIRED. DRAINAGE SHALL BE Lpndeaope Arctlttev� , / I CONTROLLED WITHIN THE iMtJR' "TE AND SHALL BE SO ROUTED TNA Wim" MACY ADJACENT PRIVATE PROPERTti, , .;BUC PROPERTY, AND THE RECEIVING 111 S.W. OAK ST. SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY OF TIGARD MAY, AT ANY TIME. Suite 200 J� f ORDER CORRECTIVE ACTION AND FTOPPAGE OF WORK TO ACCOMPUSH r EFFECTIVE: DRAINAGE CONTROL Portland. Oregon 97 04 9. ALL DOWNSPOUTS SH1>11iM FROM THE BUILDING ARE CONNECTED TO THE STORM Phone: (503)225-3122 ' DRAIN PIPES BY 8" STORM LINFS WITH 1% MINIMUM SLOPE. Arbor:et 111111 101 L OWW I f I I ) 10. ALL STORM PIPES TO HE CONNECTED BY CONCENTRIC FITTINGS. 70 I I ` I on 97207 �% P.O. Bax 641 Portr e Phone-l d•(503)222-7007 MM 15115 S.W. Sequolo Parkway, Suite 150 Portland. Oregon 97224 ' yT NIr1c 1 j Phone: (503)684-0652 \ I w LL Z � �1,N� 1 ! ` I j ► PROJECT.___ �� a o�Zo I J A E 6 LEGEND 'THANCIE lo Tor,M DRAIN N A > S D SI W LK I I I r r -- � SANITARY SEWER --� - FIRE WATER PAI L BULDING li DOMESTIC WATER 1 I 1 N 4' HIGH CHAIN t I �,:----- -54.5 Lr 18" LINK FENCE 05.0% ( 10 PROVIDE EROSION CONii 0► t o d Ml FOR CONSTRJCTION I ( IE L224.21 ,1 OF DETENTION POND 1 i IE OUT-2244 5'N ) I I1 + EYISr` SEE SHEET C3 FOR PA QAC EROSION CONTROL Ekt STANDARD DETAIL S :205 63 LFA 180 0'f8.9X 1 E MIN. — t 1 g ! ,v I I D C 4►• } 0P412' THICK � ,tiA' CLASS 100 RIP-RAP t o I + EXPIRES: 12 31 98— ;- > AJ4 I o f ---��-- ---- z 6 I J 1 I • GRUUP MACX"NZIE, '936 2 .N. I 1' \ J f ` _J ALL RIGHTS RESERVED SEDIMENT FENCE j / I THESE DRAWINGS ARE iHL PROPERTY OF T� IYIN GROUP MACKE"E AND ARE NOT \- SANITARY STANDARD MANHOLE-- RIMm213.50t TO BE USED OR REPRODUCED IN / ' �� ! SEWER FRAME AND 11 COVER I AN" MANNER, MITHOUT PRIOR 1 ICITTEN PERMISSION EX BENG SI CEDE t -FINISH GRADE REVISI S: RFTAr Nc A 18" OVERFLOW .-- W-VISION EDITION �--� \ t t ! 1, ELEV.-210.75 N z FLAT TOP SLAB 01.010 DATE tt� _ _ , \ 1 (1) DIA. BOLTS - 1 ____10/7/96 > 2 12396 _..___ _•� - - -- 1 , t ` OTE TC1,4PER UTIUTI rh I 3 12/17/96 T--' ---- V INSTALL "CHitfN - Y - t, 9p -- o �- "'_----__ LINK GA 0 2d mm - -- to CONTR MANHOLEL� `"` _"_-------- _- `"- 65 %LF ' O ` _- - o - --_'' --• s r A --- -- - i J ---- ~"--- ,•` _` IE IN=2 2. '�~ A,� PA Wmey4 �� _-� ` �'� � T8'S wv IE=208.55 12" - -- i r ' ""_ f - --- --" - STOPW DETENTION - t — ` r- -- ---- 1 � 1 �a M (1) }�" DIA. BOLTS - -ORiF10E DIA.=12" T --�T � IE=217. 151 STORM ' __ 1 WELD ALL JOINTS WEIR ALL JOINTS _ - r"-----r�. � IE ,-FLEXIBLE COUPLING - Ii 6- SH l T- ````' r^ / �a � -- - ------- v _ r / SHFkI' TITLE: �-~-•�.�--__-_._.�_� ��-"__.�--,.,,�-•--" \ •�� n --' __ _ .._. T� '� ---_._..,r "'.�-r-..._,�_ cuAP FLEXIBLE COUPLING 6 3« `---_. `�---__ __--.-.. ..-----•~` "'-.i I,�J �__.—_-_._...._. _ -� � tin / ?r IE OUT-204.00(18 OUT 204.00(1g leg OFF—SITE COMPACTED GRANULAR ORIFICE DIA.-1.0- _ MATERIAL STORM r 1 1pWATER QUALITY ORIFICE ELEVATION- IE iN=Z04.00(18 ) DRAINAGE (BOTTOM OF ORIFICE) W31A1 MANHOLE PLAN •-�� ._._-�-�__-------.._.... ----"'-� �.-` N.T.S. 00wtINIM142 -- j ---.c.__ -------- _._. _____- _�._._.. -•••- ...__...;.- ;�..�. WATER t3UAU'fY ANIS DETENTION . DATE: DRAWN BY: RJH,JMH / CHECKED BY:DGL.RLF- >� SHEET I ,i/ 1 '1 C5• I , . *..• i 1, i'•1'.. ,. ISI�' 1 , 13190 SW RRIh Pkwy BUP 98.05',x1ti' � �r1�R�'k.„-!'i;,� *tl..a' •:5', .,' t � u.INV--_'`�/'7��,. •A of 3? ”' 1 S Joe . R'YEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THiS SH T , BASED ON A SURVEY PREPARED BY WESTLAKE CONSULTANTS INC. DATED 6/21/96. r -, Nq7 FMbt,l;, ,,.M... .. :..;R,•-«a.-:«. wdw .+i.At' r 1 •1, I IF THIS NOTICE APPEARS CLi:ARER THAN THE OCT 81998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED C-bi� i�i�i i�i�ioi�i�i�i i•ry��i�ili�i�i i�i�i��liji�� i>� T�1f��fN� �I�lllfi�i� ' �i�I�i��u�l� t#�hil �I�t��l�t Il�i�i�11�i1 ' em "ma'am inlnu nuhm Ilnbnl Fnlinn uull>tl Im1n,l nnllul md11F HIIIIII IplNll! IItIIIIi III�inl ilIFiNN Im lldl+n Winn In nldlnl 1 lahnl,.,nl - •` I !1 ' r r. -. . moo---. :.... . - .,.._..:.•...u.,.... �:.._. ....-..-._:...........,. e�=_ __.�:�.,st-'.�aw...,-.--s..i...., _ .___ L �r�. ^� :�, ,- r^""' h�.�14'4'�rw.D. �!+-�[r�.+a^.uc.�.�r•r'r�-^^wrysn.�..•+n'*np.'.<,rnr,rm•..•...�..,,n. m�.,w�,..nn .- _ .. ,. ... ,. - 7-7 77 • ,. •Yr;s4T!�Y'•$'A5Ri7SY..M['Fr�.gr.. [t _ w .�,�we C^ ,. ,. 1; _.,- ., -. .,.. ,. . ..,y.•,•,._. _ '.X. �.K.. -- •.. r�.; 4 ,•, .t ori � ... - ._.... _ ' .__ ...... _ - ,�--- r•,.r..,..5'f?Yr' - ,.. ,;•wytx.- _, . - « - ,. , rI 'WN L NOSCAPING DRAWINGS FOR NATIVE BACKFUl ` WALK p DEPTH OF LOAM C EE SPECIFICATIONS C tTtIOI,REIc1ENTS) ��s F� `� Smit@ 510 i �rst Avenue ,; 5 � ---CAUL( PIPE INTO HUB Sulo 201 STANDARD FRO& FINISHED GRADE FINISH PROPOSED PAVEMt Id l AREA MATERIALS AND DEPTHS Portland, Oregon 97201 I AND COVERGRADE ' SEE TYPICAL PAVING SECTION �_ -HINGED TRAP FAX: (503)Zg9-870; t�hOn•� (503):199-6000 LANDSCAPE AREA PAVED) AREA tiROIJT .' CONCRETE EXTENSION RING �' S INSTALL AS REQUIRED TO / 1 /r iROW"ORI WELDED CGRATE BRING MANHOLE COVER AND a—+t- FRAME. TO nESIGN PARADE - Tt,.^, 0 t, 4�o o � e ccogme�� . MAX. 3 RING, OR 12' MAX, 1 v` a ( �� ° 0 41 1/ '• EACH FACE ECCENTRIC WA14HOLE TOP _ o • • A7 EIS► C Cog LEVEL 1m3t5 S.W. Taylor St. _, h Portland, Oregon 97205 (OF F L AT 'TOP) r,c PAVING AX: (503)224-»836 STANDARD W.ANHOLE � 1• ri7� ` o U e p °' RISERS r / PAVED OR S1UL YYALJ< � �- a•1. e � . o o AREAS.OR NATIVE �� -°,� � �' z A R F 5TANDAIti) M.H. RUNGS / MAT 1tIALS IN •,o,; • • 1 - _FTPE SIZES L "" 12" O.C. LOCATED � -0 GRANULAR BACKFILL LANDSCAPED 12 VERTICAL TIDE OF (SEE SPECIFICATIONS FOR AREAS :� o`.' o �/ � .... 9 MANN 1 H 15 COMPACTION REQUIREMENTS) ... - �* 24' OFCOVERAND �y -.---- - 8 1/4 (� STEEL. ALL WELDED FLOOR. Rj - o oOV,oa. . " R Wi N • -------~ - MIN. ' EMULSION CONSTRUCTION. INSIDE 4 �° V AND OUT. 24' ROUND 3 > w :r °0000°°0.0 0°v 00° o f _---1'-0' GRANUL4R BACKFILL i o.' II 6 12 �i 0°(v 90 �0.%NIII I Soo. (SEE SFECIF'CATIONS FOR 1"-0 c INV.ER�i"�._� rr A N - --' ° •o °ti COMPACTION REQUIREMENTS) I ° . • - • ELEVATION ` ROCK -- t• T• I W W K°o\O 1 °:0000° _. OP n a f0�; '0 ��o` OPE AND I.E. VARIES NOTE SEE PLANS -71 -MIN. 2-0 COVER ON ALL PIPE 1N DRIVE AREAS. !� _ 010 -0. o °.00 Q°oo SEE UTILITY PLAN FOR PIP FIRE LINE / �� EU . jD X00":b0aG0° cl SIZE AND TYPE MAIN PIPE I PIPE 2j LYNCH TYPE CATCH 13ASIN OR EQUAL Q • 6 COMP to Ute' 0 GRAVEL_ -0 AT _.._ PO �� o..0 0 ( SOX COACTION y^u ils POURED CONCRETE BASE - 5 SACK MIX, 2 UTILITY!TRENCH -- 4 CA 1 VEl BASIN 3300 P.S.I. AT 28 DAYS N.T.S. TRE";; NOTE: WATER LINES %IALL BE Lr, ,ATED A MINIMUM OF 1!i INCHES ABOVE ( N.T.S. ,, P. O NOTES: _ SANITARY SEWER WHERE SERVICES ARE NOT HORIZONTAi_Lr SEPARATED o �iY 10 FELT. 1. SPECIFICATIONS FOR UON(�2ETE AND MISC. MATERIALS USED IN CONSTRUCTION M� SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. ri"%�srmmjiD MANHOLE I 3 .[JOINT WATERUNE TRENCH SEC,7.M c N.T.S. O.W. EASENFNT t U M FOR CURB INFORMATION ROADQiaw N.T.S. , , • SEE CURB DETAIL -IL_,. - • SECTION A-A is o0 itect WIDTH�SuwA IWAUGM lan eMACY OPE TOP OF CURB III S.W. OAK ST. Sults 200 < - _t TOP OF WOEWALK Portland, Oregon 97201 n EVEN 1MS71 PANNI" F+one: (503)22" 3122ROM loop- BROOM FINISH DGE "orlet U I �' 1 TOOLED EDGE EACH FIDE S E L.WI L�! J n SECTION 111-B A PER PANS _ _._ A180M Me. IA PAVING SECTION, CRUSHFO I T Y Portland,PJI Box ro ROCK BASE OR LANDSCAPING Ortngort 87207 r - -----CONCRETE FRAME CASANG Q_ ,a 1" MIN. CR 4r 8 Phone (503)7.22-7007 �- I-1/2' 4 • II ---- ANOUT FR4ME AND COVER EXPOSURE Dn�FN�ON Salve CONCRETE APRON ON PLAN --EXT�IpEp CONCRETE CURB ' TRUUCCK �� E nYO.V W FINISH GRADED STET IN EPOMY CEMENT �� 1 W. G CO F� COMMERCIAL DRIVEWA i `~ 4 I o� � ASPHALT PAVING 15115 SuW. Sequoia Parkway. Suite 150 I _ A ad ` A ---COMPACTED FILL Pwband. Oregon 97224 ELBOW a PAgne: (503)684-0852 -45 a ' CONCRETE WITH `ROVED SEWER LINE d CON7T7Cx_ JOINTS AT 4'-0' C.C. ROtaI' BAST PXQ.�CT: • WYE as 20'-0' O.C. �SION JOINTS AT '�'�A i 1 'tL^'t,NC LE k B e SIDE`lIIALK CC+f"ATE I N.T.S. Wru,c ® G/� 11.>GV CUf1G7 p �/ 4 d RADIUS SEE PLANS CB ' ' N.T.S. -- cccu� 1-f'�[I"U�► n /ATldd - --� FOR RAMP INFORMATION BUU>M II `y 5 �� SEE WHEELCHAIR RAMP DETAIL 1 12 a:12 1•_0" IV k-- . N.T.S. I h �Ilhl! Al1N. 1 [ FOR SIDEWALK INFORMATION "/ .;EE SIDEWALK DETAIL DISABLED SIGNAGE PER RAMP TO HAVE TEXTURED _ _-v>� ^� I O.W. ► SEMENT WARNING SURFACE PEP 090' ALUMINUM SIGN PLATE - - -- STAT;:' REQUIREMENT m 'f 1 SEE DETAIL 12/C6 DETAIL 10/C6 BLUE BACKGROUND 1 HIGH t�■,:1 DAY, .1 stir t FULL HEIGHT CURB (DO KAKI ED ENAMETE L AND 90RDER, t>. m e DPNEWAY ACCESS TO PUBLIC ROAD ASPHALT PAVING TO BE NOT SLOPE CURB) CITY OF TIGARD STANDARD DETAIL. '9V-E i FLUSH WITH CONCRETE t ur rTo•I"Upm : WASH.CO DW-203 Wim' o.•�1 Y/� �' Y to c LC S �T T]0f OC TrP. D ` G IL TOOLED EDGE 6' I' RADIUS �—, FxPIRES: 12 1 97 1/4' RADIUS _-73 30' TYP. _ PAVING SECTION !� VAN ACCESSIBLE SIGN - -- _ -� ,) (WHERE SHOWN ON PLANS) "'i'T- P ,�AcxcENnE. lsss ' TS RESERVED 'it I !1!-L�!- • �, -'I•YI- TWIT DRAWINGS ARE rAf PROPOTY OF —III— I . TT�ES� t -� e 3 1 AND SIGNAGE O C.POMPLY GALVANIZED STEEL POST r TO BE USED OR REPRODUCED IN I Ij .I I • v b GROUP ANY MAANNER, WITHOOTAPRi)R I�I-i-i I •, ISABLED SYMBOL, ORs 4°7°z�."� _- -_1---—� � CJRiTI•EN PtRI�k590N �j PAIN LAW 2. DISABLED SIGN rO BE REVISI S- v }'i SEE DETAIL 13/08 / MOUNTED TO SIDE FOR REVD" 0610N _ ► VAN ACCESS LOCATIONS i CLOMO DATE c T_ o •' O - PAINT STRIPE AND MAY BE CENTERED 3 FOR STANDARD HANDICAP SPACES. �' � �, . � x 12/3 96 \/ 1 ROCK BASE COURSE O 9' (TYPICAL) _�'-0' S'TD. 1 YPICALI T i—— 9' AST IN CE CONCRETE + NOMINAL ACCESS LOCATIONS f VAN 3 X 12771796 C PLACE CURB UTES. O1MEf•°S,uNs r HANDICAP STALL -- is HAI�ICAP PARKING SIGN 1. RAMP TEXTURING 1S TO BE DONE WITH AN EXPANDED METAL GRATE PLACED Ce N.T.S. , N.T.S. Nl101 NOTE CONCRETE SHALL BE 3000 PSI AT 26 DAYS. 6 SACK AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. PC/1'T THE LC►NG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICUL�A TO THE I MIX. SLUMP: 1 1/2 TO 3' CURD. GROOVES SHALL BE )6 DEEP AND )f WIDE. e• rROSSWALK STRIVING r 9 VERTICAL CURSrio-NNHANDCAP CURB RAMP S� MAX.M N.T.S. + - � N.T.S. a9RBRAMP } SEE NrITE 5 ROW MAX CURB JC>MNT -- 5' MIN. ---w� 1 ` STOP SIGN LOCATION SHEET TITLE MAD INSTALL 4" PVC SLEEVE I • , ,i _ __ ( 1 DIMENSION VARIES PATH NUMBER REQUIRED _ UNTIL PERMANENT SIGN c�• ;r _ I INSTALLATION) I !, «'� GALV. STD. PIPE ETA 41NTE0 GHEE . �- 70 ti r- r 3,• a COMPACTED SUBCRADE---i 2' OF 3/4'-0' BASCROCK J _. SIDEWALK ADJACENT TO CURB e •�------- - Row WIN. -------�; 6" 1 - -- PC/PT T r .r ROAD --- — PAINT TRIP �l„ I PLAN MEW � • f 'b --- 3 WOE STRIPE TYPICAL SEE NOTES .. _ -2- OF .S/4'-0" .SASERDGKR'�4--- - _. G MPAGTED SU[I^�tAOE-� I (4^FOR 8' SIDEWALK) i DAW. �' -- SIDEWALK AWAY FROM CURB 'Z-- „ --�. �T�1 FLUSHDRAWN a ;>H,,>*;�H NOTES: ��'' •, -r""•,a, 1. CONCRETE SHALL BF 3000 ?.S.I. AFTER 28 DAYS, 6 SACX MIX, SLUMP RANGE =iI - - - ' OF 1-1/2" TO 3 . I - :OGLE L_�=I r 4' P.C. CONCRETE '. ., o � ° o CI•iECKE1D ilY R � 2 PANELS TO BE 5 FEE LONG. j _ '�°u` `' SF�EET E �.. _ 3. EXPANSIJN JOINTS TO BE FLACED AT SIDES OF DRIVEWAY APPROACHES, . oc�i'o.a000U�c . . - UTIUTY VAULTS, WHEEI_CHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 2" 3/4"-0' BGG. BASEROCIC - V v .. '{ 4. FOR SIOE:'lALK ADJACENT TO THE CURS ANf1 POURED AT THE SAME LIME AS THE L♦ CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2' RADIUS, SECTION A-A al r DIA. CONC. FILL 5w SIDEWALX SHALL HAVE A MINIMUM TH1r#(NESS OF 6 INCHES IF MOUNTABLE NOTES: �A1 TO BE THE C6 CURB IS USED OR IF SIDEWALK IS INTr"_NDFO AS PORTION OF DRIVEWAY. 1, JOIV( TE MALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. iN 2@ DAYS. E AS ADJACENT r I I 1 3 OTHERWISE SIDEWALK SHALL. HAVE A MINIMUM THICKNESS OF 4 INCHES. L JOINTS SHALL BE SCRIWD 3/4- DEEP AND RAMP PANELS SHALL BE E110M. ON 4 SIDES. I- 6. DRAIN BLOCKOUTS IN CUPBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO HE PLACED OVER PIPE. �+ SkIhFAC� SMAU" HAVE �MIEbNI�Mi pIR00M FINISH. WE Mc* HANDICAPS CONCRETE SIDEWALK „ "�` in '��- 4 CITY OF TIGARD STANDARD DETAIL r,t ,',1T� I4 _ M.T.S. 13190 SW rdlh Pkwy t:t r 15 se-�,9 WASH. co. CS 350 ,. 15�/39 .�► J+ kbk r a , [ Y IF THIS NOTICE APPEARS CLEARER THAN THF, OCT 8 1998 DOCUNI',NT,THE DOCUMENT IS OF MARGINAL QUALITY. A11CROFILMED r i�i��l►I�i�i �i�Iihliii � �Ir��r�il�Ir i ��r�r�ilr�r �i�I�I��n�� m�r��nn Im►�;F�� r11��t�rrr l�111��i� �� 1rlrl��r1�� !�iln� !nllm�uuhnl oilla nn;ml �nlnu telt �ill;: �d;1fl unlnl nlntlhnllnn rn� �Ihnl IIN�III Inhl .. :. : ^. ... ... ,':xr.. H.:.b.rl.". II. .o - ,:,l„9.y.., .,i:r.l.J-s.,3,.Fl.e .0 . _.:•, -.I..:A:Ur:�@.[ .0 l..i ..,.il:'r:IL•'r'F.M1a� 1}.T,'_. .,,I�r 1 �TG • FIRM 41 S.W. Mucadam Avenue Suits 220 and. Or 97201 r Phanw WPM Pord (503)299-60G u RAX: (503)291P-6703 � �1dcN Co. S.W. ur 5 1834 To/I t I �1 ' , I'' • r. `{{ «. Y Phano: ( rgco 503 228-7"1077 FAX: (SO.S)22 4-3638 °i ,,�i�, w , r ,' ytr, W y ,tt ,I•< � �,� +� e R t +.� Zr a rC,o;.�:r, :At r 'r'r'4F MA .. F . 'r. 4 A B2` C p 3.' E 3 F G H 8 - s 210'-G' --- -- 1'-2" w r I r r rw 30'-0' - --,� - ------ _ 30-o - ------ --- --- ----_30-°----_-- -_-_-.__ 30'-0'--- _.--_ z8-to 1'-2"- 0. _ 1 r ■ • r • + r r . " r r w r �w . ■ r r r " r r w r- • r w r r , . r r w n• ■ . • r • w r .- ■ r . r 1 0' - 9'-0 5'-0 5-0 9'-0 - go-o. 5-0 5-0 9-(. - 91-0. 5-0 5-0 9-0 '- " 9'-0" 5'-0 5'-0" -0 9-0 5-0 5-0_ 9-G 9-0 5-0 5 0 >r3-0 9-0 5_or -__- - - -_ -_ -_ .- - _ . ___ -- ��--- _-- _-_ -- _- _ W-00 • . r • ■ . • r ■ ■ r w r ■ r ■ rr • r w r ■ r ■ . s r r r r • r w r • r • r • • r r w r w r ■ . • r w . • r w r w , r . • r • \ �k 9-0 4'-0' '-0 _5'-0 5-0 -0 4 -0 5 0 -6 5--.00 -9101 -0. 40 I �-0 5 0 -B 5 P -8 5-0 4!0 4-0 5-0 -6 0 - 5- -0 4-0 5--o-or-6:5--o-Z-6 5-0 -0 4-0 5-0- I 5-0 -0 4#-Om 5-0 _ I I _ i12 FT_ 04 to � � ' 2 10. 2 .4 2 d in O ` 0 8.4 Arctttir:t 1 rj Ln __-_ - ■ ,I Londec ae 1 I I I I I o a) WADY III:r _ _ b I I � ■ o Suits 200 AK ST. 1 Ar - ' 1 Portland, Oregon 97204 o I I o I Phone: (503)228-3122 :t 1 ' ■ -' r I Al boOst Ob ru o a' wL.LWeIi L C1MYE�1 142_-- '-8 11 ' 13 ----e'-4 1 4• 2•_3 1/2. ■ X:�T� i O 3 . - -a _ - O 1 0 _ Portland, i P.O. Box 641 o Oregon fl 7207 i - ----�-- I I TYP ;n Ph�ene: (503)222-7007 Aw I I Surveyor. I o A4.1 IInA - %"AA '10 P+A � � a� �A 4' 2 1 2" 5'-7" 15'-8" I MEN. N1 W-N- Is c `_ 10 I -- OiOk'8l�.TAMT�W. 108 1 �, O 109 I 113 ,� I I 1 /� 15115 S.W. Sequoia Parkway, i Suite 150 - ---_ - -- - -- -- - --- - -- - - _ _ _- _ - - - - - - 1 oIo o •I ® - --- - - - - - - - - - - - _ --SLOP - 1'-3_112; -- - 1 ----- - - - -i _ - c� - - - - - - - - - - - - - - - - - - o o Portland, 03) 9224 i - - - - - - -- - _ Phone: (:�c33)684-0852 1in 8 13 ]8 103 -21L MIN. 4'-11 '-7 1 7-9 -; -8` 8 i i ' -- - I -- I --- I _ °- PROJECT: `=� • -� - '�■ 3 TRIANGLE I SIM. ■ I PRK rCs�j 17 b 104 � I . ^�"'� , 0 13 '«TAIR I I I v' 106 10;f 16 o I W r AM u. 107 19 ( I 1 t 3 PARS r ■ 0 13 13 13 �. 5 SID I I 'ni o A7.1 13 102Y I 04 WILDING I 50-70 L4 o "� i I I I 8 _ 16'-5" I of SIM. - b,I o, 15 0 .---- ---, i j I ■ ti I I �I I 1/2 Y I A7.1 I o i I I I 'o' I I N TAm 1 XjftAMA j I I o 10 I I �a 1/2" 5 1/2' �, • PI� • Cbl �IlEAOlI 46 15 AS. 1 o TYP. 14 18 ^ o l v� I Trn. I I I I I ---- 8' I ' I l 13 . ecla. 2 ! �' 'b RIGHTS RACCKKEN o 1996 T ALL t i 1 THESE DRAMANGS ARE THE PROPERTY Of , 'r ' - - - - -- - l _ ��Y MAWT FN PE ON PRIOR MA:XENZIE AND ARE T - Tn HE USED OR REPRODUCED IN I I 5'_O. 14--we 4'- 5'-05'-0' 4'-0" '-0" 5'-0" 5'-0' 4'-0" 4'-0 5'-0■ -t0 5'-0" 4'-0" 4-: 5'-0" " 5'-0' 4'-0' 4'-0 5'-0" ' -25'-0' 4'-0" 4'-0" 5'-►T --- -•-- - 4 -0- 6'-0 6-0 0 - - -- REMSIONS: 5'-0 9'-0" 9'-0" - 5--0" 15'-0_" 9'-0" - 9'-0 5'-0" 9'-0" - " W-0" 5'-0" 5'-0" 9'-0"- - " 9'-0' - 5'-0" 5'-0" Y@' - 5'-0" 5'-0' 8'-0" 9'-0' _ 5' 5'-- I 1 - ` _.- I - I - ---- I I I I I �D I�oF1 2-2 1/2 14,: I 28'-10" 30.-0. 3° _p _ _ _ _--_30_-0 - -1 1 2 13' ,F (, 8-4 I. �.0-0 - --- 26'-100it - I !'-Z' x� 1 -- - -_ - �- _ _. -------- -- - --- 210'-0' - _ -- -. -- ------ I A B OC D E E2 1 E3 F G H El ® _4^4 rLOOR PLAN GENERAL NOTES TES 0 4 8 +o A. ALL INTERIOR DOOR JAMBS TO BE 4" FROM 1, ELEVATOR 'IT LADCaER SEE 7/A23.2 SHEET TITt,e,: INSIDE EDGE OF CORNFR U.N.O. - SEE DTL 3/A8.4 2. DOWN SPOUT i i B. ALL INTERIOR DIMENSIONS 4t INTERIOR WALLS TO BE 3. WASTE LINE - VERIFY RE:QUIRFMENTS t7F WAU. U.N.O.1 W/ MECH. CONSULTANT FIRST FLOOR eI C. ALL INTERIOR WAL.. 7,ir-e'S ' O BE PI TO UNDERSIDE OF CEILING 4. FOLDING FIRE DOOR (SEE 3,4/A8.2) PLAN D. ALL GYP 90.TTENtltAT%ww -YPE "X`U.N.O.Ij Olt 13,7A8.3j 8, WATER HEATER I E. WALL ABOVE "FOLDING FIRE DOOR' TO BE IHR TO 7, MAIL orsrRIB. VENTER STRUCTURE (SI:F I/A8.3) 8. RECESSED FIRE EXTINGUISHER CABINET - MAINTAIN I F SEE m/A8.2 FOR FLOOR FINISH TRANSITION 1 HOUR RATING O CORRIDOR (SEE 1/A8.4 SIM.) G. ONE-HOUR CEILING • COkRIDOR TO BE ADDRESSED III TENANT 9. FUTURE TENANT DOOR I IMPROVi.MENT PERMIT 10. FUTURE CORRIDOR (SEE GENERAL NOTE G) 11. FLOOR SINK 12. PILASTER. • WALL (SEE -7/A&4) 13. WALL TO BOTTOM OF STRUCTURE. SEE 1/A8.3 14. SURFACE WALK-OFF MAT DATA LEGEND - 1�. 8- THICK WALL 18. WALL WITHOU7 SOUND ATTENUATION DRAWN BY: ENR/HMD j -'- 17. DUAL LEVEL. DRINKING FOUNTAIN 18. PILASTER 0 WALL (SEE 11/A8.2) CHECKED BY:PPA/TQL 1 HP.. RATED WALL TO STRUCT. � REVEAL _----, SEE (1/A8.3) SHEET I' ` ; 19 SEE DETAIL 5/A8.4 FYRR WOOD PAN K ✓ k a y t JOB N0, rG 75 r , A2 1 13190 SW 88th?krMY ��• . - t 13UP 98'0' 18 .r, 16 of 39 ~- - - �. �_ IF THIS NOTICE APF VAR` CLEARER THAN THE OCT 8 1998 DOCUMENT,THE DOCUMENT IS GAF MARGINAL QUALITY. MICROFILMED II!I!�Ilol!I ii�l�l111l1l{I iJill 11111111111111f1r1f1l{f{f iflI{Ii1l flllf . ln1r��fl •' TII�I� �1►?IN�t{tli f1f{fly ► tlTilfpllC%J III 9 � cl mdllr mlblN NNhclr m11 Nfin nlm rs�imc Nc�Nu nNhm Imhc NrhN NdNN !cm cl�bN1 nh1+c 1dm. �N Ill' ' i .,0 a I. Y' 6. U. COWAW 4650 S.W. Macadam Avenue Suti>n 220 Pvtlond, Oregon 97201 Phorea: (503)299-6000 ' i FAX: (,503)299-,8703 R&H 00NMUCTION CO. 15.30 S.W. Taylor St. Portland, Oregon 97205 r Phone: (503)228--7177 FAX: (503)224-3638 Y� N A d2 C D 4 E 3� �\ 1001\ G H J t 3. 7 2a'1'-10' --- -- _._ -.. 30o-O' _-. --` 30'-0' 30'-0' _ 30-0" Za'-90' -._,o_Y it r a r • • .• • . • • r • • • • • w • • • • • • • • • • ► • r r . • • r v • • r • " • • ! q • , r . " r • . w ' • • 1 w • a-0 9-0 - 91-0 S-0_ 0 y-0 - 9-0 _ AW-Ob �5-0 - 9-0 o.- 9-0 5-0 5-0 9-0 - 9'-u_ 5-0 5-0 -J _ 9-r 5'-0 5-0 9-0 g-0" .5'-0 .5'--0" 9-0 9'-0 5-01' g or 5'-Ow 4'-0' 4'-0' 5'-0' S'-0' '-Ow 4'-0w 5' A" '-6'S' 0' '-R 5'-0' 4'-0' 4'-0' S'-0" '=8`5' 0' '-8 5'-Ow $'-Om 4'-0' S'-0' '-8` 0' •-8 E'- ` '-0' _ 4'-0' S`--0' '-8'S' O'' '-6 !t"-Ow '-0' 4'-0' S'-A' S'-0` '-0' 4'-0' S'-A` N P <bX �.� Now .� W 1 H� �- -- - 1 1 o .4 1 ao �i 0 i .4 I 0l o in __- a • I I I I I I - of Landscape Architect o o 0) b I -I wAlJf� MACY 111 S.W. OAK S1" I b Suite 200 Portland, Oregon 97204 a q o N Phone: (503)228-3122 I 0 Arbortet in 7 . 2'-�.3 1/2',-,3'-7 b ne t VA1.M L OWEN _ 14-2 -8 g 4 _ , 1/2' I _ �A� b _ A4.1 ---------- - ---------- -- ---------�- - - } ♦ 641 �• a Portiond. On on 97207 i I Phone: (503)222-7007 © •t I 1 206 i I I 3 I • Sulrw or v P I o in 16 in '>:, t a �_ i MEN'S N ® - 'g I 4 r - a � MLTAAMM II+1� 204 I ® (a) 205 I 1 SIM I I I 5 '�W. Sequoia Parkway, L r_2 "� °p -- _ - _-- - - r - Suite 150 ------ Portland, , 97224 7- 0 0 0 0 - - -- -- -- -- -- - -- - __-_-_- - __ -- - 'n -- - -- - - - 4 7 1 2 T-9� -- -- -- - - - _ -HALL .- - - - - -- - - -- - - __ - - - _ .-o � � I Phone: (W3)684-0652 - t0 m I _ 17 T R. I - 9 5� 78= -- r� in _ -1 1 PROJECT: 00 I a N in ® TRIANGLE SIM 1 I oaw II i f. 22 t _ 202 �j LOBBA _ i a a i 1 STAIR ( o, 2 18 203 1 6 ^ 200 i 1 0 CORPORATE I 3 PARK I 13 12 2 11 I 21 / I o BUILDING I1 I 14 I L .- ,>�L� I in -- -- --------- --- Q / -I - ,n h '-5 4'-10' 18'-5` 4 1/2. ✓�` L_ o I , I SIM. ab loe • I r y�� 7 OD I 5' '-9 1 2` - D - I iD C7�-- • w i I I I i 1 4-0 1/2 7.1 I Y N TAiNO FIJKUTANA �'�� -I I EQ EG. o os �� • 1 f 10 3 Ifi 19 '��' A81 t3 - TVP. ASA 2 O \ I I v @ GROUP MACKENZIE, 1996 1 1 I I + ALL RIGH-i5 RESERVED •- THESE DRAWNGS ARE THE PROPERTY OF 1 1 - -- - - -- - - - - - - - -- - - - - I -- I GROUP MACKENZIE AND ARE NOT i BE USED T 1 17 1 I TANY MANNER, VATHOUT PRIOR N 1 S'-Ave .4o-Owl. 4'-0 5'-0' 5'-Ow 4'-0' '-0' S'-0" 5'-0' 4'-0" 4''-0 5'-_0• 1'-2 '-10 5'-0' 4'-0' 4'-0 5'-0' - 5'-0' 4'-Owf 4'-0 5'-0" '-1 1�_2r 5'-0' 4'-Ow 4'-0" 5'-0' C WRITTEN PERawts - REVISIONS: '-0' 9'-0" 9'-0' S'-0' S'-0' 9'-0' - ' 9'-Ow 5'-0' S'-0' 9'-0' - " 9'-0" 5'-0' L''-0' 9'-0' - 9'-0" 5'-0' .5'-0' I I 5'-0" 5'-0" 9'-0' - 9'-0' S'-0' S"-0' 9'-0' 9'-0' 5'- --- 20, O' --,�- I I I I I IR, RE ISIOII cM710 1 _ 2'-2 1/2 I I I CLOSING DKIE 30'-0' 30'-0' 30'-Ow '-1 �2 1 I 13' 4" 8'-4' 30'-0" 2Q'-10w 1 �`- - 210=0 -_ - --- -1-,�• ---+---+-r'- A B C D E E2 1 E3 G El GENERAL NOTES KEYNOTES J 2ND FLOOR PLAN A. ALL INTERIOR DOOR JAMBS TO BE 4' FROM I. DOWN SPOUT SHEET TITLE - INSIDE- INSIDE EDGE OF CORNER U.N.O. - SEE DTL 3/A8.4 2. ROOF ACCESS LADDER. SEE 5/A&1 SECOND t 8. ALL INTERIOR DIMENSIONS O INTERIOR WALLS TO BE 3• MECH. SHAFT. 0 4 8 16 It OF WALL U.N.O. 4. COLUMN DETAIL FLOOR 0 p f f� s NORTH C. ALL WALL TYPES TO BE P1 TO UNDERSIDE OF CEILING W/ 5. DUAL LEVEL DRINKING FOUNTAIN! ` O O SOUND ATTENUATION U.N.O. (SLL A8.3 & 13/A&3) S. ELEVATOR P D. ALL GYP. BD. TO BE %" TYPE "X' U.N.O. 7. DIM. TO CORNER OF WALL E. WALL ABOVE 'FOLDING FIRE DOOR` TO BE IHR TO STRUCTURE (SEE 1/A8.3) S. 12' THICK WALL F. SEE 'O/A8.2 FOR FLOOR FINISH TRANSITION 9. FOLDING FIRE DOOR (SEE 3,4/AA.2) G. ONE-HOUR CEILING O CORRIDOR TO BE ADDRESSED IN TENANT 10. SEMI-RECESSED FIRE EXTINGUISHER CABINET - MAINTAIN IMPROVEMENT PERMIT 1 HOUR RATING * CORRIDOR (SEE 1/A8.4 SIM.) 11. ELECTRICAL RISER FROM BELOW 72. ROOF I4ATCH ABOVE. SEE 5/A8.1 13, WALL TO BOTTOM OF STRUCTURE. SEE 1/A8.3 14. SKYLIGHT ABOVE -- =-1 LEGEND I& 42" HIGH WALL WITH WOOD CAP (SEE 3^7.1., DATE: _ 1S. DUAL LEVEL DRINKING FOUNTAIN 17. PILASTER O WALL_ I DRAWN BY: ENR/HMD 1 HR. RATED WALL TO STRUCT. 1& RECESSED FIRE EXTINGUISHER CABINET - MAINTAIN SEE (1/A&3) 1 HOUR RATING O CORRIDOR (SEE 1/A8.4 SIM.) CHECKED BY:PPA/1•Q� 1 HR. RATED SHAFT WALL T4 STRUCT. 19. RECESSED AREA (SEE INT. ELEVATION) SHEET• SEE P2/A&3 20. FURR OUT WALL FOR FIRE SPRINKLER 21. SEE DETAIL 5/A&4 FOR WOOD PANEL REVEAL 1 22 FUTURE CORRIDOR (SEE GENERAL NOTE G) A2 . 2 � I e NO. t 13190 SW 88th Pkwy 17 o139 IE THIS NOTICE APPEARS CLEARER THAN THF, OCT 8 1998 DOCUMENT,THE DOCUMENT 1501'MARGINALQIJALITV. MICROFILMED I)��I��IIS rl�l��l��+�+ i�l��+fililr ry+�+itl+�t�+ t�i�il+��f+l+ �I�IR+�+n�� `�t+ �iil+l+�+�t� fi+i�l+��l+ �i �� +�•ir�+l+fii �I�l�l��l�i1 ' ItlluN nnitnl mibm nulnli tndtnt nt1nl l�t tttl iblp unh tulip nllnll nlrlml uhm�lIl�IIN nnllln mlhll n�nll � nrtni+t� � :r k Now /M,-..W'•'^ "WM.w+n?+«-,r.•..r,y......YyyR .nwr..--_mow.+..+, ..w. wM+MiW f` _w..r..wr.osr _..Iw.... » _ ... .........-..... ..,_.. -.{ .+...nww.wry...._.........M. ........+r'.{.M•....r..+,.�w»._.._.,r,_i,n..:+.w+ ..._rr........., .u. ..._..._ ..... y......-..r.....•....-..+......y._«w +r.••.w:.+ ....«•r..r+......... r.•+_ r..,rr+..w.-,w...-.....-..._.--------- , ... .,rw. w+ ,.+rn+...._+.r..._. rn+.+....r.'.a..rv.+.w..»-.w....+-,.+.....w...w-.......+..wiw._.x•r.,�pMYM.... .,y,�, w..... .............--.. _w_J,�rw....r..r+.+V...._-...r.+.++-..n+++w-r.^nYi�w.-'_'.'^^.__.._......+..+,_......_.............,.r-.....+...w.r.,-.r.w....w-. ++w.....w.....yr.r...r..w-w........r,...__....wrwr..»_........-...-.....w....+,......_......._..,»..nw.+"+.w....w+ yrw.ww.w..+........._......ww........w..,_,.—.._....,..»...w..w+r+ .++ GENNOWEDUEN DeWNT i 4650 S.W. Macadam Avenub Suite 22.0 -_ ----- T Portland. Oregon 97201 -- - - - - - 9-6 FAX: 6 03 0 ..._ 1 JA r CT—3- I I C ON9M C;T104V CO. '! 1530 S.W. laylor St. ST-1 ST-1 N ; Portland, Ch agon 97205 --_ -- _ -- - 08 C -2 1 _T-1 C 2 'T-1 1\jQ09 �CT--3� Phone: (503)228--7177 'l�#�El�#�il � t$ FAX: 24 3638 _ t �7 / 2 2 LoplY CT-T CT-1 -- - -- CT-2T _ ---- -- — , STAIREL V 200 ---- -- - --T & - '� O UP I I CPT-1 DOWN - 4r) GPT i I I I 103 I 2f � 1V --------- rm Q ri¢ J — ... ST-I SIC a . I —._ i _ SC I SG .06 CPT-1--� SIC I A105 wV 02 tV i - TAIR I I LD C 0 1- C I ST-1 CPT- i N 1 i 'r I �-- - _ �--_— -� Lon+'sc:opo Architect -�. I I3 1ST FLOOR 1 CORE III S W. )AK ST. I I I Suite 200 Portland, Oreyon 97204 Phone: (503)228-3122 ! CPT-1•� Arborist i WL1JAM L CNEN I �p� A89t7aAW P.O. l I � TR. Portland, Oregon 97207 ST-1 S1.-1 --- I __._ - _I e2:0!6 --- — Phone: (503)222--7007 I j 1 I I I i Surveyor I 11 WEMAKE& ti l M v r4 N 3%-,-CT-3 OOI�LTAhIP'8k PLS 2Q4 C -2 T-1 C`f�-2 T-1 205 15115 S.W. Sequoia Parkway. I I I / 1 Suite 150 ST- I tf+r`! �i#+3�.► .Lt�.1t =. zr#' £t? �: F fir. _ Portland OmanJJ 97224 "CT-2C7 2 I 7CT__1 Phone: (50384-0652 JA- GT 1 -t I PROJECT: L 4 ST-1 I i I HA I TRIANGLE EM 01� , I I I I 201 CORPORA T E _—_--_ _ 1=- PARK i rBUILDING II I i I I I I '� EV A� SC CP 1 SC i TAMIO FiN(il1'AMA E E1 E2 E3 F �� E E1 E2 E3 F OF i 2ND FLOOR PLA 3 2ND FLOOR CORE v_ 18T FLOOR PLAN _ --_ - IQ ' A�.2 ./4"�1,-O" 1/4"-f-00-0 © GROUP MACKF.NZIE, 1996 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WTHOUT PR;OR WRITTEN PERMISSION LE<jIENf) WV ------, ISIONS: I:"1901,1 EDITION j a-09ING DKIT --- -- DENOTES TRANSITION OF FLOOR MATERIALS ---------- + - SEE ROGM FINISH SCHEDULE & PRODUCT SPECIFICATIONS __�__��- • _______ li I I t 1 DOWN � � - CPT-2 CPT-2 I II I CPT-2 17' 1 � I I�-- FLOOR TILE LEGEND UP --� �--�-- ' CPT-2 TAR ` TAIR --- --- ` N2 N2 CPT-1 a CARPET TYPE #1M m WIL MLL L. ______j ! I I' CPT-2 - CARPET TYPE #2 _._ Si IEET TITLE: ST-1 - STONE TYPE #1 ST-2 a STONE TYPE #2 E N U R G E D OB f, CST--1ACCENT TITLE #1 FLOC R GT-2 " ACCENT TILE 21ST FLR STAIRS #2 2ND FLR STAIRS, #2 FINISHES CT-3 - FIELD TILE i NOTE: VERIFY TILE CUTS W/ ARCHITECT. SEE FINISH SCHEDULE FOR PRODUCT TYPE. DATE: I i I DRAWN BY: HMD KEYNOTES ' C»E� �m � PPA/TQL �. SHEET I I i 1. FULL TiLE rYP. 2. CUT TILE TO ALIGN W/ PORTAL FRAMING F1 £ 'I im No s 13190 SW 661h Pkwy ISSUED FOR om+ + ■C • ��: ��V M BUP 96.0636 19 o139 JANUARY 16' 1997 IF THIS NOT'^_G APPEARS CLEARER THAN THE 1998 DO('IIMFIIT,THE DOCUMENTIS OF MARGINAL QUALITY. MICROFILMED ►�I�I�I, ,I,I �m ,►�Niel IM11 �i��i��i� ��i� �i►i�i��i�n 1 ��n�� ►ri ��}il, ri��ti�jfl�� >>1�i��r �n�n n� } ��ti�� i��i��r>>� � ntlnit mthm ttnhtn nctlnn nnittt �nllnl: Inhn HiIIIf!illl�1111 iIlI�Iln IIIIIII nlllnli Inl{NU lfililll IIIIINN(llililii itN�lill ili�ltll Ii mtl � !�?!: .n dm I�i!nt ln11 n °` 4 J i• , .:. .: .. ... -u.: [., :_.mow .. .tee,• n.i..y.v.:i.:,e-: '.H.. nWIL. -tiY:Y'.rL_J.umi,`tia.Wr _. JE.a.:... ,. •.W.:L- — tem . ,. lL\...a-. 'J.JV:N.i:.JLi11'1v.MNLI,u.._f. •'.••_`- • ....,`.- .. .. . t =M gal 'QV DeALOPMENr 4&%0 S.W. Macadom A'v'enue Suite 220 ?artiand. Oregon 91701 Phone: (503)299-8000 FAX: (503)299-6703 R&H CONSTFACTM CO, 13311 S.W. Taylcr St. Port and, Or%jn 67205 r Phone: (503)2215-117' FAX: (603)224-'3638 o in 4 4 � 6 A B C p E 3 F G . H t ----- ---.._------ --- — 210'-00 3. -- - - -- 10-10 —— 30'-00 --- -- - --- __— Jo�O • --- ------ -- 28-10 1 -2 I I I I I I I I S 10 I 10' 10 to a 1 \a0"-6- TlbEdf T CK d 7 T CK 7 6 s� 0 y r� 7 �bECK - 7 �0r I .1 x>Ic ,� C 3300 7 ti �o TYP. TYP. nP k!a Z v1 o I I I I I I I il- WAWAL��i MACY dscape Architect 8 i _ SLOPE f SLOPE SLOPE �,OPE 111 S.W. OAK ST. � Suits 200 — --► ! .,. P SLOPE SLt7PE I Portland, Oregon 97204 Phone: (503)228-3122 I I I 4 3 Arborist As.t WtUM L OWM A880CIAIM 41 P-tlond,r Oregon 97 Kane: (503)222-7007 - zol P . d - J 5 Surveyor 4 AS.t 1. I 12 01. 4.1 0 CONKLTA Sl M I I 08.1 a.� b 15115 S.W. Sequoia Parkway, I I Suite 150 I O p _i I -`` ane ) 84-0652 Portland, Onegen 97224 MON i Ph (303 ;5 PROJECT: -_ -- --_ • SIM. I 4 � '� ,2 4 _'` �` TRIANGLE 08.1 08.1 4 TYP. •- f � CORPORATE b 5 ,1 WILDING 11 3 ng -�� 9 2 v SIM. 1 I TYP T2'-0" VERIFY ' I I TAWO FU UYAMA �fORYLAiD, Ot>�111 `j _ T ECK I T/bECK 3if7 2 �'-6r I N O N T T CR 2" I T" --IDECK GROUP MACKENt"!E, 1996 — -- ----- -- — — — — — — — - - — _ /— — — — 1 "I All RIGFITS RESERVED 1 --— — -- — — — — — — — _ — — — * THESE Dl RfiNGS ARE THE PR'JPEFIY OF �— ----- ry —' — — CROUP MAM—NZiE AND ARE NOT C — --' TO 9F USED (?R REPRODUCED IN ANY MANNER, VOTHOUT PRIOR WRITTEN PERMISSION lam, T _ I REVISI S. ---t AFv19h�PI MTM T 13 T/t I I CLOSM DATE 28-0 -2"-2 1/2 I o I I ` REM" ED1iION -0" 301-0• Y � 2J,'-10• — 30-o -1 1 z __— 130-4* 88-4- 30-o ------- ------ --- --- -- — - — --_ _ . 210'-0" _ A OB p E E1 _ �1 ROOF FLAN smEET �► : -► 1/80-1' GENERAL �J®TES K�NOTES BUILDING " 2» PROJECT A. ELEVATIONS PROVIDED ARE REFERENCED TO FINISH FLOOR 1. ROOFING MEMBRANE ROOF PLM!�1 NORTH DATUM SET AT 0'-0". ACTUAL FF ELEVATION IS 236'--0" 2. WALKWAY PROTECTION PAD - 3'-0"x3'-O" W/4Y BETWEEN PADS B. SEE MECH/UXC/PLUMBING DRAWINGS FOR R.CKOFTOP EQUIPMENT 3. ROOF TOP MECHANICAL UNIT. SEE MECHANICAL DRAWINGS AND PENETRATIONS. EQUIPMENT SHOWN (FANS, HOODS, ETC.) 4, ROOF ACCESS HATCH, SEE 5/A8.1 ON THiS DRAWING ARE FOR REFERENCE ONLY 3. CRICKET OF RIGID INSULATION C. TRIM TRAFFIC PADS AS REQ'D TO PROVIDE POSITIVE 6. EDGE OF CORNICE 1 ( DRAINAGE TO ROOF DRAINS 7. ROOF DRAIN - SPE DETAIL 9/A8.2 ( D. SEE 1/A8.1 FOR PiPE PENETRATIONS w ROOF & RIDGE t 9. VALLEY 10. OVERFLOW SCUPPE*'. SEE DETAIL 9/A8.1 11. SKYL10;f (SEE 15/AA.1) 12. NOT USED DATE: 07--31--96 4 13. LiNE OF ROOF BELOW - SEE 1/A3.2 14. '14TERNAL OVERFLOW (SLOPE ROOF INSULATION 1/4"/FT. DRAWN BY: HMD TOWARDS DF'AIN CHECKED 6Y: TQL/PPA .,1 4l .1 .w - k.1,` ..�.. ff�., i`q�•`. t � �*�-�1 ."y L y.. t�«� °..\;� " T.J �'•'i N .rte o, J ' .f_ ,i, n �'_F , '.`;i, + jh+ 'G .}1 } '.�•, SHEET " ., Irk. L d. •.a', l iii• ::.+fir` � , �+ f ' .;G. u t. .�• +y t•Y :>� ,h }.. (• r, ,f;' „; S,'�. 1�'. 1 r , ,., i, *d""yla, ,. �; ,y.. u .;,;' ' 5- 's^ 't -i, r �W'.3 . nM ,'(}'r0, ..R'''; i b-4:' , •y �, k: ,a IG�' f 3.w ..i' '� x'. ' 4 ',� , i i .'k•"� ,' i. '�.' .,1".,�. �.. -e. i ,.•}" t s rl 14:e•. ,n : 'k; . , ,.` xJ• r i��.., e�,r,; , ,�' .. r{Y d��'S'�I I �\'- /x: i '� Ir 'a bA(P. •M,..,. , p,�pl ,y rrJ;�,S. �'. . �. 1 r y4 : • 7'k i• ),� A 2 r 040 ,90 SW 691h Pkwy IiSMD FOR CSO T10lM= �� RUP 98-083L -- !! —of 39 1 ANUAW '161 =7 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,THE DCWUMENT IS OF MARGINAL QUALITY. MICROFILMED 111111111ji!I 1�1111111�1�1 III�I�I�I�I�I t1�l�l�l�i�1�1 1�11i;t111 19>Jr�(1�1,1�1 I ON am waw► 111111 n111u11 nlllnn nllbnt 1111+1"1 uttbin iulm iHihm Ieihm isilhll lnhr nnl itlitn lu►Inn uul n iinlun mthitt nldmt mil�m ntl�N in �I nn u�tn ►Itlr r .r# - .. .r�..,e, .,,:,,...:..... ---',rtl„r a- ._ . . '-___ — ... .,..,_..,.:....::...... wYrirL.;arrf - i�..rrtraruiro.n.:.—__ '• -- - :YWMr� — — -- — �. • f r. . t; •,f : t i , yl'�' .. '. ' :fv.,' :�. ,I '•' J...• r." 1. <r,l,M1i l' _ r he• h F �1 t .:; f 1r. ;il 777 �. t• s �,AL Dow n rf I r A,c'a f 50 S.W. Mac t057 .'l [ �'6 2^l0 +�� ,'�'tiY} �:a,`4, N. r.i4 ,i y ,i, rm, T .•+ ), L, }'} '+.r Ar r, • yM. '. ' ., .• },I%1,. ..� o.:;r;6 1::),Ifi.., a4 G i' q ill, :, ;., .. . ,.. ` ,.`, „. � � x ,ee'!�, .a • ,1 r.x :.M r•,r4 a"� Portland il+-egnn ti7201 .r 4T w.. �' 1". 1 ., �. ��.., IF.i'I .'tai •�.-�y, .Irl, •t i''A,P r!. + _;� �' r h .t phone: (503)2t�F-gyp r + T & f• +, .*fit ,! ^r +'"f``t' . ;:{ t• FAX: (503)299-6703 � GMENERAL NOTES rdLd:.l.. o :1' H'"`UA !r .atu, �'C n",•'A Ali E2 E3 p { .w ` '---`�• . I T. ti A. ELEVATION PROVIDER ARE REFERENCED YO�fINISH FLOOR DATUM • �. . 1 SET 0 0", ACTUAL F.F. ELEVATION !S 23'1-O B. ALL GLASS TO BE 1" INSULATED. 'rIN1E0 GLASS U.N.O.U.N.O {!� a e I C. AU. REVE, '_ DIMENSIONS ARE TO Of' 9!cVEALr U.N.O- ISM S.W. Taylor St. I G N portlond, Oregon 97205 r. phone: (503)228--7177 2 10'-00 FAX: (503)224-3638 ;^ - 0-08 I 1 YF' EIMTES ❑ -- -------- -- — ___— _ - - -- -- - __ _ -__ - - _ - ----_- - 102 N -_____- ❑ - - -- �� ❑ Ci _�:_-- --- - ❑ ❑ 1. PAINTED CONCRETE ---- ----- -- ---------- HEA _ __ - -- ------- ------ ---- - --- -- - — --- - - - r YP. b 2. E.I.F.S. CORNICE _---- 1 L -- ''-0` _ `_ 3. FINISH GRADE 10,_ ;a - --- - - - - - - - 4. L.N',S. OVER METAL ST•Uu5 L JOINT 8. CURVED `-MATS. AQOVE ENTRY n ----- ----- _---- - 7. RE^.ESS ;.'ON(.'VETE 1 --- - 1 & EXTER:CR U S FYP. 9. RGOFT01 MECH. UNITS 14'-Op -` 10. NOT USE) P - —_ -_ -_ � --_ 11. 1 -0`�1 -•E- OVERFLOW SCUPPER. SEE 9/A8.1 TYP. 8 - - ------- - -- ❑ ----- -- ---- - - - __-_�--- 7 12 1'-6"xt'-/3' BY " DEEP RECESS CONIC. / ( 13. ACOUFTIC•1L LAMINATED GLASS (HATCHED) 4 p --- ----- -- rYP. — _..— -- -- . _ - _ rYP. 14, NOT USED w .2 a -- -- 13. ` REVEAL ((SEE 7/A&I)� REVE/►L SSEE 6/AP..1) u r • 17. CLEAR ANOC ZED AL Ui OM INSULA TTD sill STOREFRONT GLAZING S�r4 EM Irl. PAINTED ALUMINUM FRAME A ENTRY ONLY Oa > � � S tD v1 �- p i roll ---- ---a-- - _ -- --� TYP. Landscape Ardiftect 5 TYP. 17 111 S.W. OAK ST, TYP. (,► Suite 200 TYP. Portland. Oregon 97204 Phone: (503)228-3112 1 WEST 6VIL.DING ELEVA`�10�1 �1 wuw��.carer A�OCIIA7® L , P.O. Box 641 I Partlarld. Orogon 97207 Phone: (503)222-7007 LAIt'€�t Cdr�.TAN11%M N G E E D C C°3 A 15115 S.W. Sequo!a Pork"yr Suite 150 Portland Oregon 97224 3 4 2 , Phanc (503)684-0852 I I I 3• I I 2 __- r TOY YF. >> !� TYP. PROJECT., - ❑ ❑ — _ ❑ — ❑ �� --- ❑ ._ ❑ ---�— — - ❑ ---. —_ T. El YP. i? T ;I lr t r t PAW r r ., IL,DI I ID b is •S ''> .t ass �••. L I t •t^S:' _i'.t >�. I I ��..T• x f t .fi 4 ; F K ] l 1 �! 1 I - ;LLL - j 7 ! , T YP Ll-1 ___ __r - -t HEAD C, a TYP. I - --- -- TYP. 1D „r . .., i'f�r_3, '-` i •- � rs- ` �+E>3 iti ...•: ,{:,,ice• 'r} �� T" f1iKU" sill Fr i I I I /AT 1 -- -----1-------- --------- ------- •----------s--- ---- ---------s--------- --------TTYP ------ ---- -------- -- --- — ------- --------- yr � -- — 5 j 4 4 71'P. TYP7 4 4 . TYP. `B cc) GROUP MACKENZIE. 1956 I ALL RIGHTS RESEROD THESE DRAVANCS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO Iti USED OR REPRODUCED IN 2 EAST 13UILDING ELEVATION ANY MANNER, WTHOUT PRIOR NRITIEN PERMISSION 1 '� REV1 $: r 41E1A" (ET'110N CL0910;64E , r Rt-V1" ED 7" I 2 6 5 4 3 2 1 1 2 ` 3 9 4 5 6 _--- SIM. — I : 9 15 9 Sim. 9 tl T ----- I I , I 7YP. I I I I --� ._,�. I r , 31 --,— ------T— _ ----- — -- sNE�ET mtE, ELEVATIONS _o. 4 ❑ ❑ c� �� - - ❑ r ❑ ❑ r 1--- HEAD j '� :i.' - fT3 '� .. 'i .i,i , },.-"• 1f;t4 4_�� a 1,�* "+ T�,{��f ��.. ._ 4 TYP. -- _' - - 1 - .t f fr :i" -- a•.d.�rf I ---' ^ ' — — 14 0 - - - -- — - ----- - ---- --__ - ---- - -- - OP. C4 FV -- - _ TYP. 8 16 7 ---- ---- - a 14-0 TYP. 8 7 TYP. n t1EAQ ---- -- - - - -. - -- TYP. HEI D.1 / I S f DAM O c 1 -- -- --- _ t• - .. f a r DRAW BY x ll3 d S 4 , vr;i m •' ' __—..__ _ *• . i - - __ r :f�!- __ /ti'I�'Y Tt! {111_':. .r. .. .. � BY: LIi�I�MD�•l � I I CHECKED eY:7F PA ----_ _ _- -- -- --- --------- ---- — ------- --------- o—o s�lEt:r f 3 8TYPL ------- -- -- - ----- --TYP. 7 — rYP. TYP. rYl'. 3 TYP, 1.3 TYP. 5 TYP. 7 I rYP. TYP, i 3 ,9 � I 3_ NORTH BUILDING ELEVATIONK�4� SOUTH BUILDING ELEVATION A3.1 i/8 _1 -0 A&I +3190 sw 88tH Pkwy 1�3�3UEC) F' ��10NSTFil1CT10N• .t06 eUP 98-0838 200139 A� " •rnr.11+• w•w.w-..+wr•• ir- N Y- rrw.a-.-._,._.ra.... +-+..+w.-....-, ••.—._rr.+-.•n-'----- w. ..-.._r.....rr.._w_r..w+ar..••+Yr+rMM'wwr.w•.r....rrw+•r+,,...+w•w,a._r.w++...q•Y_ wY• ,r.w.w.wurwwrr...•+..✓ • .-.. .....__. . _wr•.... w—Yr.,r..rrrn w..rw.r.......»„ ypMhrn+.FM .FY..IYYrr._..--.w,-.r•M••w.r-anarww+,YWW�..wYw+vwww.rwrraM.•wra.a,,,r. •. AW 107 _r•••.•r:rr•w.»rrrir_•.a.•.r-,r•_..•w-,.,w,...•.,,.rw,.r_..ww•.......•_.,+.-..w........ww wl.lww•..sw.r•I4rwr...........,..w.A..rw..rai,.-•r .,wr.•a.aww. r....rw.ti•.w......_•ar.•..w...w.+•w.-..,.,....rw_,r..u.w.. .w•.++pw+..+.•++._`.ayr„w4.•wn,w..r.a+- + w....,r_.n._.-IwV+_r IF THIS CE APPEARS CLEARER THAN THE OCT DOCUMENT,THE(DOCUMENT 1.R OF MARGINAL QUALITY. CR S 1998 MICROFILMED f I III]( MIN i�li t ��ii� l�� t�riti� �i��t �nin�f� f►1�I��)� I� wal wlaMwl► I ( I I � t � , Itutatt nnhm nllhnl�u;!hmpnlltnl ttninll minu tlltlua tll;hm nuhlu ►rinn 111NH nnluu ednlltrndnn ndnn nnhllt ltlntl Ni�nn'rmM� tt lit �� tion lnilm f1111N n I. 1 I ; V ! !,'A!.R�'/.'R'R'M"T,R'114R+PNY"Tiw- , �,�'f�0 �1M1.+ � ...:,.�.F�qp.'^^.4!•sRl.'R,1^.^",�y�.'I.vm�,'"wic1T�•lns,Awe.R•'w,`.'4fT^w�T.., ..'.wu•.►a.9,TYPI!n,'w.Y" �..v+•].'.�e!•NTw,rn�R"M1��•_.R+M ', .n r..,,. .:.-.� rw+•C.••o .+.•^inn�.'i, v ... n. v,w• e • i i :'R. _ _ _ _ ",.ItL[ - r:J:c ..'4'_- • au '.MNW'^..: ,, r+• .......�...........,..�....._....• .._....- . .._. __.. ... __.. . .... ... ,. 4 , ;.. .,, _ :4 alM�' .€_�'tip�! p �Mft 8' ♦+Ya,�rt�i +< . , �rlrvx'rre� * - . f .+...,...... .,..... „ __ ,.„.... .. ..__ ..,...,.....n_..,................__....._.,....—.�•.�•....— -..-.,r.....wti.•• ��iM-.,.wr...r.,•.•— � -- 1 ' .. ,.....�........;..' � .,' �!�'sz.,. _..,.,,.. 'tl�''�1'`9"" ,.:+`eiM,�+A'r.,.r_;� • .Np-.,.,,i.��.•�.,,tit.c^M?.•1�,5i�..!""ayw,,.'' ,......,..._.................,.. -... _. , TV ti 4650 S.W. b1aC;.:olYt Avenue , Supe 220 t. Pitons: (503)299-6(X)0 Portland, Oregon 97209 ._ FAX: (503)299-6703 r P&H CONSTRUCTION CO. 1;,►30 roylor St. , � ,. .. S.K. • .. _.F . . a,E' ',�,� r � 'r;� �•TM,r�'t� Portland,t i �u Nw h y a tk Phone: (503)228 77177 {�w, KEYNOTES FAX: (503)224--3638 --------------- 1. TEXTURED PAINTED CONCRETE - RODDA -SOUR CREAW 50 (1) CO.hn 2. TEXTURED PAINTED CONCRETE -„ RODDA 'BUTTER PECAW 1t38 (1) _ 8D 3. TEXTURED PAINTED CONCRETE - RODDA 'BEDROCK' 55 (1) 9 a n a� i Q 5� F a a V N N Dug Landscape Architect Ill S.W. OAK ST. ' uits 200 --•�� IPoortlnnd, Orem 97204 S Phone: (503)228-3122 w. Arborlut Wi.LM L WN j - rl t, ' ' ' • . . �.• ' , "• •' •• .• P.O. Box 641 II •,: �� , ,• ., • �� Portland, Oragcx 97207 •.; ,•• • r Phone: (503)222-•7007 � Surwyor . 15115 S.W. Sequoia Parkway, , Suite 150 ; •'• 1 Portland, Oregon 97224 } f•, Phone: (503)G34-0652 • . . PROJECT: ' I 'TRIANGLE 1 :� _ ' rR , . .. : I • . . • CORPORATE I ��• • ' . . . . •• . . PARK . . ' ' .' . . • •. ' •• BUILDING Ii F � _ TAM F1#p1YlWA •' •• � ,• •• i' y � ' ' •• •• r— GROUP MACKENZIE, 1995—� • ' -�^ +�„n 3 AGI. RIGHTS RESERVED s THESE DRAWINGS ARE TME PROPERTY OF + • } ;a , '. ti �+ •r• GROUP MACKENZIE ANO ARE NOT • s ti TO BE USED OR RE'kt-,JCED IN i PERMISSION ' ANY MANNER, WI'TOUT PRIOR WRITTENi . . • • � I RL11i9101! EIIITIDM � CIO�NR,Sl DATE Now , •, � •• •• -^ �— FEV13K7N EDt190N � �. —+ - - .p. �' SHEET TITh': I'AiNT r, t► 1•, �- SCHEME vA •_/ l� 3 1 1 --. f DATE: �07-31-96 j TYPICAL COLORS ELEVATION DRAWN BY: �n�/'�Mo/�o� CHECKED BY:TF PA ' 1 f2r.�1'–Or d: s•: �w �i y', SHEET '• ir' - ,�7 l.r � _I4 `x '+� , N, L :aa_Ctt M 4 � '. �'•a A 3 1 A JOB NO. e �1 -465 131(,40 SW 88th Pkttry D FOR f f3IIP 98-0838 ' 71 of 39 JANUA 7 IF THIS NOTICE APPEARS c ZARFA THAN THE OCT 8 1998 IK)CUMENT,THE DOCUMF,NT IS OF MARCINAL QUALITY. MICROFILMk.n mmii vmt am lip��i''t'-{t Illillil IAlilll Iillilill pllilildl:h�IM1�Si!11111 lII101flt Illlilll Hllil=!{IIIi{m nilN Ilnini�llilln lirlm( 111i11n uhl nNhlrl ml�an 1111�M mIIN 1N 1�1 Mt uiml tl�t inht l Y _ • _ t ' (2) PT 2x8 11 - ...._ ` - CAPFLASHING _ _ ----------- ---PT 24 Q �,,,, ...... '_- '--,PT 1x11 Q / /' •"� " pT 24 DEVELJORAUffQ EIFS CORNICE / \ -CA-' FLASHING / -- CAP FLAMING FLASHiNG �. _T per► r� 4650 2 o Macadam A-,vnu•EIFS CORNICE / -- --- Su its J 1 - EIFS CORM I -. _ f ---L7F5 CORNICE f artia: ' 0 87201 I Phare: (503 299-ti0(50 C I I - T LATE I b AT I FAX: (503)299--6703 I I T l -_.-- - - - - _-- __IL_ E -�. b b b 31`-S. - 31'--8" - � � v I * - /(� __.... rAST IN REGL.f i `;LE 14/A8.' to ----.-------- W" DRAIN W/ CUME10 0•F. SEL 9/A&2 a - - - -__ - -- d-_ I I c. I S I I I ) 153u S.W. 1 ayf« St. I AA.1 , i Aa., ' + , aw, Portland. Orogor, 97205 e. I I `" Phan•: (503)2215-7177 , BUILT-UP O �` I s:, ale ► FAX: (503)224-3638 ROOFING --_ - }• .�T. PLA __- -_-� BUILT-UP-� t_r BUILT-UP - I BUI ►-UP f - 3/4" REVEAL ` N 2ti-0 - I -- ROOFING - RJOFlNG _ Ro LNG ' . _ (SEE 6/A8.1) - --- ---- - .. �t TERNATE I t � I o �' o ! I A �REVEA --- - -- - ---- J _�k'`VE nE AL ' AL1EftNATE o` *14�UTL DECK ` - ALTERNATE 28'-0" n i ° - - A6.1 SIM. u, 3/4- REVEAL (SEE 6/A15.�) I a•. I i 1'-6"x1'--6' RECESSED AREA ,� -- 13 4"x1'-6 HELL!;SED AREA ✓,. 1'-O'xl'-6" RECESSED AREA 5/8" DENSGIASS /� S /' (3/4 DEEP) \� / ( / ) ' (1/4 DEEP) _ - -6 METAL. STUDS (NOT PRESENT AT SIM COND.) 00 • BM. SL•i STRUCT. ( _ ° IF ' ° -- 3/4" REVEAL (SEE 7/A8.1) - - fNOT PRESENT AT SIM COND.) I •' tr ` �- - --- ---coNC PANEL �• P \ �� -REVEAL' / It -REVEALF I :, a' ro 3/4 REVEAL ! 0 I SEE 6/A8.1 --�3/4- REVEAL (SEE 6/A15.1) " - 8 00 " • �� ( )' 5/a* METAL STUDS 3 5/8 METAL STUDS - -CONC PANEL 3 5/8" METALS UDS - II' �► w SPANDREL j -~ -- • 20. OC W -13 -�\ /R • 2'-0' OC W/ -13 . 1 a`li( .- • 2--U' OC W -13 BATT INSUL \•,, RE%" BATT INSUL 1 S HEAD BATT INSUL '' tr - o a 6M1. SEE STRUCT. ---_ - -- A4.1 - ------ 41 HEAD ` • 1HEAO I ` HEAU _21 ' e � REVEAL iw T 2X-0 I - -- / - - ' - LAndaccpe Architect I ---- -INSULATED ALUMINUM I I • STOREFRONT WINDOW 3/4 REVEAL (SEE :/A8.1) �,�' SUSPENDED ACOUSTICAL SUSPENDED ACOUSTILIA� - S:.'LNOED A STICAL- 111 S.W. OAK ST. SUSPENDED ACOUSTIC L CEILING SYSTEM 11 CEIUNG SYSTt7r1 SYSTEM IM SYSTEM Sults 200 CEILING SYSTEM 1 •' Portland. Oregon 97204 A0.1 � 1P SEE ELEV. FOR GLAZING � 1 Phone: (503)228-3122 0" MTL STUDS • - -- Arborle; 16. O.C. TYP. I REVEAL � REVEAL I REVEAL V.LIAM I..�� ,INSULATED ALUMINUM .M f BOTTOM TRACK SYSTEM STOREFRONT WINDOW �! I I - .---- EIFS P.-ASTER BEYOND ox 641 f - (NOT PRESENT • SIM (..t)ND.) 6� 20 G� METAL STUDS. Portland, Oregon 97207 SEGMENTED GLAZING. I ATTACH i0 CONC PANEL W1 Phooe: (503)222-7007 SEE ELEV. FOR GLAZING ----SEE ELEV. FOR GLAZING I ,► w)3(2) .1� 0CLPOW ER DRIVE ANCHORS I AND (2) #10 S.M.S. Surveyor ' I y ` °: .; -5/8" EXTER104 GRADE GYP BD -T $ 15115 S.W. Sequoia Parkway, I I I I Suite 150 1 Q 16 4111r.000r --1}�" EIFS PinePortla:8•(503)684972 -n6- PROJECT: -SILL - _ SILL I .• � _�_�2EVEAL_. �A�� COMPOSITE CONCRETE/� '•`•' METAL DECK. SEE ,'' 3/4" REVEAL (SEE 7/A8.1 ` • ) , , 3/4 REVEAL (S� 7/A8,1) STRUCT. -� CO TE COMPOSITE CONCRETE 2 a COMPOSIT CONCRETE/ I1p COMPOSITE CONCRETE/ , / I METAL DECK, SEE 1p METAL DECO(, SEE • ' ar PAR A*T'AL DECK, SEE A8•2 STRUCT. •� aur STRUCT. I BUILDING II y STRUCT. -- SILL FLASHING 3/4" REVEAL (SEE 7/A8.1) •s' ' ' 3/4' REVEAL 14'-O-0 - q REVEAL �-114_' 0 Q REVEAL 11,4'-0�", REVEAL..,' T FIN. FLR. ' 1 (SEE 6/A8.1) 7 FIN, FLT, ►•' ; T FIN. FLR• ` :'. 3 4 REVEAL SEE 7 A81 o / ( / ) � REVEALREVEAL~ •... -1 i° __-_._ ._ --- � RE VEAL 10 ,.j I° + � • j j ° I° I to i. { I BM. SEE STRUCT. 10 d 10 10 e . o TAS FUKUYAYA I \ .""TING AS REQ'D ----� - -- \ E.I.F.S. • CURVE WALL • ' at 7U I • OA 1i • I 6A1. S15 STRUCT. - - � ` ~' I ° 3/4" REVEAL (SEE 6/A8.1) 3/4" REVEAL (SEE 6/A81) 10'-0" A0.1 REVEAL Aa.1 I Ire r ,REVEAL •. _b_. _ I GROUP MRESF IE, 1996 ' r -- "• . Au GROUPRMACKENZIEE AND DARE NOT I - � � � ,••r � � � At THESE DRAMANGS ARE THE PROPERTY OF • TO BE USED OR REPRODUCED IN DRIP ', , 1HEAD _311I HEAD L REVEAL ANY MANNER, W',4OU7 PRIOR - - ------ _.._- - --- E.LF'.S. - - .•:' - 1K ITTEN f RMI5SION REVISI S -� " DENSGLASS 3/4" REVEAL (SEE 7/A8.1) SUSPENDED ACOUSTICAL SUSPENCED A S71CAL ', IaEVS7�ON EMMON CEILIN;; SYSTEM CEILING .SYSTEM I CLOSING DAZE SHIM AS REQ'O A5,2 SUSPENDED ACOUSTICAL f EVEAL - G.B. CEILING. SEE CEILING SYSTEM - SIM I REFLECTED CEILING PLAN - - I 3/4' REVEAL (SEE 7/A8.1) I .•'•;� 3y'4' REVEAL (SEE 7/A8.1) I - 3/4" REVEAL (SEE 7/A8.1) •' m I .. •; I I A•1 -- - 3 5/8" METAL STUDS 16 `. r SHEET TITLE: • 2'-0" OC AS.1 3 5/8" METAL_ STUDS W/ R-13 BATT INSUL " WALL • 2--0 OC . . RO VEAL SECTION'S SILL ;�,./ SILL W/ R-1.3 BATT ONS_':_ � ' ---- - ---- ` Crm C SI AB 1 ---COPIC SLAB I • `+ - '. SURFACE WALK-OFF MAT FREE-DRAINING IEE--DR,UN TNG AIr-1- .. /-- - aQ / GRANULAR MATERIAL I `� ` . d �, GRANULAR MATERIAL I F. �- COf;C SLABoe 1 6" GRAVEL MOWING STRIP ° " GRAVEL MOWING STRIP I 0'-0" _ FIM. FLT - - --- _ ----- -- 0'-0" Y FINISH FL 0'••-0" FINISH FL% ' 0'-0" FINISH FLT. T FIN.� FIN. FlR. b d 4x PT EDGE BOARD ' ' 4x PT EDGE BOARD - FIN. FLR. F7M, FLT. d u ..• •• ,• .v pp • . �--_ -- - , ,e .."',- SEALANT DATE: 'A M 0911 C1 9 •! r.'. noQnnore n ±n ondf n.nr; r ±� �nSoUo-n ' r ---- -'4x PT EDG£ GUARD DRAWN BY: CHECXED BY. w > + ,�- CCNC FTG FOR METAL c- FTEF DRAINING �� - ------ -- -- FOOTING - SEE FNDM PLAN STUDS AND EIFS GRANULAR MATERIAL •1` FOR SIZE 8r REINF ' 7 77 TYf^ UNO t e . •. ��' ••• TYP UNO f . 1 TYP UNfl S 1 •? '• • .�. �. •w3: A3e2 1 • ��-NATURAL SOILS OR STRUCTURAL FILL_ �iWALL SECTION AT ENTRY -"),Ty WALL SECTION � _-� �T�YP WALL S o"M _ 11V�►LL SECTION �A COIVB'T�IICTION� �-��_�' 13190 SW 881h Pkwv 314 =1'-0" (NORTH AI SOUTH WALLS) 3/4 �1'-0 (E-A ST Y4+)rS 7 WALLS) 4 �1 -0 � / EAST WALL AT EIFS PILASTER �� BUP 98-0838 "•� JAWARY �, 7 -�^ -� 22 of 39 IF THIS NOTICE APPEARS CLEARER THAN THF ()(,`� g 1998 DOC,IMENT,',r DOCUMENT IS OF MARGINAL QU..I.tTv. MICROFILMED �1�i!Iilol�l I�,I�l��I Ii iliiili�ilili i�ilili�tiili• iliiil��tl�li ti��iltit � i{Iiti�i�ii Iilill�Ill{iii Ii�ltiili{��tIl.i{tiitt�t,11 i�iit,t�lii(I I{t�t{Ijl�f{1 - !nt ria rr116 lllrin I1111nv 1 �plln►Ihnlll�n Ilil6ul I►11Inu nllltln t1n1.u1 Ildnu mrlolu �Ilnn nlllnl! Ildlnahndnu tlbnt mll11I1 ll!1l1111 nllllln nldua t1>llnn llilrnl meq 1111ta a ►�: ,., i' I MT f> $.� _„ _ ... .'Nd ... n:,.. ... .... - .. .. .. _ ._ ,. .... n .. :. •P'cR'i.., Y t ...,Y T .. R. «k -tom-s.�i. N 2GS.:Y.T' �13�1�� !"�.'�`".,::_ .....+,.. y,,.y.y ., •,4"^. i'. i .J. �,�.y .1,:.yL' 4 .!. 4' N- ... . i ` ,..lr'TH, yA -. 1. _ ""�'��:`"V' •T�!T�'�'1.�. � .."�- .. , ,' `f""._'�"�'{'';•.- ..w i ",_. T". "t•,..... - u.�.L7�1,�� ... � ,ir'•.�� r- `,�, . ... , . ..• .. MWEDLEN ---� - � 220 Macadam Avenue • I ��! Portland 97201 x •. •, r"r " " 3 -1" 3'-1 5 -i _-. /-�!- AA��y _____._. __ Phone. 503 299--h000 CENEi�I!`'f►1.� Ow�ME , --, 11 12 2 -_. _ _._ _. FAX: 503 299-6703 �. - ( ) A. INSTALL 2 NOMINAL THICK BLOUi([NG AS REQ D T:0 SUPPORT TOILcL ACCESSORIES. TOILET COMPARTMENTS, -- i L_ - :� r _ - _� URINAL �(:REENS AND SHEI..,VING ccunw Wev - -1,, B. SFE 1/A4.1 FOR TYPICAL MOUNTING HEIGHTS ��I$T�JC►''TiM CO, A -.�."..._.___r.�..� &FFAfF7TMfffACLE ACY C ACCESSORY D ACCESSORY E ACCESSORY - _ - . _-- - - - _- .- __ - f * 'TOILET ACCESSORIES AND FIXTURES 1551 S.W. Taylor St. RECES`ifCl ROl l i t?� T10N TOILET COMBINATION __--- ---.- I - -- --- 3 0 � PorUcnd, Oregon 972.05 WA ul PAFk.R TOMEL DISPEE7�VSER, NrAS MEL SEAT A � TOIL-ET SEAT COVER I SAT COVER DIaPENSER/ g 11 TTARY iAPKIN DISPENSER, TOILET �, �� 14 } $�� ,,r1 La ��f�� Phone: (503)229-7177 � 4 n' oi05AL[ TOILET TISSUE TISSI;C DISPENSER 4 22 SPEN1 25 I 6 -= -^- �� 10 2f 4 I KE 1 1�IiOTESVAMNS �_ F (``iO3)224-3631! - r j -- ZO C7}- C7) 1Oli 25 1 f_ _ __- � 1. UNFRAMED MIRROR, WIU1'H OF COUNTER - T/MIRROft • fJ�-O" A.F.F. � �� 14 9 , 2, LOTION, SOAP DISPENSER ►- OUTLETS I 15 I " ' I 9 4 4 I I 3, ,7V- GRAB BAi. O"' 4. 42 GRAB BAR a SWITCHES -- -- -- - I .. ENVIRONMENTAL -_--- - - _ _ J- 4. LIGHTPC VE ABOVE. SCE DTL 9/A4.1 U r bI CONTROLS 7. SEMI RECESSED PAPER TOWEL DISPENSER/DISPOSAIrri. 8. FLOOR DRAINCOORDINATE W/MECH.) 9. FEMININE NAPKIN DISPENSER -- 10. SEAT COVER DISPENSER/SANITARY NAPKIN DISPOSAL; F ACCESSORY IsIPOtd LAVATORY H DRINKING FOUNTAIN SWITCliES AND OUTLETS TOILET TISSUE DISPENSER DISABLED ACCESS 11. WATER HEATER 12. FLOOR SINK (SEE 9/A4.1) 13. 3'-0' x 4`-0' CLR FLOOR SPACE ,. Y 14. RETURN TiLE WAINSCOT FROM BACK WALL TO EDGE OF CA 3'-6" TOILET ROOMS i IF00 1 FLOOR TOILET PARTITION a u, ^0" -'�` --•--- - 15. START TILE PATTERN AT WING WALL @ � � b► i6. NOT USED w ;. a 17. NOT USED •' � b '�• -:, 18. MOT USED o a t 19. INSULATE DRAIN PIPE PER CODE I 20. PA,r11TION MOUNTED TOILET SEAT COVER k TISSUE UI.SPEhSER (SERVES TWO TOILET COMPARTMENTS) � �I- 5 co MOUNT FLUSH ON DISABLED SIDE OF THE PARTITION TYPICAL DISABLED ACCESS STA11_ CLOSET URINAL DISABLED URINAL 21. PARTITiON MOUNTED TOILET SEAT COVER/TISSUE DISPENSER • landscape Architect - - - -- 0_.!ATER - M N SANITARY NAPKIN DISPOSAL (SERVES rWp '.�ILET COMPARTMENTS) '� �Y 3'-T" EQ. EQ 3' �" 3'-t' S'-1" MOUNT FLUSH ON DISABLED SIDE OF THE PARTITION Ill S.W. OAU( ST. -_ 3 6 l3 2 --- _` 3 - 23. NOT USED TiTIM Suits uelrtlondo Oregon TOILET_ROOM ACCESSORIES AND FIXTURES _ - 97204 24. SLOT 10/A4.1 FOR TILE WAINSCOT Phone: (503)228-3122 10 1 25. 2'-0"x W-Q' MIRROR - MOUNT TOP 7'-0- A.F.F. A+6orwt MOUNTING HEIGHTS AND DIA!:�ISJONS • HEIGHT TO HIGHEST PART WHICH IS ESSENTIAL TO BASIC 1 USE OF ACESSORl' --- -- -� -- - - -� --- - S - -- - - - ` V11LUM L�I fz - 2plj --- --- -- o Ai9OCIAIN u, C) 2 U P.O. Box 641 8 8 4 i 8 6 Portland, Oregon 97207 20 14 -- 25 21 Phone: (503)222-7007 J 25 7 S - _ r 7 205 15 - S!�rw!ac 2? TYP. 24 11 T YP• I I 8 15 9 1 4 I 14 I l�tlANT`8, 204 I -_. _i _. 13115 E`W. Sequoia Parkway: J 20 2 10 21 3 _ L - - - - _ I _ _.-- ��.• - -- Suit, %)0 13 Portland, Of-egncf 97224 I I I Phone: (503)684-0652 I M N 19 TYP• 19 TYP. K TRIANGLE K 19 C12 11 L A4.1 A4.1 CORPORATE r7"� TOILET ROOMS - SECOND FLOOR PARK 2 TOILET ELEVATIONS - FIRST FLOOR -- MEN/WOMEN 4 ,/4--''-p- BUILDING II 1,qAjV 1--Cr-3 SEE FINISH SCHEDULE 6 CT-1 6 - SEE' FINISH SCHEDULE _ ' -- CT-4 - -- TAMID FIJK AMA 22 TYP 24 /� !i/ �` -1 24 -TRACK SFE FINISH SCHLL1lF ? �• 22; YP. . ��`� -SUSPENDED GYP BD CQUNG 20 2 7 7 2 10 21 % P-LAM zN �J - i I 15/L!' W.R. GYP BD - - 4/r -----�> WIRE HANGER 3% STUD • 18" O.C. - --�- -CT-4 c--- -- _-� I i LUMINAIRE -- _ _- WE F;NISH SCHEDULE © GROUP MACXENZIE, 19% �_._-.-.--._a-- - -- _-- I I' I LAA'P CT-2 ALL Rhd4'S RESERVED THESE DRAWINGS ARE THE PROPERTY OF K N 1 �• f 9 YP, L K SILICONE SEALANT I 1 _ 11 TRACK S CHANNEL SEE FINISH SCHEDULE GROUP MACKENZIE AND ARE NOT - - - _ - - A4.1 A4.1 TO BE USED OR REPRU T TRIO IN W ANY YANi�R, IMIHOUT PRIOR O I ' HAT CHANNEL WRITTEN PERMISSION ~ I) ( -Ci-S REVS: - 3 TOILET ELEVA TIONS - SECOND FLUOR - MEN/WOMEN i I: 5/D' W.R. crn Leo o - -- - SEE FINISH SCHEDULECLOSING DATE 1/4--1'-0' _ --._ - SERVICE SINK 8 31"r ;H GT-1 REMSION EDITION 4. - (I SEE FiNLSN S(':•IFDUI.E I I _ L'Li'T-1 SEE FINISH SC14EDUL.E -~ 6 X1'-0" I I - (COT-2 • GYP. BD. WALL: w. - SEE FINISH :SCHEDULE) 6 7 - - 7 >� FLOOR SINK SOFFIT DETAIL ----� , . �, TYPICAL WALL TILE PATTERN - . . 3/4"-1'-0' < 1 1/2 st -0 3/4 �1 -•0 .,� 71 _ --L► SEALANT SHEET TITLE: MIC TILE BACKS-LASH, ENLARGED 5 &/ !IA "� °"T EDGETOILET ROOM A4.1 r4TOILET' EL.EVATKM FIRST FLOOR - MEN WOMEN _ T1L E SiDE SPLASH - RETURN PLANS A N D 4. ,/4 113 _ --� . M'ALL ELEVATIONS --- !!' HIGH CERAMIC 11lF -#AIRROR Ad., 2 x 4 AT EACH FLAT BAR _ - SIDE SPLASH OPE _ SUPPORT 2' X 6" ACCENT TiLE, CT-3 SEALANT 20 X 2' ACCENT TiLE. CT-5 Jill 2 x 4 8 --- 4t-x4t' BACKSPLASH 10 1/4" x 2' ►MTM (3) ' �v TiLF, CT-2 7 Y s" 6 1 1/2"It 1/4-0 x 1 1/2' I.AG SCREWS `,) � /-----TIIF SOLASH DATE: 7 it Y _____-__ lYU T' x 4 AT COUNTER AND (4j _ 1/2"0 M,8. THRU STUDS, F.S. ° 7 DRAWN BY: rn MIN. - 1n SUPPORTS AT EACH E1dD ! 11 �• 11 ---_ - �, AT 2'-0` O.C. MAX. \----COUNTER TRIM 1 DAL A-8242 '• '-BUTT JOINT tpa'D BY: A4.1 - - �4 1 �- -- SUL.ATE ALL NOT WATER AND 1 ROTE: 1R1N1 t OFF 190T1bM -', -' I �' 10 DRAIN LINES 1 4„ RADIUS OF VCAP,EAD DETAIL W/ 4lxINISTH --- '� C8T 2 / SHEET 9UWA4�E BULLNOSE -- J - -DOUBLE METAL STUD AT EACH A.- EDGE TAI 6, SPLASH TIL I - FLAT BAR SUPPORT J � '-05 A 4 ,v 1 K'*5_� TOILET ELFNATiONS - SECOND FLOOR - MEN/WOMEN _ LAVATORY COUNTER es ,� ISSUED FOR CON ffRl1C��V: ,roe Ho. � _ 13190 SW 68fti P" t , �-" DUP 98-0838 JANUARY oil 23 of 39 -r•+w.,,-,r.x..+-_....w..._w,...M..«-«.w._. ..n..WMwr.r.,M••.. ..r.^rw.., .r ...W - r.._...... ...w_....wr.w..,......�w..a-.rW_.+..,rw_..•+.._r.-..-w.w,/w.rAYMMu_r.M.w�.•..�u+rw ^wnw.,wn.r.._ur _ _-.www.w,.f.rw."., .• y ". s,. .MMw.M./'�...�-. _ ....... ... r._M^+•1+�.-.r.•..e......_r.,... ...........,-. .,.._-w•...... .-_... ........r. -a.w........ -.-•..-.. ..._rr-IrV.•r....._r,,..w. _ ...-.-_ .. ..- .._... ... ...n _..... _ ._.._ ...._w...r..•wr� -.�+n.r+.w-+•r,MMr+•n..�1MM•_n...w.w_wrr._..+uhw+.._ .....-. .... _._ .. - _.... - .... _ ..___--_-._._ r... _ �•n - l .r � r . .. - _ • +n ,r."w,.a- "Mwlw_.. t.Ygd@�►;tlYMnw.11"w .4Mh IF THIS NOTICE APPEARS CLEAR:R THAN THU OCT 8 1998 [x>,CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED III�II�IIeli1 11 1 1111) 1111111 11111 "IIIIII`Illi! IIIIiIIf 51111 t' f�?I{�1{� T' filji�Tlfll (III111111111 f 111JillEl ON man 0 �ljl f1 1 11111 1�'1(Ij111jTj1 TI11�1►j1111, m nuhm nnhul Imhhl tlulLn uubul nldull iidn mint iillln nnhm Inihlu nllnnhlnlnll nllnll nlinn null►n miilLLtn nilln nhul n�dlhn m�ln mhn 1NilN I�L+hI oil 111ln l r° 4850 S.W. Mtacodam Avaou. � Sulte 22U ,2Portland, Oregon 97201 KEYNOTES _ _ --._ Phone: (503)2819-6000 _ - FAX: (50..0299-87U3 --" -- -- - 1. SUPPLY RETURN AIR GRILLE (COORDINATE LOCATION W/ ARCH) 2- VAULTED CEILING R&H 3. SKYLIGHT (WE ROOF PLAN) CO. — 4, RECESSED A11EA. SEE DETAIL 16/48.2 15M S.W. Toy44► St. 5, WOOD PANELS (SEE DETAIL 3/A8.4 P ottond. Oregon 97205 d 8. WOOD SASE SEE DETAIL 8/98 4 'Nene: (503)2,28--7177 UP r FAX: (503)2:24-3838 -, I I DOWN -- ---j-- 1♦ 7. RE4EAL • WOOD PANEL (SEE 3/Ac 4) _ _ a p a 170 . I { 4' 4' I N —0 { h Ili � LOBBY 101 WEST ELEVATION o i I w 6w � 0 � 1 1 3 Londecape Architect 3 WAtAER MAM I I { I I 3 111 S.W. OAK ST. , Suite 200 I I 4• Portland, Oregon 07204 1 I Phone: (503)228-3122 I I I I I 1 1 W.LIM L OWEN - - - - - - - P.U. Box 841 ■ Portland, Oregon 97207 of Phone: (503)227-7007 _ ,•• —Dr ,-Dr — - --- I SuM - - - - — - - - - - -- - - - - --- -- ---- - - — - - - - - - — - - — - ��dt Comqu Tmm NCL 15115 S.W. Sequoia Pay-kway, 6 4 Suite 150 972-24 PhonePortla.((503)684--0652 o I PROJECT. TRIANGLE —7-7—L L CORPORATE 10 w, a _ 2 N l PARK __ ---- �— BUILDING II I o , OE E 1 E 2 E3 F E E 1 E 2 E 3 F 4 c� t t1111M 98.2 1 t o � c� f I I co ~ T/iMQ r�CU1Ik1A 1ST' FLOOR PLAN z 2ND FLOOR FLAN 6 1/4r"1 -Or 11y.L 1/4"-1'-Or lot g OF a LOBBY 102 / WEST ELE'V'ATION s ELEVATOR LOBBY' EAST ELEVATION © ALL RIGHTS RESERVED RESER 'gam r . r • . r THESE DRAWINGS ARE THE PROPERTY OF j GROUP MMCKfNDf AND ARE HOT TO HE USED OR REPRODUCED IN ' ANY MANNER, VATHGkJT PRIOR WRITTEN PERMISSION REVISIONS: 3 X CJ.AStWti DAIS 1 t t i 2 2 i EC. EQ. o _ 7 i ^ ry 7 - - w 5 7 T1'P. �TYP. c tO SHEET TITLE- Ile YRE Ile 4 .4 I INTERIOR .. K, ELEVATIONS , , a O 00 L iiIDA :- _- A .1 5 7 I o o DATE: r - 12 12 it DRAWN bl: ii9N� W ` YP. ' r /'' S I C71 _. �: © LSIECKED BY:PPA/` QL . }� r Y - 5 SHEET - r 10, # Y . A 8 ... ..... .. ..•.. ..:.: .,. .. .. .....,..... ._... .-.. ..)' :.A. .tel Y,. . nr S e ELEVATOR LOBBY 102/SOUTH ELEVATION � ELEVATOR LOBBY 102/_NORTH ELEVATION 4 . 2 � �42 11/4--V-0- V A42 1/4--!'-0' ISSUED FOR CONSTRUCT ,Ioe No. 190 SW 80th Pkvry JP Q9-0838 24 of 39 — _...,.x-xe:._.w, :nfE- ,_.h_._.._ ... .w,. _,. .._.._.......,......... ..-..... ..:...,_............. .,, ....... ,.., „+ r.a.,.,.... ...,w.:. ««......+. ..:,r.r,......,..,.«.«-...,,....,+.rW..,..,.-..,w.«...,_...«............ .. ._......._.......a.._...,..,.,..,.wr....ri►_»... 7 IF THIS NOT ICS APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,THE DOCUMENTr IS OF MARGINAL.)UALITY. MICROFILMED I)iil�lii�l� Ill�l�f�!;!�I I�I�1�1�1�1�1I I'�I�1�1�1�1�1 I�III>�Ilf n�rn��Yn11 rnn��l�l�l ��I��l�t'JI�I . 1111►11��i1i� ; ►�Il�l��i�ili I{1�1�111�1� I�IIc�t�ill�1 aft lulnn nlllun nnhni tnlilln nnl�ni tltllul nlinll n1IIntI ellen nllhm uii�nl.nnhnl nnhu ellen Mahn ulna►►Winn In►hm nIl�Itn ln11ul Nin ................. : .:. , i . 'i.., 4.r'.. e•Oyil'-ice -::' �i -_'..aq`t... - -= 1111 III ':. .,,�__ _ - -.-ti' ... - .... ♦'.,.: -c ., _.,.w,!+"!r'f«arcw*AuFr: , .,.,rn,q:q'r• ..n,41I•.rgr,�'qP" .p .: ,1+a.n^. e.'�w's+n"^^+-v'c+.nr-,_r--.,.,.rte--,,, : .. A-n--.- .:s...r:.,.,. r-•- .....,,f,•c,:.muc.a••.z.^+.._.,.m... ..,+r,cr•....agr-.rr^a.---v ... ,-.-,rm +•re.rgprw,?71Rg5x7srn,. : .. .. - .. , y f • (My�EN DEVELOPME CXXffAW Y .1��- 1 4650 S.W. Mocadarn Avenue Suite 220 Portland. p'e9on 972.11 Phone. (503)299-8000 FAX: (603)2.99--6703 R&H rCONSTRUCTION CO. 1530 S.W. Tayivr St. Portland, Oregon 97205 Pho. 1: (503)228-7177 FAX: (503)224-3838 n t a A 9 2 C D E 210'-0• L.L. 1'-2' za'-1o• -- 30'-0- ao'-o- _ 30'-0'_ 30'-0• - ------- 30'-0- --------- 28'-10• 1'-2' —_—_ 01 I I � N OC N w 0d ! I I I I I I Landscape Architect 111 S.W. OAK ST. b b Suite 200 I 1 Portland, Oregon 1 b 97204 I a Phone: (503)228-3122 i Arborist _ A li.TM i. 2 2 2 I P.O. Box 841 Portland, Oregon 97207 Phone: (503)222-7007 Surve S " ,,, • • �` : 110 • • � ,_ :' � —_. -._ 5 'a • •' • ' .'•r ' >r . s � I i V ire��fRa I I :.... .", •. : ';' .:'. . A.F.P. 2-0 I b '»f�'. 4 - — - — - — - _ -- _ -- _ _ _-- - _____, _ - -- - - - - - T - -- Suite S.W. Sequoia V�arkway, 4 Suite 1 a0 Portland, Oregon 97224 b c H g ;o Phone: (503)684--0652 I 103 7 U I � / PROJECT: SIAI. 1 IP :, AIR �^ i ANGLE / TEL 1Q4 4` STAIR \ 107 10g 105 I CORPORATE PARK i 2 WILDING It I I I I 102 , , SIM. I I I 19 • . 3 �• I I TAM FiA(fIrAW► I'. N I I I I I '•' •.' •,,• I I it .�, �, p '`f I p • C GROUP MACKENZIE, 1996 - 1 1i 14 O RESERVED THESE DRA`WNTS ARE THE PROPERTY OF 1 — — - - — — — — - - — - — — -- -- - — — — — — -- - — — 1 GROUP MA(:i(ENZIE AND ARE NOT — —___—r—_-- -- T_ -• ___ _ TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERA'IS90N _ 10 REVISIONS: 11 11 - TA. .F. � I I -2'-2 1/2 8 I I I G DAVE 28'-10• 30'-0• 30'-00 30'-0- '-1 12t_ 13' 40 8'-4• 30'-0' 28'-100 A OB G D E E2 I E1 - lst FLOUR — REFLECTED CLNG PLAN (GENERAL NOTES KEYNOTES —� 0 4 8 18 A. ALL CEILINGS TO BE O 9'-00 A.F.F. U.N.O. 1. OPEN TO ABOVE SHEET TITLE: B. ELECT. CONTRACTOR TO VERIFY W/ ARCH. RE: LIGH1- Z LIGHT SOFFIT ABOVE. SEE DETAIL 9/A4.1 FIXTURES INDICATED ON PLANS. OTHER LIGHTING 3. VAULTED !:'__ INTERIOR ELEVATION) d TO BE DESIGN-BUILD PER ELECT. CONTRACTOR 4. WOOD SOFFIT. SEE DETAIL 121A8.2 T FLOOR S. ELEVATGR ! f V 6. FOLDING FIRE DOOR W/ TRAUX O SOFFIT REFLECTED 7. EXTEND TC? OF PILASTER TO 10'-8- A.F.F. �LN� PUN I 8. EXT. DOWNUGHTS - COORDINATE W/ ELECT. 9. UGHT SOFFIT - SEE DETAIL 14/A8.2 J7 10. EI.F.S. SOFFIT I I 11. 5LOPED G.B. (SEE INT. ELEVATIONS) I 1 DATE: 0?/15;g6 r LEGEND DRAWN BY: HMD I CHECKED BY:PPA/TQL GYP BD. (XILINC SHEET OPEN TO STRUCTURE A6e 1 = 1190 SW 881h Pkwy D � CONSTRUCTION � NO. L Y7 4 tiUP 9fi 0638 nf 19 JIAJARY 1�i} 19®7 IF THIS NOTICE APPEARS CLEARER THAN THE ()CT 8 1998 DOCUMENT,THF,DOICUMFNT IS OF MARGINAL QUALITY. MICROFILMED ff tI r'fT�T(PrP 1 1jl;f� 41 niif1i� Iiu�.n�thnt�ndlnt ue1nl intim nibs rrrlbrli nefnri inillmllM n�rlhrr�inlnn mrhlu rral�N tu�rluhru uInII n ��Is� a) ren ' I �I dnr dl�n nr! n' e L h . .. -.a'tsd . _ .: :::. r ... ..:. i -: r...,,i. '_: .,. ,. .::. .. - .... r... 'YYr:,:..i».,.. .+xrutl _v.- �.a_;.-. .�. ar_�• ar-...,enl�E�ia7eEa ra_._6 .a:. 4W S.W. A'ucudam Awi a Suite 220 Portland, Oregai 97201 - Phone: (003)299-6000 FAX: (503)799-6703 i OOIkTIRUC' M 00. 1630 S.W. Topor St. r eoono, uregon 6)ius Phone: (503)226-7177 FAX: (503)224-3638 0. LL C� y a g Y a gg A B 2 C D 4 E F G H y 8 210-° - -- -- 30'-C 30'-0' 30'-0' 30'-0' 2uT-10' t'-Y I I s P - --I I I I I Lmdecw Armnect Wu3EF kwf 1b I I 111 S.W. ')AK ST. q be Poo1P00 Ma e, a.]an 97204 A Phone: (503)226-3122 I I I 1 I Arborlet 2 2 Y Z PIIi8OCMT01 O. BOX 1541 5 I - Portland. Oregon 97207 i I IILIyy�iFFYA.F :. b 5 4 r Ph(me: (:AW3)8222-G 7007 4 b b b Z _ S.W. Sequoia P a Suite -r� kway. 4 PartlanOregon 97224 — — — — — — __ — _ — — _ — — _ — _ o Phoe 503BU 0852- - - - - - - - - - - - - - - __ _ — 2 I I . ; 11 I lv IPROJECr: j TRIANGLE _ 4 .`" CORPORATE PARK 1 BUILDING Ii _ 2 SIM. I b I 10 9 11 TAW FWJYAMA I I �A)lwlWq OIdGOn z — — - W l 4C t Ipp6 //'�\ —♦ ^ I I Al. RILH15 flE :..l SCE dUWNI", % 1XE Pf10 T Of GN X umo OR 1E MIO ME MOT MIX USED OR 1F 7`UCFD M ANY WTIIEN, wnmuT PRIW TRITIETI PERW590N RENS10F1� J I I �y-2 1/2 IL 28'-10' JO' - .- I CLOBW DAME -0' JO'-0' 30'-0' '-1 1 _1l' 4' — C 30'-0' 210'-0' 1 1 A B c < D E E 2 t E3 E1 2nd FLOOR - REFLECTED CLNG PLAN GENERAL NOTES _ KEYNOTES h�- I sHEEr nnE: A. ALL CEILINGS TO BE 0 9'-0' A.F.F. U.N.O. 1. OPEN TO ABOVE 2nd FLOOR NORTH 0 4 H 18 B. ELECLIGHT� INDICATEDICAL CONTRACTOR TO VERIFY FIXTURES W/ ARCHITECT. OTHERLIGHTING 3. SKriVCHHT ABABOVE. SEE DETAIL a/ A*1 ABOVE (SEE ROOF PLAN) k�FLECTED TO BE DESIGN-BUILD PER ELECT. CONTRACTOR 4. CHANDELIER C L{'�G PLAN 6. ELEVATOR 8. FOLDING FIRE DOOR W/ TRAP( 0 SOFFIT 7. EXTEND TOP OF PILASTER TO 10'-8' A.F,F. Q VAULTED (SEE INTERIOR ELEVATION) 9. LOW VOLTAGE CEILING MOUNTED TRACK LIGHTS (TRACK HUNG FROM METAL RODS) 10. RECESSED AREA (SEE INTERIOR ELEVATIONS) LEGEND 11. WALL SCONCE 1 DATE: 01/15/96 GYP. 00. CEILING ORA'1M By: HMD CHECKED BY:PPA L SHEET OPEN 70 STRUCTURE A6 . 2MUM � 4_ ilia swoon Pnrry ew 9s.ae3e 26.139 - AWwFxf/ IF THIS NOTICE.AFPFARS(LFARF,R THAN THF. OCT lftl �lCn D IXN'IIMFRT,TIIF.DOCUMENT130EMARGINAL.QHAL1'fV. MTCROMMEU I�I�IpLnn�nn �l�l�l III�I�I�I�I�I gT�ip m / 0X 3 '4 r,. - . 1 • • • . it L { . .. „ .. .,.. .: .. ,r _ ... �. .. ., -,. - ;"Jit'• IDL::.'t:'...t...... - - _ .. .. 'Sf. �.•°3`Y 4-.•'1"• :�'�'a"'C..s .:. ,.K.... .•'4YT..._.,. .:- :.. .•r:.. .-{-,�IfcY.i ,.. r„f u: •.:..-,',a ._ ..,- .i r,,.,� .R'.•. -Y9G'.. .. •�' .... :;¢i - c, :4: ... � ,. �. ..tet.. � .. . ,. -."♦y-Att�'!!f ., -..Y.y�_'FTY' { r C._ c'1., r, ^'--+r4•-r. »a.vma.rR•,..'rc-_--,-,,--�--_-.�_,,.,.:..,.n,._•-,.,+..-rn'nr-m.R:+ns.T-ww.+'�Faws.•-. " ... I.,, YLY.rwY•f...�q.'w.�..,.w..w.w.....i",..-,. � da JL I I AiAfil 8 ryFDEVELOMIMT B ( OL - 4450 S.W. Mof adam Avenue - ----- - - --_ - - __ - - - -- - - - - _ ._ _ --'- -' --- _ _ -0 L ti 2 8" ..z - --- ---- 4 -� � � 8 - ,� � 4 Rl ERS O h 46" �'--.2' " $ulte 220 �,J -- -- - -- I ' r _ ____ ! 11- ----_._ __ ._ __ 4 l�_ f FADS O 2-__1T PC"and, Oregon 97A Phone: (5033299-6000 FAX„ (503)209-6703 i nY 5'-2 1 /2" 4'--6 1 2" N _._ .� -- -- �- -�7 IL -7 /--- T8 31,3ucJE c,D „ �- _ r �`'� r -_.__, - 7.1 - 4'- 7 " Co up" 1s U399 R&H ._.._ - 1' t. TYP. •lX1R[WETrS I I' 12 RISERS O /" it A �' 11 TREADS O 11" u, ,j ' I i` I TYP. • Rs DOWN _ _ _ w. �> I s 1831, S.W. l u)olor St. r---- - --- --- - - ----___- --- -' A7. Portland, (loon 97205 Phone: (503)228-7177 4 . _r�' FAX: (503)224--3636 Ilk rl t- IN _ 046 __ 47.1 -- - .. O v _._---- ---- --- -- � __._ _ _ a • �'" Y 0. -- -- 3 a Cr Q r� LAJ UP JD47 cc sit - - QY t L� - _ YCIOU11.4 - R } _ -__------- - - -_-_- ---- __ ------ -�- TYP. .tArrDtNc _ i YK:1Wf� -��, 12 RISCRS • 7" do` "YP. L/1No1No I rs 3Ys30rjt; 1 1 TREO.OS O 1 1" 9 1/1"" 3'-5" 4'-10" ;� - 3 4 TS • )11 Ii (I_I t 5'-2 1 �2" 4`-6 r 2" I� ! A7.1 A7.1 r U STAIR #2 1&r FLR. STAIR #2 - 2ND FLR. C SZ_AIR f - 1ST FLR. o STAIR #1 - 2ND FLR. fj Ile 471 1/4"•-1'-0' J47.1 1/4 .a'_p' �7. 1/4'•1'-0' 0wC \\ WOOD CAP 4D (3 v� �= <� ' 1-� GA CLOSURE ANGLE \ tv W Architect YACY ert I - CLOSURE 's o Ill S.W. 0l11< ST. X I -HANDRAIL Suits 2U0 l nN01NG SLAB STAIR STRINGER- HANDRAIL CF.E 6;447.1 TYP Suiticxld, Oregon 97204 a SEE 6/A7.1 TVP 1" TYP / PIMIDR IL Phor,•r (503)228-3122 11" TYP A SCE 6,A 7.1 TYP 1 1/2' 00 HANDRAIL irA117 ,,r;zree v:�vua '" 12" O STAIR : • SE.F 6/A7.1 rYF --__ 1 " Arborldt WLLM L OVIEW W) C12x20.7 W • L__._.._- gox 4' STEEL SUPPOPT -� �_ - r.0. Box 8+1 � / � STIFF. �. F1�3t REINFORCED • CLOSURF I -- _.---.- - Partlona, Oregm .7207 CONCPUTE' FILL AT AT EACH STRINGER TYP WOW CAP - I SEE BETE LSLABURA ° TlttJ1DS AND LANO(NGS ' ' - --- - �, 11i1dD1NG SLAB 2'-0 O STAR1 o SEE 8TRUCTURAL Phone: (503)222-7047y t 1'-11-0 STAIR #`e LANDING SLAB--- I { M) TYP. • / -Ct2x20 7 STAIR STRINGER 2'-0" O STAIR 1 o STRINGER I • � STRINGER bI / rRP.I ` = M COI�it�.TAMM tlr1G. -----14 GA TREAD AND RISER PMIS I( • x 3• -T 15115 S.W. Sequela Porkwiy. Suite 150 f �' . . •:. � SEE 6/A;.1 FOR I ' - •• Portland, Oregon 97224 1 SEE 1/ 7.1 FOR TVP-- ADD'L INFO ' �� • / 1j4xI)jx)(x0'-8" STEEL ANGLE STR1N AT SLAB - / \ Phone: (503)684-0652 TYP AT EACH TREAD _ .f a . e . CHANNEL AMvIE C.ASURE - - -- !I ca STRING✓R 14 GA STIFFENER ANGLE x 1'L- 4 THICKENED SLAB LENGTH _„� 2j4 x2)I x)(4 xCON T / • STAIR WIDTH +2'-0" -- A TRIANGLE I - .. ..; CUP ANGLE AT STRINGER BASE I ! CENTER ON STAIR SVrPORT - L3x3xg x0'•-7' W/ (j) %"o * - ` -* ��"1--(2) #5 x CONT. (� AFI 1 jZ" EXPANSION ANCHORS AT 4' QC N07E: SFE 1/47.1 FOR TREAD CONSTRUCTION-TYP. SEE 1/'47.1 FOR TREAD CONSTRUCTION-TYP. CORPORATE _ SEE 1/A7.1 FOR nfAD CONSTRUC-aON-W. SU 1/A7.1 FOR TRE/1D CONSTRUCTION-TVP. TYPICAL STAIR TRE=A RISER STAIR AT r N _ �, PARK e BOTTOM L��I\IDINC t 3 STAIR AT MID LANDING _ t 4 STAIR AT MID--LANDING I STAIR AT FLOOR SLAB 1 1 1/2'x -0' N 3/4'w1'-0` vi 3/4•�1�-V= 3/4. 1 -0• 3 4' 1'-0• BUIL ./11,G II 0 n SOLID BLOCKING AS REO'D. I - &'%' 2 112- O.D. WOOL. � TAIYD FUQI1rAN k 2 1/2' OD WOOD GUARD RAIL 1 • GUARDRAIL 1)4' ! OO HANDRAIL (1 STD PIPE TYP) • _ -- - 10 X 2' FLAT BAR k - 1 1/2 OU BRASS HANDRAIL - �-_ 1 1/2' O.D. BRASS • p0mum' O�fAI • r _ METAL RAIL (SEI- IO/A7.1) --- y STANDARD HANDRAIL BRACKET - b RAIZ_ 2kb7 k ` FASTEN THROUGH WALL TO 1" MO00 NOSING "� 10 1' �; 3/4` FLAT BAR �W4 OF 1 BACKING � {r, + ` 3/4' WOOD SKIRT, SEE --- 3'16• PROVIfDE BRACKET } A7.1 USG 200A FINISH SCHEDULE 1/2� X 1/2' FLAT BAR U GROUP MACKENZIE, 1996 AT EACH RETURN TYP. _ BLOCKING AS REQ'0 I ! _ 4 O.C. TYP. Au RIGHTS RESERVED _ _ THESE DRA"NGS ARE THE PROPERTY OF TOP A' 80TT'OM ' v 1- X 3/a FLAT BAR GROUP MACKENZIE AND ARE NOT } 1O BE USED OR REPRODUCED IN 4 ANY MANNER, WITHOUT PRIOR S 22 GA BRAKE '�_' SHAPE "'�-- 3/4' WD BASF, SEE WPoTTEN PERMISSION Tye ` 88 FORM FOR TIGHT FIT o r - a FINISH SCh1E0 REV151 S. -� - ry A7.1), ' -- T�-- ` - F.F. REV11" EDi,nm FACE OF WALL--�� ~� r; I �'• ' - a -r-- Cll�iti DAIS STRINGER �,�--STRINGER CONT. -- --_.- ,• b R£W90N E1.it N BLOCKING TO FACE--% 1 4 � 5/8• GYP BD 3/16' BLOCKING r OF C1.!I C.. WALL OR - I ,,-METAL STUD -METAL STUD12 STAIR STRINGEF'BTWN. METAL STUDS t L- WF SEE STRUCT. r SOLID FJL(?CKINt; AS RE0'D. - REI URN HANDRAILS f:1P a T O WALL f YP I - _- 1 112 _ C7 1"' WOOD PANEL TYPIC,�1L HANDRAIL ' /2" a • STQ!R SECTION a ,T ��.` r (SEE INT. ELFV.) S O to's .� a STAIR SUPPORT A !FALL ,� STAIR SEC..TION Gl3ARDRAIL • LANDING 9 1/2 -1 -0 1 i/� M1 0 4 _ 001 2" WIN SNEET TITLE: SEE 6/47.1 FOR If SEE 6/A7.1 FOR - 1/2" X 1/2' FLAT BAR DETAILS - SFE 6/47.1 FOR HANDRAIL. HANDRAIL ��•- -__ HANDRAIL ,''r O.C. - 4 4" Q.C. TYP. T P. I I E B�A7.1 FOR ! - 1" X J14' FLAT BAR RAIU C 2"MIN SEE 19/A7.1 FOR RAIL;NG I ' n - r' ( ~ \ SEE 19/A7.1 FOR Y - CONCRETE SLAB --� RAILING iM - SFE STRUCTURAL / M ` I -- ` T r 10 -WOOD SKIRT DAZE: SEE 9/A 7.1 I _ - � L i • (` 'r MOOD SKIRT, SEE fl,47.1 DRAWN BY: SEE 1/��.1 rnR TYP DTR CHEZKED BY- STRINGER AT SLAB _- _ SUPPORT ' -'� .� ,-- , SHEET WOOD SKIRT, -EE 9/A7.1 -r--- 4" 4 4* /,__ !Z' Y. 7- X 1/4' L TYP. THICKENED SLAB LENGTH 0 SUPPORTS TYP, 1 - STAIR WIDTH +2'-0` A7 * -- _-- CE'NTFR ON STAIR 13190 SLY 881h Pkwy '*- ^ 2) #5 X CCINT. r ' 9tIP 96-pf;Iq SEE 1/47.1 FOR TREAD CONSTRUGTIO/J-TYF'. NOTE: SEE 10 47.1 FOR ADI)1TIONAL ' ` i -u '; SEE 1/47.1 FOR TREAD CONSTRUCTION TYP. / , I �IofJ9 ` INFORMATION A14t4I MID-L.� iNDING STAIR A r FLOOR SLAB _ p FM CONSTRUCTM NO. b STAIR AT 1�,� STAIR AT BOTTOM L AN®TNG RAIL ELF.:VATION r---__e'` r. _. 3 4 -1�_0. A7.1 _ _ ,..._._J 4 �1 -0 471 -__ _.�.. -3T4 -l.,px y ._._ _ _ 1 4"- V) t �� JAW � r--- . ri_r"x �.Yfr.f.4r' '�wwMl*ww+ �•" •�r�1►'Ia1�Y,11"�M"-�.�..."w'a .'.wor,+,l".r..,>wM..�.IM �r IF THIS NOTICE APPEARS CLEARER THAN THE OCT 81998 DO'C_UMF.NI,THE POCUMFNTISG:r,1ARGINALQUALITY. MICROFILMED Itll�l�iilit) ;am Mai I�� i�lltil�l!I!i i iytiii�Iritiil tltillt�lll��' Ti�►�P' ►lli��Tl�lt riiitltrryili , ol��i;�l�� ttlirli�+i�l�i i t1tl��I�i�l �I+I�Ii�llilll nthnt nliltm unlutt tutlnn nnitnt �afini mien nlihm uiIllni m;►m Iliiliii IlHillll rltii;!�itnl;nl iminn nninn Iminn Iniillu ilium mltn int n t 'Mid t!t Ilnn,;nnhln lainb 4 - , , t. s i _.._. ...-...._.. ........,....._.....«. »•+•......__...•.•..--•..r.................v,.,�......._............. —..r.-,.—......... ............+...•............._.»...�,....«»..»«.,...............-..............�...,....,.�..,.....�.............._..«..........,._._..w w...� ...—•.rte-.e......•r+ .....cw.•+,..+e.r.--...�•:.—.-•...•. - ..•................—++.—+..... ..�....»_,.........,..- ....�...... .......www•...n...•......+..•..•......,...,.,a.. ..-..,•.-.....t-......•T.••... .......q..�.... i .3:A�i.w+ �T.•'« ••....•s,++ _.� ,----ROOF HArI'�J P I - MECHANICAL EQU,PMF_NT � /011 ROOF HATCH ----- -- -- n ----- -- -- - 48lSO S.W. Macadam Awn��• Suite 220 CONT. WOOD NAILER� -- -- � Partiond, Gregon 97201 RIGID INSULATION - • • Phone: (503)2119-8000 -FLAT EAR RAILS FAX: (603)299-6703 ... LA -MECHANICAL EQUIPMENT xI x 1' IAETAL. PIPE METAL COUNTER Fi ASHING-.- W 4 �- -------.'....-=---� CONTINUOUS SEALANT I_! ----CONT. WOOD [HOCKING SCREW ANCHOR W/ NEOPRENE 6" COUNTER FLASHING z W 31 -- �CTIOiJ CONN. R&H WASHER AT 12 O.C. �� ---DRAW BAND --COUNTER FLASHING K::.o FLASHING - • �'� • ..__-CAP FLASHING --_- •0 RUNG TYP. 001491TUCTIM CQ -----MECHANICAL_ EQUIPMENT ___ -�`• - PROVIDE 1530 S.W. Taylor 72 �- METAL. tItJOD - CURB - SEE MECHANICAL BUILT-UP MENLRANE ROOFING-- _4 ---- BUILT-UP MEMBRANE ROOFING � ---BI-OCKIN FOR Portland, Orxgon 97205 ' - - __.- � L/100EJt,�YP. _ ----CAP FLASHING - Phone: (505)2218-717'1 � • -�- FAX: (503)224-�3H -----LEAD SLAVE AND FLANGE - ...---C 1/4' x ON x CONT. - >T v W • 4 SIDE-S OF STAIR HATCH _. . I OPENING .wr • • 4 m b 4" -14 _ °p --BUILT-UP MEMBRANE --1 -BUILT UP ROOFING MEMBRANE • > -ei" 20 GA. A111.. m ROOFING • • . STUDS AT 1 -4' O.C. W • -STEEL LADDER �" �'' _ 2 x8'W x3 LA 3 x BOL TS, REQ'D -- LUL _ • I r RIGID INSULATION `"�-�---.-STEEL BEAM-SEE STRUCK-URAL. • - ZA -METAL DEC( COORDINATE W/MECHANICAL 7" o1 a t CONTRACTOR -STEEL BEAM DECK PLATE *'x 2'x•1' o WITH 1/2'0 MANSION 4 � Q - ANa+GRs � i Pip+ei Pwwtratilon Dotal Mechanical Curb 1 R JF LADDER HATCH _:, MECHANICAL CURB . , �;� - A -t�VA�IUN �— � 1 1/,2.01._0• 1 1 '�1`-Q 1 1/2 �1 --0 ° 1 1 �1 -0 ° r5'�R(X)F a A1� ACCESS R _ , - a 111 4 _ -X'F"?E TREATED PLYIt000 W '^ (FASTEN TO f W/ SCREWS) L g 3 ff 1 -0" to 0 N 1- O'_ ----- - 16 GA. CLEAT �2 ---CAP FLAS�ifNG -�' GYP. B0. Lonaeoupe Archltrot -4m PT TOP Q W/ JW-0 AB WA MACY AT 48' OC COUNTERSUNK ,� 3/4' FIRE-TREATED PLY. 3%' MTL STUDS W/ R-13 111 S.W, OAK. ST. -- W/ MIN 4' EMBE DM.:NT '^ FASTEN TO 1E W/SCREWS BATT' INSULATION Suite 200 Portland. Oregon 97204 litCAP FLASHING W/ SNAP - CAP FLASHING /--,--EDGE METAL Phone: (503)228-3122 �- FLASHING EACH SIDE In EIFS PARAPET MOLDING !NSUI.ATED STOREFRONT /Arborist n• _--_--- _ ____- n - -SEE SHEET' A3.2 SEE A3.., 1�JAM L� C A�MIS METAL FLUSHING GI.AyINC SYSTE'r� x 841 N P.T. 2 x 12 - a / Portland. 972107 - �— BUILT UP ROOFING SYSTEM n_ --- ---._.- x Wf,'In CANT ---- ---- �_., Phone: (503)22.. 7007 N 2" / -CAP SHEET _ -... . r BUILT-UP ROOFING W/ Suri• -- MINERAL CAP r W�& MINERAL BOARD p COWLTAMM ttt"�i, SEALANT F-A. SIDE TYP. 15115 S.W. Sequoia Parkway, -RIGID INSULATION d Suite 150 l d i � J A � Portland, Oregon 97224 g Phono: (5103)6!14-0!352 3 4" METAL DECK V-0' x V-4' BLOCKOUT Q Q FOR OVERFLOW' SCUPPER PROJECT: r LEDGER ANGLE MANGLE �'p� �r.� � IwJ r I SEALANT / �- SEAL4NT Ltt BACKER ROC I I �11AN�L.� ¢ I.F.S. CORNICE MECH. \ FASTENER TO &i4c. PANEL) CANT. F _ CCaI�PC�RA 1 �.. �=- CONI PANEL. ----CQ!'Jc. PANEL PARK PANEL REVEAL y PANEL REVEAL _ e PARAPET OVERFLOW SCUPPER . . . � �a �T�REFRQNT WINDOW JAMB I 1�1 1••1 ro I 1 1/2 �1'-0' 1 1/2 �1 -0 - 3 �1 -0 BUILDING II I i 12 SKYLIGHTVIERIFY -R-13 BATT �--— CAST-IN REGLET AND 12 5" SEE ROOF PLAN �' TJ11NQ t11K11YAYA INSULATION SEE PLAN_• COUNTER FLASHING ALUM. FRAME 6 W/.LL TYPES CAP SHEET �� \ �- CONT. SEALANT r --WOOD CANT CONT. FIRE-TREVERIFY SIZE ATED BLOCKING STOREFRONT GL A21NG SYSTEA# GYPSUM BCiARD �j L �- COUNT[R FLASF1fNSK�GHT REQ ol -BUILT-UP ROOFING ^1J CONCRETE PANEL- SOUND ATTRiUATION �/ O • -- —_— —_�J WHERE OGCURS I MEWORANE FLASHING ® GROUP MACKENZIE, 19% - RIGID INSIJLA77ON _ ALL RIGHTS RESERVED --JAMB MULLION DBL STUD AT JAMB - TYP. W OVER METAL DECK HOT AIR WELD TW-U DRGROUI�NGS ARE HE PROPERTY RO R o P � SEAM CAULK T ANY USM OR AI�NER, NiETkW1U R�'.N r -t'- - o/b' GYP.----� BUILT-Up ROOFING UZIrTEN PERMSSION D REVISI S G�-� DATE ---DRIP i----STOREFRONT ENTRANT %OLWAIRM i RIEW11 N EDITION SEALAMT k METAL DOORFRAME BACKER ROD T.S. SEE STRUCTURAL -STOREFRONT 3" t• ( GLAZING SYSTEM I WIDE FLANGE. SEE STRUCTURAL W NDOW HEAD ri DOOR JAMB N ,� DOOR JAMB � LOW ROOF _ SKYLIGF-�T SECTION , , N _._ 3",1'-0' HEAD SIM 3 -Os < * ENTRY 1 1/2 "1 -0 NpO� < ► SPACED, A1' 4FE-0P d CE MAXIMUM EQUALLY �- - 4. V-00 AAI,IE COLUMN + � -- GYP. SHEET TITLE: I'-Op BELOW LEDGER OR (TOP PLATE) I I — 1 ' FURRING S�U05 (TYP.) DETAILS --CONCRETE PANEL STOREFRONT GLAZING SYSTEM ' - BATT ITL STUDS W/ R-13 BATT INSULATION r �`---- , 11 _ CONIC. PANEL ' MTI.. STUDS W/ l 3 %' METAL STUDS -- =i STOREFRONT EN-TRANCE II n � R-13 BATT IN:r"lll.. --PRAViDE BACKER ROD COL SEE STRUCTURAL AND SEALANT AT PROVIDE WEEP HOLES b -CONIC SLAB INTERIOR EXTERIOR a / �d EXTERIOR TYP. 3" INFRON CE S EQ _-- BACKER POD - -- SEALANT Ak - -SURFACE WALK-OFF MA i HM DOOR -- - I Iy BAC ER ROD - _ _z --�- -- SEALANT -_- ANODIZED ALUMINUM BRAKE I+ METAL SILL BY STOREFRONT -i ROT i OM RAIL WEATHERING l i 1 - 1/2' C14AMFFA ONµ1� TYP. DATE: MIN. DRAWN RY: DTR SUPPLIER SET IN SEALANT , • �• TYP. - THRESHOLD W/ SQUARE. A. • -CHAMFER -Sl4�..EP • CHECKED tBY: BACK SET IN FULL MASTIC �w y -SEE _ ELEVATIONS __ `-.•� p --DRIP BED B/AKR.'1(OLDSET FUS�Tl1ARE -_� -- . nor --- • NOTE' -TOOLALL INTERIOR�EDKiES OF CONCRETE REINFORCEMENT THICKNESS $FLEET -= _-___ i MAX CONIC WALL MASTIC BED { ' AN SErANT AT ROD \\ ,� y -R-13 BATT INSULATION v v E?rl'ERIOR A.LVO INTEf_ ur, TYP. � �'�` II 11. BA8 e 1 N, TO END --�- NOTE: -SEE PANe- ELEVATIONS FOR REINFORCEMENT THICKNESS 13140 SW 68th Pkwy "i^I�° ED(.TS OV CONCRETE QANVI. P JOINT BUP 4fi-0636 -'i'OOI. All Vi..__,. �......--� 28 ot,Q J�8 ► ` DOOR ETEC M EX�'ER�OR HM SILL OUTSIDE Cr RNER 'i 3�^ S FOR ACTIO �-- __-- LL AT STORE WINDOW N __. _ _ — -.— A&I3 n1 'J di'-0 '1 PANQ JOIP1➢ 1 1 1 -0 � APAJ� 16, IN7 1 IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 8 1998 Ixx'IIMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. R4I(;ROFILMED ilil,I�lil��l'llii�l!Iiltl� 111111�1�11�1 1�111�111��1 I�I�I�I;;<i11 fi X11111 ;11111}#�((i�l I}1�t111t111i li}111lil1j1 1l1l111l111lil t�I!11,JillIIIil!Iiiill>>' m NIltltl Illi';:!;,�,��!:�;!IlirlllUl IlilliNl IIIIlIIiI llllhtli 111IIIili illlllll'lllllll PIIIIINIIiIIIIIItt IlGitlll!llllllli IIII�tIN Iiltlllq 1111!'il!anhul t�ti�ln Rohn nini� `P�t .I�P}IPII n}mc• !m >aii�p ndini atiltnl mint Ip111 1 �` x 1 4 .a . to .. • WPM 111111391111111111w, d c tj � 534" 53 aCOWAW Macadam 48!x0 S.W. A usllus • :.. ... . .: Slate 220 - SUSPENDED ACC'i1SCOMPOS!TE CONC. 3�` MTL STUDS 3 Portland, Or 97201 'fIC i►11T. DECK SEE STRUCT 1111IM ATED STOREFRONT Phone.. (5099-6000 5' Gi.Az1NG SYSTEM FAX: (503)299-8703 1:LNG SYSTEM 16 GA SHEET MTL � � � --PUSH PLATE EXIT DEVICE 3 - - - .: O CURVE WALL �• 3 ,! �• " �« 3 — /� - 3/4Ift VEAL � R do N (SEE 8/A81) ! � SEGMENTED GLAZING _r rCONSTRWIM CO. r FLOATING JAMB STOPS7 1 1530 S.W. Ta)Aor St. 8` MTL TRACKANGLE O !~A.. STUD —� � — SEE ELEVATIONS .) S INTER113R FOR GLAZING TYPE PorNslnd, iH 97205 SEE (STRUCT ,. � __ ` I 4 � 8 Phwle: (503228-7177 Ar. EIF� 1 SILL FLASHING FAX: (503)224-3638 FIN. FL.R. � 3/B• s � ___ _ �• . , I° i ' I `f M » 3/4' REVEAL + 1. fol; 01AM[7X' TIHREAM ROO W!NUYSaWASH * (SEE ) t y� - -- G.G IN UKWII`k� TY" O.C. IN STACK MEA) �N 'r 1 0 r L (3) 3/4' r 1r PL1MC(D. (2) W x I0".' O . 00. tZ H n(�( W/ EIFr O CURVE 1TTAQUEM ANUTS, 41LUM A '.A.REMiD TaNETHIM • 24"4LC._\/\ I' .-- -- � c WALL 3t PW VM RATED doNSTllI,►CTIW aORI�pN0ir0 M RAT" ft+2'II - SEALANT do BACKER Rf,Lt FOR OPO" I - SHIM AS REO'D 1 0 " It 4. mom MW MT (rr"To 0 TIK aux OF INE rocks r). �IM t DENSGLASS BD. w J T/1' 1�1l1317M '1E'IOL OMI, ME"MICKAKID TO IIECT ILLt+�aE ►i o°oo oin�i,F + 70 � SEGMENTED GLAZING SM. SEE STRUCT. y,_01 _ ._� — - WOOD PANEL FVMTNM a L_ TrRal PIDW. PINYW IM OFF UNITE COLOR TO MA((.11 L k(I Y 7RMN. PRS MANVI'M FROM TRACK TO GYP. SOM') 7. V) 4/r x 3 0/Ir GYP. 00. TO MINATMIO 1,C 114ro PMKET. FLOATING JAMB ASSEMBLY PUSH BUTTON EXIT DEVICE. 1 OW. 90. IU K rINISHED A FZW PAIN= EA. SIDE a Moan CAAWa •MW Q WALL SECTION • V`,�INDOW HEAD o WALL SECTION • WINDOW SILL a F+L LDING FIRE �R � B=OLDING EIRE DOOR � VERTICAL MULLION � � " • 2ND FLOOR 1`�1'-0 a O 2ND FLOOR 1`�1'-0' PLAN -� —� 1`•1'-0° HEAD DETAIL 1'�1'-0` 30 1'-0` 0 a a y _ 2'-0' 0 V 1 WALL AS OCCURS••-- pr g �D tD 1Y 0 Y- X 1- ' BENT STEEL - - Landscape Architect J� WALKM r I SECURE TC WALL W ,11 S.W. OAK ST. J4 • M. BOLTS SET IN EXPANSION SHIELD Suite 200 � 4'-0" O.C. MAX /i--•--REDUCER Pa#lond. Oregon 97204 WELDED TO SEPARATOR /� Phone: (503)228-3122 BEAMS AS OCCURS —EXTENSION SLEEVE AS REQ'D DOCK Arbor-let FLOOR UNE METAL EDGE 3'-0' • DISH WLKM L OWM ' --r.HAMFER 9EYOND TYP, TYP A Rw' NF _ --- K1 1 LEAD PAN CARPET TO VINYL OR VCT �� . SLB 1 ORLING �— BUILT-UP ROOFING SYSTFM P.O. Box 641 THRESHOLD ON RIGID INSulanav _ REDUCER Portland, Onlgon 97207 CONCRETE SLAB 1 '� \ Phone: (50:.)222-7007 I:ONC. PAVING -_ "x2' SIDE RAIL TYP. �• CRUSHED ROCK BASE— - •. ,. • RUNGS, PLUG J •• �... \ Surveyor !* .li _1WELD TO SIDE RAILS Z \� • mn�NC O 1'-0' O.C. THP. AS REQ'D BY z TU ELEV CODE VINYL/VCT TO CONCRETE 15115 S.W. I-auoia Parkway, 4 . J UFi h o /7 ; >< Tf2 A 1qv -- W 2 • BOLTS Ac SEALANT A: BACKER 800 \ S.S. EDGE ANGLE FOR Poil and, Oregon 972'!4 N TS. RE TO < ` - �'�� PORCELAIN TIIJ~ Phone: (503�5A4-Ofi52 FL 801 W SE • --- - M. T TIN EXPANSION SHIELDS _ (TYPICAL) —-ROfIF SUMP RECEIVER F�ROJECT: r ELEVATOR PIT FLR UNE o •• •: -- UNDERDECK CLAMP PORCELM TILE TO CARPET OR SH[ET v;Nn,•_ TRIANGLE CORPORATE FLOOR �►B AT MAN DOOR ��E1/AT'OR PIT LADDER so DETAIL • CURAIE a PRIMARY ROOF DRAIN � � PARK FLOOR FINISH TRANSI�It�NS , (' 3/4'-1'-0` 1 3/4"-1'-0" °� 1`�1'-0 3'�1'-0' •;`�1'-0' 1 BUILDING II SUPPLY`jhiETURN AIR GRILLESXL (SEE MT. ELEV.) ~' 1AW fR.pCiDIAYA ,. 0 —1%" FURRING 6 STUDS (TYP.) , cram 8" MTL STUD. � 2li7 SEALANT O BACKER ROD OF�— EA. SIDE TYP. LIGHTING (COORDINATE LCOL. SEE STRUCT. r WITH ELECTRICAL) - GROUP M,RCKEN2IE, 1996 }¢`RADIUS O WOOD EDGE SHIM AS READ, ALL RIGHTS RESERVED SEALANT BACKER 1 5/g' METAL TRACK THESE DRAWINGS ARE THE PROPER iY OF ROD EA. SIDE GROUP iD SEALANT AND BACKER TO BE USE0 EOR RE NZIE AND RODU CED IARE N •� ROD, BOTH SIDES, TYP. ANY MANNER, WITHOUT PRIOR —, WRITTEN PERMISSION 3/4' W000 SIONS. 400" DENSCLASS AIREwsm ED4noN CLOSM DATE • i. UN EIFS 3" THICK '1r-- . SHIM A'S REQD. �� n 3 8 3 4 ( ) ANN DENSGLASS 1 Ir' 1+Ow SEALANT & BACKER ROI? "ILATED STOREFRONT I A: . y GLAZING SY57EM I MTL STUDS (TYP). -- PAINTED CONC. PANEL 2 1/2" METAL STUD O 24' O.C. rg"NWOODJAMB • QPEIWIVG " WOOD HEAD • OPENING . , + N JAMB ENTRY s LIGHT SOFFIT STOREFRONT JAMB .3*-1 -0 t 3 �1 -0 ao Aa2/ AT CONK, PANEL 3 1'-0 < I SHEET TITLE- D E'rA I ITLE:DETAI LS r 3 5/8' METAL STUDS O 24' O.C. 5 f' --- ON METAL STUDS O 24' O.C. DATE. � ' 1 DRAWN 9Y: DTR CHECKED BY: SHEET A8 * 2 I 13190 SW 68th Pkwy 8UP 960638 29 of 391 RECESSED AREA • WALL s ISSUED FOR Jim • F - .. - " "� r«....w.++,r -_.www..•..ra•..w\Ywrr..,.......�.......•.+rrr...-vrYrr.....rYi..riw.....,w...+.r,.......,w-........,..,...«.rw..,.......r....»...4...M.Yr....«...wr....w....,+w..r....w.... .. .w.•..w...,. y... ., ......., ..a.. .. __ _ YY i1. �. {r. r. - .. :F THIS AJT'ICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUMFNT,THF 13010141ENT IS OF MARGINAL,QUALITY. MICRO)FI L11'CED ili{i�i{i�ii i�i{i{i�i{t{i iji{�{i�iii{i i rl�{�{i�iiili i{�l�li�r{i{� rfrrrl�thh �lr)►�t��tit i{I{Iil1trl{i t i{I{i{!'Illi Ipit1t{�t►11i� i{1�i�i�lll)1 I{Illlljlll�l t litltutilun+uibtn tndnn nrcitn ntinn nl�n nnlur nrllnt Wolin irnhnr nrilnn nllgn unl+Iq rigig111l11itln 111{ilrll 111i1nt tlllillli NIi1H IanM t�q 111 pion nlnq �Nq gt _ ...�swu!^mne�e!fi ". p7. ACMW b ,+�..._....,.,�-.-r- .»,..-,..�..r...--............_.._-..-..........,..+...►.+f+....w..- ....,........».....w.+w.....,..�,...--.�.......,.....w-..A..-.......-.r-...+....»-....»r+.......+•..,.-.....�........ .._...........».»...._.....w.w....,..._. -......,...-..._..,«..................•«._..+».w.«... ..............r..v.w1n y ...»r..a.r�,.,.....,,,....-.w..r..r......,.,.w.• .+r,...r.«r............w......,�.ww++...r-+.......�..•-.+.r.»..,............_.ww.....•........-...-«.--........+,......,..•+.-.....,.,.�.........«...,... ,.,�.,, "-'^"• P «........ __•.«.».-,... 'w.iw....+_.,.,.-,...�..•.w-....-.--.....e.�.....-....,.r.....�...»....-„,,--,.�.+-+n..•......mow»....�...►....-........... .+.. r..........«.w+... PAMTf 10N TYPES "TYPE `X” GYP BD -------- ---------------------------- 4660 S.W. Macadam A PwAdqj 3� wn ue • A,1E•YAL STUDS • 24" O.C. - SOUND ATTENUATION BATT 1NSUl ATION A. PARTITION TYPES ARE REFERENCED ON PLANS AND Suite 220 TYPE •X" GYP BD IN DETAILS Portland, Or 97201 f1A Typr OX* GYP BID —�•'---- - PROVIDE: 3" SOUND ATTENUATION Oregon Phone: (5©3)299-6000 BATT INSUL. • PLUMBING PIPES FAX: (9c..!)298-8103 - Xx2GGA IW TAL STUDS • 24" O.C. - P1 - 1 L.AYE;`? •' TYPE •X- GYP BD �'-- DOUBLE LAYER " TYPE•X' CYP BD B. PARTITION TYPES ARE IDENTIFIED USIN„ A NOTATION _ - 2}j" "C-H" METAL STUDS SYSTEM - 3 50lIND ATTENUATION BATT INSULATION - - " - 3�•x20GA METAL STUDS AT 24-oc AS FOLLOWS: �_=_=---=--_-_-_------- - . TYPE X` Gyp BD • ?4" O.C. W/ •J" TRACK - 3 SOUND ATTENUATION BATT INSULATION R&H 1 ^- CERAMIC TILE ONE SIDE - DOUBLE LAYER + TYPE 'X' GYP BO A. P Ttj USTRUC1'ION Co. - }� SOUND ATTENUATION BATT INSULATION L'� - TYPE "X" GYP 8D -- 1- SHAFT LINER �. - GLASS MESH MORTAR UNI IS ONE. SIDE P1, P2, PJ. GENERAL DESCRIPTION AND 1530 S.W. Taylor 5t. SOUN STUDS ATTENUATION 24• O.CBA 3%"x2U OA MTt STUDS Ar iQ"OC EA. SIDE OVERALL DIMENSIONS Portland, Oregon 97205 - 3" SrypE X, GypBATT INSIaLAT1(Xv `~-_ - 3" SOUND ATTENUATION BATT INSUL EA. X=7 Phone: 503 228-7171 ( ) ,. TYF�E "X' GW BD -- PLUMBING CHASE BETWEEN STUDS 8. PAR. TION CddDITIt7N FAX: 503 224-36 ( ) 38 A. 8, C, DETAILED DESCRIPTION OF - RESILIENT CHANNELS • 24` O.C. COMPGNE.NTS AND PERMUTATIONS, 1F APY .� ti I ilSc - YPrE "X` GYP BO TYPE X GYP BO ONE SIDE m METAL S'!'1JpS ® 24" O.C. Om OFFICE SLOE OF WALL , 3 SUI/ND ATTENUATION BATT INSULATION r, itESll:ENT CHANNELS • 24" O.C. OFFICE SIDF - 4V" TYPE "X" GYP. SD. PIA C, a I - PARTITION CONSTRUCTION- - TYPE "X' GYP ETD •t i .a 4 METAL STUDS A 2C O.C. PARTITION CONL).TION---- i 3" SOUND ATTENUATICNV BATT INSULATION ��Fg - %" TYPE "X" GYP BD - -- I g i NOT ': AT WALLS INDICATED TWO HOUR RATED ON PLANS WALLS INDICATED ONE H 48 PAP 7 x _RTIT'ON NOTES AT OUR RATED ON PLANS GYPSUM ASSOCIATION WP 15 GYPSUM ASSOCIATION WP 1240 1. ALL RAPED PARTITIONS EXTEND FROM FLOOR SLAB TO •g g STRUCTURE UC URE ABOVE. SEE PLANS FOR EXTENT P1 INMFNOR PA mON FP21 1 HR. SHAFT WALL a P3 PLUMBING CHASE P4 SOUND/RATED 4 �' o y q 2 ILD (40 � OX BOTTpH OF STRUCTURE ! r.. WAALdaps A 1�ect _ sf'E�IDED ACOUSTIC 111 S.W. OAK ST. PANEL 09UNG SuI`o 200 --FIRE SAf7NG AT RATED WALLS 6 , Pr;Land, Orerion 97204 BETWEEN FLUTES 20 GA 3 5/8- METAL STUD BRACING Phone: (503;228-3122 METAL DECK AS OCCfIRS '3 TO FLOOR STRUCTURE AT 8'--0" ►- OC W/ (2) /f8 SPIFFY METAL I WIE AT EACH ENO. BRACING Arborlst b =2. GYP. 80. EA. SIDE / TO BE PROVIDED WHERE DISTANT �LI/��OWEN SOUND ATTENUATION INSULATION ° �� v v, / INTERSECTING INGTWEEN PWALLS OR HORIZONTAL I < 45' BRACING BETWEEN WALLS EXCEEDS i o I " DEFLECTION SPACE —METAL STUDS a 3 3 " 25 GA METAL STUDS _ / eW ►- `� 3 5/8* METAL P.O. Box 841 8'-0 O.C. Portland, Or I 97207 / ` DO NOT FASTEN STUDS �� _ ((( - - LL - Phone: (503)222---7007 ' STUDS AT 24" O.C.OI t ca AT 2'-0' O.C. W GYP PJ --SUSPENDED CEILING ( ) , < ----- OR GYP 00 TO RUNNER) z / o I BOTTOM TRACK TO FINISH z EACH SIDE _ -SUSPENDED CEIUNG -� FLOOR WITH 4'WDE�R DRIVEN — surveyor ` I WHERE OCCURS � " ( I ANCHORS AT 4 0 O.C. II�LAItE 1 MIN 4 `� - CUT TILE FOR TIGHT At N 3 5/8' GYP BD TYPE 'X' I CONT 18 GA METAL X CONT ACOUSTIC SEALANT ND ATTENUATION INSIlfA170N FIT AT WALLS ( �,1f ( , < EAS"`!, l SIDE AGAINST TRACK ,,----SOUND OCCURS - SEE PLAN CASING BEAD USG 200-A 15115 S.W. Sequoia Parkway. FASTENED TO DECK AT 2'-0" I NCL NO SEALANT AT SIM GOND ATTACH STUD TRACK 3 -BASE AS OCCURS OC STAGGERED I I Cr '� �� Sults 150 4 Y� TOP Of' CONC SLAB \ r-CONCRETE SLAB w DIRECTLY TO GRID Portland, Oregon 97224 Phone: (5-3)684-065252 FIRE SAFING SEALANT � - �-- GYP 8D EACH SIDE � ►� �-� 7 YP EA SIDE OV TRACKQCT.---�— -- J i FIRE SAFING SEALANT —FASTEN ,GUNNER TO C l TYP EACH SIDE OF WRACK TRIAI'JGLE AT 2-U" OC 3 METAL STUDS Sam- -----Clf r TAPER OFF GYP.BD. .3 ALL RATED WALLS EXTEND FROM FLOOR SLAB Y AT WADS WHICH RECIFVE SIM iD STPUCTURE ABOVE SEE PLANS FOR EXTENT FLAT BASE -_ CO(®3P�RATE WALL TO SUSPENDED CEILING PARK WALL TO O STRUCTURE z GYP BD F'ARTTIION at METAL DECK � r.__`%N0N-BEp'kRING WALL AT FLGOR � TYPICAL INTERIOR WALL TYPICAL 3-_, -� ag- 3 1 -0 a 3•�1'-0- O'-3•�,� " °,g 37,4.1. ._0ro BUILDING II -----20 GA. 3 5/8' METAL STUDS BRACING SS —FLOOR OR ROOF STRUCTURE. BLOCKING AS REQ'D AT ROOF , TO FLOOR TRUCTURE AT 8'-0" OC c— -- --� A A�(2) �8 SHEET METAL END. BRACING TOO BE SCREWS STABJUZER BAR BETWEEN ALL MEMBERS AT PERIMETF•R A PERPENDICULAR ULARE DISTANCE BETWEEN ADDITIONAL. HANGERS AT ALL MEMBERS WITHIN 8' PERPENDICULAR INTERSECTING C�� (45, WALLS OR HORIZONTAL BRACING OF PEF.IMETER � TAWO FIiK BEiINEEN WALLS EXCEEDS 8'-0. OC LATERAL 9RAC•,NG 20 HOS 400 ANGELES STUD (OR APPROVED EQUAL) UTIAMA WITH (2) #14 WOOD SCREW'S AT TDP AT 12'-0" O.C. EA. WAY COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB „ I a pORTLA1Ii2, Imam OF GYP ED - G I �v (, GROUP MACKENZIE, 1996 ALL RIGHTS RESERVO TFIESE DRA�kINGS ARE THE PROPERTY OF 2 SUSPENDED CEILING _ GRJUP MACKENZIE AND ARE NOT a f I TO BE USED OR REPRODUCED N ANY MANNER,, WITHOUT PRIOR -METAL STUDS �- MRITTEN PERMISSIONA L - —� --•--- - - - REVISI S. 8 -CROSS RUNNERS FIT BE7bVEEN IAV Et�TtON - UNNERS GYP BD MA MAIN RUNNERS AT 4'-0" U.C. i c� SUPPORT Wi' P 2 WIRE AT 4'-Om CL" IG NATE -- r►; 6'-0" MAX. O.C. OR WITH # SION 10 WIRE AT 5'-0" E�tnou BASE AS OCCURSO.C. EA. WA'Y - ! ! ---LATERAL BRACING AT 12'-0' A.C. CONCRETE: SLAB — EA. WAY MAIN ?UNNER TO STRUCTURE PERIME`'TER GIN BRALAND 12 FROM CROS - l MEMBER. r SECURE AL L HANGERS TD BLDG. STRUCTURE. TRAPEZE OUICT WORK --- TYP NON-SEARING PARTTT10N WALL rO AND OTHER LARGE OBSTRUCTION& 31* LADED CEILI[�IG NOTE: Aa L CONNECTION D'ACES TO BE OF AN N.T.& ' APPROVED TYPE AND HAVE 'O(1f CAPABILITY ow-R JAL CONDMONS Di T nntr ---�----- D TAILS A. USE %" TYPE X GYP BD THROUGHOUT PROJECT. C. SEE "STEEL STUD GAUGE CHART" FOR REQUIRED STUD GAUGE FOR WALL HEIGHT. STEEL STUD GAUGE CHART STUDTUD O' To 10'-00 TO 18'--0" To DEPTH SPACING 101•-00 18'-0" 28'--0" NOT 40 Is' O.C. 25 20 ALLOWED 40 24. O.C. 23 18 ALLfIWED --_ -- _--_- -_ DATE: 6• 16" 0.C. 25 24 'e DRAWN BY: DTR/HD 6• 24• O.C. Zs xo 1e CHECKED BY: SHEET i 1 e 3 ggc- JOb ��V��-•� t 31 y0 SW 681h Pkwy ISSUED FOR CONS'TRUCTIOIV: NO. ' BLIP 98.0838 30 of 39 00, Z _ IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 X998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALI'F'Y. MICROFILMED 1�1�111 111111111111I 111111I1IWIN �f�l l�Ill�l,l�f�l I�I�f�l�I�III h1�TIl�'1�1�1 11�I�f� lFl�1 (�I�I�I�t'rl�llllfllll�+I1�1 +t+1�1+,1i�i+t eE+l+�ff+llllIIIIII+�IIiTf. Inllul anllm unlllu II;dnII unIIIII u!clllll nllna aairm alhm uuha Imola Inlay nnllla ►!In nnllla al11a nldlla Ilnhal m�lltn alba I1 nn11 dln a�lia nlln h. ..j Y .iti. '° � pra^ nprnrn�+ .•ew,s•�w,n +"RrR^+ewar ,snr. 4 to • • , .. ., c. : �,r ,. J,i'r n.a .:. . 'xr^ ::r x•e•� 'i%h;. ...� ,Mxr,s, xrr,.:A.:c:.�� w - . ..•..••wnr..••�.. .....`.wn.Y»+r.�+•.,...•1.._-.___.,-.-.... _... +di. ..•..rr i .-«+..+•.............. - �1wrrM�.Mr .., ".�-�-r,;,•,•-- r.. ...r.+..•w+wt+�"iw.e.wu.r+w.wM.-.•,.......»s.+N•++•+•.w+,i+ti�M "' ... r I --51/d- G1YP 8D CEFCOOEDUN ---VENEER EDGE BAND I AT TOP AND AT REv ALS COWANY i __1, 4d50 S.W. Macadam Avenue N NOT. OF CEILING -3%- MTL STUDS W/ INSUL. Suite 220 -- -- _ - Ak T PANEL r-•--- pQ01t Portland. Oregon 5;7201 ►—L-- Phon e: (503)tae--ti.00 I FAX: (503)2.69_8703 ---FACE OF STUD TO BE FLUSH VENEER Ftii'<I OOD PNL / ---- 101 A. DOOR FRAME - - - TYPE 'A' GYP. HCI.. W/ FACE OF CONC. PANEL ''� ATTACHSU SPEC PANTO W W/ R&H ELS _ --EDGE METAL CONT. PANEI, CLIPS AT ------4* MTL STUDS W/ INSUL cohmmm w 2p,1` METAL IiTUDS O 24" O.C. / TOP AND BOTTOM. BREAK i (PROVIDE BI.(ICKING AS REG-D. FOR / � - CLIPS • 1,,kLL REVEALS 153(! S.W. T� St. ELECT. PANEL) —SHIM ---3` 20 C4. MTL STUDS W/ INSUL Phona� (503)228 707"' FAX: (503)224-3638 " GY. BD. iV 1O — ---HuRIZONTAL REVEAL C `n 'L --- ---- VERT. REVEALS SIM. S - � MTL CD6'E �'' VENEER °LYW000 PNL � � � � • SEE DETAIL 3/A8.4 FOR '. � INSULATED STOREFRONT VERIFY _SIZE do LOCATION \--.-----.PAINT {" 16 -" - — --- GLAZING SYSTEM WELL FL�'.: BLACK _— _,�e ATTACNMEN TO WALL OF ELE-CT. F ANEL AT REVEALS TIVICAL TYR e —SEALANT & BACKER ROD - ---PAINT WALE FLAT BLACK AT REVEALS TYPICAL 6- METAL STUDS O 29" O.C. x I S �JVALL • ELECTRICAL PANEL WALL_ • WINDOW' EDGE p �� WOOD PANED REVEAL DOOR JAMB CORNER WOOD PANEL REVEAL • C.B. f j4 •f -0 1 1/2`-i'-0" �;, ��_ 3•�1 -0 <, .s"�1'-0` I O ELEVATOR LOBBY 3"�1'-0" w o Landecape Architect WArlM MAIC:Y 111 S.W. OAK ST. Suite 200 - GYP. BOARD Partiond, Or6gon 97204 WOOD PANEL S- Mn sruos Gy?. BD. Phone: (503)22'B---3122 - (ATTACH WITH GRANT CLIPS) _ i I - - *AU 1% SCONDITIONArborist 3 A�CIAIM I —I%- FURRING STUDS P.O. BOX 641 WOOD NOSING WITH 1/2" RADIUS RADIUS 1� Portland, Oregon 97207 Phone: (503)222-7007 10 v I 3%- MTL STUDS W/ �/ R-13 BATT INSUL i ( Surveyor t 3/40 CMU-TMM W. %D ` 15115 S.W. Sequoia Parkway, I �D • WOOD BASE a o ` y .S. W/ PERIMETER Suite 1501 �• WOOD BASE INSULATION. VE1 7Y W/ MECH. Portiand, Orwgon 97224 i l a 4 Phone: ('503)684-0852 CONCRETE PANEL c-=------=- PROJECT: !-� PROVIDE BACKER ROO AND SEALANT AT i i MANGLE L�-XTERIOR TVP. CORPORATE �~ c . - . WOOD BASE $ FURRING COLUMN D.S. N ' AFDC WOOD BASE WOOD WALL PANEL PILASTrcR WALL _ 3"-1'-0• � 3"-,•-0" � 30-1 � 1 1/1•_,•-0• 1 BllIL.C�; 11 t INDIVIDUAL DUCTS TO HAVE d l UL RATED FIRE DAMPER t ! ( I O SHAFTWALL PENETRATION � T� �� 1" SHAFTLINER W I 101 I-STUD O 24" 0 C. %• TYPE "X" G.S. } GROUP MACKENTiE, 1996 I I •J" TRACK ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF I GROEIP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN I 1 ANY WANNLR, %1THOJT FRIOR II I WRITTEN P�RMtSSIUN PROVI[lE UL RATED FIRE I I DAM` ER d FLR, LINE SEE STRUCT. FOR SIGNS. REM" Wim+ I I FLOORING SYSTEM GUJ%NG DATE nE"(* ED1710" _SEE - I I I PLAN 14'-0" -` 1 A.F.F. I I I I - 1• SHAFTLINER W/ I I I-STUD O 24" O.C. l ( I TYPE "X" G.B. SHEET i1TLE DETAILS ATTACH TRACK W/' POWDER DRIVEN FASTENERS O 12" O.C. 20 GA. 3%" METAL STUDS i A 24" O.C. W/ TRACK _ -- — — "J" TRACK O EA. END 0 EA. END I I I PROVIOr BACK TO STK I�.,T., '0 36. 0.C. 4 4- -- -- - - DATE: i DRAWN BY. DTR - - - - - - -- — - - - - -- - -- -- - - CHECKED BY- SHEET A8 * 4 p_ I 9,_0 I � I A.F.F. i � 13 UP 9 SW 88th pkwy SUSPENDED CEILING • ;2r�� I BIJF 98-003E 31 of 39 FOR �Ilk TM� r SECTION SHAFT lot !!!7 1 HR SHAFT 1 f •1 -0 __ .__ _._ .._._ - _ r • i IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 OOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. r�11rROFILMED Ill 111111111 I1I1I1IIIll�I I�ljijl�l+Ijl r�l�l�l�ill�l�i!�I�i�l i�l�l 1 tr ijL�'i�t�1 1!I�I�1f((1�t ijljtj! 1 i�t�I�I�I'I�f �I �nl�r��lll I�l�liljl�►( i11,l�ill� No "m w soft � intim nulnn nnllm onion t!nlin tndnu mbar nnl�m Ililhm nnIlnlTi�,lliul nnhul nnlnll ndnn IlNlnn nl�nn ndml uldnn nrlir�lH niarr ' Mn '' ihrl nn n�h I+ + o .. .. - I a' GENERAL. STRUCTURAL NOTES A ABBREVIATIONS 46502IAGcadarl, Awnuo � Suit* 2202? Pwtland, (kegon 97201 Phone: (503)299-6000 x I � N CRiTEDRIA AB AIMHLIR BOLI i'l.X: (503)299-6703 SlNuc-41IRAL STEtI �.-.:_-.�.�.�..._ - -^--• OOk]WETE �y LSLHT GAGE STEEL FRAYINJ .... �..�.....�.��..�...�....�... AFS ABU'S FINISH FLOOR -�__, ALT ALTERNATE t. GOwlNN w BUJLDd+G 00"; 1984 Lftr RM LiUumw CGDE. WITH 1. ALL W-"SECiIOH SHAPES ASSAIL CDNFgRY 10 DUAL CWT1FICATILC A1.;i ASTM 1. f10MytEiE MIXED •TALL K OG'VIED BY A QUALIFIED TESTING 1. LIGHT-GA" STEEL SHALL OW0W Ilk ALUM ALIAtINU41 R&H AIMENOIR7NTS A072 OR. 30. OTHER STRU(:TURAL STDl ROLLED SHAPES AND PL.AI•IE'S SHALL LABORATORY ARID NE%KVED BY TIE ENGINIM MMONAN COAn3E /. ASIA .1-440 CGDE D (ty 50 KSI) ►CINE 16--4NAGE AND HEAVIER. ANDD ANODIZED "VONFORM TO ASTM A30. AGWfETGATE SIZE 19 1/2 INCH. MIX DL' M SHALL BE SEALED 91" A (SEMI Lk ASYM .1-440 &KAi* A (r y 33 KSi) FOR 16-QAM AND LIGHTER. APPRO( APPROXIMATE E��1�� W. : GI MY UW 10AW. 01 NCR LICEMMD IN THE STATE Of THE PROJECT. I ARC'H'L/ARCH ARCIITUC TURAL 1330 S.W. 10)10r St- : Oregon 97205 LIGHTWEIGHT _ ROOF . . . . . _!! Fff L S'TTR�It:TIMRAP. STk-El PIPE' SHAd1 L'OHFGIi'Y TD ASTM AlW3, i1�PE E DN S< s AL. FABRICATION, f�Pt-CTION,: APrli IDf?ITYFICATI(IN :1F ItGHT-OAS S'fEFI • AT POrtlaYld, (>AiOW BUYD_U, M ACOOIRDAFK)E WCTH 19Y UBC MYt.NOIX GH if;, pRALPr_ B CIR ASTL A501. YPLL TEST REPORTS FOR STEEL. PIPE 9HA11 BE � 40lINEQATE FOR ►NORMAL MEIpHT tXkKXt£TE SHALT. COFMT01lM TO ASTM Cd3. FrLANrYNG STALL CC'Hf"(IRM TO UBC SECi1aN 2x30 AND ANSI PhtxWM�: (.`i1J3)228-7177 &) >(UttMITTED !AOR APFwaV.�. AGISIREGATE TLAND ClFOR BH r OR SHALL TYPE If CONANDFORM OAST CONFORM a VEC1FIFCAr10NS � p k�NA1L FAX (503)224-3638 FLOOR . . . . . . . . . . 00 PW PLUS 20 PSP'PARTITlp1 LOAD i 'WIRUCTURAL 5711 TLWNG SHALL CONFORM TU ASTM AyX% GRACE B ASTM C15a a PROVIDE ALL A+.CESSOINES LWAADING. BU7 NOT LIMITED TQ YRACkS am BETWEEN EXIT FACILITiES AND OOIM01PHU S . . . . . . . . . . . . . . 100 PW (FY '- 40 K%). CIPS, MEF STIFFENERS. AWWORRS. FASTENING DEVICE'S AND OTHER BLD BUILDING P,p 3. ADMIXTURES MAY BE USED WITH M" IR APPROVAL OF THE E44IIIJI&OL ACCES90RIES'i WOUSNFD FOR A AM"U M. ANC PROPER INSTALLAnIN. BILK B1Dc`( L SEISMIC 4♦ ANCHOR &XTS SHALL CONFORb TO ASTM A.307. UNLESS HO(i:D OTHERWISE. ADMIXTURES USED TO INCREASE THE W RKABIUYY OF THE CONCRETE BIKG BLOCKING QEC GFFICE MIIDNG SHALL HOT BE CONSIDERED TO REDUCE THE SIPfCWIW MINIMUM CEMENT 4, NST.L.L. BRIGGINGI/BLOODING IN UGHr-GAGE STEEL 37VD WALLS IN ad BEAM SE39M ZONE . . . . . . . . . . . . . . . . . . . . . . . . .3 :a STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHAII. GOAN•"ORM CON'ILNE CALCIUM CHLORIDE SHAM NOT BE USM ACXaMAMM WITH THE M/WUFACTURE.R'S RECOMMENDATIONS AND AS BOTT BOTTOM BPOT;TAMM FAC'T'OR I . . . . . . . . . . . . . ,t♦0 TO THE AI9l SPECIFICATION FOR S7:UCTURAL STEL LMIIUIINGS - SHOWN IN THE DRAWINGS. aw BEARING vWJM rVPE RW (CONCIBEIE BNEAR 1" . . . . . . . . . . A ALLOWABLE STRESS DES,ON AND PLASTIC DESIGN.' IWA EDITION. MIN 4. COW'RUSr'SIME STRENGTHS OF CONCRETE AT 2P DAYS SHALL BE AS FOLLOWS, � x M194I)MEN75, AND THE AI&: "CODE OF STANDARD PRACTICE FOR SiM MIINGS AFD SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . 3WO PSI & MILD LIGHT-GAGE STEU XAM1NG COINNEC71ONS, EXCEPT WHERE SELF- Cd CONTROL %1INT �y d BUILDINGS AND BRIDGES." Well EDITION WITH AMENLAIUOTS. STRUCTURAL BEAMS, COLUIMM AND TILT WALL PANELS . . . . . . 4WD PSI DRILLING SOWS ARF SF" ♦ 93X (( CENTER UNE ` j BAWL t1IND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . BO MPH ODW;IWTE FiLL OW A METAL DEC( . . . . . . . . . . . . . . . . . . .3000 PSI CLR CLEAR 4 r 1•- E]fPOdUiE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B 0, OPEN WEB STEEL JOISTS AND JOIST GIRDERS WITH THEIR BRID01100. BRACING, SL AD (X1 GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI B, t•LDS SHALL CONFIDRN TG AWS 9PECVICA110NS. WELDERS SHALL BE CITU CONCRETE NASYXdRY UNIT IIPORTMNG7 FACTOR I . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 END SUPPORT AND ANOHWAG. AND ERECTION STAr11N1)'Y AND HANDLING CERTIFIED FOR UGIT--GAQE STEAL. UNDF-R AWS SPEOFIWITIONS. COL COLUMN REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STEEL JOIST INSTITUTE B. MIXON<:, TRANSIPORIING. AND PLACING OF' C004CRE-M SHALL CONFORM TO CONIC C10NCRE7E STANDARD sKMCAT7GNS FOR sYt'f: JOISTS AND JOIST G oiER , LATEST ACI ADW-05 AND PRO.,ECT' SPECIFICATIONS. AL:_ CONCRETE SURFACES 7. O'SONAT.ONS OF COLD-"00IM D. LIGHT-GAGE STEEL SHARES REFER TO CONI CONNECTION EDITION. TOP CHORDS OF, JOISTS ANN& JOIST GIRDERS SHALL CONSIST OF AG;iNST WHICH CONCRETE IS TO BE PLACED SHALL FIE THQRSI0&Y T'N06E DIESMIND IN ICB 0 EVALUATION REPORT 4043 OF THE METAL STUD CLft%AT J•( CONSTRUCTION JOINT ANGLES OR TEES CU.'ANED, LAITANCE AND STANDING WATER SHALL BE REMOVED. MANUFACTURERS' ASSOCIATION. OONT CONTLNIJOUS 111110"AL COORD COORDINATE T 7. SUISMIT STNUCTURAL DMC DRAWINGS AND CALCULATIONS (BOTH BEARING B Al REINFORCING V 4M ANCHOR BOLTS, AND OTHM COOM'TE INSERTS (:B( COUN1L1'COVK 1. TW PR(AJECT SPECIFICATIONS ARE NOT SUPERSEDETI BY THE STRUCTURAL 110E SEAL OF A PROFESSIONAL ENGINEER AFCDISTT7RED IN THE STATE OF STALIN BE CLIENT. SEtSIREJ IN POSITION PRIOR TO PLACING CONCRETE CTR CTE?I'TER NOTES CXINS UL7 THIS SPECIFICATIONS FOR ADDITIONAL WOUIIEME)NTS IN THE PROJECT) FOR THE DESIGN OF THE STEEL JOISTS AND JOIST GIRDERS. PROVIDE STANDARD DAR CHAIRS IW SPACERS AS REOUN" TO MAINTAIN EACH RECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE CONCRETE PROTECTION SWIDIFIE). d PENNY(NAILS) H PRiECO04KX OVER THE GENERAL SINX:TURAL. NOTES AMID r113it:AL DETAILS, B WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD OK DOUBLE I. Q 01.1 LATEST EDITION. ELECTRODES FOR SHOP ANO FIELD WELDS SHALL 7. CONCRETE COVER PROTECTION FOR REMORCE ENT EArS'S SFIALL BE AS SPE'CxAL MSPEC77ON DBA DEFORMED BAR ANCHOR 2. TW OON:'7ACTDR SHALL VE RVY ALL DIMENSIONS BF3'aW CONSTRUCTION. CONFORM TO AWS A'J.1 OR AWS A5.86 CLASS E70XX. SLIMIT SPECIFICATIONS FOLLOWS; (SEE A.GL 316-89 S£C110N 7.7 FOR CONDITIONS NOT NOTED.) `" 'IF DOUGLAS FIR I THE ARCHITECT SWL LTE NOTIFIED OF ANY DISCREPANCIES OR OF PROPOSED SUBqTITUTE FIUPji METAL FOR APPROVAL a CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH Jr. N ACOORDANCE WITH UBC CHAPTER 17. THE .•IOtlLOWING TYPES OF WURK REQUIRE L'IA/6 DIAiMEiER INCONS1S;TEWxs b. CONCRETE EXPOSED TO EAR7'.r OR WEATHER SPELIAL NSPECTICIN. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL OiAPH DIAPHRAGM W � I. Si71.ICING O STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE BARS P AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . r 1•'QU/ICMFNT i FOR iNS°EC IIG N AND TMING. ON OB VISION 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL CONTRACT OOCLKAENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL. OF BARS 05 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1 1/r DL DEAD LOAD DRAWINGS. THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND a CONCRETE NOT E.1(POGID TO 64ATHER OR M CONTACT i.:TH QVOU ND: "- - --- _- � DO ixm Lp V M � 0 CO NNEL'"ON r0 BE MADE SI-ABS, WALLA JOISTS - /11 BARS AND SMALLM?. . . . . . . . . .3/4' ITrA Piz` (NAPIER 17 DESCRIPTION ON DOWN 46 ALL WORK SHAM CONFORM TO THE MINNUM STANDARDS OF THE LMLIFOW/J BEAMS COLUMNS - TIES. STIIRRUF$ SPIRALS . . . . . . . . . . 1 1/7' 1'GYNN174" -STRUCTURAL CONCRETE t1>.Wdetape Architect BUI011G (RODE AS AMENDED AND ADOPTED BY THE STATE OF OREGON 10. FEADED CONCRETE ANCHORS SHALL G' NO-SON HEADED CONCRETE OWL DRAWING 19" ED(170N w THE STRUCTURAL SPECIALTY CODE, ANCHORS /OR APPROVED EQUAL.)o AND SHALL CONFORM TO ASTM AiOB. B. IIEINFONRCIFa! UTEt1 FOR WWCWTF SHALL B£ GRADE 60 AND SHALL a COLT.", INSTALLED IN CONCRETE -WEDGE ANC7HCR INSTALLATIONINSTALLATIONOWLS DOWELS TION WA" SHALL BE AUTOMATICALLY LTD WELANZ WiTH SUITABLE STLID CONF,1W TO ASTM ALIS OR A708 FOR WED TYPE REDVFl1RG7NG STEEL_ MACY i WM0]RE :NniCA717D ON DRAWINGS 111 S.W. ()AK ST. : S. !E ARCHITECTURAL DRAWINGS FOR THE FOLLOMNC` MELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE REINFORCING BARS SHALL NOT BE TACE( i-I. ED. WELDED', HEATED OR _ _ -- EA EACH a SUkF. AND LOCATION OF ALL OPENINGS EXCEPT AS NOTED. N ACCORDANCE WITH 74E RECOMMENDATIONS OF THE NELSON STUD CUT UNLESS INDICATED ON THE CONTRACT DC.,'%4MENTS OR APPROVED BY EF ,EACH FACE Suite 200 L SIZE AND LOCATION OF ALL. INTERIOR AND EXTERIOR NON--F.EARINO WELDING COMPANY. THE STRUFCTURA. ENGINEER. J Rt',:FCRCJNG STEEL SIG STEEL PTILT ALLEWT �-.S EXTERIOR INIAX-ATIOV Portland, Oregon 97204 PAR77TIONS �ISJDAT1oM AND TILT WALL FINISH SYSTEM Phone: (303228--.'0122 a SiDE AND LOCATION OF ALL CONCPM CUIRIIK FLOOR DRAINS, SLOPES, 11. DEFi7RMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ,ANCHORS 0. WELDING REINFORCEMENT OARS. WHEN APPROVID VY TFE STRUCTURAL ElEV ELEVATION OQMRESSF.D AREAS. CHANCES IN LEVEL„ CHAMFERS; GR%YJVES, INSERT`S (OR APPROVED EQUAL), AND SHALL E MA-X FROM LOW CARBON STEEL ENGINITY, SHALL CONFORM TO THE AMERICAN INEWING SOCI;-TY STANDARD 4. WELDING --ALL FI" WELDING ELECT ELECTRICAL ETC. CONFORMING TO ASTM A490. ANChLRS SHALL BE AUFOYATiCALLY END-- 01.4, LATEST EDITION. E7OXX E EC'rRODES SHALL BE USET► IN WELDING -AU. 940P MELDING (JJ EDGE NAC_ AT OHat } L SIM AND LOCA71CW OF ALL FLOOR AND ROOF OPFJNNGS, EXCEPT AS WELDED WITH S')ITABLr- WELDING E7UiPMEN'T IN THE .5 HOP OR iN THE FIELD. A706 REINFORCING BARS TO A36 STRUCTURAL STEEEL. - --- Er" EDGE OF PANEL WAIM L O SHOWN. WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE lb HIGH.-STRENGTH BOLTS -STRUCTURAL STEEL BOLTED EO EOUAL. & a FLOOR AND ROOF FINISHET. NELSON STUD WELDING COMPANY. 10. DETAILING OF CONONCIE REINFORCEMENT BARS AND A(tZSSORMS SHALL CONNECTIONS PER EW EACH WA" t STAVE FRAMING AOETAILS, EXCEPT AS SHOWN. CONFORM TO THE RECOMMENDATIONS; OF THF. A.C.I. OETARD4G MANUAL. UBC CHAPTER DMSiON IV EXIST EX TING P.O. Box 641PA ' 4 DIMENSIONS NOT SWM ON STRUCTURAL DRAWINGS ACI COMMITTEE 314 INS, EDLFP ,n•/k,► EXPANSION LIGNIN Portland, Oregon 87207 L RESAR COUPLERS EXT EXTERIOR Phone: (503)222-7007 ti L SEE MECHANICAL, PLLUMSM AND ELECTRICAL DRAWINGS FOR THE SiTE CAST TILT-UP CONCRETE WALL PANEL it. GROUT 91AU BE NOIN-SWUNICABL£ GROU CONFI7RMING TO ASTM 0627. _ FTJLLOMNNVR AND SHALL HAVE A WC1W OOMPRESwS;VE STRENGTH AT 20 DAYS OF F,y FACE OF t�y a PIPE RUNS,, SLEEVES. HAN(MM T:iENCHM WALL AND SUB OVENAK:S 1. UNLESS NOTED OTHERWISE,, PANELS SHOWN ON DRAWINGS ARE TO WOO PSI. PREiROUTING CWF BASE PLATES WILL NOT BE PERMITTED. FB FLAT BAR SuryOri ..,c - £TC„ EXCEPT AS SHOWN OR NOTED. r'RECAST ON SITE, TiLT-LIP CONCRETE WALL PANELS. FN FINISHED b. ELECTTRiCAL CONDUIT RUNS. P^vS. OUSTIETS IN WAISS AND SLALS, S2 FTMIS FOR CONCRETE SHALL LC LAID OUT AND CONSTRUCTED TO PROVIDE F1R FLOOR �'LT � `I a CONCRETE INSERTS rvm FIXTURE'"► 2. SEE GENERAL NOTES SECTIONS •CONCRETE' AND "STRUCTURAL STEEL' FOR FOR THE REQUIRED CAMBERs./SLOPES. FN FIELD HALING 13115 SiParkway, d SIZE AND LOCATION OF MACHV* OR EQUIPMENT BASES ANCHOR 0ONC3RETE, REINFORCEMENT BARS, AND E]MBWOED PLATE SPECIFICATIONS. FOC FACE OF' CONCRETE N:�gUOo aI y, BOLTS FOR MOTOR MOUNTS. 11 CONOUI� OR PIPE SIZE (On) SHALL NOT EXCEED 30 PERCENT OF SLAB FOM FACE W MASONRY Suite 150 1 THE CENTERUNE OF SINGLE MAT SrcEL SHALL COINCIDE WITH THE THICKNESS AND SHALL BE PLACED BETVM TROP AND BOTTOM REDNFDOCYNQ FOS FACE OF STUDF Portland, Ore()OPT 97224 7. MEn4OOS. PRCCEDURESS AND SEOCESNCE:S OF CC04SIRMT70N ARE THE CE7NTERP-1£ OF THE STRUCTURAL NNICCNESS Or THE PANES. PANELS NTH UNLESS SPEC'DICALLY DETAILED OTHERWISE CONCENTRATION OF CONOUITS FM FAZE OF !WALL Phone: (503)684--0652 RESPOlSMJTy CSF THE CONTRACTOR. THE CONTRACTOR SIIA11 TAKE ALL TW LAYERS OF MAT S71EEL 94AU HAVE A WAT 1-1/2' MEAR ON THE OR PIPES SHALL BE AVOIDED EXCEPT HMHERE DETAILED OPENINGS ARE FAD FOUNDATION NECESSARY PR!'CWWTIONS TO MAINTAIN AND ENSURE THE INTEGRITi' OF OUTSIDE FACE AND 3/4" CLEAR ON THE INSIDE FACE. SEE PANEL PROVIDED. FT FEET/fWT r--- -- - TAE STRUCTURE AT ALL STAGE'S OF (XNSRMnOK ELEVATIONS FOR ADDITIONAL ROWOR'CE)IONT JEQIIIWAL.v'�a FTG FOOTING PROXCT: 11. PROVIDE SLEEVES FOR PLUMBING AND EIEC711TICJIL OPENINGS IN CONCRETE HL TAE CONTRACT STRUCTURAL. DRAWINGS AND SPECIFICATIONS REPRESENT 4. PROVIDE 2-/6 CONTINUOUS AT THE TOP, BOTTOM AND SIDE:. OF EACH BEFORE PLACIIC. CORING THROUGH CONCRETE iS NOT PERMITTED EXCEPT GA GALAGF. �� THE FINISHED STRUCTURE- THEY DO 40T INDICATE rE METHOD OF PANED_ AND AT THE HEAD, JAMBS AND SiLL OF EACH OPENIG AND EACH WHERE SHOWN. NOTIFY THE STRUCTURAL ENGD*JDk N ADVANCE %.F CONDiTIONS GALV GALVANIZED 00N57tUCTION. THE CONTRACTOR SHALL PROVIDE ALL. YEASUIPES FUTURE KNOCK-01ST OPENING W THE PANEL.. NOT SHOWN ON THE DRAWINGS. QEAI GENERAL NECESSARY TO PROTECT• THE STRUCTURE, W^ ^RIMS, AND VISITORS DURING CLD GLU LAM BEAM CO, I�I O T� I CONSTITUCTION. SUCHi MEASURE SHAY. INCLUDE, BUT NOT BE LIMITED T0; S THE GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL PANEL I& CURING COIrPOLMDS USED CMI CONCRETE THAT 13 TO RECEIVE A �1�'': PR GRADE 0RAC1W^ SEHORiNG FOR 0ON5TRi_,CON LOADS ETC. VISITS TO THE SITE OLIENSIONS OPENINGS, BEAM AND JOIST POCt-ET LOCATIONS, WELD PLATE TILE FINISH SHALL BE APPROVED BY THE TLE MANUFACTURER BEFORE USE. BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL HDR HEADER ©�� (TEEMS EINGiNFJTRR PRIOR TO CASTING PANELS. NOR HANGER r 14OIRIZ/4OR HORIZONTAL BUiL.DINO iI L OPEININGSe POOCE M ETC: SHALL NOT BE PLACED IN STRUCTURAL S. EXPOSED EDGES OF PANELS SHALL BE CIAMFERE.D, D(CEPT AT THE INSIDE HS HEADED STUD y ELEMENTS UNLESS SPEMCAILY DETAILM OR APPROVED BY THE FACE OF OVERHEAD DOORS HM STPD40TH BOLT l STRUCTURAL ENGINEER. HVAC KATING,, VENTILATION ANO «1 7. S) ARCHfMCTURAL DRAWINGS FOR PAMCL FINISHIES, REV£ALS, CHAUFETRS, AIR CONDITIONING 1n CONSTRU!CTiON LOAD (MATERIAL AND EQUIPMENT) SHAT: NOT NICKED THE 'TC ►CWS HEADED VRID STUD DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADE LATE SHORING AND/ OR BFACING WHERE STRUCTURES HAVE NOT ATTAINED DESKIN ST RIE NGTH_ B. THE PANES HAVE WEN DESIGNED FOR THE 1N-SERVICE CONDITIONS ONLY. 1 1) INSIDE I)IM A'.S t THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FR)R THE PANEL LIF-PING IF INSIDE FACE 11. WEN A DETAIL IS DEHTIFIfD ISS TYPICAL, THE CONTRACTOR SHAD- APPLY DESIGN AND METHOD. NSaUL INSULA TION T/S DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION BIT NTEMCIR WFPr'7TER OR MOT THE REFERENCE iS MADE IN EVERY AtSTMNE 9. LIFTING INSERTS AND FINISHED TO MEET THE ARCHITECTS APPROVAL SHALL BE PATCHED JS T JOIST w JT JOINT10. TEMPORARY BRACING OF PANELS SHALL NOT BE REMOVED UNTIL AFTER THE SLAB LEAVE OUT HAS BEEN POURED AND THE ROOF DIAPHRAGM L ANGLE FOUI)ATTON CONSTRUCTION HAS BE£N COMPLETED. lRl LIG SOLI � . OaloOIR LL L[W if,, 40 1. TAE NNK FACE 'ORMATION AND _13SE UNDATION DESIGN ARE BAD ON LLV LONG LEG VERTICAL 4�'W A RETORT PREPARED BY GEOE7NGNP.RS GEOTECHNICAL LONGIT LONCITUDINAL �� HE�� a CONK XTANIS'i, REPORT DATED JU A A ION. THE CONTRACTOR LP LONPOINT �t1Ir..RES: S SHALL POW RM EXCAVATIONS. FL'T'ING CONSTRUCTION, AND PREPARATION LWC LIGHTWEIGHT (.QNCtETE OF ECHE 4UBpRADE UNDER THE SLAB ON GRADE IN ACCORDANCE WITCH METAL DECK r_ THE THE PROJEC ASIF1CATIONS TIONS CONTAINED IN THE CF OTECHNiCAL REPORT AND ME T L DE MAIL MATERIAL , CGi 1. METAL DEC( SHALL CONFORM TO THE SPECIFICATIONS O THE STEEL DECK GROUP MAX MAXIMI1 {µESE DR'MNGSMARE THE EPROPERTY OF 2. THE FOUNDATION FOR ILMI: STRUCTURE HAS BEEN DESIONEXI FOR AN TIM YACH!NE BOLT � � RIGHTS RESERVED 2 COMPOSITE PWOR DECD( SHALL BE VERSO TYPE W3 FORMLOCC OR APPROVED GROUP k0,C)(ERIE AND ARE NOT ALLOWABLE SOIL--BEARING PRESSURE OF 25W PSf 4 EQUIVALENT. SEE PLANS FOR GAGE AND IOTA: SLAB DEPTH RFOUIRED. him MECHANICAL TO BE OSLO OR REPRODUCED IN MFR MANUFACTURER ANY MANNER, WITHOUT PRIOR J. FOUNDATION CONDITION; NOTED "ING CONSTRUCTION. WHICH DIFFER MAI MINIMUM WRIFTEN PERMISSION FROM THOSE DESCRIBED I14 THE aOTEC7NNICAL REPORT SHALL BE S ROOF DEC( SHALL BE NERCO TYPE HSB-JB (X2 APPROVED EQUIVALENT. Mlcc MISCEI.AHEQUS REPORTED TO THE STRUCTURAL ENGINEER AND/OR TFE GEOTECHNICAL SEE PLANS FOR GAGE. MK MARK REVISIONS: ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 4. UNLESS NOTED OTHERWISE ON PLAN, CONNECT DECKING TO SUPPORTING ry♦ NOIN CONTRACT 4. CONTRACTOR WALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM MEMBERS WITH 1/2' EFFECTIVE DIAMETER PUDDLE (FUSION) MELDS SPACED NO./, WT SCN EDMON EITHER STrWACE. GROUND, OR SEEPAGE WATER. AT 12" ON CENTER_ USE WELD WASHERS ONLY IF RECOMMENDED BY NOM NOMINAL CLOSING DATE MANUFACTURER. N'iE NOT TO EXCEED 6. ALL ABANDONED FOOTINGS, UTILITIESr ETC_. THAT INTERFERE WiTCH NEW NTS NOT TO SCALL: CONSTRUCTION SHALL BE iREMOVED. S. WELDERS SHALL BE AWS-CERTIFIED FOR LIGHT-GAGE WIELDING. 01C ON CEINTER _ f, SITE PREPAP,ATTON AND OVvwxcAVA,noN1 ECaMPACTION OF SWOIL5 SHALL f ESS NOTED WQ OTHFRSE ON PLAN, BUTTON PUNCH SIDE.APS AT 2'-0' � 01) OUTSX* UTAAIETE]R BE PEP.FORMEO M ACCORDANCE WiTH RECOMMENDATIONS PRESENTED IN CIF'/tW OUTRIDE FACE THE SOLS S OL'_S ROWT PfFETRENlE3D ABOVE ON OPPOSITE HAND O'HG OPENING "♦"'�- /"»'�" 7. CONTRACTOR SHALL PROVIDE FOR OCSION AND INSTALLATION OF ALL OVAD OVERHEAD CRIBBINQ SHEATHING, AND SHOR NG WOUBRED TO SAFELY RETAIN THE EARTH BANKS PJ PANEL JOIHI f PLATE PLYWD^y PLYWOOD PS PAIR STRIP �_•-_+ ,, -.�»�� PSr POUIVS PER SQUARE FOOT PSI FOUNDS PER SQUARE INCH PT PRESSURE TREATED W SHEET TYLE: RE-IFNF Wife ,��eHG REQ REV R "ENERAL SM/w� ROUGH 1N4 STR U TU RAL SHTG s"RING NOTES 9111 SH $L V V„ BLV SHORT ORT LEG VERTICALi I• 9P/9PA SPACE(OXS) SPEC VVIDIFiCATiON s STAGG STAOOF3RW STD STANDARD STiFF STIFFEI" To TOP AND BOTTOM T/ TOP OF TAA( T"xx(MESS) TL TOTAL LOAD IN TOE NAL WE: TOF TOP OF F0077HO j IN TTJP OF STEEL DRAWN'•BY: NAE Tow TOP OF W.iLL TRANSV TRANS%EiRSE (;FLECKED BY;TLS IS STENS TV `rAI. SHEET l ` UONAWO UNLESS OTTHf'RWTSE NOTED ` U/1 1.1149E RSTDE VERT %"TICAI. W/ MIRTH si c e W0 WOCO ! W/o WiT4MT vs MIITFJR SMP WNIF 1111IED PARE FAM G ISSUED CCASTRIXTM: i:;40 SW 881h Pkwy JANUARY 1�, 1 ►7 BLIP 98-0838 1Z of 39 IF THIS NOTICE APPEARS CLEARER THAN THE QC� $ 1998 DC.TCUMENT,THE DOCUMENT 19 OF MARGINAL QUALITY. MICROFILMED 1 r1111JillIIJi iIIIIIIIIIiJI n IItIIJilljNW11411MI1 11111111111 Jill-11111i1�� iul�ni�Ilnht+!nill►nhnnlm�!nnlin in!1nn ndNl !!�Iml,mlluu!u!h iLnII�I ndnN Ltnln!L LhI11 IL11Ln nnnn lndnn rlulLm illiLt11111111 ! ILL �Ln1 11�ILn nthl W 1 r ... ",.:.r_.....�, r.,y,...gw„yry.+'@��:c•'."`.1"i .y": ,..t:!I::'1P.ilU'I .t. • •xs7r,,. r, .. ,. _ RPM"'11WORMT-Tol"T ., WIT 7 .... - ,..r, 1 Y• 1' rV • '�.N�". _.......... ,. 3fl• .. .. ,xR, f+. .,ct'�'#1' .� d. . x_. V. !, � -.�" .. �•d�F-`f , x. .-r. ..& ^dF' .. a -vif- ii., rr^ �i, :1 Y .. . .,........_... ... � F .. "r1�ti4�"< .• `�} ..� :.:. .. .. .. �.p,_:. .._. ,. .� ...,....,..w...-.... .........._...'....._ .w...... ,w..iw,,.� �..:. .. .!c__. . �/F� � �. .. `. ,i' +...w •:=�!�h ��'',v:1 _ �. 'W�F`^'t .._ •f!?xk, &••r 9r. (Mai m _ :.. wr .wa..w.+..r' ..,,.......w.-........_.,........wry.,... ;. .�......w..-.�.. _.ti...w_.rrrw�wi.ti.«M'..n...«-._w-.uw.w.w..._.r.. .:...._-.... ++w'wI'w.r..Nw.'4 -».._+ri.ww-.w•.«. ....w..r.+.....«.rr..r+._r.r+t+ ...w'iiY�r..+.r.W.w..w,.w•. . ._- s' MIN �'2 3/4 IN fm M 04NUM81NE!� , � �' __._ "�• ° TRIM kUPS 1. SLAB OPENING" i�3 ICm ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER NOTE: "BID S.W. Macadam Amwue It OR SHORTER SiiDE ,A* THE LARGER OF THC. TWO ARE CONSIDERED TO FORM A 0 - 6d FOR #3 THRU /I8 Sults 220 TRIM B',RS OPENING COMBINED OPE=NING. D - 8d FOR p, f•0 f #11 - Portland, Or 97201 2. THESE DIAGRAMS ARE FOR COI,MINED IPVNINGS WHOSE LARGER DiMENS:'.WN D ■^ 10d FOR /►14 ! /18 �- �r I Zi DOE" NOT EXCEED 3'--00. SEE PLANS FUR' OPENINGS LARGER THAN 3'--0'. D #4 #5 Phone: (503)2W-6000 w. To;i 4d FOR T1E5. �3. FAX: (503)299-670.1 3. TRIM BAR E3(TENSION' PAST EDGES OF COMBINED OPENINGS SHALL. BE 1'-0' j, ---- --- - 51 �---- FOA' #4 BARS AND -8- FOR #/I5S BARS. RECTANGULAR,- 1,-p, _TRIM -COMBINED 4. DISIaLACE SLAB PRINCIPAL_ REINFORCEMENT TO EACH SIDE OF COMBINED - -------- --_-�---- 1 --/4 x 8'-6 -- F . ` QaX BARS I CM= CONBTRJCTM CO. iso OPENING OPENING OR PLAi-c !IETWE EN iNDI VIOUAL OPENINGS. DO NOT Clic SLAB �- p& ., ROUND OR SQU��IiE / � \ 1'_p• � SLAB OPENING - 1 -0 MIN,3--0 MAX PRINCIPAL REINFORCEMENT. -� - - --_.__fi & TENDONS MAY PAS'S SET•WF.EN SLAB OPENINGS WHEN THE DiSTANCE BET�._.EN Q d 1'533 S.W. Taylor St. " OPENINQS IS flRt ATP',? THAN Ok t gUAI_ 'TO b HE SVB T"ajC(NE-SS PLUS `` OA A Q �N-1) TIMES J INCHES, WHERE N C3 THE NUMB R OF TENDONS INA x Portland' Oregon 97205 ,x I. \ / bEIh10LF OR DUCT. TENDONS MUST F�' UOW A STRAIGHT ALIGNMENT (-IN PLAN) �� _- Phone: (503)228-717'7 /N THR^)UGH THE COMBINED OPENING AND FOR Al LEAST 24' ON EACH SIVE. 90 � FAX: (503)224--3638 3 �.._ 3'-0' MAX OMBINED 6. SEE DETAIL 1/51.1 FOR I-RiM BARS FOR ISOLATED SLAB OPENINGS. A _ -- ��3 �`�� r--- - -- - - " --- - - 57D. OPEI�.ING 7. Sl1I3MlT SPECIAL SITUATIONS TO ENGINEER' FOR REVIEW. � CAY _--- ------ ,�, COMBINE TRIM 6'Ai3 REGMJ R_ $: � D�--T-~ U - � -� OPENING - y IF THE COMBINED OPENING IS SMALLER THAN 1 -0 , PROVIDE (1) #4 .� .r. TOP AND BO fOM BETWEEN OPENINGS. 4d OR 2 1/2' MIN � � ( � � o NOTES z■ 1 1/2' IF THE LARGL . DIMEEN"ION OF A COMBINED OPENING EXCEEDS 1'-0" BUT THE � 3^ MIN d - CL.R• T%t� 0 1 'l?'_ ■ 8 SMALLER DIMENSION i5 LESS THAN, OR EQUAL TO 8 AIJD PROVIDED THE 1W AM 05 �� -_ 1) �4 x a•_e• " 1. THIS DIAGRAM 'S FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS BETWEEN -� TYP, �o I �;uc " � � A F 3 COMBINED OPENING IS ALIGNED tY1TH THE PRiNClPAL REINFORCEMENT, PROVIDE - _.� ' - t'-0' AND 3'-(�'. NO i7?IM BARS ARE REQUIRED FOtt ISOLATED Si A8 OPENINGS - -_- -- TYP B CENTERED r;1) /4 TOP AND B�JTT w ;ETWEEN OPENINGS. I! SMALLER THI.tt 1'--0". SF-E Pl_A;4S FOR OPENINGS LAGER THAN 3'-0". 2. PROVIL'E (?) /C9 TRIM BiR TOP AND BUTTON ON EAC*i SIDE OP• OPENING. TRIM --`- - -. __I IN ALL OTHFR CASES WHFRE OPENINGS ARE ARRA.NL .0 IN A SINGLE_ LINE 1�T COL) BARS SHA.L EXTEND 1 -�3' PAST EDGES OF OPENING. BARS - Z■ I PROVIDE (1) X14 TOP AND BOTTOM BETWEEN OPENINGS AND (1) #5 T0ir AMD D TRIM BOTTOM AROUND PERIMETER OF CUMHINED OPENING. D Q .1 .:t-E 2/''1.1 FOR TRIM BARS AT MULTIPLE ( F_NINGS =i � MIN 'fl'T' BARS -�� MAX _ WHERE INDIVIDUAL OPENh4GS OF A COMBINED OPE14ING FORD TWO OR MORE �S 4, Dig'LACE S1A8 PRINCIPAL REINFORCEMENT TO EACH SICE OF OPENINGS. DO NOT O ROWS, THE ROWS SHALL BE SEPARATED BY AT LEAST 8" OF CONCRt TE. 45 0E� Q CLT SLAB PRINCIPAL REINFORCEMENT. C-n PROViD- 72) /4 TOP AND BOTTCM BETWEEN ROWS OF OPENINGS, (1) #4 TOP �` WV COL.� I C � AND BOTtOM BETWEEN OPENINGS IN THE PERPENDICULAR DIRECTION, AND (1) �5 TOP AND BOTTOM AROUND PERIMETER OF COMBINED OPENING. PROVIDEi MM �� 1'pIM BA STANDARD HOOKS WHERE BARS TERMINATE K►l THIN THE COMBINED OPENING. ` a t� `a' ry RS _ _ _ " a TYPICAL REaNr=^nCING BAR BENDS � s ADDMONAL REINF�CM'E.NT I� i � �1 FOR ISOLATED SLAB AND WA'1 OPENINGS _ NO SCALE MULTIPLE SLAB AND WALL OPENINGS SCALE: NO SCALP1 NO SCALE 1 8�.1 j NO SCALE l 'i t AT COLUMN PENET714AT IOP48 y FRAMING MEMBER MINS " T - Landscape Architect L�x4x1/4 STD HOOKS Landscape -L4x3:r1/4 LLV-TVP. � I �E REINf. �- PER BET 4/$1.1 liwl SSW. OA •f. - • - • _ - ` = I I STEEL DICK � sSTEEL ll�nE - Suite 2.00 sn�L DECK - Li \ C8x8.2 __1_ \_ E)-0.4S , }ass _ PPorlia d,(�� 97204 + -- -- + + + -DIGGING FOR PIPE TRENCH 2^ . 1 IS s PARALLEL TO FTG SHALL NOT C NOTE: - -- TYP VERT BAR V EXTEND BELOW THIS UNE 3/4 PLLrG WELD I SEE E ET S 1�-.,1.1 (• WALLS) os 1(--�\ Arborist EACH SEARioNIG I FOR ADDITIONAL TYPICAL F. I I - I REINF IN SLAB STEEL BAR, - +� - - 2 W"M L.1 1 PPE PARALLE1. 70 FTOI A�t��iI►TEB - 3/4' PLUG WELD • MATE Ott ANGLE - -'�'-� - P.O. Bax 641 EACH BEARING TYP. Ce LAYER 97207 - TYPE A TYPE B - REINF AS SHOWM -A' -A- _ "A` y- A ® 9TD LAP PER NOTE: IN DET 1 .1 REINF Phone: , 0re9a^2-7007 (IIT 1" .1 � Phone: (503 • E DET'S 1!2 1.1 F(1R F'.JARE dEVtl GROOVE MLELo FLARE V GROOVE ME1D PIPES SHALL NOT PASS 2'-0- MAX. ME REIN I SSI.I w 4'-0'. MAX THRU FT ~ I--------- -� 3/'18' CLOSURE-'-� CO(_��pp��,,,�,, _ PLAN Ii1INiPJUA1 w[L!7 SIZES LENGTH IN iN�;.:t-S ypT�; 4 EXTRA 1 OR UNDER C JL FTG I Surveyor 2' MIN EIRG 1/4' GUSSET ?•-. PL L ALL AROUND BARS of _FULL SIZE' MF1D 1. USE E70XX ELECTRODES --STD HOOKS VERT BARS x ��T DECKING W 2 5 8 MB L4x3 -- TYPE A TYPE' B FOR GRADE 40 STEM•, OCT 4/S1.1 13 GA---`--�� / / " / S TYPE A TYPE P 15115 S.W. Sequoia Parkway, CLOSURE ! -- - d (E)-0.4S (E)�0.ES - J 12. USE EiiOXX ELECTRODES ' TY! Q y' _ , PIPE" SLEEVE: (MIN ! - - -- -- - -- -- - • • 3 3118 3/32 t/8! 2 1 112 I FOR GRACE 80 STELA PIPE DIA + 1 1�") Suite 150 Portiond, Dr 87224• 4 1/4 1/8 5/^32 2 1/2 1 1/2 3. PLIWODiC IN•'PECTIONS ( - -- 5 5/'18 1/3 31.10 3 1 1 RE" ,UR IES BARS AND 4' TYP VERT I - - TYP GRADE BEAM � Phone: (503)W--0652 /7S AMING OPEN-G. 4 310 5/32 1/4 3 1/2 2 LESS OPS Y. - .\`PIPE TO CLE - �k c -� --�--- -- L4x4x1/4 �-- 4. MA fERIAL% QUALIFICATIONS - -- PROJECT: TYP 3 16 MEMBER 7 7/18 3/18 8/32 } 2 SLEEVE BY 1 I _ OF MELDING PROCEDURES 0- MIN OPENING R 1/2 7/32 5/18 4 1/2 2 1/2 AND MELDcRS ARE TO BE TIONS E ---- ^- - VOtIFIED BY THE, SPECIAL -THIS CONC SHALL BE B/ F?G- 1 RIAN � rA 1 B p Jhe 1/4 11/32 :1 2 1/2 r� K• TO TiE SAME WIDTH AS FTG p r ------ 7 10 J/s 1/4 3/s 51/Z 3 START_ CO RATE e OPENING IN MEQ AL DECK - n � OPENING IN METAL DECK - � a WELDING ^v- REWFORCIiVG STEEL _ ° a REINF AT CONCRETE WALL AND � PAFi'�C � sty � _ � � �o GRADE BEA�AS AND 6' TO 2s'f's NO SCALE B'�I A�s T� �• NO SCALE �� NO SCALE g'L� '� NO SCALE I BUILDING II F0011NC� INTE�11©NS N° S P' PIF INCL AT F<)O"nNGS 1 • r NOTES: 1. SLOPE TO MIF. i VERT (MAX) TO 2 HORIZ UON. 1" a p1t I LOCATE STEPS AS REO'D TO BARSPLICE PRODUCTS BAR- '�,�I�O♦ MAINTAIN FTG CONTROL - I'� I ^� GRIP COUPLER (COLD-SWAGED ELEVATICWS SHOWN ON PLAN. - -� - -' MECHANICAL SPDC) -- LENGvTH (DON) IN INCHES a�scolll 15 DIA 15 DEA BAR ERICO LENTON TAPERED 1� F'c=3000 PSI F'c-•1tXx? PSI F'c=5000 PSI FLANGED COMPONENT DOWEL-IN COMPONENT 7 --- c' -----� � iti, �• �12" MiN 12" I4IN n- 1 1 ; - THREAD COUPLER apt FEMALE THREADS WITH MALE THREADS REQUIRED SIZE OF FABRICATED �1/ MtE�� I� I /3 2 8 16 NOTE L TWO-PART DOWEL COMPONENTS " MANUFACTURER '�' - 8 WE 2x RISE 12 IF4 28 t 24 22 1. EITHER THE 9A.RSPLICE PRODUCTS BAR-GRIP COUPLER OR THE ERICO LENTON '.APERED SPECIFIED SIZE FOR ORDINARY REBAR -�`-- THREAD COUPLER MAY BE USED TO SPLICE REBAR. COMPLY W/ 1C90 R[',-ORTS N7. j5 35 30 27 BRAND NAME - /4 �- t5 GROUP MACXENYIE. 19% � 3848 OR 3E)67 RESPECTIVELY. FOLLOW MANUFACTURER'S RECOMMENDATIONS. -'-'!' I Q ALL Rs(kITS RESERVED - 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY 8E USED EY,CEPT THAT iNE I6 42 3E3 33 I `� ,-' DOWEL-,y FLANGED QOLAEL-iN FLANGED DOWEL-I.N FLANGED THESE DRAWINGT ARE THE PROPERTY OF ERiCO LENTON P8 COUPLER MAY BE USED ONLY IN COMPRESSION SPLICES W/ THE FLANGE ATTACHES AFTER FORMS ARE STRIPPER COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT COMPONENT GROUP M.>tC�(P'nr AND ARE NQ? 49 42 38 APPROVAL OF THE ENGINEER. TO INSIDE OF FORM ! ! DOWEL-IN COMPONENT THREADS TO HE USED OR REPRODUCED IN D -- TOP SThP r RICHMOND DOWEL - - ANY MA*,:R, WITHOUT PR"3R a -I G� 2 59 -" 1 -'- 3. 4*UCES MUST HAVE STRENGTH IN EXCESS OF 125X OF THE SPECiFTFD YIELD STR94GTH INTO FLANGED COMP ONENT /4 814 I5 #5 fg #6 WRITTEN PERMIS19ON � i� 5 46 BAR SUB.iTITUTION O 5 2x RISE LESS OF ASTM A615 GR. 60 REINFDRCING BAR. - - - - 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OC THE iCBO SPE PORTS IS REQUIRED. #4 #4 f5 � � � I REVISIONS: ----�` � 7�' tl4 58 LENTON FORM A - 5. IN GRADE BEAMS, SPLICE TOP BARS 4T MID-SPAN AND SPUCE 30TTo .4 RA.':S OVER SAVER RISE 410 94 82 75 SUPPORT'_ (PILE GROUPS OR FOOT1'VGS), USING MECHANICAL REBAR COUPLERS. 2'-Q" MAX WILLIAMS CO2 REDAP RE�M`AM EDITKM 118 100 90 G. S BEAMS, OPTIONALLY, E LIEU OF LAI' SINGES, SPLICE 1 'E BARS AT MRS. AND 1. AT THE CONTRACTOR'S OP-,ION THE TWO-PART DOWEL PRODUCTS 05 /6 � � III /7 CLOS DATE SPLICE BOTTOM BARS OVER SUPPI,)R)S USING MECHANICAL REBAR COUPLERS. LISTED AT RIGHT MAY ►3f USED TO REPLACE ORDINARY DOWEL-5 �� p� -�-�-�---------- 1'-L1- REINF SAME SIZE 7. IN SHEAR WALT BOUNDARY ELEMENT'S, OPTI(1NALLY, IN LIEU Cr- LAP SPUGt-S SPLICE LISTEDSPECIF !N THE DRAWINGS. DAYTON-SUPERIOR SPACING AS FTG REINF VERTICAL BARS WHERE C6NVENIE7JT. STAGGER 50X OF SPLICES AT LEAST 24' 2w FOLLOW MANUFACTURER'S' DIRECTIONS AND APPLICABLE: ICBG REV%nm TS. D-50 DOWEL BAR � � � � �� D. IN COLUMNS OPTIONALLY, IN LIEU OF LAP SPUCES�, SPLICE, VERTICAL BARS 1Nl1NIN ---+-•.--+-•--•--•-- NOTE: SPECIAL INS.cCTI'JN IS REQUIRED. REPLACEMENT WHEN TWO BAR SIZES ARE SPLICED, THE CENTER .)ALF OF A COLUMN'S HEIGHT. STAG. 50X OF" SPLICES A7 LEAST 24'. 3. TWO.-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH --+--+-+----- USE LAP LENGTH OF SMALLER BAR AFTER ASSEMBLY. i TYPICAL STEP IN WALL FOOTING � � � TYPICAL LAP SPLICE _ � ' _G MECHANICAL REBAR COUPLERS � �a Z111�G1-PART DOWEL SYSTEM ---�- NO Sl,A►I� �I �1 NO SCALE NON-STRAIN REIJEF APPUCA HONS 140 SCALE n1 NO SCALE �- - - I- I i QnWELJ-ED JOINT INSTRUCTJQU,5, - - - 1/8- RADIUS TOOLED EDGE 1. DOWELS ARE T4 BE SAWN -- � 12'0 x 1'-0- LONG SMOOTH DOWEL SHEET TiTLE. r (OR IF SHEARED, GRiND NDS d ►'•-O" OC. GREASE ONE END. NOTESe F 0 REMOVE DI_FORMITIES) AT POUR STRIP USE /►•4x3'-0", DO 1. ALUMINUY CONDUIT MAY NOT BE EMBEDDED IN CONCRETE. /13 NOSING BAR / 3- NOT GRF'ASE (SIM CONDITION) 2. NO Pk--SSURE PiPE MAY 13E EMBEDDED iN CONCRETE. TREAD f-i i 3. MVNTAIN RFO1IiREO COVER. CONCRETE SLAB 4. DO NOT DISFLA(:E REINFORCEMENT FOR PIPE OR TYPICAL DETAILS -- TYPIEE CAL SLAB REINF, CONDUIT RUNS. " '�/ -- --- - - BLDG B SEE SPECIFICATIONS FOR - - --- - R 1/2" '4' AI'!N _ y Jar• PREPATION OF SUBGRADE 1 p 18' I BENEATV SLAB-ON-GRADE �i�y` ,may'�p� e •-_-_ ` "-s--•. • , T • 18' OC EW 1 M�1 �./OI�C 1 r __. l - II�. REINF (S AGGER TOP � ) � pA�; - - S_. _�1' BOTTOM BARS) } • " -- - SAW CUT 1/8" x 2" 3 CLR-_- NAE * _ CHECK Y: ED ® TLS ,/4 R CONT � � H MAX U MAX S REINFORCEMENT i ■ I CONCRETE SLAB -- " 8" 2 1/2- 7 1/2- #4 • 2'-0- TOP & BOT SHEET � ..: r i-- SEE SPECIFICATIONS FOR '�, .^ r;• �•- - 7• 9 3- 9 /4 • 1 -10 TOP Ae BOT PRE!'ATiON OF SUEiG1tADE w BENEATH SLAB-ON-GRADE 1'1 3/4' 3 1/2' 10 1/2" #1• • 1'-D" TOP �t BBOT 1'-0' CONTROL ii�.JE._ "Krr SLAB RE1NP"(7RCEMFMT SFE " • � �^ 14 4 1/4 1 - 1 1/2 /4 • 1 -2 TOP At BOT i PLAN FOR �1D= AND SPACING " r. 1 to G ONSTRtJCTiCIV JC►INT -� Ia r Y TYP C;ON�C;RETE STS IR CSN GRAi�E _ � n CIONTROL-I' ' _ S i IN �. LAB EMBEDiVi ��I,. 4 ac ' y ///C��.��/��w�� y� 6465 13190 sVv seal Pkwy NO SCALE I � NO SCALE I �f� FOR PIPES OR CONDUi•I BI IP 98-0938 � � 33 of 34 IF THIS NOT!:E APPEARS CLEARER THAN THE OCT d 1998 DOCUMF,NT,THE 116MUMEN"!SOFMARGINAL QUALITY. MICROFILW D i' �IItl�ti� Irlo;�{tII t�t�'d rpt �!�it{t�I;�{� I{I�I{I�tII{I �nil�t�t{�t t�il��jt�>}rI ►��p�tyt�� I (f��1�1 ' ttihm ttnitt�t Intllttl!ttthu t tat{Its • nlhm ladntl nlhai naMnt Sinn lflilnli nldnll uthln AI{l taw�itn�:'�i ' g 3 qtr+ I NIT" IFIIFFMM_W� .. ';, R , , a �• 4450 S W Mgcpdcrn fv9nu o � Sults 220 h ., �. � ,7i}��'{(.��. - - •, ;y' Pa t,und. Or97201 Phone: (5073299--6000 AX: (W3)299--6703 oxenCTION c.� �, al. l'....:•,at+"? tF��G'.w �ailk* h �•r •'. �, ' ( ' 1530 S.W. Taylor St. Portland, Or97205 d $ Phone. (!50 s3�2218--7,77 AX: (503)224-"38 , A 8 C D E g F J, r H�, ---- - 210'-0" ---- - - %0'-0' -_ —_ �' 0 30''0" 30'-0" 28'-10" ,'-2"• � S8.1 S3.1 y ` TYP TY" t I I to r -1 17 r--- __---� 18 r-__ ----, 15 r--- __--`1 ---"113 �__ _ ! 17 - a L---+ ---J L---- ---J L--- -- --I � � '�-- - -----I I 01 i' fl2 Sa. — 001 Q I � 0 ' I I i I I I I I sa.t 0 3 } � Np I b yQ I o of gs` f _r • N TYP s0 I 1 I I I I FTCI � Landscape Ard+ttsc:+ WALM MAOf 111 S.W. OAK ST. r- Suite 200 Portland, Oregon 97204 I I I Phone: (503)221.i-3122 y + <5,,\> Arborist i I I I � 1f I�_ __j ;� I I I I I I I I I °o P.O. Box 641 Portland, Oregon 97207 Phone: (503)222-700 7 b 7b I I I I I I I I I I I r2_01I _ -----� Q --- I -------� OI I I I I O L I 10 1tSn.rolc�� __J ' _ V O I ae L J l_i r JI !:J I I 15115 S.W. Sequoia Poricway, '� °D Sults 150 5 1 1 SB.t L O S8.1 4.1 �' I r 58.1 Portland, Oregon 97224 l I I 1 L 1'1 r 1 r 1 I Phens: (503'684--0652 3 LLL--- 1 LJ� L'J LJ � 1 �----�.—.--_---� i' / - ( LJ L J I I 4 T- '� -_ 1.' O O I 3> PROJECT: L L L-_J I t. S8.1 I I 0 0 I G O I I - I I - ?I Q TRANGLE I Q811 ., CORPORATE I I I I I LJ I L_J 18 i 3 TYPL �.1 I PARK r'-1 L J� L -- - BUILDING II ' I I ( I 1'-2" 14•- 2 05 >, r r I r — -� r — -� I Q r , a N <22�' I -- _-I - '-•- - - 1 -- - I - 1 - - ----0 _� -- I 1 - ----- - I - I q r Q N I _ I I I 1 I — — �' I I I I I I I --J A LJ B L-- __,.J B '� ( _ —__ _J L_. _—� _-- I 7 I I o 1 1) 22 83 1 rll — 1 -- - - -- ---- - — - - - - - -- - - --- I — - - I I - - - -- I - - - -�— A 1 ,�� /Oar �� -— - - L--- J - ----+- - _�_ - - - HES O Q I __ % I_ I 05 16 7 f C GROUP MACKENZIE, 1996 yy�� y� � yy� O ALL. RIGHTS RESERVED S8.3 ICS 58.3 IZi THESE DRAWINGS ARE THE PROPERTY OF I I I r ` I " ` , " I r " CQOUP MACKENZIE AND ARE NOT 1 -2 3-4 2—2 1/2 3-4 , —2 I TO BE USED A REPRODUCED IN V-19 r w r • r w r " r • w , w ANY MANP,:R, WITHOUT PRIOR 2 - 28-10 30-0 30-0 3a-'0 -1 1/� 13'-4 W-4 - 30-0 :8'-10" 9" WRITTEN PERMISSION - -- ---- ---- -_- --------- --- -------------- --- 1 r-2 210'-0' � '-2-'- - .- _ - -_-- ------- REVISIONS: - A I � � CB > C D E E 2 E 3 r G H REMSION MnoN 3 El R CLDSI tc: DATE I=OUNDA71ON PLAN KEYNOTES _ CENERAL NOTES 1. 5` CONC SLAB W AT V-8' EW. PROVIDE CONTROL • ►--�-- __ / O� / ALL COLUMNS AND PANEL JOINTS ARE � OF fXtID UON CONSTRUCTION JOINTS AT 20'-0" OC MAX EW AT GRIDS • SEE ARCH FOR PANEL DIMENSIONS AND REVEALS - ...._ (NTE 400 SO FT). • SEE PANEL ELEVATIONS FOR PANEL THICKNESS 2. POUR STRIP AS REQ'D • ALL FOOTINGS ARE \ OF COLUMN UON «- 3. CONSTRUCTION & CONTROL JOINTS PER SHT SIA • SEE ARCH FOR LOCATIOR! OF ALL STAIR COLUMNS - 4. ELEVATOR PIT PER DET 17/'0.1 5. SUMP PER ARCH - = SHEET TITLE: I r FOUNDATION PLAN IBLDG " B" COLUMN, BASE_PLAT'E AND F00T1NG SCHEDULE MARK COLUMN BASE ANCHOR DETAIL FOOTING S17L FOOTING STFF_L REINFORCING SIZE F'_.ATF BOLT REF WIDTH LENGTH DEPTH TRANSVERSE LONGITUDINAL REMARKS A W10x33 Q10404 (3,) 5/58.1 a,--0" e'-0" 1'-6" (10) fa EQ SP (10) #8_EO SP REINF TOP e► BOTT � -- -- B W1ox45 � Ix!6x14 (4) yI(" 4/S6.1 7'-0" 13'-0" V-3" (13) /8 EQ SP (7) /G EQ SP REINF BOTT ONLY DATE: r C - - - - -- - - - ` _ . �;: DRAWN BY: NAE D W10x33 C10604 (4) 4/S8.1 6'-8` 12'-0" 1'-3" (12) /8 EQ SP (7) r<YYI EQ SP REINF TOP & BOTT " r— w ,,.• w ' ICH'C.CXED BY:TLS E W1ox49 f f)jx1E>rtb (4) �( I �S8.1 10 6 lot—am1 9 ('8) 119 EQ SP (18) /8 -0 Sr REINF BOTT ONLY r._==--- - -- 1 F _ _ -� SHEET ---- G W1ox33 Q'+y16x1B (e) {" 1/SBA 4'-0" 40 1'--0' (4) I/8 EQ SP (4) #6 EQ SP PEINF SOTT ONLY H W10x49 Q1J(x16x14 (4) 4/58.1 Q'-6` 14'-0' 1'-8" (18) /!! EQ SP 14 ( ) /B EQ SP REINF TOP /t BOTT H �N Ox33 Q1x14xl4 (3) 5/SB.a y 191PSI J WtOx39 f tx18x18 (4) / 8.1 7'-.0' 7'-O" V-8• ( 0) #8 EQ P (10) /d EQ SRINF BO $2 S2elX K W1ox3'1 tx16x14 4 -f/S8.1 7'-0" 13'-0" 1'-3" ( 3) EQ SP 7 12 31/96 _ Q O �(' 1 `tl O /8 EO 5T REINS BOTT ONLY L PER ARt3F fAx4x8 (2) 18/58.1 2'-0" 2'-0" 1'--0' (4) 05 E4 SP (4) � Eq�I,yEINF BOTT ONLY, SEE 131Y0 3W 88thPkwy • _, _ � � IESIJED FOR CVNSTR)CTIM J� N°� � BUP 96-0638 34039 tJMWARY 169 1997/7 _, ._ ....,.. w .., .._.._ _ . . ...—.. .,w.. .-... IF THIS NOTICE APPEARS CLEARFkTHAN'THE JCT g 1998 F" ,IMENT,THE DOCUMENT IS OF MARG.MAI,QUf-!Tr.'. MICROFILM)Fa IIIIlI11►f11 II l�Iwlalli� I1�1�1��1�1� �'I�I�I��III� IIII�II��f)i� 1 n'1FTlllpll ►TIlljllltfl ►11i11I��1t�� lllt��1)!i+ nllnu nnhnl ulllnn nuinll ulibnl unhnl n11nn 1111iuii wlhui�nnhni nll!,,,.� � lnllim nninil lnhll,nnlli:a uhln llldllil nhm h nl{Ili 1 rieil .., 11dt!� n1hn1 t�l'a1l n�unllnlfila n I 1 ..,. -. _., • . .. _:.:___ice —...-.....c .... 1 777"— is A A 1111 low-I 4850 S.W. luacooam Avenue Suits 2'20 Portiond, Oregon 9-1201 Phone: (5G3)299-6000 ' FAX- (503)299-6703 R&H1 CSO NSTRX"110N W. 1530 S.W. Taylor St. Portland. Orevm 97205 Phone: (503)228--7177 FAX. (503)224-3638 III N o -28'-10- V-00 30'-0' --- ----- 30i-00 _ 30'-0' 28'-10• ---- --------- O EQ SP uo,l, (3) EQ SP --- -_.__---_- (3) EQ SP — _..__ (3) EQ SP. UAN (3) EQ (3) co SP . I sx44 c-3/4- L12191121 1x44 L301 c-3/4- I 1x c-3/4WfMrm a'- x44 c- 4 [301 �- 6 ., _._.._._,�_cr ------ a 1 � H Trn Trn c ~ g I01 i Ar itect g g+ Lendeca� � rk � g g S 7 g g MG�II. t1A Ill S.W.SW. OAKK ST. PER ARCH 45 Suite 200 'E 1i rt -1 1�i Ott I I Portland, Oregon 97204 Wlox12 10 I PRone: (503)228-3122 ` 010x6.3 -- - II o o ~� 5 Arborist .- 9 8 2 VALL llit L�1 I Sa. sg. A1T� W24x68 c-3 4" 12 12' I 1x30 30 4' - - . R Yt i Tom' - Typ b P��ox Oregon e an 7207 4 / [ /b/ J W2 [ 1 . 3/ W24x68 c 3 4 24 10 24 W24x68 c-3 4 [24/10/24.! *24x68 30 W24x76 77 c-3 4 W2448 c-3 4 12 17. _ 4 Phone: ( 2.1C-?007 l 1 PER ARCH (4) Q SP PER AR T I 1 W12x14 [6] � I 6 ALI AL r i 2 OI Slarwulyrx *14x22 [30] c-1-1/4' -- ► ��[ �� k — —' CONRLTAM W. o , 15115 S W. Sequoia Parkway. N 4 '� c'� c� ' 13 Suite 150 N N r.l Por►1m Oregon 97224 .r Phase: (503)684-0652 3 _ C10xa 3 a) c-1-1/4- 5d. I .r `r •r C1ox8.3 - - _ 3 PRo�CT �_ ----, N N N H N N 'f 6] W70%12 [8 1 r N H N 14 + A'�O' 3 PER ARCH [i �i v �i � x.-. 3 1 u u u u W. TRIANGLE 1 ry- g 13 `� b �' 58.. '� g Trn 1 E X � R PARK 9 WIM C-374 02/97U PER ARCH ' \ -- (3) EQ SP_ - - b BUILDING II g co 4 - ------ 15 I N 011 So' CA N 19 .4 19 1 th rt Ft Sa. ' W21x44 c-1 [15/9/is] N21x50 30 a-' c-1/2 �2 , W21x50 30 c-1 N,7048 36 l i - IVB 7x146 38 c-1 ' W21x44 c-1 15 s .-ti O ll _ N _N ,_ N� O r " On o Old —~ ,r - - - - - — - - -- - ---- ---- - — WI8z33 [30] #7 W1ax35 30 � 1 1 W14x3G [5]- I W14x30 [6] TYP AT CURVE x [S]' N 11� TV ® GROUP MACxEkZIE, 1996 ALL RIGHTS RESERVED YY^��`� C�1/7 THESE DRAWINGS ARE THE PROPERTY OF -D _ -2 1 " (4� EQ rJ''-D' y 1'-2- I I GROUP MACKENZIE AND ARE NOT —` TO BE USED OR REPRODUCED IN ANY MANNER, IMTHOUT PRIOR --- -'�_10- - ---- 30'-0 ----- -- 30'-O• _ 30'-0' '-1 1 1 13'-4' 6'-4• 30'-0' 2a'-10' WRITTEN PERwssloN 1'—�. - - — — —�f--- --- - -- — - — -� — — -- — _-- ----—— — _ 210'-0' - REVIS1oNS- 17 <B> C D E E 2 sa.3 E F G H REVISION ED17M El CLOSING DATE 2nd FLOOR FRAMING PLAN KEYNOTES LEGEND �- 1 1, BHP 20GA 3W DECK W/ 5 1/2' CONC TOPPING SLAB W/ -----------BEAM SIZE - = --r--•- - 6x6xW1.4xW1.4 WWM �� - """�� _ / OF 3/4'ex4 1/2` HWS - 2. MECH SHAFT PER ARCH W21x44 [30] PER SPAN EQ SP --�-- a 3. FOR STAIR OPENING DIMENSIONS & LOCATIONS SEE ARCH '"---CAMBER 4. ELEV SHAFT. SEE ARCH FOR DIM; & LOCATION BEAM SIZE / OF 3/4.4x4 112- HWS EA W21x44 [18/1/'181 1/3 OF SPAN SHEET TITLE: 2nd FLOOR y MOMENT CONN PER DET 19/58.2 100% OF MOMENT WELDS TO BE UT FRAMING TESTED PER SPEC SECTION 01400 PLAN ,o „ b BLDG . 9 V { 1 DAT_: DRAWN BY: NAE CHECKED BY:TLS SHMT 1 52-Z S292 11190 sw 6aln Prtwv ISM ED FOR C0NS'TRL �'"KW JOB No. $465 At 96 0638 '189 =7 15 0l;A IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,THE.X2CUMENT IS OF MARGINAL QUALITY. MICRClF1LlYIFll � r lIfI iii111i ntlnn tniltm!��,nut tittlt!Ititnlltttt tnllnil rnrlm:ntdnll ndutl nr,;ll1 nalt!1111ndnli nnlnli nnlnu lln1n111ullnn 1N1�nn lld►naui ►11 n :�t�tc l+ 11nn w11un a1+lay a ti �' `i =;C 4 . �: .'[-:.iYiu.ln*w•..«M.b .Yr..+w.•._rr+-rw..-+.ray.rr^.YwwM. i i' M.w.•rr.wr.r...-nYnM.ww.'+w+n... ' ; Fn•"'4.•++AM.MMM•vww-ww,•war.r..a""'r^"M..w.,Yw-.w.r++.r.nwwlr✓rwww-n_.1+.n.. • +iwr.r+w.nw•+,..n MnYYn..-.:••.w..w-+_.w. .r..wr•- •Nw.r ..N+'Mwr+a...'-..y:.+,.Iw►_+ww---rwr_.urrwr.._..^wry...r.ww.._rrw+r•.w..awwr...w•.I•++r.M•.wv-ww.w..waw'wwrn•n.rww .w.rwr.arrrr.....r•wa.Mw:r.+....n.1'^.'.w'IM.- .n r.W. V ..�..wwn+rwnw.n+..wnr..ww.w..uw.Mr-n. wr _ -• ..ww+.'..w.a._-_..._ ........,rw,..._-... -.-_w_v--......_ ..s.r_..w s..►.-.r.ww.rr....,.._..,. r CE 1p 4850 S.W. Macadam Avenue Suits 220 Portland, Or61}on 97201 Phone: (503)199-dOOO a FAX: !', D3)299-6703 ABI H 00NITIRMION 00. 1530 S.W, laylar St. Portland, Cregon 97205 Phone; (503)228-7177 FAX: (503)7: 4-3638 A B C D E F G H ( p -_ 210'-0' C% 1 -2 -- -- 28'-10r 30'-0• 30'-0• _ _ 30'-0• - 30'-p' r r (S) EQ SP --------- ---- (5) EO SP ---- -- ---- (5) EQ SP - _---.__ 5 EQ SP -_ - ---- ----- ------- 3A-0 _----------- -- -- 20'-IW 1'-T --- _ - -- --- -- -- --- � -__-' ---- ---- --(sj Eo SP. u0N __- --- _-__ _--- (a) Eo sp (a) ._o SP i I I I I I I to S3. TYP I ' W18x35 5 c- 05 c� p-1/2" � I I W18x35 c®1,2 cr W1 8x35 0-�1 2 W18x35 � � g :w us ICV r - u ' v W 6 - o• a �n I tD tJ co Nw 0 t "'� • �'" \� / 2 Landscape ��Arr{c�httect ' , III S.W. OAK ST. �„ f,y r' j r :"wits 200 I III Bit P%lrtirnnd, Oregon 97204 { W10x r bx Ox � 3J 'WI Phone: (503)228-3122 C10xi5.3 2 ' / C10x15. 58.3 N - - Arborist I YP �/ g 3A/rt WlL1 M L OWEN 02 + �� .` f ` , ,. VA • } $ t g P.O. Box 641 IY11z:f7 W24x88 c�i 2 % W21xa0 c"1 2 / 4x6 Ws4xf18 c�1 r \" / WT1x50 opt 2• - M W21x44 c-1/2 4 Portland, 97207 I b 1 Phone: (503)222-7007 \- SuMy+ar I I r W� Gx33 Ibr Wfox33 W10x3 0x33 -'. - w6ee'f ', :� ..T�,W. ` -_ ,� 151115 S.W. secluola Parkway, , / I _ a._ _ __. - _,! TYID r' Suits 150 N Portland, Oregon Or 97124 Y 4 I I Phone: (503)$84-0652 ! 3 C10x15.3 �' - - .. .. ` TYP ,. 4 5 C90x1s _ - -- PF2t�JEGT: �- 1 0 3 WIOx33 W10 ' .1,19AM ' W1 WS WtOx33 3�3 I W10x12 F IA NGLE I J tires f � 2 'ool 1 ,� r•1'' `, I / r` r _ CORPORATE .a may, ... _ _ 2 58.3 S8 3 10 TYP PARK o 3 i S8.3 oo S8.3 BUILDING II 5 TYP +o ;r M u n u ii v g - ri .� r r S8.3 58.3 �i I t %4* -__ W21x44 W21x44 c�1 2 W18x35 oat 2 W18x3s c�1 2• W18x33 c�i 2• W18x35 0-1 Y � 1 I 2 / --L-- -- / W18x36 o-t Y 2 j tj x 2 -- � � N a11RIDOl'fb - - -- - - - - - --- -_ _ __- -- -_--- - - I� W18x35 Wi4x30 - W18x35 4 1 TYP -_--_- GROUP MAO(ENZIE, 1996 ALL RIGHTS RESERVED 6 12 MESE DRAVANGS ARE frE PROPERTY OF I I I .3 TI 2'-2 1/2• I I E NOT TO 9E USFO Op REPRODGROUP MACKENZIE AND UCED IN y ANY MANNER, MATHOUT PRIOR 1 28'-10• o. - -_ 30'-O• --_- -- 30'-�� 30'-0• '-1 4 13'-46 8'-4• 30'-0• 28'-10• WRITTEN PERMISSION 21A'-o• 1'-Y _ --- - ---- - - - - - ' - - -- - - - REVISIONS: d B C D E E 2 E3 F G H �j REVISION E017ION i El ,g CLOSING DAZE � ROOF FRAMING PLAN KEYNOTES LEGEND 1/e• 1'-D• --- 1. 20 GA BHP 036 DECK W/ (7) 1/2.0 PUDDLE WELDS PER . . «.. SHEET do BUTTON PUNCH SEAM 1'-0' OC. WELD PARALLEL ADDITIONAL SNOW DRIFT. SEE KEYNOTE 4. TO SUPPORTS W/ 1/2.0 PUDDLE WELDS O 6. OC OR W/ (9) HILTI X--EDN19-ThDt? OR EPN2-21-1_15 PINS PER SHEET & /10 SCREWS O 6. OC FOR SIDE SEAMS. ATTACH - DECK PARALLEL TO SUPPORTS W/ HILTI EPN2-21-1_15 PINS O 6. OC 2. 30• MAX DEPTH F-JOIST W/ THE FOLLOWING LOADING: a DEAD LOAD 15 PSF �' •J "' t , ��!' SHEET TITLE: I SNOW LOAD . . . . . . . . . . . . . . . . . . . NET WIND UPLIFT . . . . . . . . . . . . . . . . . . 8 PSF [ r DRIFT . . . . . . . . . . . . . . . . . . . . . . .SEE PLAN ,: 4e x ,! f�. )OF 3. VERCO 2�� GA W3 DECK W/ CONC BELOW UNIT. SEE DET 1 ., , .} FRAMING ! 2/S8.3 1 K PLAN !f ff 4. ADDITIONAL SNOW DRIFT: � � 40 PSF BLDG B ON r e ,. .Vit: " + i r ',�'.! ill tr R , .i•b�' J�9 r r Y r .�1.}. ' _ P:, r e • 4E#'+u ��n �:` N'%.r �� ,�r'Fi,,�:�`', ' w ,e�r° , t, i t v�ti, '1 v i ',� -"- •_'--� i 5. 20,000Ib MAX MECH UNIT. SEE MEGH FOR SIZE 1t LOCATION -•,�. i .. ;f.. i r, ,Y. n b P `zi;.� •. -t+I,'�+[.� �}��.,. � '� :_�Y..�' �:'�, �� " 1.� f�,4 T;4 � t �" P,. NOT USED ,7 „' , �•° ti L .@' 4 :,r >'; „ h� .,�' r ,u� ,1, W'1 t. � ,F .�> ��;.� 7. 7 t , , �« �.' Y hbr'L �.{�. DItAMM 9Y: NAE SKYLIGHT. SEE ARCH FOR SIZE Ar LOCATION r k r •,. i .�, '� ;,', 19� i" ;i �p w C51S8.2 r '. �:° � r» ,, ._• . , ,".,, , .ti ,, �,iw} y�;: �r, •. 8. PROVIDE (2 BOLT CONN PER DET 5 .2 , •'�^ , .1., �a � ,� 'I,' �,� �� .� ,: « � �. '1'� �.A• .«,.� .,"L. 158 't 'a v:y . .{. ti� y 'i..:'4yS �'° i1'' G.. a�!",V •d r` A ya'iy f r�l,� .t s`'`1' �,q�'. ,. + ��-R . CHECKED Q ir r '�4 t -ri-. 't ,>�'7r t , ..i a. �'t '•Cry 1 .,y!'w �.,tl' i a:lu' t+h 'Pi; CHEMED BY-TLS S,r T.Tr.. j+?r, °I1' N` � is �.'.Fd'.. '9' �p ,�n - F'f •1. 1.,, 1 It . ,, 4t 7r 4�,. .,aAI.�.. 11'. �,i.11• •yjt.�,,: !.},'•, 11. .r..q .n 94EET .j i � yl s '�i,,4 .� �' nN ;7 'f..°,.ar f� '� :� s: i^: i•E"N' , t i � � ':i:"kM�, ;� aT C.G 1 �� ,�+ . 1Li r � N.+� �' `^� Y .i�'t .�i. rf',-o. " r�•r. Fr. i.YI' �'',. g,« ,�n1a �, M. i 4*�,. � ��.-+ . . .. .,i:( :. ; , � 'Y t w: I t' y ,tai '• , i � r,I• :,y�, c ,r,. t,� � r ,.Yi• ' i ,y P t �`' ty,7�°, '' J 4:J�,'u i L r I� ,:. ' "f ?„i 1 � ` . ... , j ` L.fiv i RJ1 S2 . 3 � f2/31/f6 131 go SW 68!h Pkwy i D � ( ��V K)N: JOB N0. SUP W0638 3D or 99 - - "� 16y 197 IF' PHIS NOTICE A^PE,4,RS CLF.ARF:R THA�THF OCT 8 1999 DOCUMENT,THc DOCUMENT IS OF MARGINAL QUALLITY. MICROFILMED 111lIIlllllll 11111111111 1'1 1'161111+1;111 IIIIIIWlII�II 1 h�l��j t�T11 1611 1111L1►;n1�� 1 11� Milt VIII (, No MytWCNA ntlnn nI!hnl nulu;I nnluu tulfin I�n1nn- m�ill�!uli,n !nlllnl!mlui tllllnl�llnlan tninli elh!n!!uinn mlun Halon!illbiil I dnn roll n. i . r. p , x �+ 01 CIPOWAAMLEN ELOM COMPAW 'A, 1� t � S .W. aca am Aver ue Suit* 2.20 Partlonj. Tribe PhorFAX; (80 289-8703 a t A T ?{a +, E 1 '��,E2 3 �— " ,; R&H ic MOTRUCTION! f W. <k> B c [) E I 2 f 1530 S.W. I on ) C2) I F N Oreyars 9 i-05 Phans: 7 FAQ(: (503)224-3638 I N _._.. . _ ._ ._..__ -_--._ . __.-. _. ._.__-__._ n n ,_ ... ._.•..._ _- _ .. _._,.___... - _ KEYNOTES i SEE PANEL 17 SEE PANEL 17 SEE PANEL S7 SEE PANEL 17 I I I I ` 1 -- - ;, E PANEL 14 SEE PANEI 14 I I I I 1) 1. #4 • 12 OC EW AT OF PANEL 2. 3. NOT�SED (j OF PANEL AT d� 1 141 I 1 4. NOT USED 1 1 1 5. (4) SETS OF (2) #5 AT OF PANE! - (8) TOTAL - 13 58.3 7. N6. ) 05 1I IZ FA FACE EQ SP a I2 I ------ --____-- 1 8. NOT USED E \ 9. NOT USL'D y I I 10. (2) Q5 AT Gc OF PANEL EXTEND 2'-8' PAST OPENING On 11. NOT USED o w 1Z. 180' HOOK EA END OF HORIZ REINF. EXTEND 2'-8' ABOVE 4 ! I 17 1 14 & BELOW OPENING. SEE DET 19/58.1 Da w I I �•3 I 13. PILASTER PER T 11 14. SPANDREL PER DET 12/S!l 3 I - -- M� Architwt MAC2 3 4 2 2 7 �— —_1 � 0 a �•3 Q 111 S.W, OAK ST. Suite 200 Portland, Oregon 97204 Phone: (5(53)228-3122 VNEST PANEL ELEVATION PANEL THICKNESS 7 1/4' Arborlst STM P.O. Box 641 Portland, Oregon 97207 Phone-, (503)222-7007 Su!Myor VANILAM k F E p C f LTANT>t31IlNra, A 15115 S.W. Sequoia Parkway, Sults 150 Portland. Oregon 971-2-4 5 2 1 5 5 2 1 5 Phone: (5U3)654--0652. 1 PiMOJECT: -- - TRIANGLE SEE PANEL 14 SEE PANEL 14 SEE PANEL 14 SEE PANEL 14 0SEE PANEL 17 PAW ,.- BUILDING II 7 I � 58.1 � � -••---+ TYP TYP _—r - r JRA 830 S7 r- =_ ---+ 12 13 12 2 14 10 12 15 18 12 2 y7 12 I9 oil @ GROUP MACKLNZIE, 19% •1 ALL RIGHTS RE%RWD EAST PANEL ELEVATION TYP THCSE DRAWINGS ARE 'HE PROPEWIT OF CROUP MACKFNZ1f- ANO ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, MATH04JT PRIOR PANEL THICKNESS 7 1/4' WP,IfIEN PERMISSION R!"SIONS: 1 (IOtSIHG DAYE 1 # 1 � 5 4 3 2 > 1 2 3 4`, 5 6 5 1 5 2 I 1 I -{•—1 1 ......... ! I I I I - --- SHEET T1Ti,E: SEE PANEL 17 SEE PANEL 17 SEE SEE PANEL 17 SEE PANEL EL 2L, SIM SEE PANEL 17 PANEL PAN 22 ELEVATIM4S BLDG " B" I I DATE: ` DRAWN BY: NAE - L — CHECKED BY.TL ---'— ---- — --- = SHEET 19 12 10 20 2 12 F2-11 r272 ® 2 0 E-81 ! ; 11 asfS3 . 1 11 .1 se.1 ' f9/s1/ee NRril-I PANEL ELEVATION SOUTH PANEL ELEVATION ______ Y Ile-T-00 PANEL THICKNESS 7 1/4' 1/80.1'-0' PANE-L THi'�INE$S ! 7 t74" ,roe N0. Q xi� 13190 SW 88th Pkwy ISSUED �� r SUP 98-0838 '169 �� 37 of 39 rrr IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 13001 MIT,THE DOCUMENT IS OF MARGINAL QIJALITY. [vi1C;ROrILMED Ill 11111) 111111 1�11i1 Ii1Hl+IIi1i 11 Ill +i+l+I+�i1�r� �+ t�.j1{ t�t11�t +I+lll��t +ij 11+1+I��NI a� tr l 1►I+i �1i1�(+1�i+1 �1+1+!�)}�1�►+ IIIhuI nnhin nulnu lmhur nn!InI Imine n1hln 1llrinn Illi!lnI iInIIIII ullln nninn ,nlllla udl+lc n1I{an ndnu mllnn l�lm airill» 1N�1a1 : a �In �iin ah o,l rn « y 'w..•�.w.r.....,..,....•.,�......rr...w.,:�...,.��....«...r."r....,......-»..�..�....,...... "..w....+w.�..w.....,.....�,.+r..•w...+.•,...,,.....-�,�.._.....-.,,»,..._.....»,........"..�...«wn.....-,,.......,a....,.+.....-........_........�. ....++».".,..�.......�. ...�...K..... f �• . AN �, /"--'-CENTERUNE OF FOO nNQ r��Q -' �r----C�JLUMN BLOCKOUT W. Macadam Avenue 1 �/2ODLFMY I -''/ 5/10 Is 220 4StiC S. Oregon 97201 • �r /----STEEL COLUMN, SEF SCHED w Pd. SEE PLAN_ _ :'•v •. '� _- - FAX.Phone. (3)299-6-8000 - + - FAX. (503)299-6703 r I '• r r _ '••'• 1%a __ -CONSTR�;CTIQN OR CONTRGL JOINT. • • BASE C k AS PER SCFJEO R&HSEE GENERAL STRUCTURAL NOTES ., Iw/ 12' MIN EMBED rYP uoN � SHEET SI.I. 15:30 S.W. 'a or St. _ \ ` >• yam, WIDE FLANGE COLUMN COLUMN PLR PLAN--- ! AS PER SCHED W/ . v. PANEL PER ELEV d, I + Portland. � w,, 5 6" MIN EMBED I - - _- - --` -- - _ Phc..o: (:03)228-7177 , Oregon 97205 , CA ,' P ''/ Fill CONCRETE AFTERIJ - - -- FAX: (503)?24--3838BUILDING DEAD LOAD 1 1/2 SHIM SPACE r / WITH NCtI-SHR►NI ^OUT HAS SEEN APPLIED BLOCK4Ur. "; r p' .. ` . -�• , .� a+ ' ,� o I 0 0 . 4 I • r I tij �V ai _.� • ' t3 p CONCRETE FLOOR SLAB 3'�f I / 1 1/2" SEE PLAN F 1' 'OR FJtCKNE5S ., /1N(1 REINFORCING •+ ` • •• BLOCKOUT CONT1ZUCrtuw JOINT. � •• � •+ . ? . • .'• FOUT'ING. SEE Pl.,4N SIZE BLOCKOUT TO ALLOW 1 112 3� � \--.- FOR IE AND A.B. _ FOR SIZE: 51 A8 PER PLAN CLEARANCE FOR BASE PLATE. TYP UON I I E,1rE SCHED " CLR SUBWADE PREPARATION NOTE:FOR r FOR � k AS •I M1�1 PER GEOTECH ENGR. SEE SCHED SEE PLAN _ P RE]INFORCING SEE FOOTING SCHEDULE r H COLUMN T® FOOTING z BLOCKOUT AT COLUMN 4 PLAN _- g FLAN .� W 2 88.1 1/2 =t —o 88,E NO SCALE AT COLUMN/WALL 1 1/2"-1'—n �1 AT COLUMN/WALL —'�— 1 i 2 -1'-0' , -a p 3 I I SEF FOUNDATION PLAN FOR DIMENSIONS CONTRACTOR'S OPTION - _ 2'-0" x 2'-0" x /4 DOWELS up PROVIDE SHIM GROUT ALAS --- - __-- WALKER MAM SHIM/GROUT - AT 4`-0' O.C. IF T 1'-0 TYP PER 1'LA�I I.,andcc a Architect SPACE BETWEEN PANEL TO r/F'TG EXCEEDS 2'-0- dED u -- - -- - -•I CONCRETE_ PANEL 111 S.W. OAK 5T. _� Suite 200 AND FOU71N!, PROVIDE PROVIDE DOWELS AT 2'-0' OC SEE ELEVATIONS Porliand, Oregon 117204 A 3/e" FLAT' BAR -- l�lIStQE v lPhone: (5Q3)228-a?22 AND FIELD WELD TO EACH BED H • CLR, EMBED WITH 1/4' x "U' FILLET WELD _, EMBED 'C' 1 -0�IISII?L i 3'--C- A4706 BARSEA3 IEE�EJ. VA�L OWEN EMBED 'B' CRETE TILT.-UP PANEL �� I I TYP 1 4 6- 6- SEF_ FOUNGA',TON PLAN FOR Q -�+ �� SPACED MOWN 1-- 5 S1ZE �� P.O. Bcx 641 BEYOND , _ �I Porftnd. *vW 97207 ` •• I ( {y + r �' — Phone: 503 222-7007 �j -DRY PACK AFTER WELDING ( ) i---SLAB RE NFORCEMENT ---WELD ROD OR 3/8' rLAT SEE OLA J ! nS v BAR AS REQUIRED • •• Surw 3f FIN. GRADE II II r II n IBM ,B, -- b 'I ( I b —"EMBED •L✓ ; p+ r'G , r < e ', C 112x1'--0'zt'-8• W/ (1) a 13115 S.W. Sequoia Parkway, L�•� 3/8x4xl'-0' W/ (3) #6x Suite 150 Y 9 /•--�'OR FOOTING S•'ZE A: LOCATION I � � ° � ° � " O 3'-0' A7'UB BARS E Q, EG. Portland. Oregon 972?.4 • •--CONCRETE TILT-JP PANEL + + � � � � W-- .Y:... � SPACED Phone: �503)68d-0552 SEE FOOTING SCHEDULE Jk PLAN 1 4 5 _._ ._. _ _._ v , I I SEE PANEL ELEVATIOKS .� _ :. °r FOR THICKNESS AND REINF PROJECT' --- SEE PLAN INSIQ NOTE: STD. HOCK SEE PLAN PLACE CONNECTION TRIANGLE 2'-0" FROM EACH END OF PANEL. --FOOTING, SEE PLAN CORPORATE i e PANEL TO FOOTING OUT"SIDE CORNER a Ef�C� TO END 9 SHEAR CONN��-`CTIOIV AT F�?'D11NG PARK .314--lo-Ow �•� 314n-lo-Oe �.1 1 1/2 -1 -0 4 " I BUILDING ii ti 9" CRETE SLAB SEE PLAN FOR SIZE NOTES: _ SLAB REINFORCING 1. SEEPANEL ELFYS REINF SEE PLAN (3) 5/8-0 DBA • 4 OC 2. SEE EMBED DETAILS 1/8' RADIUS TOOLED EDGE f 1/2"x3"x12" E —TOOLED EDOL 9" OR SLAB I -- -- - 71f3 �� _I NISH GRADE. 4' MIN. I �'4K HE N BLOW T.O.S. (3) 5/8"0 DBA O 4. OCSLOPE I L='�E 8j3C1 9 r - _�_ f r ' EM D .B. L 2'x2'x5/ifl"x12' < • . 4 [H`>,OW! MACKENZIE, 1996 a W � a � ALL RI.•'►rTS RE_�ERVED I Z • �--- -- -�-- '-j 1NESE ORAWIN`�S ARE THE PROPERTY OF r - y ° t _ -- - a -1f�' •-- - +. -W::• GROUP MACKENZIE AND ARE NOT I! TO BE USED Or, REPRODUCED IV M J 9" ANY MANNER, WITHOUT. PRIOR WRITTEN PERMISSION 1_, - T i __—. GLK _ E I REVISIONS: OUTSIDE FACE 01- CONC (3) 5/8'0 x 9" DBA O 4" OC PANEL A - �. _� ■ CLO SKIN .47E N i 5 r TOP AND BOTTOM R 112 x3 x12 EmBED 'r, NUMBER OF R�':' BARS - Ci.A7E PER ELEV, EQUAL SPACING _�—• « ARSE GRANULAR BASE OUTSIDE —REVEAL PER ARCH • ` � -- COMPACTED FILL Qr TURN DOWN ��LA►B EDGE WELD EMBEDS CONNECTIONS _ ; s TYPICAL PANEL LEG REINFORCING --�-{- • W.� 314'61'-O" �'L � 3"-1'-0" )10.1 1 1/2" - 1 -Gn 3 - f l CRETE SLAB I SEE PLAN FOR SIZE _---�- AB REINFORCING /4 DOWEL. O 1'-O" OC �O SHEET TITLE: SEE PLAN N STAIR COL PER ARCH HORIZ REINF AT PANEL LEG DETAILS W1 1W HOOK. CONTINUE BLDG LDG t, B„ PAST OPENING 2'-6' *IERE 1/8' RADIUS TOOLED EDGE REQUIRED. ROTATE HOOK AS 1' �* C E A O I I141 - NEEDED FO OBTAIN PROPER t'-0" OC EW AT � IOR SLAB I I CLEARANCE. SEE PANE r OD ELEV VOR LOCATION NISEI GRADE 4' MIN. SLAB Ri�INF PER PLAN BELOW T.O.S. � I I SLOPE a' /4 DOWEL O V-0" OC110 CL I U1, 4a Q ( I p e r r • .( t r .• 1 � I-, 7 � • DOWEL • t'-0" OC � _ c.— 1 rt � 2'-O. 10 t'-O"f 7Yr' " . .,b .' r .�-..�. 11 DAIS: vj - ----1•-- a n 2 �,, .• • I DRAM BY: �lQ►E v �• I " to . ' v C ,� v REEAL PER ARC,' ANEL BELOW y r I e •T • r I 4 CHEO(ED BY:TLE 4f r I - ---- - -----45 AT TOP AND BOTTOM SHEET RE1NF PER ELEV PER SCHEDULE I! -•---COARSE GRANULAR BASE � O 1'-7" OC EW N SUMP PER ARCH W/ M REINF PER SCHED S8 ,91 —{:OMPACTED FILL /4x4•-•U' EA SIDE. I rx TUM DOWN SLAB EDGE � n ELEVATOR PIT SECTION w " z �'HICKENED SLAB AT STAIR PANEL LEG REINFORCING MI -NO-7246465 QED FOR CONS, PT 314--l'-0-1881 1/2 -1 _o z 88:! 1 � - —o 1 1 ;c - 1'- �_._. -•—•-, 13190 SW 88th pkwy N JANUARY' 169 90 7 KW BUP 98-08j8 38 0l 39 ...e?�� M77, z. T IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCI1MF.NT,THE DOCUMENT IS OF MARGINAL Qt1ALITY. MICROFILMED III{I I I{ I{SI I{*�a{Ili Ililill�llill I�Iflllll{!II III{Ill�i�lil t P T(1Jim t(I(i� fit<II tll,cli�!(!li Illli�l�lll;lrrr,�lilr�ifi�l�l ' r{T1!�I�III) Illlllf��lij! lubui tctthlu nttinnhndntt 11►lLe;,.urit�u..tillm tlllltrll urhin nnhn telt►+I nrrinrr mlan rll;n rrnbrn tnrhrn rr►lrru rrldnn Ili nrb n _ n Ipl I r snrer!5rxcmr+w+vv+,ra:x.wfa^« .. +.a,+r '*.",_'^„�. ,;�nr*«x,..-...-•-.. ......,.,�..rt.m ,.,. ,..-, ,«,T. . . .�. ._ R,.,,r ,.. �m.n..�c. .. _ i..mmra^...�^r^r..mvxix� a CdMiNWEDLEN r u[ t 9 I f S . -....--.w.•.w.,...•.w+.-.,"-..«.........._..-..,...,.r,�+....,._.......«+.«.-.......^....+.»...fin .-,._.....,.. ....w..+.,.,......,_......w-....« ... .. .. ^ ....++w+w.rhrwu..,_...nr. ..+-,r.....n.—.-,. -,-...........- ..,_...�++..».....+.+-+...r.u.+. w. ..+r.+,...w-^.^�",.. _.....,.+...,r.,,... .ur.. •+wrr - ...p..«. t — r 3 t/2TtP UON W _ 4450 S.W. Macadam Avenue ,3" TYP UON Suite 220 4 AT 024 Portiond, Cregon 97201 .-< TO COL FLANGES 1/12m � � it ��r�R ph,ane: (503)269-8000 TOP 4t BOTTOy -- - -_ .____ FAX. (503)296-8703 3/4 3/8 BOLfS PER GO. - _ _ - • • • I I • _-, SCHEDULE • I I Portland, Oregon 97205 1530 S.W. Tayicx St. _� AWD • I II • �• I0I 10 1 4 I • I I I• I i i I • e Ptft SCHEDULE • Pham (5013)2.28-7177 I '� 12 FAX. (503)224-3638 L3x3x3/8 • A T I 0 39 TyH i_ sa _-t,�. BOLT' & �' SCHEDULE to L- - R 5 BEAM PER BEAM NO. OF A-325 � 1 1/2' T PLAN WI O. C10 (2) 3/4`0 3/e" [ t .s i ' EA. SIDE_>--� _wiz C12 --_ - (3) 3/4`0 3/8" 1 �-k 1)GR 4j- __/ t /-_- COLUMN PER WI4, WIG. -- -- --- V - - � // W1a (4) 3/4`O 3 / b t W21 (3) 3/4 �1 �—L3x3x3/8--/ W24 -- (e) 1"0 --- 1/2' W27. W30 1`0 1 2` 1/2 0- DECK BEARING ANGLES � COLUMN � z SH�cAR CONN. AT INTEFOR GIRDER � 3 NON-MOMENT CONNECTION � a NSI-MOMEN►'_CONNECTION � �TYPICAL BOLTED CONNECTION NO SCALE �2 NO SCALE Z NO LVALE NC1 SCALE 1 1/1T 1'-0' y 3 V1 H to N +� fog Landecape Architect WALKER MACY P 1/2' TO COL._ FLANGES S ��^^�� 111 S W. OAK ST. TOP BOTTOM S8. L 3� Suite 'L00 /�� S8. Portland, Oregon 9'J204 ! - -- - - - - - --- Phone: (503)2219-3122 Arbodot OWI 2 Y WI.LJAIrI L `*EN I• I il • I • I I • I � I ---- - ---� 1 4 • i I • i • ' j • I• y pati,8cd, B41 it 97207 • i i . •I 110 I • I 1 • Phone: (503)222-7007 • Lsa. • I • i — WOMAKEk - - --._ ._.___- --_� _ Cams .l'AWT8 M l • j 1/2` 15115 S.W. Sequoia Parkway. J - BEAM PER NOTES: Sults 15Oregon 0 - �-- -�--� PLAN 1. AT ALL GIRDERS WHERE BEAIAS FRAME INTO Phone:d•(503)6846 04i ? I e ONE SIDE OF GIRDERS ONLY. - COLUMN PER 2. AT INTERIOR G1WXRS WHERE BEAMS FRAMING - PLAN Ir1T0 OPPnSITE SIDES OF GIRDER HAVE A 7'-0" PROJECT: NOTE: 2-k 1�OR 41—/ _- bf--- OFFSET Ok MORE. F WHEN "X' IS GREATER THAN ITR�NG(�E i 6" USE FULL DEPTH SHEAR TAB AT DEEPEN. SFAM. COA M r7SHEAR CONN. AT INTERIOR GIRDER 8 NODI-MOMENT CONNECTION 9 NON-MOMENT CONNECTION m v ONE SIDED SHEAR CONNECTION _ � P�`� � NO SCALE NO SCALE NO SCALE BUILDING I y rn to NOPE: �-- ---� 3/4`0 HEADFD SHEAR CONN. PLACE CONN ! 5'-0' OC TYP SEE PLAN FOR SPACING i CURTAINWALL AND �.. 1 �/---i�L PER PLAN at•r i 4#-0' ATTACHMENTS PER I I AT GIRDERS CENTER �`� ARCH'L. REINF. OVER GIRDER /4 AT 24" O.C, o��" I I --W 4-- BEAM WIDTH i 4 t/2' I L 6x4x3/Bx4'-7' W/ 3" SLOTTED W/ 4-3/4 0 8325 BOLTS DECK . SLAB PER PLAN I � CONT. �, HOLE. SEE ABOVE FOR SPACING ,�d�ca � I _, -� 3/16 3-12 /I — t/4 �.• � %�o3/4' CLR. 3/4" CLR. • };��y� IV -CHAIR WWF AT BEAM nOVE(t 1" CLR. I N HAIRPIN x 1 -0 s FiE� i n L SLAB DECK SEE PLAN i 1 Z" 3/18" BENT a --'* _ G CAWP MACKENZIE, 1996 -__� - - -- - • ? -�� ° ' - - - - - - 1 / (2) 5/8`0x4` HWS C ALL R;CHro RESERVED CLOSURE ---$ /2x4x10 W CONTRACTUR TO SHORE x (7.) 5/8`0 THREADED WELD STUDS. THESE DPAWINGS ARE THF. PROPERTY OF. WHEN L > 16" r HOLE ASAT BOTT OF S OTTED , EACH ANGRODP KIACKENZIF AND YUSEDMANNER. KPIRUTURIOR T LOCATE 5 8'I x 8" LG. ' ° TYFt SIDE 13EL0W COL�FLANGE. iU BE usEn JR REPRoo PRIOR IN / 5 e E3.1194` TO EDGE OF FLANGE wRiTlEl. .-�nSs1oN I 2" MIN' ' I HEADED STUDS -- -- I A.T 24` 0.C, - I I e 1/2x5x10 REVISIONS: I I I W/ (2) 5/13"0x4` v 00 OO-i i DECK. SFE PLAN TION L BRACE OR PEkP�`:DICUI_AR HWS -- 1 1/2 4~ 1 '112" BM PER �`� CREM! Ap TE BEAM. SEE PLANS AND DETAIL -1 -BEAM PER PLAN GIRDER. SEE ' , -- • I 16/L '2 PROVIDE BRACE AT O 1 14 Gel CLOSURE STRIP PLAN I ----►---*------- !0-0' O.C. MAX. ---BEAM SEE PLAN -CONC PANEL SEZ7 :LEV I EQ EO _ r TYPICAL_ COMPOSITE BEAM C4 ADDITIONAL REINF. AT GIRDER l"13 SECTION AT PERIMETER � �a � � TRANSFER BEAM COLUMN CONN. -�-•- 1 1/2`-1'-0` �Z ! 1/2`-1'-0' 1 1/2 -1 -0 1 1/2 -1'-0` 1 1/2"-1'-0� -- !� I SHEET TITLE DETAILS ltE W ---ADD //-4xr3'-0` 0 1'--0` OC. BLDG $f Bff !MAT CENTFJ? ON BEAM BELOW AT CANTILEVER FIELD MEASURE ----•SEE 5/58.2 FOR BOLTED CONN IF SKEWED L 2 112 x 2 112 x 3116--- r.� 1 1/2"- 8" --1 1/2" 1 1/2" - _ Sk- 1 1/2" 17 18 3116V 3 16 11 CLR• S8. S8. 1 CLR. r- �1 1/2 3 8 T - - - -- - - _- -- - w � • HATE: DRAW AY: NAE CHE!~KKEF♦J BY: TLS F.P. t 1'P. SHEET ° �' 1 L-3:r3x3/18x(.'-9" W/ \ -_.—._� 1 -!_3x.7w31tA �f 2 (2) 3/4"0 HEADED STUDS 2 (2) 3/4-0 BEADED STUDS 3/8x4xO'-4" W/ 1) 3/4-0 A375-SC BOLT t7F AM PER PLAN S8 . 2 BRACE TO BEAM CONNECTION � n BRACE PARALLE=L TO DECK _,_____ � le BFbkCE PERP, TO DECK SKEPWED a MOMENT CONNECTION ff BEAM � .,� 1319osw66 110 SCALE I NO SCALE D � D u 1 1 -1'-O 1 1 -1 -0 !UP 96.0838 68th Pkwy (U) Vf JANUARY W87 3) Of 39 .... .. ..._....... ........ .. _ ....._. ... -. -_ ....-,.w.._.. _.. -.. ....... _ .._. .._,rw.+r.. ..._._ ._i...-...w+....«.1M+. r ....., ...r...... ....._�.--.. .. _ _� _ _._.l _ ,. .. .. ^. _. .. .,. ... _...w..•._+.w•-.w.n7h.....w.+r...n.._,..ww.....-«......"•M1..+r..w..... .....,-.,......,,..«....,.... wr.+4+,w...u...._........ .r.w , ur....«,M.�. . wa_-.r..-W.._..._...._....,.....,...... .,. }.:..._.aS.YG"a...x ... 'MY.Yny� iF THIS NOTICE APPEARS CLEARER THAN THF, OCT 8 1998 i�WCUMENT,THE DOCL'MFN'T IS OF MARGINAL.QUALITY. 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R&H I "WC'�'M:15.111,11 ISM S.W. layior st - - Partbnd, a' (w>, 97'm T. , jfi)Yli2' Phone: (503122lI- 7177 HOi11Z 11 1`-UL Oc J/'1 ---ArErAL ROOF DECK P�� PLAN FAX: (503)221,-3630 • I .J+ O I GIFtDEIi PER PLAN v jr ra p l^- FOR EMBED a"' •J 3/4'rx4 1/2' HWS O 12" OC SEE 1.4/.,9.2 �1 M 1 J ; • --ROOF TRUSS •))IST PFR PLAN 6' CONC SLAB ON METAL 6x6 -".ST PER LAN CK PER PLAN W/ Wl.4xW1.4 W.W.M. ��k t t 6ETM1;�F1 ,�T ' BM PER PLAN Lr... VERIFY W/ ,15T -ROaF SAM PER PLAN 1 � SEAT HEIGHT + DECK PER PLAN FOR I O BOLTS n • s�E DET•s a � 7/58.2 N 7 `}�''�yy�.' !. r•,S S+{, '�'6� i ' A+S �I,Y,4:��y ar, °rk� �� My. ;i•m ��. � ACROSS r 5 �PURLlN TIE BEAM 1 1 2 =1 -0 CL ,. •- 1'L,• f;.{y� 4'f. - 'gyp'• 5: QD +N a.0 54 f i �M vi,.^• E 4q � � � q . •e. I�`f � ,. t � 4 N TS 0x4x1/4 W� Airf GY..t Ill S,W. OAK ST. ' CHANNEL PER PLAN ..�._____.pygEp 'B' '4 SWto 200Pt�dan�Mgai 97704' • (2) j5xCONT t+ 4• �� Phone: (3013)22&-3i 2'2 '. `.EE PLAN 1/4 2 1/2' DECK "Eit PLAN DECK FVt PLAsN•- y / --DECK PER PLAN i 1'/� 1 -- --�- Arborist VALIM L ., »„ I ---ROOF DE!* PER PLAN t 4 _ ►I! v ^ /4 A 1'-0' OC VERT P �, �----- P.O.. Bax 641 Pexflaid, Oregon 97207 • Phone: (503)222--7007 r 1 4 S �ac e c —WALL REINF PER ELEV //4 F10R PSD . �.` L6x6x3/BxO'-7' �lLTAMM /4x d O 12 OC VERT �" 14/58.2 15115 S.W. Sequoia Pc*w stiw� " •- CHANNEL PER PLAN �------911 PER PLA11 Suits 150 POfttland, Or*W 97224 w o Phone: (503)684--0652 PLATE 1/2'x6`x8' W/ 2'-0" .. . (4) 3/6•.xs` HWS e e NATE: �' PLACE crm O 3'-0 OC PROJECT. --T- . JOIST PER PLANjKwCONT 7 'TRIG 17 CORPORA a PUR UN TO PILASTER _ r�` PANEL RETURN s F UGHT ,� PARK NO SCALE 3/4`=1'-0' 1 1 2 �1 -O• 1Q CUR'S AT SK x _1 -D Z 8 BUILDING 1i r RADIUS PER PLAN SEE PLAN-- --ROOF DECK PFJ? PLAN. — ATTACH TO STUDS W/ 1j4 PANEL PER ELEV 110 SCREWS O 6" OC <R4 SPANDREL REINF TO HAVE STD HOOK (8) #6 W/ #3 i 6001C1�.ri O 1'-4' OC TIES O 1'-0' OC 1/d 6001C16 O 1'-4' OC W/ n W SEND SPANDREL REINF -- 18GA TRACKS TDP & dOTT HEA 1'--4' AS Rf_::YD Cr TS PER DET d GROUP MACKEN2IE. 1396 1 1/2' ` . cd 1/8 2' 4001C18 O 1'-4' OC • IS 3 ALL RIGHTS RESE1t1+En • 1 ti MESE 'RAWINGS AW THE PROPERTY OF \ • v I 1 AO�'r' MADONZIE AND :RF NOT M R' USED (n AEPROW.R f I 3) > EF WRITTEN PXTHOIT P IN ,. t . + Ah'(MANNER, WlTr1{x!T PRlofi . 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IF TMS NOTICE APPLAR.4 CLEARER T!;AN THE T v DOCUMENT,�'l1E DOCUMENT 1S OF MAitGINA?i.QUALITY. MICROFILMED t y ,, ,. S , I ., }�I1; . y� n W, - - f r , _ _..._ .. y. vy� - IT �� 41 A , ....,.�:,� ..,.,....�,•._.._..-.---.,-_.._...__.. •+••rM 11••1._ ,...••w-- � .,,.,,u.,,..- _.. ..� .. - .• �_ ..,w...« „ii .T»,..,...qe«"-•r•••-.."- �.. t -.. Il.,lalbl-�w-..•w1r+:..Y ._r..,..wwrn.+,,...w•�.....-.. .w_ , _ IY t■• .....•f,, r • . . ,d/ Y cava •I.• %,#o f � ■ "•"_„_.__ f. ° : r... ' -- s `� �• \` \\,.., - - �.A.., ' .. _- s, '�zp`�,^`- __1 PLANT UST , � } . � E . .,.✓ r __,.__� ___._.., / I ) f H,VEt'd4_i•YIT •;,••.r� -�::- ,.,., ,,_.._,.-. —_--_.._ .ft ter1 I ---- ---.__„_".._T,_,---'•rr 1 !' Ifty botenk:alQMena �`eamwll Nrnt e .�-- / , ...._............_. .,-. .. ,.�+ _..... '___ ._._..__m.__.-.__....-----' - _.._-.-,._._._.__._..-_•.»•- ..,».I..-_ .... _._.. _.______-__—__._-- ___...._._.__.-..._..._w_.___.._.- 1525 ret Avenue .,•Y,•,.ar, e 11'ilite And +Getrdilion SW First r - •.. '$Itte 20 rr, '•h .' � !l I �, 1, v r C •�', '' �' ,i',''i'1;!t. ,•,'s `�\ ^' a 'fir- "''s;'•:1::':,• rr, � - TRI:!' � ��-.:1, OrCyon 01201 'w ` r ... Y r • • a' �, / •'' Q 'i 4 1 A •.. cin.;f,i , , ,, f1 Q{1 t3. QJG •,• A ! rJ ,• Q G i r o A'. ! ,s* �,;,;'I,'"f; �I✓E(� Csicrl erJrua decurrens 1 f A (50"299-6703„,; // u 1 % i ' c M11111rtsA �r1aN e $ / t3 d� $ f j'�ct j c t G i,/ �. I Q o Q ;1 G o , ! i a tr ,p c ti , 0 ! Or ,�� - I � /� Ii11� / T ' CM�Jt� IChawaicypariv esesatkaten•lie 9"tke Cedar S' 13' / a &: R _ - r' 1 I , -' -- :.,',. �Iwrbloomb, .,..:b R 2” Cad. ! tf >3r / i i Q - i 1i�1,«tl Meiva 'Doubloon*' iPs •A� •� ! p p�LJ 17 /'' i a +^ 1 ,' " .... t .�iT t ,°'1. ! : i - I I I C C 1, • i I `` "• D . `'�.. •^.•i la', r . t - Si1 ^� / 1P a 13 (X,1-7 ,7, p `:. ry►f:: II i ti n I SRA �` �I Pr titre \ , ! A \ / a, f r oh , $'' " d .a �t .:'Z ,,e i 1 I }lI:J:; t I ! r '••, lMAlu RIr PrA+rteif•3 if t / " x ,•j •,` Q til' \i.'.,1 '1W..'T,, h, , �j�,,,t { l Y-d 1` ''' •�. \. 1 I �a♦ ' r ♦ CONSTFMTM CO. t 1 ,�r ,.. ,l, 1/!' a V, ;% 1T.r' , ,i 4-ir,- p; :i ,. �t i .-}',';?+ '^'11 ,,, FI. •rJ p/� u� ( ,,tel,,. /a �a.�,.,�_ _,•� ~ �a s + .G•� G• ' %• / r'� •t..0 ..,,,".•..,. r,.'(:. ;. ,....aRr. {: ,t�1 v�"' ..y .`,,`' " '"w •�. :'yj r. + i {f VCf1 P�•r of '�i�laryrna ChRnt •�a Vht�INYA.•! {r�•tay PRAT M�. P Q 8 1JJQ S.W. I•tJ�Or ,al. a' r !' :-i7., , '::tl -..:0. t'- '�!'�° , . t:,+ ,+� '•w. _ O`�:`. , 'r r I (• L + ; "1,,�. ,� '`. W., .4 t R, ,, , #" ,;;� ;w _ -a'/ s,,r� :/, Portlar►d, urepon 972Q$ i 1 r` r `_-_ • �� ` , ,. WtM Ouercuee bore#4 Ited Os+: ; Cal. / S A S yy �,, r,'-,_ /. 1 lv , 'ft i `;,4. p >;,r,fir..{y,a.,:tt•." � +"" ,. % , •'," iJ" �,.-►nr5` y`sii t .. Pione: (503)228-71177 -. 0 '� Fnx. (503)224-7638., - 'a "I* 4' a . , lit /� '� - t ', : r-�, I Zl3Vl Mkovs aRrra Greirl' VNIApe Grlears .)spanese eikotrA Cel. B A 8 _,_._. ._ y '.:S to ♦IH '�"�' ,4• k' � 'h F �, I 11 ,.1: r ::.., i4:. ,, ,,', '�i.1 ^w^ `,N Vii'` 0 O TI,. r, •f, w- s �R •. '"f r ...,.___ II -. - " r 4' I .`�,„1 -.._-_ '',•,'I ti ,'„ a n • -r 'P. _.__.._- -----___-_._._.----_--- _. - _ __.-1 _. _ _. _.... _ - ! 1 1 a �1{v G t , y v v , il. 1:1'1.' , • '�,^ .w �,,,Y.4 li _'c v , r ..• Q :,,�•.•,.,.,.~•:,' _pa.. .T ,,,,^p - q•...5,•__. p �,1 �9 qty {r, f.+ N ',f' , SHRUBS .. / I r Y ,I;t, Q / ,rt Y.. -,?,�. \ C 4 ',`• 4 ✓ �• `,�. + 1_,„ I .�i'. r,, ;y_ _ ,j��.. 11 . _ 'q� I v v a y/ �\ i9• ,, .4 ' 1 1N,i ,rt r• 'ir .a I /v L;.' -,H - .._.- _....-_._ :_____.:J y Ill ) V V .i,, _.I°^� .� L 'l '� O .. '..•,,,,y r , c \• �6"RA I AFreDIGa �uldifiorrl :r `S <. c:=�..-._ ” . Gl ss AbeHe 84. cont. +,�7,�wr ■ _ `\ 1, j� _ I , , '+"'l 5 • �,t ,' , ..1, \ ✓ I\ r/ ,�r x,..a� i�t; 'F.. ,,7*.i, t'.i ,A-- } . ",%,, I% .) w I I I "M- A - � // , „ .-,•* - ; EC :.bales ,yraadlfiors k atd Gotrc Edward Gvuc:her Abell• 3 gal. cont.I 1. _ �gCKEWC-jS,AM lkl . 'O ,':. a .-_ -._._._ �,.- , ,' \ :?' ' ",, OWN Berbarls x montorensle Watoe Barberry 2 psl, coda � ,fr 'r. A l'T 1, yy�- 1`t�' G6SU S.W. 8tincrt :t let l p '�11.'R" 4 +,,,` ,,,-; 'f *. ai'{a. p� ,Y'.a.�' ��\ \ °. t,�, •a. / / .u,�.kw r Q - r 1 _.',' ___ ...._.,..._ ._. t STC.R 8erb�rris ihulnber� Crkr>sorr P �" �x 5903. ,: ,;.. , ; _ .;_-= Pygmy" CtM+aal sarberry cont �,q. F al Y �` + �'\„ ,l, r : 1. r Pwi4and, C1�oc 'rt 9;�20t-I�G39 1 P> y p+d y� A. " 0 4 ',, P �b t ,y; '� . 11) �. Y ' �" CSKE Comas stolonifore 'Kelseyl° DrArl Redtwlg Uapwoexi 1 pal. cont. Pt 5ne- (50'-):.�4-9.570 ti a '� . �*k " hr r._' �t .� , i, \ ; �..r" e " I�. a ." rAX: 80> ;Z$-1, 85 ; rf, / • r j ,I r �� . 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Rtlododsndron `D Amst l ,� ,l,i¢ �, t �- et►iA Rite Rhoduldr►►nrDron Dors Anralsis 10 -1g cont. }�6 ,j Portland, grerian 97201-OQ39 .r' �, ,. 4• vf" ,+.moi .w� o \ t O ,.... _.,, .r, 4 •r. 1"�' I �.'{ ., ` r . r< I 1 :- , 6t►unrs 503 22 95 '. 1 •: . .. a' 1% __..___.__ _1� ( _ .� � RFC Rhododendreyn Slat wonder odRnslron Scarle4 Vtfott cont. 1 1 •„ _.- 1 -•.: 4' , ;, liihocl d :rr+i;" 10 -18 -t m. ss ,� •� 'v - J* FAX: (.03)22$ 285 fs `�. � a :'efN d ;�1 ,4, c^".'.,`( *. / `. \ I ➢ !1,' y ,�'hi.. 7r,'a ` d -+•tom^--,;•+ ,�.. f{("�" ' 'I,l -- .. ', �� / LL-- _ >fr<, F V 1 y • 1 1 pal. coni;. i R•;'r. ' -�. _-�- �-,.�- - - l• �,e. ,t; RDEL ( Rosaafs dR t Hs Oe L Ha Rose a ` ,w' - ,. % '. '�F•-°•,t+n=-..-.- - `- 4- •ti..r :I.' i jl':"L` ( yb "'J t: r i if' 1 �`� t r.,l �' . . I 1 )'��I,N--�,,K,-"t .. w$N ,. . tond$Capt ArChlte, �4r. \ -,lA xr ,,1,. r ,r,' sw �y1i1AaA a l�IbewInOW9d g Ree 1, ? 1, esOnt.r � "" "'"fi.. +, gg .__ i, PC f" ,y� Gk' gal. t,1ACY 1 f' 41 4`?' as I R/�J�a3� /orf \/ _ ... # �" `l , �� I 1 c•. 's 7` *�.. .� fi ". f m 111 W OAK S T M.. �- `�, , ��• f `\, ` � , :,._ ~; fir'' r, BJAP SpllaeA �poMcs y@�,,,}}, JapanesR Slptraie1" 2 gal. c+�t, >7.;; _, ,4:,a' `'•• •u^ -, Ifg,. -:� � •� I �'S( \ ,v•i P,." LL ._..-.._` r,. ,n� " •'�k,`•iJ], '4{ Suite: 200 ` 1.t, 4 ',t G'. ''"+.:, JF \ '� ._ -_ _... � r.�• f " a'' !�1' G-k•%: v .�t.: „ "p� ,y 'fid, ''t , PorUnnd, Oregon 972U4 I _ . , -`- / `- .� + :. - - 'BONA op a , �#wvwf C uropssn Cranberry D gal. cont eg �, ,- i . Y `'r 'I yw�w,y�p�,,k , - �\ I b z� rw Vlburntem alas N nam Fr►onc: (503)228-3122 '.' ' ' \ •� 3'.'," 1,-rl'1,'1■P' ,,4 ',° -T,... ' '�` . .\, a , 1 .-..., _....._�-_ /. - SIS, 4., .1. h„ l' • / VTIN Vlburrim !Onus r r, III ,. L LAurtrrrtk►us 3 gas. cont. ,, % '_.," / `� , ,L _,..j_ 'r' �__,; __/ � '.; .- \� ,j a`k' !I" 1 'F 1^ t ,} 1!' a �' • - ..._ . �` `�. + i�,. ' tR' .'✓: t s fY •}. 4e: ..I�r: . ■• Imo' rr �[ ri. 4 L• _ , y /' - - - - ik r•' 1/ �t /M;, I a t i..,� ArbAxitt —_ (� --- -f - - - --- A. __.__ __-_ VTCO Vfburncem tIn{Is CampactA Corllpect t.auruatic.us = 2 gAi. cEsrtl. .11 1. ,a, ( ' j , • y I P R ' E l J _ :C >f :,G r Q e` llr.i�I w•a lr I . , I .1 I. •� -''h. I .. Y i-_'^iY,. h.Nt' ': � _. T C •� `` •1 '• ;J<V`i,p.� +i , ----_'-_--- '--_.r._--._._.._...._.__..r_._._�__....____---__,.,-'r--_r'r' __"__--___.__•___'^_... �++.^ _._-__.-..-_-_w__-.__� ,��ay�a�J�y� F,� ( / • /-{- .. ..c'��,��{^rtfl;I.j ''` �. �_1 C i . • ~�'�//�/.,/ `rte s;,-f. ,^v" -E {I }�'. 'ANIMATES iAT ,r' �. '}' 1 ! v ` .9 :T. 1• \ - .. �' C � ,f 1.• I`.IPa/v .111, N► S, 1� n r, ': y.. y r �,, r _1-_ -:t S.t �` ,t»�. , c r_•*'• P.O. Box 641 : i , o r� 8flmbe GROUtdOCOVERs A.; I r I - ._ ► I "`� ."... !«- :"`. ,,%c 4- . ��+ja"� ,I\1, Portland, Oregon 97207 l . ____ _- _-_ ' 11. -! "� - r. 1 Q .F rat. _. �. .. \ ;:. 'tY, ' e•w--- -•_-- c .'1' k 'r, •. E r L „ m '`- 4' f hone• (503)22'2-700'7 „ > k r '"ti+wc . r - b l I n' . �,` 7 AUVA Arcostsphylos eve-urs! . I!,,"t» , ,f Bearbeyrry Kinnikinnlck 1 gal. con' " 18 o.c. 'y, '.'4" I ;` • _--. - ( _ __ r/ \ 'i')..f"-"' `�,. ,. �"�-� "1 ,"'R�S's� '�G�1r' IYN • `I S'. :? 1 -•--7 �- .�_ �� " \ � I/'' r'.,: .__ . � ti MREP i�lahonla ripens � �1'` �9 orw�a 1 gal. coast. 24" c.c. Surveyor �1 __ / - 4 ,: Creeping Mah / - Yo -L 11 r ♦ 1 - --•.._ - - -,__-_ , p' // ry ��.. .v1' �" 'i,I I rte" ,K, \ • 1 INC. * t. 1 •� _. � . , v V 4 Y a Y RI�IIE Roan 'Nearly Wild• G., , «« Nearly Wild Rose psi. cont/ 3 e.c. - v R i `. . a ` ! N ., 15115 S,W. Sequoic, Farkw �._ off.'. ••, I _ 11 J!'A tis 1 ;,, !,t,,, r!- �:-•*-. v „ s , � "`.,K�,. '�'' RRRI� R�1*e reuse ed skax Gref Recd itNsx Grat Rose 1 gol_ cont.! 3' o.e. Sutte t�0� ;I,r , 1 r.; M1l, / T - u e� / a y,� xr ;-,,'r E3d ,1 ,,{,� +� \� .• �/ r # ± y>. Portland, Qrlsgon t�4 70�;I ,,I; I ;gid A ,�I .__ _.- � • • �` __�- F^ RR$N Rods rugose "3now on Heea�theer" +sow on "*other Rose 1 pal. cont./ 3' o.c^ , 1 c .,.1 r, . { a', r a q'ti' : > �,M rt'' 1 home ,�, 684 ..� 1 , , c 4 ti ; '�`'` I ( I __ VMVA Vince minor Winn *In* Common Periwinkle 4 pot / 12 o c / `' Y I:i i�i4 ih' , 1', ,,59! ,I;ty,!'r'� '�` -.- -. ® P ..� 1\ -I._ a ,. ,: - - -__ --- .;,, ';,!, !hap',;r (��1,!h y _ ._- � p • 3�4 e ` -r.---.- dG'; , 1, ' ! !9 fJ, i a r� b `n e ✓ o-0 ',t i 1 �} 1, ,,1 .1,, 1�1! t .'' ' r .• ", 4'y' C o� .: fair ;,,» y"? u ICI p Wh- ' •Ih, la"'„,if, 1 C 1 t.. ,,,+N�.t,r•. w".;i� `. d"'i. rp-.x't .,`,d..,5.1 f w.4 I ,UIY '•:' ? T,,.,. \�.- - - __ f ,: NCS T :�: 4"' n ,�� k v ,yam :�. .t; ,. ,., L ' , -h I i '' ` ----- _ _ .-.. 1 ._ , --• t-»- e ) vk7,. s ,i c,, r;; y a' , rn !- „•*11� , y' r 11 / , y . z►. o --- _-�- _� i I . ( - D .. l ! 1 All new pl�ntir► to reealve eutomatlCa tntdetpr irrigation except 44are rough seed b escheWed. Slee �, _ - __.. �yr.�� 1F�/,�j�.tQa�ylyr `,'C ° p v _ •'` ,1..•.,, r-.-. _ ..._y __ - +r•-r.....•ti.__._. --'_ _..-. .__- I\!\ C y ! ! I y '.(; g �COLONIAL 11 w ti. -� -•f-- `" I " r a is specifications ?or Design/Suld requlrsrit Mo Including irrigation under existing tre". I , 1. t 41 . Y alp " Del _.. _-.._ �- -.c - _ --- ---- ___-__ ----I.._--_"_-___ _ .._-- -- - - 5 1 f Vrp,�0 '• . +° f Qlt L'".l,�ierli Where shown syn pian. PACIFIC/ ! I Install ick e ,1,, ;a ,, ■ �_ t.. �^ 1 { t• D' • • • e r s • r a r D ■ r r .. t f Jia f; r �. -- .__ . --1•- -__ ,i•- k J r `v 1" ! _ __ __ _ -, «_ - 'fi Contractor responsible for verifying nullrbArx of plants needed for given dRebpn ands plant spAclnpt LEA 1N� „ ys w;r� -' - __ -� p " �' ,e M �? tr .a 4 C !! t :'T f Ibntlt 09Iid4lld 1Gr CUnYR9lil�n4'.a On wi, y , i / % e • a 1+ i it:r �' t f �� ,X.,r; :♦f,.. r. yy f ^7C� AU e R _-"., I I - __4 . .. - \` �/ e 7�ir', a' • '. , W 4 �`tr0{JndGOtlef planteet at curb eFrMl be planted A diet of 1 IInNME the j��AnRkpp Ilpye.InQ shown in legend T• Y !. __ 1: t _ • r ;,,! .:..' �> rY Bele dotal! #has alheai. ^ s,: a. ;A 'r 1 Y \ d`,, 4 _ ..Si°, ,'t� .✓ y :• t 1,�;i .�,1i,.y' i'c a, m...�' .. 1. ii� I / »r.a• �y 4F. L 'i t Ste [ QQ �{ i �. r i7:r,7i"i� ll• '•i, 1• 7' r. A, _'s,r_' :Y,,,.1SIrC1'!1 •� !q_d'rA .MX ``.i:.14 ,.F .. ,'+' A :':} ..'Ne`-__ . y i r.. r X. ,'.�`i .i 1 : . . >.. .a :,, +° - '•t-. .a. 11.. 1. 4 4 . � --- 1-- .-.►___ TJ --._--�__ _ _ __. • r ;" -_ , A �, ti `, i a It r__—-_., -#_ .._.__ ( w_ _ _ t+l� +l Ir P�s r' •.7`T_-•,;.;.,+"`111.. _.,__.._ I a f' ''W>F .4 yr'";ti P,�. ,f+i. ;w ' �jy IN:y , 1 �f+y Sae ' ,1$, Y.,+ sbd ''' __ ____-_ --_ ___ 1; x f s�` , r 1 ROUGH GRA&5 ARl'rA: Remort ail cieAd end-etyinp trsas wfittdfrs tl �eea. Relrrave s!i shr{tba, vinea Rf e v --4- -�,1_ --- 1. _- -t r x O k - 1 y w - _ ' 'l-� � 'z � ,. Y , s �� end groundcovers. Grades srnootlr And s+tred with rough seed mitt. 8tre a p2R30. e I I - - y?, 4 3 ,rf. 0 WWD 110TE$ " 4 - 1:1 - -_-_. -.---__ ' _._ - ._�. -, .-._.- • O ?�, 'K v.S'f, il`"?' i,�-.' J•' '• a' ,. a -- -t ,•e ; �w :� k, n '" 2 FINISHED LAWN AREi - n '! .. - - _ __ • r �� s�;r �.• r p �. � � 81AKE AS SPEC'M / Sfn7 ROOT CROWN /��y • n �r r 'aY µ ABOWL FeIAL GRAM V .\ r /� t • L • � I. ,' '. d. ► , ti, .t. � " 3 CONCRETE SIDEWALK °" .9 As sPacrFlEly. . -.,..: �"� lass ,,,r ;r, TWS i 1 \ e s a „n t-,, Olt- R 'N'kg9+ .:w, C� r. 1 / /' � •„ , ✓ r, '' t.uy:^ ® TRASH ENC AS gvEc� CUT A1�1RpvE A4k. - . :'' I ( ' ' "-^ c ° +!^.. � ,�Y�E t', ,�;c*: � r ::" Irurcn Ati ., JJ I ✓ . I I ., ✓ ` e -'�' "' `, ',�`.. ti .�,_.._„�,�_ ° Yr, REVISED PLANTING: Q•R �Ael * r �__....�.,-•--••- .'«•`�i f ,h ,{ L, G: For prior dosine rotor At►stIEp. Aldtl To tteaT = . 1 h M �. a; y � Rgcf2yE/ rQ el SSOa IFS..G •'. _! / `AD ,. ^f- f. .A� ,fir ' ;,t, -, r. µ " ar {.r t0 shRet 1.10 pittrrtltllR r Nov 4 Q TALI. ORA�R RACiL- �199Q ALL N10H'YS R�$F1RVkA 6 � - \� i \ , - A .� ,•1j... L, ,r� .r '��•. 11 l .•.K"< 'w +1Y\?t,r,'IF.r,, N,•,}• -'�;;R,4 ',. I- ,4 1i is �.'�II� + ',."•, .y. �, ; '' N� ! 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'it 4 , '+� _ ,•, ,� j Ci», t / , � T , ..- 13 CSKE c7 � u 4 y t �1 �t rl, ., ' ,' cug Alld IMIOVE LQ J '�, ii1 ti,pka, ' ., a i`°. ,• '�i ±` t tlf+` st x�q°4... L • • c 1,_ •, ,e ,• - .,, 'I �,. .t: �t ;,., It; ALL OMID411CV FROM! ,r • __ c; { � ►,,,,!),: r :;r �. +\• �}, , Y, TOP AND UNG OF • • 2—,570RY__ 40-CCKE ti _r. st+r t. Ic i*1 • "t c } h{ T Gr ' ° y w" '► :,, .�,. ,.. 1 \1 y L , ri!!O eAa l RRIOR "I ,� ` +y A *q,. N $;:j 4 " M 441 "''t ;�„rl 4 ` GRft1ANQCOVdtO ACE ,, ��CIF AS TO sACKsOLLiNO. Issued I~ II \41 G / / }' 6 1 "._ " aY„,r-1i :..�. .air :4:, „M ��a t r'tii "g'jay� '1t: y $ .t_' �I ' , x �Q a "^ • O Ir C _ ,. .s , gl. v, � .r� I`•,' ! �, t �'r •-'�3 O I l c` ) l 1� , .' L z; i _0w SE; JILC.�lIV ,• �' > . � ;. ,�, _ _. . --i` a r� t r u I i carr • -.-- __ 11 RO p� . , �t t '` ie!Y, , er i MC'IFIRD . ► Q !! S lj!"1:i.. � . ' ,:�` s3 "'# 1 ' s til •--PAVOO ell LAWN •AGK6rN.f. l�wx \ ' �..�'� may, ,,J(y�� ,l h I ,r^ , • " / �\ ,t,A "ts '6. ' t ,`' L " .! t,; :," *} h r r ..P =,.�.:. 1.d: �, :,"'r �",r'' 4 l - Q Q BLDG B —� 1a I ._�. -_.....__..__...._. t, •`•. 1 '\ ., r 1 Nv:. .M ." !, .; 1 r •'r1f` l...'�", '`4 V (119� P , ';1 t �l , , 9. N.:' ' Planting 11 Plan ,, W_ MREP , L 42-SNIP --.-___, �,,� :.. ,a;,. 1rt` ,,`h t1�' t mw .�+. a V # PLANT AL AID al VING �'�( 4 "AL . - - /� y /, cc \,'' - r .'l,i I„ '' „+"..n 1, :� M`!'f '� ,t �i�,•:r., ', - >.. _ - C..+•.. ,�_ ••/a+Y•, ;\ ✓---"2S-C$KE - '�$•C,JI'�6 • '`1`u • ,,r 1 ''',�',�" I� ''f ,'Y'.w,.• t'w r� ` �i a t,., ,. .... `' + r ,�` r h r,• a: r�, ° i ;,,,,� aluL.i>!f AS M/CIRaIIA .IfT AIIQ R#MOVL AAIi tMA 3.i'V(tNA L ,Y,k�_ y 7-,� q. at �2 r ., ;., FROM AItO Mr DATE: Jmnurary 17, 1997 • t 4 i ,�` '. ":.{.'fi• h o w +f'= s q�r ;�; � ;� Alli T111I TOP ;Il AUVA t ,.,�ii',l'``' 1 , s. .- �q•;A`: t k.�+ i1, M111OPM OAQ"LL. ` 12-/TCO 133 SNIP l " �,' + fir, k' 1 TW ROOT BALL �MkMR t1AQK. ,�,r,� y aaA t�!, • • '` " t it ^t,.r`k. .� '''tY '' ., d:: C ,. �� ✓ry ':. 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IF THIS NOTICE APPEARS CLEARER THAN THE T 919% DOCUMENT,THE DOCUMFNT IS OF MARGINAL QUALITY. i MICROFILMED 11111 1111111 IIIIill�11111 ! 1111111 11111 I I'1111111111111 1111111111111 I flflrlll111111 1 lflllllj11111 I IIllill111111 I III11111illil 1111111111111111 I i1111l1111111 111111111II�I,I Di "Im MAOe M 040% ill �, unhn�nlnn nnilrn Imi!nl nnhn!nuhnlln11111 11 Inn lllilnmlntlllu nitlrio ntillnnirlrlluninninntnttliill mllnn nnhnl nnlliii lnlllllt tmhlll urthirt fminlllunhm lil�lw�it—u ii 11 `i ,• 1