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7301 7319 SW KABLE LANE BLDGS 221 & 222
KEYNOTES 1. EXISTING TREE TO REMAIN 2. TRASH ENCLOSURE 3. CONCRETE SIDEWALK TYPICAL 4 HANDICAP PARKING STALL WITH PAINTED SYMBOL AND STANDARD SI(.N 5, EXISTING FOUNDATION TO BE REMOVED 6. EMERGENCY RAIL CROSSING PER RAILROAD APPROVAL 7. FUTURE DRIVE-IN DOOR 8. RAMP UP TO DRIVE-IN DOOR, SLOPE 1:10 9. CONCRETE BACKFILLED EXTRUDED CURB ' SEE SHT . SDIA l _j U) i U I-- —� LO I _ J S 01 02' 16" E 345.0'+ i 7 I o ' s 4 Il - ,. V V Y V V v V V 3 2 CID 4 YP. 2 YL 35.0' + 9 (� 10-4 [t 999 YLV ` JT CO — BUILDING 221 1cr_--3 r 4 SIN. PLR, ELEV. 153.75' w x G 7 )TC YLV 'J�/ ''�•� \ — � , _ 1 97500 SQ. FT. {L 7.0' 5. 7.0' TYPE IIIN SPRINKLERED I +I o YL �Y 60' aJ C� \ 2 -� L 30.0' ± I w YL (� .-�./ BUILDING 222 ?s.D'_ Q _ LIS ;t FIN. FL.R. ELEV. 151 ./5' _, r_ D n ��Yt�� L 0 � n D I TY00 PE �IN SPRINKLEREC SQFT. � o r`L L� n n � L `1 I00 z YL � � .. L� L� OQ DOUG } �\ z +1 ( 7 II �O 7 2 I I 0"/ I I OD 00 - Ln 120.0' b 3 _ — -- -- --- -- C. W 03 28' 12" W 1195.0'+ - -- - -- --- -- -- -- RR I LRORD - - SW 74TH AVENUE j LEGEND e ON GRADE. OHD DOCK-HIGH OHD nYt YARD LIGHT (DESIGN TO PROVIDE CUT--OFF MAX. AT PROPERTY LINE) CITY OF T*ARD SITE PLAN proved... ............ .... . .. . . SITE CRITERIA Condltlanally Approved - For only the tiv0 i a _` NAL&PICC SITE AREA 318,859 SQ. FT, (7.32 AC) - PERMIT NO ¢ ,� - igt_ �-�2t ATIVAOVED .,tihcad in. tU 'fl Y 1l Y IRE MtIN3 APPROVAL ')F PIANS 13 NOT AN See letter to Fc lo:+ BUILDING AREA I 4 CONDITIONALLY AaP�OVI:p. , , , , , , � BUILDING 221 97,500 SQ. FT. BUILDING 222 20,250 SQ. FT. Attach q.r.....[ I APPROVAL I -.--- - Joh dre93: ���1�-.,.��J'[�j�'�-��ir'_�..t3. OMISSION:i GH OVER91UMT0. TOTAL 117':750 SQ. FT. Lam_ 5F A p l ETTER LANDSCAPE AREA 64,396 SQ. F'T. (20.2x) � 1 RAt y�. ._._._..-�._.. ..._ Date: .... P +.� F1(AMINE r!4T[ 1 PARKING —� Liu p~90 STANDARD 115 COMPACT HANDICAP _ 54 _ AS FILED FOR BUILDING PERMIT 6 - 20 - 90 TOTAL 170 ---- ---- DATE: REVISIONS: SHEET ,QED � C G - g1. GENERAL REJI;IONZONE IL — LIGHT INDUSTRIAL MACKENZIE SAITO PacTrus# BIKE PARKING TO BE PROVIDED AT INTERIOR 6-20-90 � ASSOCIATES, P.C. OREGON BUSINESS PARK BUILDINGS 221 & 222 ��`' �Z��, �r� DRAWN BY: BK SD 1 OF BUILDING PER TENANT OCCUPANCY ARCHITECTURE . PLANNING . INTERIOR DESIGN r NNIS R ; 0690 S.W. BANCROFT STREET PHASE III . SRT t �' / CHECKED BY: r FORTLAND, OREGON 972.0 c Rlel y _ PERMIT # B;!P9001e1 � 0192 (503)224-9570 Buildings 211 & 222 SITE PLAN �T TW Of I OF 11 _.-.� ------.-- .-- [ -' - - - --_ ._._ --.�_._.l THE nRAw9OA US +osAREcxWw �'W7Hn+E waENZif./surDSASS(`WrESFG. JO NO. 183 —_ _�_ ---- OF OV �riRRT[N PERANY IM 'M 0i(IYN 199(.ALL RIgRS RESERVED ��:..A. _. iM�• rl�i^.. . MR ••aw�•rRVR: - 3autM'.Y'�MAaiY�i�it _._ _ ►ro°wnr.m. .. . . ,.,.... _ - .. . 4 _ ,, ;.,i __ ._ ..._._ _.,. ._r....., ... 11 ! lhill ' �rr[ rlellI � lIIIIr�tltllltlrlrlrtr'r► �Ir[Irfrll1�1[t�t[11f1 r[,Ill Illrllllll[Ilr� (I[( [ � Tiff, lrlrlrlr�rlrt. , } I NDTE: IF THIS MICROFILMED - I - '2 3 '�"� 4— 5 6 7 e 9 10 II DRAWING IS LESS CLEAR THAN THIS NOTICi- IT IS OW.. TO ,QUALITY OF THE ORIGINAL _.--------- - -. _.__--- — 2 02 AI 9t tl 91 Sit rl EI 2l 11 01 `0 • t 9 5 0 E Z Zoo �'' �gllunlnrtlru,luulu�,IHnitarh,r�IN ttlttnlut�114 �Ndtnlltarirhtluulauluiduulunlmlhlnlyuhwlualuulnuhulhnthnlbwl► r OC dt 92 a 9Z tit ft f2 Z2 130X �BRUARY 28 19 92 SW 72nd AVE. - - l is 46 I In EXISTING / 50 BUILDING 21$ ' � 1 FIN. FLR. ELEV. 152.0' wmd -T1 EXISTING �_ 1 ' BUILDING 220 1 ) FIN. FLR. ELEV. 153.0' -- f OL— tl .ill gin 1 Y� --------- -------- ---- ----___- I ------.-- - -• -EXISTING RAIL SPUR \ S 0"20' 16"E 1087.ar EXISTING AC PAVING - - - - - - .. ..,....... .. .............. ........4.... ....,..................,....... ....`.,. �, .,_i........................................................................................................... �.�....... .............'.•.". "'a'['"�.. .. ... ,,..... .....� ......... ,.,,.....�,...,... +�. ....... ...... DRIVEWAY SP E R . ........ , ............... . ..... . .............. . ...... ......._... CITY OF TIGARD.......... ..............................................,,......... �........ � � . x..... . . . � � . W .:.•.•.-.-. : AT-, ...... . AV ::: : -• ...... . STANDARD ... ................................ ....... .... ..... ..... ............ Jh . : . r. 1po 6" CONCRETE CURB 6" CONCRETE CURB \�`-- EXISTING FENCE FIELD COORDINATE TO PROTECT EXISTING NEW DEVELOPMENT — —'--- EXISTING BUILDING MATURE LANDSCAPE I I i r I � SITE PLAN LEGAI. DESCRIPTION: LOT 5, S.E. 1 4 SECTION 12, T.25., R.1W., W.M. CITY OF D, WASHINGTON COUPTTY, OREGON 1 RA1 I F- v4---o AS FILED FOR BUILDING PERMIT 6 -- 20 -- 90 DATE: REVISION': `:,Hf_. Y •� 11llACKENZIE / SAITC► P a c T r u s t .0 AR�� 6 _ , :4 - 9 0 1. 20 'ENERAI_ REVISION �� l�J+ DRAWN BY: SD1A 9,9 & ASSOCIATES, P.C. OREGON BUSINESS PARK SITE ACCESS PLAN � 111270, � ARCHITECTURE . PLANNING . IN1 ERIOR OF SIGN ( NNIS R S f3 K S -T PHASE III . M 1 y CHECKED BY: 0690 S.W. BANCROFT I Rf~t PORTLAND, OR�GON �. OF �: PORTLAND OREr_-ON '37201 PERMIT # BUP9001R1 f GIA2 - (503)224-9570 r� NESE ORA,.N05 ARE THE PROPERTY OF 0 _ Buildings9� � v ENZIE a�rto�AssowTES Pc(Y/5 J( ,� N[C'l. O 2 2 0x i s - -_.. f= - - -_ � 2 21 & 2 2 2 F o o�ti �E ANN BE UKO�t�ERTME YK7cENZIE/5M0 R ASSoaA?ES,P c r L 9 1 U J PRIOR WRRTEN ''ERYISSKAV OE In Ippp,,LLL RIGHTS RESERVER • 1,r l.� . I1 ,I;,,I;,,' �,,,I �,,,` ,, ,, ,;I,,,I, ,,,l,,,11r�,1, , , ,,, , ,,,,,�,,,,,, (,,,,,, ,,,,,,,1,,,,,,,,,,,,,,111,,,,,,,,,,,,,,11,1,1,1,1,1,1,1 111,111Itil,llll1�1,111,111,11! ! r1 NOTE: If THIS MICROFILMED ►r+�-�--I ? 3 4 _5 5 Ile 19 � 11 1 DRAWING IS LESS CLEAR THAN TH IS NOT Kai c' IT I S DUE TO TIE.QUALITY OF Tff. ORIGINAL DRAWING. OE 132 92 1.2 92 S2 V2 E2 ZZ I 02 61 01 LI 91 SI 41 EI ill 11 01 d f L 9 S h E Z 1"'• 11 � 4hN111fIdMIMINIhnihlui;lulauluuh�114;j1 uulnnlHllltNl�Qll�lll1�111�111IIIlIIIIIIIIIIIIIIYIIW�UIIIIIIIIuuhNllNuhmbwlduluuWuluilluu�nlhu�luubt , 30X � dNhlll11111�1111lIIU�IIIIIININIIIIII IIIMIthIM�l llll 11 - 'FEBRUARY 28, 1992 11 . . 1„ o LO "' Lrj CO N �` N Ln o , 6 L-- • LO RI 15C 7-5i oa 5 �- 153. RIDGE \'\ (c)��/- t 52.4 5 ,� IRIM RIDGE 153.0 I /. \ .- r '�� ---- ._� �i / �l/ ,53,35 15 I _ -...-❑ `-�`- ( i/ � �,� �I 153.4 I 153. 500 Ln 3. ? SQ V �� -�/ 5 53.2 3.7 153.7 3, 153.7 � LN i S�/ M 52.L, o 153.2 �� cd --,�j _ /� i � 53.2 i- 153. `n S \ CJ 153.1 / - 3.7 153.7,5 \\ 153.7 J 150.7 153.75 I (r ,n RIM 150.x. �. - _✓ 153.7 7 09,N -N Ln - - .--.-_. FLR. E 150 1 1.3 / / / / N \� %� �' �s N. �u: 15 75Lo I I \ -�� � RIM 1b9_. 151 15 . ,rj 15 7 151.7 / 3.2 �� --� 97,500 ' - \ SPRINKLEP.ED 151.2 151.7 151.7 �`r rn 25 i 15(.2 �^ 15 .05 Ln w Ln O 51.7 k1 51. / U I L D I,PeG 222 151.7 r 49.75 149.7 149.7 14 . - f O / i N. FL ELEV. 151.75' �✓ 1 9.7 ta9,75 / 1a9.75 14 7,, ---�_ 151. _ -- 2 250 S, r. 149. v f f� \ TYPE IIIN SPRINKLEKD t51' t 75 to _ X153 J00 / ( 154.5 �- �/ \ EXISTING FREE / 152 �� aD Ln•,5t.7 -� TO REMAf'--' 53.5 i \ 7.75 1M.7 147.7 47.7 _ �/ -1 Jl 149. 149.3 J_ �t rn \ 14 . RETAINING 9. 149. ` WALL t `149.3 ((149.7 149.3 I RIM 1 .0 / tn Lf) �1 ,n � d� �n I/ �s ��� � � `a 4 RIM 148.3 _� �' �- ------ 14 5 r 4 - RIM 1 a8.3 __ ___� -J3- _ --l" `'�-- �! 148.75 Lr) \. - RI 14 .5 - a � . _• ) -- �c� `• - --`� - -� ��q � � oo . � `_r ----._� �- 5 J/ � __ �'"--- ✓,n _J� ---'-_ - y, _ _.-_----_�- _ ---�-._ 4 941 J �. f N - --- - -_--- v L_ __� ---- 5�1--- ----- - `-__- ,� _,---_----- �` -' Z'gbl b'94l L'S4l 7 4 N/ `-�-��� -_................. S s>r l S�� s�,. e b -'� �•bbl ---� �H AVE U E 0 I_E('7END --145-- EXISTING CONTOUR -- �--PROPOSED CONTOUR `t 543 PRG?OSED SPOT ELEVATION lot _ 40'-0" - - -- -- SE)1x AS FILED FOR BUILDING PERMIT 6-20-90 M A C K E N Z I E j S A I T O P a c T r u s too PAF DATE: 5/17/90 REVISIONS: SHEET ` r. rzE�Is1�.�s " \`�131111'r 'PIIS SHMIr & ASSOCIATES, P . C . OREGON BUSINESS PARK 0 50-5 DRAWN BY: ARCHITECTURE . PLANNING . INTERIOR DESIG r - MAF' SD-2 PHASE III GRADING PLAN `� �t, �.�`r�. _ 0690 5.W, f3ANCROFT STREET � CHECKED BY: OF S PORTLAND, OREGON 97201 � VC,r yl �e't°O� KJK PERMIT # PUP900181 6 0182 I (505)224-9570 - p Buildings I I I� g S p� r' ,`gyp O. LAPS n ° AREn+E QtrY JOB N0. 3 OF 11, C= _ _ -_-��] p CX, 2 °M NOT y F� NACKENZIE/SMTO 6 �9�OCIATES p. 290183 5 POF Mx �=YYO, ALL RIGHTS RESRESMM A . ���T Raw ,,,,r�,� .. - . - w�■�I►1 '�4 � � � 4r 111 �11 11 11�11 1 f r f 11 �� 1 1� � I I I l I l I l ,l I I I I I I I I11 � I I I I 1 f I 1111 I I I I I f 111 1 I�I I I I CI I I I I I I I f 1 I(III 11 r'I►)111 I f�� �.•.,.. ,.�...,. ,,,,,a .,. ' + . � - 1 NOTE: FTHHIS MICROFILMED I +-+--� 2 3 4 5 13 7 a 9 10 11 I _ DRAWING IS LESS CLEAR THAN �• THIS NOTICA 'TT IS DU2 TO JHL QUALITY OF THE ORIGINAL DRAWING. oc ez ez 12 az sz nz cz zz Iz 02 "e'.l"-�""" rtl el W1.1 91 sl I EI 11 of e 9 It 9 sIII,' l cl-- ,fu11111111III oil 11NNIHHI►ININ1111111>�IIIIIHItIfMk7 „) INIlblllll11M 111 11�fI1N111pgfllIII11111111 lhrulNnhHfbndNu�uduuln1111n11unIIWIl1�IYnIHHIIHIIINIIuNIImbWI�IWIfWliIulWllllubfulur111lpbl u, ..�_. .�... ,. __....w.... ..,....... -.___.____ - FEBRUARY 28 1992 _ ... M c i I i / EXISTING F.H. EXISTING 8x8x8 MJ TEE 6" D.I. -�/ EXISTING RAIL SPUR - p.t TO BE REMOVED -� - EXISTING 8" D.I. EXIST. -- - EXISTING 8" BFB -_ ----_- -- -- -- .-_ 8„ D.I. -- - -- --- -- -- -- ---- / RIM 150.75 IE 148.7 ��r' •'' I REMOVE BLOW-OFF ASSEMBLY. ® p8p% ,o-C.0� I CONNECT TO EXISTING 8" D.I. W/ 8" D.I. 6" PVC ® 16% � J r� RIM 152.4 RIM 153.0 IE 147.65 6" P, F.H. ASSEMBLY r /� IEE 15C.4 IE 151,0 ( 2' (TYP.) CC@ G1F1G - /'r J - 146.9��� ------- 4- It C.O.PVC 0 30% � " Pv o. ----IE ® 0c.o. 8 P ----- ----- -- N / o ® 1% 0`- I I ® 1% PLUG FOR FUTURE CB Qa AD IE 146.10 PLUC FOR FUTURE CB IE 147.75 5� E� RIM 152.6 - C.0. C.O. IE 147.75 4' D.1. ® 1.489' IE 151.75 I 1A 46 rr F.H. ASSEMBLY !E 150.6 .o- C•0. C.0. C.O. C.O. C.O. ,r I 6" PVC ® 52%--+t I MJ x 6" FLG TEE VC ® p ~ ' �fE 145.45 25' TYP. C.O. /rrr W/ 6" MJ PLUG EAST 1Q..P''�� ' C.0 lCM50.3 ''i•�•00 c7o. EASEMENT 15' WATER LINE r IE 148.3 6" PVC 25%Q I 4 D.I. ® 1.48% BUILDING 221 I 8" p I r� IE 144.25-- ''��C O•''' ® 1.48' C.O. C-0. C. C, RIIM148 55 �c,® p 15q%-'' 1 FIN. FLR. ELEV. 153.75' IE 6" PVC 0 50% e�C 0 IE 141.85 TY50 Q PE IIIN SPRINKLERED 4" D.I. ® 2% IE 0. G. 145.05 143.45 C'0' I w rr C.O.'' 4„ DA. ® 2% 4" PVC 0 7% � io I o i pVC --' C.O. ® I 10 - C. ( r'' 25' TYP. Hl.!ILDING 2�2 W. 1 J�" a I 2" W W.M., 22" 6'; MJ x 2" IPT CROSS IE 141.60 2' D 8' MJ x 6" MJ REDUCER I a0 00 IE 49.75 4" D.I. ® 2! -- _ -- D.S. (TYP.) I Z 0 FIN. FLR. ELEV. 151.75' 6" D 1 0 t F.H. ASSEMBLY 1 IE 147.75 ( C. 2C,250 F 45' BEND MJ & THRUST ( TYPE HINOSPRINKLERED , 6" PVC ® 2.9% I S BLOCK 8" MJ x 6" FLG TEE _ I 6 I 1 6 PVC ® 4,7% 1 / A� / REMOVE AND PLUG ® C.B. CONNECTION D.S, (TYP.) 6 FLG x MJ G.V. 15' WATER LINE EASEMENT I I � 1 3 IE 145.75 `�F" PVC ® 7.6% 16" PVC ® 6.`�% 2 DEEP CLASS 50 RIP-RAP OUTFALL 1 �_ { IE 139.0/ I 10' WIDE x 20' LONG i - 1 �8� MJ x 2 IPT CROSS C, r 6" PVC ® 12% 6" PVC ® 11% 6" PVC ® 9.490 0 MIN. I I IE 145.85 I `-S�LVSTRLCT CB cv I MITER PIPE END TO CON ORM TO 1 •• RIM 145,0 1 C O -_ 1 C.O. __ IE 143.0 Icy, EXISTING SLOPE. = I i IE 140.55 SAN �,^ � I IE 144.70 _ _ 8" PVC / �/ I IE 1a2.oa sTirl 15 PVC 0 0.55%, " !E 143.50 10' PVC ® 0.75% ( IE 141.0�15" (E 141.5 I"' I IE 142.80 1%' PVC ® 0.80% 6'� PVC ® 0 09 CONNECT TO EXISTING 15 STORM DRAIN 15" PVC ® 0.75% C.O. 15"_PVC ® 0_654------- ------------ 15_'_PVC ® 0.45%--------- ----- ---o------------------ ;-------------�0---------------- --- - _ WITH 6 PVC t. " f ��^ �,�„_- 02 _7 2 S�@ (CONTRACTOR TO VERIFY LOC +TION AND PVC ®_ _0.8_0_4 --- C.O. �-.__ D C.0 15 PVC ® U.954 _ _ ___--- 8" PVC vI I 15' PVC ® 1.0% -------�J:�:7-�IE--- --------------- -----' - " 141.75 IE 142.70 r�-_�_�8., Vr R/W'_8 PV -�10 7% RIM 148.3 IE 146.2 RIM 1148.26. DEPTH OF EXISTING 15" STORM DRAIN) -__ _________ _ ------ [E 140.3 1_ ..----•-�- t�' 4'J- �'f0 M 148,5 „ lE 146.3 1 1E 1146.2 IE 139,15 IE 139.95 6 PVC 8' PVC"� �'�'YG- X48.0- MJ x 8" MJ TEE W/ 148,3 IE 146.5 8 D.I. CLASS 52 _ _-- ---- ®36% 146,5 ® 43% IE 146.0 r 3 - 8" MJ BFV'S IE 146.3 I IE 144.5 g' p I .� 45' BEND MJ Ac THRUST BLOCK RIM 5.4 - -' F.H ASSEMBLY CD I I I IE 145.4 I ( F.H. ASSEMBLY _��_----__---__--...-----_-.----'__------ I ---�•-- - I___-.��.- _- MJ TEE W 03 28' 12" W r-- CONNECT TO I -�- W/ 8" MJ PLUG NORTF! EXISTING S.S. M11 EXISTING BOX CULVERT I R!M = 151.00 EMOVE B.O. ASSEMBLY AND CONNECT TO EXISTING I I.E. IN = 139.95 (6" E) RAILROAD I I 8" D.1. W/ 8" D.I. t I.E. OUT = 139.75 (6" W-EXISTING) ( I I BORE 20" O.D. STEEL CASING (30' LONG) (VERIFY INVERT ELEVATIONS PRIOR TO CONSTRUCTION, __ ______ 2 I NOTIFY ENGINEER OF DISCREPAN _-�------------- I I UNDER R.R. TRACKS. INSTALL 8" D.I. IN CASING CD EXISTING S.S. 8" 0.4% --"-'---'- 0"- ------ I I - ------------ ------------------------- - SW 74TH AVENUE ------------ ----------------------- ----___--------------- ___ _ _------------ - -- -------fEXIST 12" W T R -- XIST1NG S.S. MH EXISTING S.S. MH ------- ------ -- RIM = 147.5 RIM = 146.2 -EXISTING 12" MJ x 8" MJ CROSS I.E. IN == 136.02 (8" S) I.E. IN = 137.72 (8" S) EXISTING S.S. MH W/ 2 - 12" MJ BFV'S AND I.E. IN == 136,00 (8" E) I.E. OUT = 137.62 (8" N) LEGEND EXISTING S.S. MH RIM = 138.7 8" MJ BFV. (FIELD VERIFY LOCATION) I.E. OUT = 135.92 (8" N) FIELI, VERIFY I.E. IN = 134.3 (3" `') PROPOSED EXISTING I.E. IN 133.40 8" S _ RIM = 136.8 (VERIFY INVERT ELEVATIONS PRIOR TO CONSTRUCTION. ( ) FIELD VERIFY SANITARY (8' N) NOTIFY ENGINEER OF DISCREPANCIES} SANITARY SEWER I.E. OUT =. 132.45 8 N -------------------- ---------- FIELD VEPIFY STORM SEWER WATER LINE ---------- DOMESTIC WATER - CATCH BASIN ❑ CB - CLEANOUT o C.O. DOWNSPOUT o D.S. MANHOLE O M.H. Q EXIST. M,H, 1 " = 4o'-G° FIRE HYDRANT F.H. EXIST ►' . F 1. WATER VALVE �« WATER METER ❑ SD1X AS FILED FOR BUILDING PERMIT 6-20-90 �iliso + )ATE: REVISIONS: 1r U�1Sk`r:crC ZIE SHEETE5/7/90MACKvR' DRAWN BY:& ASJCIATES, P . C . OREGON BUSINESS PARK _3ARCHITECTURE PLANNING . INTERIOR DESIGN MAP ju PHASE III UTILITY PLAN � �� �� 0690 S.W. BANCROV T STREET o�otr CHECKED BY: PERMIT # PUP9oo1 e> oa s2 PORI LAND, OREGON 97 01 (503)2.24-9570 O�`�[r 13. °�pt KJK of 4 �.;i. I ��l 1---__ ------- .___ Buildings L t<.JC. �0 Q. LPP THM &iMPM�TOPc OF s JOB N0. ���W�TF1 w "r1+F OOOn, ALL R1011T9 REffA'IEDIATES.P. 290183 t ,... :. Y' .,,''w'Rln� "'"r� an'JMAIk'Ndtti•1°my »err °w. 7*�j.'emN'K1x..., _ _ _ _ . .... ` I � I I 1 I I I I i III III I I .111;1 VIII 1 111 � 1111111 111111111111 rlrli!i 1111111 Ili 1111111 III III IIl�tll i I f 1 �..II>��r��rjl il11111 tj Illl yl 1� r11 �-1i'I1 1 1'r�1 t t r�� 1 i�'�. ( I� I I � 1--•.�_ i I I I I I ( I I I I I I' �a �,�,_ � r. ' "' ".. i- _..:. .... �_ . .1 4___5 6 8 9 10 II I NOTE: IF THIS MICROFILMED • - '•'T - DRAWING IS LESS CLEAR THAN , THIS NOTICii-TT IS DUE TO Df QUALITY OF THE ORIGINAL _- DRAW I NG. - -- ----- -.T-- ---- --- - OC ez ea J.'? ez sz ►z cz Zz IL Oz of of LI 91 91 r1 el Ido 11 01 6 • t 9 Sc It E z I"et Itrlunhnllnnlnolunl►x+hmhlnlrnllrtrth� rtxi�nr+flrlrlltMltttllnttltr+rinnirlt�au11u1�nnit�Ilulunlnllhwlhnrlituhttdtinhmhnl�mdtw�rlunhullnrdnrrintdlw�IN�uuhtuGlullauhruhuthY�tt 3OA y ElbRURY28 1992 r _ .�.. Swale or diu h NOTE, swp '' "WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION EROSION CONTROL Straw Bale Sediment Barriers Along Slopes perfl _— PLANS" SHALL BE CONSIDERED A PART OF THESE PLANS AND SPECIFICATIONS. THE v.r f I�'� CONTRACTOR SHALL OBTAIN A COPY OF THESE REQUIREMENTS, BECOME FAMILIAR WITH THEM, wyurstraw •'- I' AND BE PREPARED TO IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT baled t ^�' Y RUNOFF, DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL RESULT IN FINES, SHUTDOWN, OR BOTH. 1'.'on center raisnng gnn,nd •• In- p. /— '� Notes u profile W, ( •Embed bales 4 to b inches.\ •Dn vc stakes minimum 12" ice of alpc,or u,tu ground surface. `„ x2*'O Pep each halt, grade changee >=20% .only to tx:used for plan Notes: insWllalionsofless than 2W lineal feel and *Embed bales 4 to 6 inches \ I / for single family or single minimum •Drive stakes minimum 12" du plea'eyed:nnal e constructions into ground surfacnstrtrtictctions on single tuts --- ----- ------- � of mord 2.2"x2'x3Ix•gs each bale - G,� sa \ \\-./" Hale.to . •: {po':' / .i/'' /" Tbuo ; i section •. f- 0 �.'//� r/_ �/ overly,edges 2"X2 X; C," �. �'.' -.i t .rgs each b.,l,• ��/-- L 5traty Bale Sediment'..0 r.'rs n - ut Ditches or Swalos I`�-- ► / / j -- to i,k,"+lope �_—�- cd gc r d v R' � i/'''' .��• / plan rlranng,duturbuur jt Erosion Control flans Figura men Erosion idancol flans Figure 3-4 A ��/�/�i� Technical Guidance}-landbook Straw Bale Sediment Barrier Techrriral Gwdancc Elandbuok Straw Bale Sediment Barrier �`�bin to 5b 00 155 A --•�.� � _____--� 00 RI 15 75 Ln Ln 00 RIDGE 5 ourb81 ' 'd• (RIDGE J� RIM 153.0 152.4 e/ 5 to �� . N I 1���?� s - .0- - to Soo vfkeg�q Ito M 52.8 00 to J _l /--i RIM 150.5. � r 1 I os �_l��' % �_-- =� 15� B I L 221 I / �-- to _, -� J ,�00 l / RIM�I �� IN:" FCR. EL 15 75 ;Y �; �' c 97,500 '� / T`)7PE�I1 SPRINKLERED in Ii' O UILD G 222 N. FL ELEV. 151.75' bC r-�J �� / f 250 S FT. 00 /� E IIIN SPRINKLEI{L'G 'T / CO EXISTING REMAIN REE f, 152 / I \ 151 ='f a % rn 4 `t ,moi STOCK LE DISPOSAL AREA J I RIM 1 0 i n In In RIM 148.3 _ n RIM 148.3 - .S' G9 RIM 14 .S co /RIM 1h8� — - g bb 8'8b i ,5 RIM�1 -0 RI 14 .4 tr> / ` o © 00 0� cci�--3 `r I i A9 `i 4P. b -----------f'_ — — --� - c'---—__� C Z'9v L 6'9tr L — �� SW 74 H AVE UE _ �_—� sbI �� 'A r-- AD ooh^� `� � 8� •___.i \ y`e� O� 6a D�ooA o,- oaoano:VaOp°�� oorDp UQ o�'Opao o�Dn LEGEND a an°oo°an nada as -e,. Do oo�Dpopor;aow o as aro mo:Uaeo Qa co.roe.drldap�°vao i "o�'D oboanw bo a —145---- EXISTING CONTOUR Radius=25'min 04 V -- 5 —PROPOSED CONTOUR Clean Pit Run or 2"-Minus Gravel 8"min. STRAW BALE SEDIMENT BARRIER Geo ex let enforcements Required depth � Provide Full Width 3.4.3 Sttaw Bate Sediment Barrier of Ingress/Egress Area' u�uisc' Design Criteria Specifications _ •20'min.for single family and duplex residential 1" = 40'-0" To reduce the transpor,of scdime it from a construction site by • See Figure 3-4A for details of straw bale sediment barriers along Erosion Control flan.: Figure 3-2 providing a temporary physical barrier to sediment and reducing slopes,and Figure 3-4B for details of straw bale sediment barriers in Technical Guidance Handbook Gravt�l Construction Entrance runoff velocities. ditches or swales. Conditions Where Practice AUpli�s • Straw bales shall be standard 40 to 60 pound rectangular bales of cereal grain or seed straw. I • May be substituted for temporary sediment fence for installations of less than 200 lineal feet and for single family or duplex residential • Stakes shall be wood of size as shown on Figw'es 3-4A 6r B and construction activities on existing lots of record. drroen through bales and into ground to a minimum depth of 12 inches. • At toe of soils stock piles. - ' • Straw bales shall be keyed into existing ground 4 to 6 inches. AS FILED FOFt BUILDING PERMIT 6-20-90 SD1 X • 1n existing undisturbed drainage ditches/swales used to convey drainage through disturbed areas of construction site Gas allowed by the • Straw Bale Sediment Barriers may be left in place or used as mulch jurisdiction). after completion of site work if approved by the jurisdiction. GATE: REVISIONS: SHEET • Note: see section 3.4.11 "swales and Channels"for rotection of new rel M A C K E N Z I E / S A I T O P a e T r u s t / _;? 5/1, 7/90 f h E U f�t�:r f t' p At no time shall more than a one foot depth of sediment be allowed .�. v �/ tj 1141"1ft T and disturbed swales and ditches, to acc.imulate behind straw bale sediment barriers. Sediment ahould 1 O R E O N BUSINESS F' A R K & ASSOCIATES P . C . ' � ��' ,a5o5"��\�� DRAWN 6Y: �Dw� u removed or regraded into the slope,or new lines of barcfers installed E CONTROU r;�v `'�-'' MAP uphill of sediment-laden harriers. ARCHITECTURE PLANNING . INTERIOR DESIG PHASE III • Straw bales shall be laced at all catch basins to �.% � r _,'' 'CHECKED BY: p prevent 0690 SX BANCROFT STREET sediment from entering the storm system during construction. PORTLAND, OREGON 97201 PLAN `v '�c Y la.` �' KJK OF 1 X503)224-9570 t �, nHaaE ARE THE PRO EIM OF ' PERMIT # 13"P9 J(?tdl & OlH2 � � 5 �F l i -► __ Buildings 2 21 8t, 222 o JOB N0. nl MIY BREL t MSM Tf1E MACKENZX/IMTo i ASSMIATMP.0 290183 WRfflENyN� R�ON Of M/SI1 ® IM, ALL RIGHTS RESERVED .:-. .r.. _....._-...... '12fr � `x :_ _.r ,;.-,,. �r � =p.esm rv�':.yn`-"�t`"�°�It1911111t'ti"'�f1R"�.ww,. -'' '�:*�fllAllt'�9N2�1r",.M,^'� .M,.•,,. ,. .w..,,,., �f� � + ` f 1 I I 1 1 y I � � � ! , I I,. I ._I - _.__ rt,_ 1• ,s� .,w _,u .,, 1� ( III I I'1'I1111�'1 Illltilllllllrll IIIIIIIIIIIII�1 fllltfilllilllll tJlllll�tltltl, IIIIIIIIIIIIIjI 11111111111111111111111 IIII111 IIII111 Itlltllilltlflllllflfll IIIIIIIIIIIIIIICIi � ' - F NOTE: IF THIS MICROFILMED `+y+-=--_. 1 - __ 2 3 4 _ 5J_ 6 7 B 9 10 II I _ DRAWING IS LESS CLEAR THAN THIS NOT ICi r IT IS DUE f0 II1E.QUALITY OF THE ORIGINAL DRAWING. _ ---- ' OE 62 92 a 92 Tit ►2 E2 22 12 02 61 at LI 91 SI til EI a II of 6 s ! 9 S 1r E t 1"'a r .,-' � •RhnlMtt+�l�lnll�ln�lhmlml�ldlul6tnly�,lu11n1tltntlnuhndlwlmduuhndntlhnduuliululannlnulnnhmhlnluullull'�uluuluulwlWubwhulbwhl - iNllllllllllll 11 II(III II IIIIIIIIIIillt11111�1f Ilul�lpslalllll ,r FEBFyUARY 28 1992 PLANT LIST TREE TYPE 'A' RED OAK (QUERCUS BOREALIS) TREE TYPE 'B' JACQUEMONTE BIRCH (BETULA JACQUEMONTI) TREE TYPE 'C' HOGAN CEDAR (THIJA PLICATA) ® TREE TYPE 'D' CHAMACYPARIS I TREE TYPE 'E' GREEN ATLAS CEDAR ' SEE SHT . SO 1 A W —. TREE TYPE 'F' SHORE r^INF zH I O I TREE TYPE 'G' VINE MAPLE (AGER CIRCINATUM) J co ''l'-�• _r I I— I = SHRUB TYPE 'H' VIBURNUM TOMENTOSUM cf) SHRUB TYPE 'I' PHOTINIA FRASERI LAWN PLANTING TYPE: MIX OF RHODODENDRONS, AZALEAS, DAY LIL UES. BULBS, ILEX, NANDINA, BAYBERRY, I AND ACER PALMATUN AT ENTRIES AND UNDER WINDOWS AS NOWI STOREFROIJT LOCATIONS BECOME KNOWN NOTE: A L� PLANTED AREAS TO BE IRRIGATED WITH UNDERGROUND SPRINKLER SYSTEM S 01 02' 16" E :{45.0'+ \ ' E, F AND C (IN GROUPS L / OF 8 TO 9 MIN.) AT A — ® AT 15.0' 0.C. (STAGGERED) 1 a L 46 W (J7 E, F AND C (IN GROUPS -T OF 8 TO 9 MIN.) AT _ �1 �• AT 15.0' O.C. __ - l A� �l� BUILDING 221 I U1,— (STAGGERED) (STAGGERED) I rs 1U t_ FIN. F"LR. ELEV. 153.75' rr, I L 97,500 SQ. FT. I L c TYPE IIIN SPRINKLERED c +I i \6) H L I C I aoo / A AT 10.0' O.C4, — w I BUILDING 222 O FIN. FLR. ELEV. 151 ./b' (9) H c 20,250 SQ. FT. TYPE IIIN SPRINKLERED \\ ' I I Go +I I (5) - 1 I z I EXISTING CREEK \ A L_ — AND NATURAL LANSCAPE (5) H EXISTING TREE I E, AND C (IN GROUPS 3 I TO REMAIN \ To REMAIN (FIR) OF 8 TO 9 MIN.) AT I \ - --- - -- -- - ___ _ _�— — —- — AT 15.0' O.C. o N \ I (STAGGERED) 00 —----- ------ V) 120.0' -- ---- — 0 0 —— —— —— ._----- -- -- — -- —_. W 03 28' 12' W 1195.0'+ - - -- - - - _ - - -- -__ L._ ROA - - E. F AND C (IN GROUPS -- - OF 8 TO 9 MIN.) AT --AT 15.0' O.C. (STAGGERED__— - _- J=: SITE CRITERIA LANDSCAPE PLAN SITE AREA 318,859 SQ. FT. (7.32 AC) - - BUILDING AREA 1 = q 0 0 BUILDING 221 97,500 SQ. FT. BUILDING 222 20,250 SQ. FT. TOTAL 117,750 SQ. FT. LANDSCAPE ARBA 64,396 SQ. FT. (20.2x) I RAI PARKING e-1Q-oo STANDARD 115 COMPACT HANDICAP 5 4 TOTAL ,74 AS FILED FOR BUILDING PERMIT 6 -- 20 -- 90 ZONE IL — LIGHT INDUSTRIAL MACKENZIE / SAITO P a c T r u$t DATE: REVISIONS: )HFE .19 � - 1 � -� ��� 1. GENERAL .REVISION BIKE PARKING TO BE PROVIDED AT INTERIOR �gD ��� DRAwN BY: 6- 20 90 OF BUILDING PER TENANT OCCUPANCY & ASSOCIATES. P.C. O R E G O N BUSINESS PARK LANDSCAPE PLAN w2an1 '� L 1 ARCHITECTURE PLANNING . INTERIOR DESIGN PHASE III NNIS R '; s �' k 0690 S.W. HANCRUF' STREET CHECKED BY: PORTLAND, OREGON 97201 ORTL , Rt'�ff r ' OF PEP-MIT # BUP900181 h 0182 (501J; 24-9570 (� RIESE DRAWINDS ARE THE I'ROPERTV OF _ Buildings 221 222 �� [' V L NZIE[SARO!ASSOCLIIES,PG j4/S )O B N — O( wIN AANY NpAENRN�REXCEOFTWftH THE � P290183 6 Ot 11 -----.�— 0 AR NOT TO BE USED oN RE O *o �C.. t r r o — _— —�— — 5, G y r I tYpO,ALL RIGffTS RESERVED jl1�111Jill 11)11(IIIIIj►11, Itll�illllil►�I IIIIIjIIljtlt�f 1111i�11iI11111 IIfIIjIl1llll) 1111111 111ITj1 111I11f lllllll 111jI11 Il 1111111I1111111111111IIIIIIIII IfIl1lllitlll►r �.�w> -�. 1 I � NOTE: I F THIS M ICROF I LMED w j. 2 .�.�.�. 3 4 5 Q r. 7 8 0 1 0 11 DRAWING .IS LESS CLEAR THAN 4. THIS NOTIC6i- IT 1S DUE TO Df QUALITY OF THE ORIGINAL DRAWING. — of The oZ Lz 9t se oz 6t Zz 17 oZ 61 of LI 91 sl til c a II of 6 9 ! 9 s o E z I"" 1K ,�,,,.- ' ;. ��ulunhmLnlluuLwlenllullnlaLro4alllla► aha►lnnhna;,�nl �+ttfi+fa�Iuhlffhlnk►�uuhullnnllafhmblubfl�nnhndlnl�mllt�ulwlluullluluo6�ulmllmlbw�Ydl�I�uuluu�wduulalulfl�lWN► E"o- BRUARY 28 1992 R�Y',�!�i4k9F�Vh'�•R'Ck'u,+r..;9b^.rr'CL9 F'r.o , �..,. _ � - KEYNOTES 0 ' 1 2 3 < 4 5 < 6> < 7> < 8 9 < 1 1. ANODIZED ALUMINUM WINDOW SYSTEM FyP. I 2. 9 x 10 OHD DRIVE-IN (9) BAYS AT 25 '-• _ 225 '-0" j _I 3. 12 x 14 OHU DRIVE-IN _ 75 '-0" 7S '-0„ - --- - 4. 8 x 10 ONG DOCK H EI - - - -. - i 5. 6" DIAMETER DOWNSPOUT I 6. 6" DIAMETER PIPE COLUMN OR I T.S. 6 x 6 x 3/16 TYP. 7. LINE OF SPANDREL ABOVE 8. TRASH ENCLOSURE I 3' -0" -.�19'-0" 3'-0" 9. 3 x 8 STOREFRONT DOOR TYP. i 10. FUTURE DOOR 3 x 7 EQ' ---EO-- 11. 3 x 8 H.M. SIDE DOOR AT RECESSED STOREFRONT AREA TYP. � I 12. CONSTRUCTION J0h,T AT NUMBERED GRIDLINES AS j 13. CONTROL JOINT AT LETTERED GRIDLINES AND GRIDLINES AND AT MID-0NT BETWEEND I NUMBERED GRIDLINES -- - --- - --- --- - -- -- - ---------- - - ---- -- II O 14. FILLER ST R IF WITH X4 x 2'-0" AT 2' -O " O.C.r--- r i AT DOCK-HIGHL - 1�. GLU-LAM21Tlx 16 NR ! Al J L _ _ J o OWHSIMPSOHNUI6165 oj EACH END m 16. 2 x 4 U.F. 1 SUBPURLIN AT 24" O.C. I I 10 _ _, ii 9 WITH SIMPSON F24N EACH END `? RF *----,,f 1 17. PLYWOOD 5/8" CD EXT. 32/16 "----A___r--__ Q Ci Ir '- 18. CLASS "B" BUILT-UP ROOF I I I I I 31 19 l7 O � cr N o a m l9 d l0 19. START PURLIN SPACING 20 N N RF -[ Q ) r _ RF ?6 -- x o 26 c) 20 8d NAILS AT 8d NAILS AT 162"O.C. ATPANEL INTERIOR GES AND SUPPOR'TS -• r--� -� f' r-� -� O I I ? 0 rr -- ----- -- - - + - - + - - ---- --- - ------ - - II� --- --- Pro. _._ 21. SIMPSON ST12 AT 4'-O" O.C. AT SUBPURLINS 0>_ -- - _ - I / L- -J L- -J \ i L - J I ( 22. SIMPSON SA36 AT EACH PURLIN AT GL. BM. _ I I ON GRIDS 2 AND 9 Ln cn 1 I I 23. DOUBLE ROW 8d NAILS FIRST B'-0" AT x 1 / x I I EACH GL. BM. TYP. IA - n >^ ? c; `r o c' L J 24. (2) SIMPSON ST6236, (1) EACH SIDE OF 14 ' I I o _j cr con :� 35 HINGE CONN. TYP. ry 2 - r - a -� rti- - - .4 25. SIMPSON ST2215 AT PURLIN TO PANEL CONN., E'ts 15 p 17 8 f r 1/2 NAILS TO TOP PLATE, 1/� NAILS TO PURLIN C C C \ O - 20 18 �6 t� `� _ 6 I Z 26. GLU-LAM PURLIN 2 1�2 x 16 1/2 DRAG STRUT I I r 7 r�•� .1 r ¢r U I I WITH SIMPSON SA36 A GL. BM. - '�- Q 1 I I I I i r----�` r- r -�-H- _--- _-_-_ 27. 4 x 10 AT TOP O PILASTER TYP. WITH SIMPSON -� o - _J J III L -J L- -,,J L _J 1 _J L _J D L-. _J r HU410 AT PURLIN 1 \ 29. 5'28. o 0" xOF C5'-0" CONCRETE PAD 1 31 18 17 _ _100car) -OD �RF13 1030. LADDER TO ROOF C `_ I ICLRN � WEST WALL r31. 6 x 6 W1.4 x W1.4 WWM WITH 20'--0" OF N N N I'JO 32. 3 x 1 H.M. DOOR 0 33. 2 x 6 AT 24" O.C. WALL TO ROOF' WITH g I N z ) (1; 12 N N 1 5/8" TYPE "X" GYP. BD. EACH SIDE SEE DETAIL 9/MA X C x x x 34. P.T. 4 x 6 LEDGER WITH 3/4" DIAMETER A.B. y I o o \ a AT 4'-0 0.C. 7 o v c) n ,,� rI LD , Lv 3 � 35. SIMPSON HC7-5 HINGE CONN. TYP, - � - -- � -� �•- � F �_ 2 19 36. DOUBLE 8d AT 6" O.C. AT 4 x 10 AT PILASTER L J C `- m Go MA C L J Q 27 � CD CD 6 D i I 3 I I I I I I I I I I I I I -+ +- - --- - -- --- - - r ,� I IO 1, _J © -JQ _J ^ �JO M F_L_ J ^ (D �` U) L . _JO J) L CL) I I I I 5 T' U - o � O) �L I I s ( U U I I I I I i I I I I N. N N 14A 010.01. I0 J X x x Ln I - - I ,o ', ' 7 CLR. 32 79 IC] O o O CD/ CD N (D 28 -- 1 I 1, I 12 21 4 l RIF RF N �. }I II II 12 \ /� - z CTRIC J. J 2 �`� - - C9 L� - -- r_9 .. --- J 18 RF r -- _ - -- r- - r _ - -__ --�- I O RF N I i I o I I I I L- -� I I r- - 3a J Q I I I ) H - --:_ ' - - - `� �-- / \ - /\ U L- --JQ \ L._ -�� --" C3 � I L--_..�� ,�L. -O � '� 4 L-- O - -J 9 34 7 19 4 5 Q �� / () A5 L 7 S IQ Y-011 O 0-7 ,�1 I A5 AS - `_ 14 20 ^ I 22'-6" 6'-0'. 8'-0" 8'-0'' 2 '-6" ``✓/y - - -- 21 26 I TYP. BAY i 23 �l 26 I I I �71,. - - 1 20 ��. 1 1 1 9 0- I � I �� 136 r4 I I I 25 22 - FLOOR PLAN `' 36 a' 36 21 1 /8" = 1 ' -0 " 20, 250 sal . FT . ROOF NAILING/STRAPPING PLAN FOOTING SCHEDULE NTS - ; MARK LENGTH W;DTH DEPTH REINFORCING REINFORCING REMARKS AS FILE 0 F 0 R B U I L D a N G PERMIT 6 - 20 - 90 7 '3" 4 '6 1 '0 (3) #S (6) Us ��" r DATE: REVISIONS: SHEET y Q 6 '0" 3 '6' 1 '0" (4) #5 (6) #5 FACE-PANE MACKENZlE / SAITO P a C T r U s t ��� t�' 1. GENERAL REVISION v 5-8„ 5 ,9, 1 ,0„ (7l #5 -- f_7) #5- - s-20 9rl Q _ - & ASSOCIATES, P.C. OREGON BUSINESS PARK BUILDING 222 4�, a23�, DRAWN BY. Q 4 '9" 4 '9' 1 '0" (4) #S (4) #S Q: NNISR '� Os 8K Al ARCHITECTURE PLANNING INTERIOR DESIGN PHASE III QE 8 '0" 6 '0 1 '0 t 9l ssS ( 13) #S ---i - 0690 S.W. BANCROFT STREET PLAN Ri ! CHECKED 8Y: , OF F -- � � tt PORTLAND, OREGON 97201 . � ���0� �/� � ��oR,,,,,,,,�ARE THE PROPERn or v Q CONT . 1 6 1 0 (2) 4 I (503)224 9570 J r----_ Buildings 221 & 222 FOUNDATION /ROOF '��F ti� , , >n�E US[p�ORPREP'fO _ Jc� NO (]/� 9 0 O� P 19RMEN ANY PEER�MISSId OF M� � � I pgp EAIZLE RUNTS RF.SERVEDTES P C P 2 J V 1 83 - .:.. _. - .. .«q..} .- -, aP°Ftl a'm' .bp;: /"'.;.��►..k.»,+yTh,AIFMY+.. .f ��'A :.¢: .^"""� .. ....- i .. � , a ,�+ _ _ . __ III�I'1(IIII111'`IIIIIIf �IIII�IIII(I'',II1111111'1111111�`III I) I Ill�lltll� ,lll (I,�III II Illr r)rllll 111111 1111111 1111111 1111111 IIII111(IllJrllf �I'iIIIII11111(IIIIi�I�11r *'" 'w.... wrwr. r NOTE: IF THIS MICROFILMED 10 II I - DRAWING IS LESS CLEAR THAN THIS NOTICE,, 17 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OF 68 98 a 98 S2 02 E2 2T, IE 02 N 91 LI 91 SI ri EI z 11 01 9 9 L 9 'S rk-f E ZI la"+ �nl�unlunln1111N1�IN111N111u1houllun11111nNlllt�aJL -I��IIIn1I11ll.MIIMMIn!1�111thlnla1d1111I1u111�)1nlllulrlN�n11+II111NUIII1111111I111111M1I111111Wh1111UIrI1u1bn1�In1b1u�IIIIIIWI��WUI1111UI111!I11U111U11 FEBRUARY 2$ 1992 I. _ 1 > KEYNOTES I � 1. PAINTED CONCRETE:, TYPIGAL 20 22 r - G 2. ANODIZED ALUMINUM WINDOW SYSTEM eS F ] / 3. 5" REVEAL. 5 112"- -- - 5 112" _,,�_----- ----,-,,t - - -- - 4. FLASHING r__-_ `_. _-- _^— --_-- .-� - --.._..�- _. --- -. _______ __.____ - _- ._- ___. �-•��� I I I I 11 5. 6 x 6 GUTTER I YL YL I ( J.11l ( 11 C 1 11 6. 8 x 10 OHD DUCK-HIGH 24 0' 19 Inr 1 t } Itt \ �' `' 16 _ y II i0 :�, 4� L ____-- _____ __ 12 9 u 9 r � tl 7. 12 x 14 ODD DRIVE IN -------------------- / I1 II II IN _ J L .- 8. 9 x 10 OHD DRIVE- L 1 --�— -=� -- , III _ �}-r-.---__•{--) - - - - ` m II i1 1 - I � .i. 6" DIAMETER DOWNSPOUT I I I I I I I I I o _ -_ II �� 1 -- - I ,1-1 r I I 10. DOOR ARMOR UP 4'-0" TYP. _ - - --- ---- o I II I ( 11. TRASH E14CLOSURE --- 6 - _. -- - - - - - - _ I I I 1 1 _- _ .____ 4���1•I I I -_ �_ _ . . I � - II 1 I 1 I - 1 I I i 1 --_ ____-- n t I -- -- --- - � '- --_ -- 11 11 ----. I 1) 12 FUTURE OPENING I I I I 1 11 II I tl I T/SLAB 13. FUTURE 3 x 7 DOOR ❑ ❑ D ❑ ❑ O P. L_i [_16 119 11 - - 11.-_ _ L1 _- L EJ L1 ❑ C_l L 1 L 1 II II Tn i n? II -- a 14. (2) #5 EXTEND FULL HEIGHT OF PANEL ---= -- ----= PACED IN ¢ 15. (4 FADE, EQUALLY S -- --�-- -L--- - - - R 2 -0 OF PANEL. - L 615 --1 _-_--- _--_ 74 17Dit �' 16. (2) 5 EA. FACE 5 E 6 0 'I � 7 D 8 E 9 C 17. (5) #5 EA. FACE 1/2." 112" `i 1 ;2" 5 1/2 5 1/2' 5 1/2'' 1 '2" 5 1/2" WEST ELEVATION 18 S2� 15 AT 5 AT E2" p C PICAL AND 1/811 /8" = 1'-0" t 19. (3) #0 EA. FACE WITH #3 TIES AT 10" O.C. 20. LINE OF ROOF BEYOND B C E CONCRETE PANEL NOTES YI 1 , PANEL ELEVATIONS DEPICT REINFORCING FOR TYPICAL r ANEL TYPES. NOT EVERY PANEL IS SHOWN. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL PANELS INDICATING REINFORCING, ADDITIONAL REINFORCING NECESSARY FOR PICK -- - - - POINTS, ETC. r---------i r----------- - - 2. DIMENSIONS ARE NOMINAL AND SHOULD BE COORDINATED W/ PLANS AND ELEVATIONS t 14 , I ; FOR PANEL SIZES AND LOCATIONS AND SIZES I I I ! / OF OPENINGS. 3. PRIMARY REINFORCING MAT TO BE PLACED IN p - Y, - - _ - - ..ENTER OF PANEL WITH SPECIAL REINFORCING A5 L S L. __ ._ .1 INDICATED ON DRAWINGS IF APPLICABLE. KA 4. ALL REINFORCING TO BE GRADE 60. 5. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: /ELEVATION 7 1/4" 5 1/2" 5 1/2" 5 1;2" 5 1;2" 5 1/2" SIM. � A. #4 AT 1 '-0" 0/C EACH WAY NORTH 12 -6 " B. (2) #5 AT ALL PANEL EDGES 1/811 = 1'-011 C. (2) #5 AT ALL PANEL OPENINGS, EXTEND REINFORCING 2'-0" BEYOND EDGE OF OPENING. 6. WHEN REINFORCING IS SHOWN IN TWO LAYERS 1 7 q > > PROVIDE 1 1/2" CLEAR TO OUTSIDE WALL AT EXTERIOR AND 3/4" CLEAR TO INSIDE FACE OF 4 WALL AT INTERIOR. Tom/R_ YL r L- 11111 IYL- IIII n [ IIII--- t C-1 17 IIIII I I I I I IIIII i YP - -- - o �! `� — IIIII IIII I - -- I -- �� 71 _I I JFIIII 11111 T sL.Ae L__-._J / L____J L L___ ._JJ 7L. __ __ _J _____ - 7o---,--/ _J L_.__.____-J L____J l 14A H 14 A 5 1/2" 8 / r 19 l 9 , }j f- � ZO A -�q E{ 2"tA H 22 A 23 A 24 A 24A H I 15 A 16 A 16A. 18A H 18 A \;J 19 A 5 1/2" 5 1/2" 5 1/2' 5 1/2" 5 1/2" C1 /2' 5 1/2" 5 1/2" 5 1 j 2" 5 1/2" 5 1/2" 5 1/2" 5 1/2 - EAST ELEVATION e E I I IIII 111111 I I IIII J1IL II IIIII JUL 1111J1III a IIII I I � 4„ IIII t l��.+ I I IIIII' ! I 4-1UI� -+ IIII -�TI r -n__--- ------�h I I III! II IIIII II 1111 II (IIII r------------- 1� 1 1111 10 LJL /* -1 1 1-_ - ._ I ' IIII -� -- _- - ------ -- - -�-__- -- -- ---- - _ _ - _____ -_ _... _j 1.a--- L ---J 10 C 11 B 29 G 12 13A H IS A Q3 5 112" 5 112" 5 112" 5 1/;, 1/�,, 5 1 / , RAt e-,9-90 � SOUTH ELEVATION /811 = 11-ofI AS FILED FOR BUILDING PERMIT 6 - 20 - 90 �D DATE: REVISIONS: �. A��'� B --- 1 9 - 90 1. GENERAL REVISION MACKENZIE / SAITO P a C T r u s# �� s -2a SHE T.T & ASSOCIATES, P.C. OREGON BUSINESS PARK BUILDING 222 v k2in, c DRAWN BY: E3 K ARCHITECTURE . PLANN" 'G . INTERIOR DESIGN ♦ _tINIS R ', 0 S 4L A 2 I 0690 S.W. BANCROFT ` TREET PHASE E III RT all A CHECKED BY: OF 5 P DRTL.`ND, OREGON 07'201 pERMIT !# BUP900181 & a18� nF 11 503 224- �F'n �� � iTiESE DRAWINW ARE THE PROPERTY of ►_ ___ __ c — -- — --- Buildings 2 21 & 222 ELEVATIONS '� 01 rEN=11EE//WTG aNOT ,ASSOCIATEBE Usm 50,R PL(MR`/S goy No p ... I.---- ---------- -T--- -------- -------- 1 • Or O nA)'1%ANY IWRiE P1MWITH THE MACKENZIE./SNTO •ASSOCIATES.P.C. P79 J 1 83 URLE 1990,ALL RIGHTS RESER41) __ 1,oilY,, __ reerli �, ,I■■M11 �"" i ,.�� II�`I111I111 ,I�Irll 11+1�'i Illltill IIII1�1 Il�lljl 1111��i Irl I,�' 1111191 1111111 191111, IIIIII� �IlIf1 11111111 1111111 1111111 11�1�1� E,EI�II 11111,1 1111991 11111,II1111,1,1+#+I►IL.� .:• .. ...>x..�,<,..�E,:K,�,��-,„.�,:.�..,„,. i, � NOTE: IF THIS MICROFILMED ' " ( Z 3 4_____5 6 7 a 8 10 11 I _ DRAWING IS LESS CLEAR THAN THIS NOTICE4 IT IS DUE TO THE.QUALITY OF THE ORIGINAL DRAWING. Of ea 92 a 92 sa It E2 ZZ Iz 0t 61 91 LI 91 SI tiI EI ZI II 01 • 9 L 9 s IP E Z I" & 301K �n1lulduNlullluuluubnllll�Ilm�lnlbllllt dnl�ninMlpH�Mllh�nhndHl�aldlulbHlb�I111IItUINIIIIHII1111111UI111111H1IImhuI�N�11Y�111dIu16ndlnllmlhmhlnbwlNp�Iwdu�llwlluublulull�►wlH V®RATRARX Rv 2 8 1992 KEYNOTES 1. ANODIZED ALUMINUM WINDOW SYSTEM TYPICAL 12. TRANSFORMER 22. PROVIDE DOUBLE ROW 8d NAILS AT 4" O.C. FIRST 2. 12 x 14 OHD DRIVE-IN 13. RAMP UP 1;10 8'-0" ALONG GL. BM. TYP, 3. 9 x 10 OHD DRIVE-IN 14. 3 x 7 H.M. DOOR, TYPICAL UNLESS 23. SIMPSON ST6236 AT EA. TOP PLATE SPLICE TYP•, 4. 8 x 10 OHD DOCK-HIDH OTHERWISE NOTED 24. GL. LAM PURLIN 2 1/2 x 16 1/2 DRAG STRUT 15, GLU-LAM 2 1 2 x 16 1/2 PURLIN AT WITH SIMPSON HD7A'5 AT EA. GL. BM. 5. 8" DIAMETER PIPE COLUMN OR W-0" O.C. WI H SIMPSON HWU 2.616.5 EA. END 25. SIMPSON HD7A'S EACH GL. BM. THIS PURLIN LINE ..S. 8x8x 1/4 16. 2 x 4 D.F. 1 SUBPURLIN AT 24" O.C. 26. 6" DIAMETER DOWNSPOUT 6. LINE OF SPANDREL ABOVE WITH SIMPS N F24N EA. END 27. FILLERSTRIP WITH #4 x 2'-0" AT 2'--0" 7. TRASH ENCLOSURE 17. PLYWOOD 5/8" CD EXT. 32/16 O.C. AT DOCK-HIGH ONLY 8. METAL STAIR 18. CLASS "B" BUILT-UP ROOF 23. CONSTRUCTION JOINT AT NUMBERED GRIDLINES 9. TAPER ASPHALT 19. START PURLIN SPACING 29. CONTROL JOINT AT LETTERED GRIDLINES AND AT 10. 3 x 8 H.M. DOOR, TYPICAL SIDE DOOR AT 12-6" O.C. MAX. BETWEEN LETTERED GRIDLINES RECESSED STOREFRONT AREA 20. 8d NAILS AT 6" O.C. PANEL EDGES AND AND AT MID-POINT BETWEEN NUMBERED GhIDLINES 11. 3 x 8 STOREFRONT DOOR TYPICAL 12" AT INTERIOR SUPPORTS 30. 6 x 6 W1.4 x W1.4 WWM WITHIN 20'-0" OF WEST 21, 8d NAILS AT 5" O.C. AT PANEL EDGES AND WALL ONLY 12" AT INTERIOR SUPPORTS 31. I_A ER TO TELEPHON MEZZANINE 1 2 3 4 5 6 7 $ 9 1 1 1 1 1 1 1 17 1 ?_30 _0 2 2 32. TO ROOF 2 2 HR -f = 0 - - I - _ - ___ -- -- - --- - _ - I jalso 13 r - , i1 F I r I - I.:-•.Ea. a D 3 �� l 0 OW A-25 \ --- - - - -- --- - - __- - --- /[-��-- - r 0 r (5 r ,O r -,O r , `0 r 1 , r ,O r ,. _ . -_- _ _ _ _ _ - _ _ L _-_- _ -_ - P _-_ L. _ L_ _J L_ _ L- _ _ L_ -J 4L4_ _J I I ; i. a. c 16 I - .y L TY P. t/ - I - - - 10 10 I o I AS 1 I I I Ot G 7 1 1 M 1\_C'i � I o _ I 18 T/PL 2d'-10• ( l o�� I f ill T/P� 2tM-10" 22 C aRlo 0-133 1 1 oaf 24 N 24 24 ny; GM 0-7 r O I i 1 ® J__ A LO I I \ - _ m II v o a o o c� c c� c� 4 26 L- J L_ J c I I i I c_i ❑ r� r� v o 1A cna 12 0� ' T/PL-2°'-10• , I T/PL 2A'-10" I I ` m x '" o 0 0 o RP m X C RF RF C r+ /onto o-1 -- - - I I I i 1 an 0-7 I I o Of � S I I U c, n � � 'I I 24 o a m c r\i U 24 ?4 c'4 CD (ice L J 3 -- 0 O O .4-_ O O U 0 I I 'LA L S I � I-IZU ; Z e TTf T T t 1 I T T, r i r , r , r , I I I I I 1 I I I L J L J L J L J L J L J L J L .l L J L J L J ---- - -- --- --- 10 - - - - --q- _ . 1 - -_- - -_---- - - - --- - - - - --.....-_ b� ---- - - -._ - ©.____ lA I r 1 r- r T-- -� � �- V - - ------ - - ---- � J 17 L_.-JO L._.- !© 4_._JO l__JO L__J� L-_JO I 1 o cr > C 31 13 16 ❑ r7 I o a ao ut `r C rtF RP m 1 i IT a rt rt U X X X X a UJ w n -oz M \- cr_joz M m Fh M A pp Q O O O �p E C7 O 2 U O O , c� (-1 £ WI cD - 4 a c] ❑ `D w c: v c� o o c.� r�I n C ( I I cA I C) r , F_tzO O CD* O O ❑ ❑ ❑ ❑ ❑ ; I I Lq m vZa m vza- m � r , 3 L J0 1 L6 HA c� c� 27 � - ------ ------ MA Q-7 `I A 2 �J % r I 1''' 26 r , r n r , r r , r , r , r , r , r , r , r n r , r -i r , r -I r , r , i I .-- - 1 - - - I - --- � - - -- I ----- - 4 �-� 1 +---- - - �. -- - ----- - - - ---t i - - ---+ + -- t +--- - - } f - -_. ._-t t_ - - --- t t - - } t- _- } t---- - -...-- fi }-- - - - --t t --- - ---- + f --- .... -- t RF) L �^ L J L J L J L J p F L J L J L J L J L J L I L J L J L J L 3 I I 2 rl ¢ 0 `! C fj ¢ L3 ' Q O 0 l O 0 TYP. 0 0 0 O 0 i v N L JO r] t*t r 6 t') q c] rt rt RF X X X X tYP. N 1t c� O O O 1 ¢ �0 O ❑ ❑ ❑ v\ \� fV L C7 O O O O O O _._ -�_ O O O OI .t 10 I I - Lo F 31 i i co o L JI CO II co I. Im cJ o ELECTRIC R JOM -- --- - I .J 18 j C' acs -- A 7 o � � RF o rYP o r 3s 3�T RF 1 TYP. TYP. �/ `\� / .32 D -© - r r , r --, - r �, r-I--I I 0 r -, - r 18 I m• - m A I r r , I o o e - r , o rti o -J L..J -J L-J L- -J L-.J 71 Lam./ J L I ,t' L- I L- J t:/ L L J E. J © I �` , U I I , '' I I L__J I © I l I _ I B ♦ / F L_ J TJ L 1 . L_ L _ J B _ J L. -11 L 26 0 - Ei ze O 14 2 -- Q 0 O O 13 O T/PL 2s-10" 7/PL za-10 1 6 to g o 36 (9 l ` �_. .. ��, 6 aiati o-ze IIID o-! aRlo co-2 _ TYP. Cl 32 E 26 rYP. 7 7 J 1.� 2e `/ �/ 26 aeo 0-2i� 1 13 TYPICOL Ar- 14 20 33 C 2'-1" C 2S 3._0.. 2' , C IV) C c 12 110'0" J 1 7 1 1(D 02 -� (4) SIMP, HD7A (2) SIMP. HD7A \ -'l EA SIDE EA. SIDE "5' " 13 24 22 - - 24 22 25 - - �� FLOOR PLAN 0 � o 0 0 0 - 20 1/16" 1'-0" 97,500 SCI. FT. --� ----�-- 23 20 20 /J/ 0 O/ 0 0 0 0 0 0,1 0, C 0 /0 0 C 0 25 '2 / L FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS ROOF NAILING Sc SNAPPING PI-AN _ REINFORCING REINFORCING NTS 0 10,0" 5'6" l '0' (5) #5 ( 11 ) #5 0 7 '9" 7'9" 1 '4 (9) #5 (9) #5 1 RA1 0 -7 '0" 7'0" 1 '3" (7) #5 (7) #5 E-1�Y0 Q 6 ,0„ B4O„ I '1 " (5) #5 (S) #5 _ - CC 11 '0" 8'6" 1 '6" (7) #7 ( 12) #S AS FILEDBUILDING 6 -- 20 -- 90 0 10'0" 6 '8" 1 '0" (7) #S ( 12) #5 -"-'-' "" DATE. REVISIONS: I'tAACKEN,LIE / SAITO P a c T r u s t � .D A� 6 -- 1 9 - 90 GENERAL REVISION SHEET 0 43'0" 8,0" -�,0" (7) ##8 TOP #5 � r�r� URAV'N BY: 6-20 -90 QC B01, I & ASSOCIATES, P.C. OREGON BUSINESS PARK BUILDING 221 � N2301 BK A3 ARCHITECTURE . PI-ANNING . INTERIOR DESIGN PHASE III �' IINIS R ', is PORTLAND, OREGON 0690 S.W. T 9720 ET FLOOR PLAN ORTt Q IE fl CHECKED BY:` ( l ('' OF 5 (503)224-9570 ' (C� THE DRAMNM ARE THE PROPERTY OF JOB NO. p Y n ,o a n n' o, n, o, - _-= - _-- Buildings 2 21 & 222 FOUNDATION /ROOF '��F p\ J M' ER OCIIA EXCEPTIEDORWR11JyTNE05 WCKENZIE/SN1O!ASSOCJATE5.P C P 2 9 O 1 O - - D DIN F PRIOR WRtM4 PFRIWIMION OF u v1 © »a I ' �Ill�l�lll11 1111611110,11111111111 1`I ill I 1 I 1 I�illll) ( � Ill I 1 III III III I I I III 1 I I I III III III III III 111 III ill II1 111 III 111 111 III 111 tll 111 111 11 IIt ►►. I i� lll 1 � rj'rl l � IIiII 1 ( 1 1 1 1 ( 1 V I I I NDTE•. IF THIS MICROFILMED DRAWING IS LESS CLEAR MAN THIS NOTICE 'IT IS DUE TO 11f QUALITY OF THE ORIGINAL --- --------- DRAWING• of a� 92 LZ 9Z SZ fZ is ZZ Is of AI 91 LI 91 SI ♦1 EI 21 If 01 d 9 L 9 S Ir E _ �nllunhnllnnl►uthnll►r�►I►n►I►n�Imluntin+lirll�a ��n�l , atIIII�n11i�t 11+t1nl+IlllrilKlhl►Iluulnldtull►Ilduid1u11uuluultulhuduuhudnululdllut�lll►�uuluu�ulllllullwbul�YY� FEER1 AR 2 1992. 1 2 I I 5 1/2' r T1-Fl/ ' 5 1/2 5 1/2' 5 1/2T/R - - I i �_ e V 10 l c 35wm l 9 N a II L74 - �_ "_I1 T/SLM e -- — I—. - I ❑ ❑ ❑ G ❑ O ❑ D ❑ O O ❑ ❑ U —`_-1— — —u — G ❑ L] ❑ 17 G n U O ❑ O^O ❑ O -- ❑ D ❑A ❑ ❑ ❑ ❑ ❑ O D ❑ O ❑ O — O G D D U ❑ ❑ ❑ ❑ ❑ D O O D D I I I - R. ---- --- - -- -T __ �. -- �_�� -- - - - --- ---- - - - - --- -- -- -- -- -- - -- -- --- %1 i _ _.__— _._._-- --.T —. .�__ —— •. L —J '_ -. — L _.. � --L — L —_—J �. ——J �—__ —_.� � — .� L__ --J � L r_J — ;1N , f/PT G. - _ _ I r 30 _� 4 B S B 6 D 7 0 8 B / 9 B 10 8 }} B y }2 D LJ V 14 8 15 8 23 f 6 B 17 B 1 1 S U 19 D 20 B 21 8 22 8 73 P "14 A (tel Q� CZE SCD - 2J CZE _ CD C� L� CD Q� CZE CSS CD 5 1, 2" t 1/2 , 7" 1/2" L 1/2" 7 1/4" 7 1/4" 5 "I,'2" 5 1/2" c 5 %/2" 5 1/2" 7 1/4" 1 4" 5 1/2" 5 ';'2" C 5 1/2" 5 1/2" 7 1/4" 7 1/4" 5 1/2" I/2" o 1/2" 5 1/2" WEST ELEVATION CONCRETE PANE_ NOTES = -- 1/811 11-011 KEYNOTES 1. PANEL ELEVATIONS DEPICT REINFORCING FOR T TYPICAL PANEL TYPES. NOT EVERY PANEL IS 1, PAINTED CONCRETE, TYPICAL SHOWN. CONTRACTOR, TO SUBMIT SHOP DRAWINGS 2, ANODIZED ALUMINUM WINDOW SYSTEM FOR ALL PANELS INDICATING REINFC?CING, 3, 5" REVEAL ADDITIONAL REINFORCING NECESSARY FOR PICK 4. FLASHING A B <D> G POINTS, ETC. 6. 8UxTER 10 OHD DOCK-NIGH 2. DIMENSIONS ARE NOMINAL AND SHOULD BE 7. 12 x 14 OHD DRIVE-IN COORDINATED W/ PLANS AND ELEVATIONS 9. TR SIH ENCLLOSUURESPOUI FOR PANEL SIZES AND LOCATIONS AND SIZES 10. FUTURE OPENING 11. (4) #5 EACH FACE OF OPENINGS. 12. (3) #9 EACH FACE WITH #3 TIES AT 10" O.C. - / ----- 3. PRIMARY REINFORCING MAT TO BE PLACED IN 13. (2) 5 EACH FACE AT 12" O.C. 16 I I 16 / � CENTER OF PANEL WITH SPECIAL REINFORCING AS 14.15. (3) �5 EACH FACE 18 19 1$ I I I (6) #5 EACH FACE INDICATED ON DRAWINGS IF APPLICABLE. 4. ALL REINFORCING TO BE GRADE 60. 16. (9) #9 FULL HEIGHT I I I of 17. #3 TIES AT 10" O.C. TYP. �_----- _= 5. TYPICAL PANEL STEEL UNLESS NOTED OTHERWISE: 18. #3 TIES AT 6" O.C. 3'-0" ABOVE do BELOW OPENING -�- ~� '_ I o. 4 / WITH 14" 90 DEGREE HOOK EACH END o II`■II` 1` - i-------'i -__ i A. �4 AT 1 0' 0/C EACH WAY O B. (2) #5 AT ALL PANEL EDGES I - C. (2) #5 AT ALL PANEL OPENINGS, EXTEND L ___-_.__- -_ _- -- _ ----__-- __. _ •- r' - - --�..----._.._--__-_-.._. .__` 9REINFORCING 2'--0" BEYOND EDGE OF OPENING. —`-� -3 6. WHEN REINFORCING IS SHOWN IN TWO LAYERS 44 J 44A H 51 J 51A H 5B G SBA H 59 G 63 F 60 K 611 E I 62 E PROVIDE 1 1/2" CLEAR TO OUTSIDE WALL AT 12" 5 1/2" 12" 5 1/2" 7 1/4" 5 1/2" 7 1/4" 5 1/2" 7 1/4" 7 1;'4" 7 1/4" SIM. EXTERIOR AND 3/4" CLEAR TO INSIDE FACE OF NORTH' ELEVATION 5 WALL AT INTERIOR. 1/16" = 11_011 2 <1 > < 7 1 � I T R �.T• - II { I I I MII I I I I lJ 1 LL k�� .�3BA H 38 G 39 G 40 G 41 G 42 G 43 G 43A G 45 G 45A H 46A H 46 G 47 G 4B G49A H 49 50 H SOA H i2 G 52A H53A H 53 G 54 G 55 G 56 G S6A H 57 G1/2" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 5 5 1/2" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 5 1/2 5 1/211 1/2 7 1 4" 7 1/4" 7 1/4" 5 1/2" 7 1/4" 7 1/4 5 1/2" 7 1/4" 5 1/2" 5 112" 7 1/4" 7 1/4" 7 1/4" 7 '/4" 5 1/2" 7 1/4" 5 1/2" 18 ( i9 EAST ELEVATION _ T�PC� I 1/1611 = 1 -0 11 G q II I I II I I 13 II II II I r-------i 13 II I Ali. I II II I 10 I 4- -J 25 E 26 E 27 E 28 E 29 E 30 G J1 G \ 31A H 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 7 1/4" 1/2" SOUTH ELEVATION 1/1611 = 11-o11 I RAI AS FILED FOR BUILDING PERMIT 6 -- 20-- 90 1 f DATE: _ REVISIONS: SHEETMACKENZIE SAITO PacTrust 6- 19 -9 1. GENERAL REVISION ORA'Jh a�: C 90 & ASSOCIATES, P.C. OREGON BUSINESS PARK BUILDING 221 #2101 8K A4 ARGr 11 AN'. INTERIOR DESIGN NNIS PR ' n S n_0690 �.6, AIS ,iiUFT ',1REFTPHASE III CHECKED BY. �F5 Of�TLANU ARE-Gc�N 9;'2O 1 RTRIL l�i�I� 1 ^xPMrT n r.pnn}u1 �, r„a2 - I (503)224- (` VO A MID 0 BRCS Otit RE OS Buildings 221 & 222 ELEVATIONS F �, OF�d °� N ---- -vJ O fi 0� PUCEP M AW VAWEA Ex PY YRTN THE �] 4At:KEN21F.i SARO A I.SSCXXATES,P C P2901 8 3 TTEH uls�loWN O N. ti �,,,.. r ,,, _ .. _Nl�f_. _ ,,,, �,..^"'"r""'% .r,-+mn._,. .._.•,y,rr.*+nFyw.,.:..,...�,..,,.....•z•ey�•.. .. _; a. �`.+2„' ._ ''^,^” 'tP:1„'e!','p"""r""�'p�,'�w+o,,. .w.n;a'I .,..,,.......,- r...+.w.+.n�ew... ._. _..__ .. - _ ALl Rl4NIS piiERYL PRIOR WRI IaYQ . •l Ill ill Ill I 1 'F� Ill X11 111 Ill 111 I i l 1 I I till Ijl Ijl I I I 1 I I I III 111 ill III III III 111 ill Ili Iil Ili 11 Ill Ili Ili 111 111If11 Illllll Il1llllllllllll. + ,, I � - I I ' { t1 { y I I { ( { 1I11 � 1 I �i I � 1111 � ► �! ,{ � { I I ( I 1 I ( � 'I I ( I �I � I NOTE: IF THIS MICROF}IMED Z 3 4 5 6 7 6 9 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOT1Ci1-17 15 DUE TO r ~ Pf 9111 11 GLiTYOF TIf ORIGINAL oB 62 BZ a 92 S2 ►t I¢Z - 1,2 111 1 6f •I LI 91 21 Irl EI ZI II 01 0 9 L 9 S Y E yrpl[ulhm,mlbullun111)dn1111n1�lIlilNlth dMill ill, "61111111111141111 uIn111N4IhI11hIlIbN11NI11n11h1111111111WI1W�UlIllullullhlulRldauh II111dIIwuWuUlul: _ �RUARY 28 1992 rn,srh 71 . C .... JJ yy .. —_ .—. .—._ _ �-..—.._ .-- «.�.•�r .—_--.� .r.. .',r., � 1 f ... .Y 11�.. ... .i. , �i.. ,..., .,. 51. � lt' ,� �:r fir FI.. t.i •s.�, ,�I. Cj1 '�'".•1�1 _':i'•. -1n � �..�•.�. ' .I1111�I��diWMl ..11nrn.....a .Jl:w,..,.: ',. .:. 14. :.. _o, `- ,. � 3 'll, -. ,IV,• l'+.....rri "!,'. .. Y� ,,'5f1 f !/.r,.. �.., ,Sr KEYNOTES . -� (R�Fll T/PLATE �, T/PLAT \ 10 ---- - - ._',. E. T/BM _ T/-PLATE ( ., � T/PLATE T/BM— / , } T BEAfd _ C 1. 4 x 6 P.T. TOP PLATE a - IF l r 2. CONCRETE TILT-UP PANEL �; I • 0 \ 3. B.U. ROOF ON PLYWOOD 6 -- -- -- -- c 4. 2 x 4 SUBPURLIN WP D 0 5. R--19 BATT IN�JLATION o 0p I - 6. GL. BM. -- SEE ROOF FRAMING PLAN FOR SIZE 7. FLASHING 8. REVEAL d 9. EDGE OF PANEL BEYOND 10. ANODIZED ALUMINUM WINDOW SYSTEM I 222 Iq o p BLUGTED GLASS 11. IFILLI PANELS- S NEE DETAIL 18/C 7 1/4" 12. FOOTING - SEE SCHEDULE FOR SIZE AND REINF. BLDG, 221 I I 5 1/2" BLDG. 222 I% 7 1/4" BLDG. 221 _ !° J 1/2 I p I p �l 13. CONCRETE SLAB 1 � v 14. GUTTER N 15. CONCRETE SPANDREL P^NEL N N N N 10 16. L 2 x 2 x 1/8 AT 1/2" DIAMETER 6 6 A.E. AT 4'-0" O.C. A, m m 15 I 1 1/4" i 5/8" EXTERIOR GYP. SHEATHING ON 2 x 4 AT 24" O.l . 1 N N 18. 2 x 6 P.T. LEDGER WITH 1/2" DIAMETER o q N N p p A.B. AT 4'-0" O.C. 19. 5 1/2" CONCRETE PANEL n c I I 20. 8 x 10 OHD DOCK-HIGH m j o q0 p o 21. DOOR ARMOR - SEE DETAIL 2/MA �D 22. 6 x 6 W1.4 x W1.4 WWM - EXTEND 20'-0" INTO BUILDING TYP. AT DOCK-HIGH SIDE 23. PURLIN - SEE ROOF FRAMING PLAN FOR SIZE o a ° 24. 12 x 14 OHD DRIVE-IN 11 1 25. I N N q 0 0 1 N N 0 (3 C� 0 0 3/4" �+ J J m m p IO Ip CO C8 o N N I N o 2I I N d 6 �t ° _ � / C N N ❑ O 0 d m m ❑ in Q J O 7 — --- _-- f,R I �- � CD � N e I I 00 ° BOTTOM OF SPANDREL --IN pq O j 'r 18 17 �_ o •o� p o to I 19 p I i I 4 '0" -- o II o I I 24 II 4 748' BLDG.6 5/8 o BLDG. 221 0 o I Ln b I o I MA I � I I I • (52 N • j \` 21 � I I -C21) o I o I • d I a I d - I I 0 5 1112" 13 I I I I • M d 022 —, \ 22 I \ \ SL E I SLO E I �L E I T/SLAP I E /SLAB FIN. GRADE r _ _ - -_ _ -- -- - - ------ - -------- -- -- - ------- --- > ---- x--- -x----x- - -----x-- - III- I 'III--III- - -_ �-I T1�j-i I^► 1 . _^iii- -__ • —III I o o \ I L------------- ----------� oJ__� 3 3'1CLR CLR FIN. FIN. TYP GRADE 12 GRADE - TYP , .- .---- - - - - - --- W N = - - _ _i�- i I--_I —1 11-1 I I-1 I_ •- � !" YIN.>'-I { .� _ � 9" YIN. 1 � .� T/FTG. :-1 \ • ' -_I_—I I_—IL.I -- -1 I I— I 'IT/ -!I • • 1 �--_Ih=�—I-- -__ I- , . _iIII,T� I - =1 I=-� I = -- 3.. 3, --I 1 1-1 I I I I 1` — — I---III—III —I I — W - - CLR. W CLR. t Mt 1� WALL SECTION 2 WALL SECTION CA)5 WALL- JECT10N _ 4 WALL SECTION A5 3/4' = 1 _0 A5 2 .3/4" - 1' -0" - 3 a" -- 1' -0" AS LOCK - HIGH DOOR AT BLDG . 221 3/4" = 1'-0"STOREFRC' NT PANEL WALL ANDREL / DOCK - DOOOR GRADE OVERHEAD AS FILED FOR BUILDING PERMIT 6 - 20 -- 90 _ DATE: REVISIONS: SHEET _ MACKENZIE / SAITO P a c T r u s t �.���D A��� 6 __ 1 9 — 9 O 1. GENERAL REVISION & ASSOCIATES, P.C. OREGON BUSINESS PARK WALL SECTIONS 02301 ' , DRAWN BY: HK 5 19-90 A51 NNIS R '� 9 ; ARCHITECTURE PLANNING . INTERIOR bESISN PHASE Qom' III 0690 S.W. BANCROFT STREET H A S E /" t A- CHECKED BY: OF LJ PORT' AND, OREGON 97201 RT h(`� 5 0 3 2 2 4- 9 5 7 0 Q &NEU ARE THE MWERP(DF_ . ___.. ___ Buildings 221 & ZZ ���OF ���� NM 02% TE 151 ANY WNER EXCEPT MRTHIV T6 lEbqPFC�YINEq MAC%ENDE/SARD!ASSOCIATES.P.C. JOB NO. 3 -- --- -_-- PRIOR WRRTEN PERNS�ION OF Y/SA 1990.ALL RIGHTS RESERVED ._,. r (_ •: i I•f}',I I 1 I iI I �ft � . -. pr '� ' 2 1I I I•i I 1�(I VI I I^I 7Im I Ini rIW1.aII I I i I 1 1 I 1 I I(I I 1 I I I I I ILI mI I,V, .I„I IrI I. III (if I IIII11111 f1 1 I j( I It VII I 1I 1 I y iI I I (iI IIflllll 111ifII�Illilll wI.I.IIIII MwI nVwmwIIaIN,ri>,:....»......,..» 1 } 1 fI I ' NOTE: IF THIS MICROFILMED I _ 2 - 3 4,d-- 55 d 7 8 9 10 11 I DRAWING IS LES!' CLEAR THAN THIS NOTICIli,-IT IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING. -- fiE 6? oz 0 9? S2 Irz it zap la oz 61 91 LI 91 21 wI c al II of 6 • L 9 S III, E z I011� �fflunlNnlunlnnlNnl►In6mINn�Inluflhlflln fhlil�ffffbnflf�nlnfdff!flnnhf�auiunlnnl�nlhnlln+litflllnuhfu�uf�uuhlllhlff�nfllf�u�lwiunbodunlnnlfullmd)W�Il�lr�wfluu�Wtluuluubuf��Wbf 'FEBRUARY28 19 92.