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8198 SW DURHAM ROAD 4 U (p (O C 00re) (V to U W r- 04 00 (0 (0 N U) r C ¢ N) n O O O U (u t'') O U (V M a TD) O OC � O N NN \ m v -0 ai D D D `\ I C14 o a x L_1 L� < C: v O O , -C v v rn a P a u.. o P�oF P11A Sd E 2 G N �' 111 � C-1 Ti GON 71 R. F�FXP!RE,S,_ 12-31 -98 i S.U. DURHAM ROAD Cc TIGARD 51USHAFFER DURHAM ripNIGH SCHOOL USA. / TREATMENT z PLANT p o VKVIN m" co 1 r� -� � o o w CITY OF TIGARID a Approved..... F o GonNi ionally Approved ;:'• ... .. ... .......[ — e Q For only the w'©rk as d 3• Q' c escrft�ed in. ..... fed W co PERAMT NO. Se,e Letter to: Follow.... ..... Attach. Job Address: ......... ........ . . . .. ....[ -- --_�I - ------_._._ Datc: _ We, a w D A Of BUILDINGn DATE: 8195; S W. ROAD 77GAIM ORE1OW 97223 DRN BY- PSP Durham Rd . 8198 CHO BY.- JDA BUP97-0 )193 JOB #: 950930 1 of 14 #: 5LILLDING FEWIT ISSUE DWG ECOVER 0.1 NOTICE: IF THE PRINT OR TYPE ON ANY r�r1 � I � � IIIIi � � I � IIII Ii � lllll � llltlt Ili II ► Illltil r1TITTTT�� ll1 T �1 �T� i III III III II ! II ! Ilt tlf III til III III II ► ► lt 111 III tII III III I � IIIII III I � I IIIIIII SII III tllll I _...r., � l IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 6 7 8 9 - 10 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT ou 6Z SZ LZ 8Z 5Z VZ EZ zz TZ OZ T11,11a EZ l�IILIILI LLllllllllli�llILLIIIIIIIICIIIIIIICIIIIIIIIIIIIIIilllilllllllll� IIIIIIIIIIII �II11111111 .111 �ll� lillllllllll allitll lJ.11llllll�lll U c0 to C 00 ro GENERAL NOTES Q) v s ``' N 00 I. PROVIDE A 24 TO BC FIRE EXTINGUISHER IN EACH TENANTTA5LE OF CONTENTS N N to ILO SPACE IN A CON5F='ICIOUS LOCATION W/ A SIGN PLACED ABOVE NICOLI ENGINEERING M M EACH (NFPA )0, TABLE 3-2.1.). c 0 0 41 COYER SHEET ° C � o Lo , 02 -- GENERAL INFORMATION � ° N v► 03- GENERAL INFORMATION � PREVIOUS APPROVALS 1.1 --- - SITE PLAN v V) m° 1. 51TE DEVELOPMENT APPROVAL: SDR 96-0008 1.2 — LANDSCAPE PLAN Lo c 13 GRADING PLAN c 0 ° �' L v 2, 51TE PERMIT: 51T96 -®022 1.4 FACIL ITIE5 PLAN rn a ~ c- 3. THE LAND USE APPROVAL 15 BEING PROCESSED AS A 1.5 -- CAMPUS PLAN MINOR MODIFICATION. CONTACT MARK ROBERTS 2.1 FLOOR PLAN AND DETAILSPROF�- 3.1 ---- ELEVATIONS 4.1 - 5ECTION5 Ilk; 5 9 ENGINEERED FILL 5,1 --- --- -- DETAILS 1, FILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE ORE -/4 " MINUS ROCK PLACED IN 6 " LIFTS t COMPACTED TO 950. A51<4 ENGINEERING FI -- FOUNDATION PLAN v,9 ✓vCY 17, 2. OWNER SHALL PROVIDE THE CITY OF TIG ARD WITH A F2 — FOUNDATION DETAILS ��S R. NSG COMPACTION REPORT FOR FILL UNDER THE BUILDING. F3 FOUNDATION DETAILS FRAMING NOTES SUNWARD CORPORATION EXPIRES. 12-3128 1. REFER TO SUNWARD CORPORATION DOCUMENTS FOR. FRAMING 0 COVER SHEET AND STRUCTURAL NOTES. Al BOLT SETTING PLAN A.2 GENERAL. INFORMATIOM A3 — DESIGN REACTIONS ENERGY A4 DESIGN REACTIONS NOTES E1 WALL ELEVATION I. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE E2 — WALL ELEVATION W SEALED WINDOWS A DOORS ARE TO BE CAULKED, GA5KETED E3 WALL ELEVATION Q.. OR WEATHERSTRIPPED. E4 - WALL ELEVATION 2. A 1 - PERM VAPER RETARDER 15 TO BE INSTALLED ON THE E5 WALL SECTION J Z WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOOR``, WALLS t Er - WALL SECTION Q --- ! CEILINGS. El DETAILS — 0 ' 3. INSULATION WALLS = R-13 BATTS DETAILS DETAILS r- ROOF R- 19 BATTS G2 - G3 DETAILS � o 4. IF RECE55ED LIGHT ARE USED, THE SHALL BE INSULATION G4 --- DETAILS o 0 o COVERAGE ( IC) RATED. G5- -- DETAILS .. � 0 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2" AIR SPACE, DETAILS _.. loom 0 LOW E COATING AND TINTED OUTDOOR PANE. w 00 '— SPECIAL INSPECTIONS CD Q Q CODE DATA THE BUILDING OWNER IS RESPONSIBLE FOR THE FOLLOWING SPECIAL INJPECTIONS: CONSTRUCTION TYPE: V-N 1. REINFORCED CONCRETE. � Q 2. COMPACTION REPORTS FOR ENGINEERED FILL. LL- , CD OCCUPANC.`r' G?FFICE STORAGE/RESTROOM DESIGN LOADS (PER SUNWARD DOCUMENTS) DATE: FLOOR AREA: &00 S.F. FLOOR AREA: 1400 S.F. DRN BY: PSP WIND SPEED: SO M.P.N., EXP. '5' C�-IK�D BY: JDA OCCUPANCY: B OCCUPANCY: F- I SEISMIC ZONE: '3' OCCUPANT LOAD: & OCCUPANT LOAD: 5 DESIGN 501L BEARING F'RE55URE: 1500 P.5.F JOB #: 950930 FLOOR: L1. = 40 P.S.F. , ROOF: SNOW= 25 P-5.F-, DL = 25 P.S.F. DWG #: 0-1 FF Durham Rd. 8198 BUP97-00193 2 of 14 0,2 4„ NOTICE: IF THE PRINT OR TYPE ON ANY rl� llf 1IIIIII IIIIIII 1III1 � 1 I � IIIIIIIIIII �T rI-r(T�Tllillll ( IIl111IIIlJill r ( r� ► (� 1 � 1II ( 1 if.1_Ifj1 I � IfII1 ! 1Ill1t Ilfllll ► � tl1l ( Iltll ( I � I � t1l ( t t � tli � l I � tltlt � I � llt � tll � lllll 1 2 3 4 I a 6 ��-• I i 8 I 9 - 10 11 I 12 ,...: C,L� IMAGE IS NOT AS CLEAR AS THIS NOTICE, — — IT IS DUE TO THE QUALITY OF THE No.36 ;~ � ORIGINAL DOCUMENT S 6Z SZ LZ 8Z 5Z fiZ EZ Z iZ OZ 6i ' 8ii LI 9i 51 —fii Ei Zi Ti i 6 8 L 8 4 E Z i �idi3w ��ii ���i 111111191 iii�liiii Ill1 ���� ���� iiii 1111 ��il ���� ���� �� � ���1 «� ���� iii u�� �u � � � U tp c,p c 00 n 1"IECNANICALOT 5 a N to r-� I I N o 1. M;...:ANICAL SYSTEM SHALL BE BIDDER DE51GNED. N N �o CONTRACTOR SHALL PROVIDE ALL NECESSARY DOCUMENTATION TO THE CITY OF T IGARD FOR APPROVAL. c I �; 00-t 0 0 2. THE HEAT / VENTILATION 5Y5TEM SHALL PROVIDE OUTSIDE AIR PER :3 � N M IN ALL PORTIONS OF THE BUILDING, PER O.S.S.C. SECTION 1202.2.2, _4 3 x o TABLE 12 -A. OFFICE AREA: 20 C.F.M. m ' cwAREHouS : 0.05 CF.M./S.F. U _cvan o rn a i= a U 3, RESTROOMS SHALL BE PROVIDED W/ A FULLY OPERABLE WINDOW W/ AN AREA NOT LE55 THAN 3 5QUARE FEETIN AREA: OR A VERTICAL ��' G I N DUCT NOT LESS THAN 100 5.1. IN. FOR THE FIRST WATER CL05ET OR w� 1 4t.� A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF r' EXHAUSTING 50 CUBIC FEET OF PER MINUTE. OREGON 171 ELECTRIrALNOTES R. �1�G 1. ELECTRICAL SYSTEM SHALL BE BIDDEN: DESIGNED. 7EXPIFiES: 12-31-98 CONTRACTOR SHALL PROVIDE ALL NECESSARY DOCUMENTATION TO THE CITY OF TIGARD FOR APPROVAL. a: (L W 0 J Z Q - d C O 00 C / W r rti 00 `J fi X cr a. ; D L� L ' I cla- DATE: DRN BY: PSP CHK'D BY: JDA JOB : 950930 DWG #: 0-2EP Durham Rd. 8198 BUP97-00193 3 of 14 0.3 .__ _ _ _I_I_I _ IIII_I_I_I_I_fI _I_Tr ,l _1�I Tf � C ( III_III 1 _1_I_111111111 1_.I1IIIIIIIIIIIIIIIII � ( 1 _! IIIIIIIIIIIIlIIIIIINOTICE: IF THE PRINT OR TYPE ON ANY � ..500ZD .��IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 4 _6 9 110 12 IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT v 6Z�8Z LZ 8Z� gZ fiZ EZ Z TZ � OZ 6t gi Lt 8t SI fiT Et Zrillilill. tI T 6 8 L 8 Q � E Z t ��di�w Ilil IIII lilt illl .11ll IIII IIII IIII III! Illllll lull Llla. illlllll. Ill 1111111 I I II III II III I I I I Illl 11 III I Till IIII IIII IIII Illi IIII IIIIll IIII Lll LiiI�IJ.II .1111 11x.1 lll1 IU lilICi11 — v cD cG TH15 PORTION OF THE SITE (DASHED) HA5 BEEN c CA to DEVELOPED PER 51TE DEVELOPMENT REVIEW O c0 APPROVAL t5-0001 o U N It N m 5'-0 24'-2 ' r7 to I 1 _T� T��T O Oiii iiii ) r -1 --1_ i 1 --,- r-1 o �I I I �� �_'— � 1 + r00 U, C ...., I I I I I I II r I I I ! I I I _ --SITE DE'✓ELOPMENT— ----_ SIF :3U N rn I Lot-J__I _L _ .1._ _I--L- - _ 1_Jl._1_.1I _ PER PH.45E I �.� - -- llr I Q PEDESTRIAN -` 3°, 0�' ❑ r �;� _ alt _ - o o I I ACCESS © ---- f- 8 I SI ,l~l / I I U m ci (PROPOSED) r N �j o o X cv -� LpC, E FIRE HT DRANT I I ( I c O Q' r I -EXTG. (PHASE.11_... ! LLDG, AA I I I o rn ci �= a � �,. .,. RAMP TO STORAGE PRGFF cv g Q AREAS `(, N W S DE AL - RA 1` O -I E --___ --- `, t N / 1 /12 SLOPE M X. I I ( 1��� _ 3 S EE 5.1 SE S E 5.1 --� - I I I 11 U DIS�4BLED PARKING - ! I ---- - I I I - SPACE. SEE SHEET 5.1 I I p REC.3ON 17, I I t,► 11TJ77 -- _..— -- - ( I I EXPIRES: 12-31 -9S l I I I ,N 4c*b 4000 SF. 1 I I 4,aaa S.F. I I I I BLDG. C I I � ■ % IIIIJ � I i I I I I I I I LANDSCAPED _ i I I AREA-TYF• VAN ACCESSIULE PARKING SPACE- OL 0 I I SITE PLAN m j F5 � w z � G E N E R ,4L NOTES 0 d � cy) C-D 5 1 T E D A T A w o�o1 c a Q THIS APPLICATION Ig FOR BUILDING "E" ONLY 18198 S.W. DURHAM) BITE ---- -------_-- 51,510 SF (IPS®yo) THE SITE DEVELOPMENT WAS APPROVED BY 5DR-9ro-0008 AND PERMIT NO. SIT',.:P-02022 BUILDINGS -- -- 19,183 3F. (33.4 .1 a: a BUILDINGS A, B, C, CI AND D HAVE BEEN SUBMITTED FOR PERMIT IMPERVIOUS SURFACE- AND HAVE BEEN APPROVED FOR CONSTRUCTION. 25,96210 5F. (45,1%) �= Q L� I_ANDSCA.PED AREA - 12,364.4 5F. (21B%) O TAX MAP NO. 25 112C TAX LOT NO. - 500 DATE: ' ADDRESS -- --------- 81�S.W. O DURHAM RDDf�N BY: JDA - CHK'D BY: SFT 39 SPACES JOB #: 950930 (3 HC- , 4 COMPACT, 32 STANDARD) D WG E SI TE P Durham Rd. 8198 BUP97-00193 4 of14 lei NOTICE: IF THE PRINT OR TYPE ON ANY r-Ir1i � r � Iilil , iI , I � Ii ililijilili ( � Ii � I � rTT r� �� r1-r - r�-r ali � i ( i ► ; ( i � ( � i ( � � I � Ali Ali il � ilii � ( � � ( 1t ( < Jill [ Ir i ( r [ ( i � � < < li ili il � iliillfllll i ( � ( ► i I ► ! Ii i ( i i1i _ IMAGE S NOT AS CLEAR AS THIS NOTICE 1 2 I I I I I I J -------- ------ 21 -41-_ � - -__`� ------__�' 7 .8 L-- 9 - 141 11 l� — � �� �� IT IS DUE TO IE QUAL11-Y OF THE - No.36 ORIGINAL DOCUMENT EI— _T 8 Z 1. Zs Z � Z � ZE Z z T ZO Z 6 t R i L T v EZ T II II IIIIlIIIIIIIIIINIILIIIIIIIIILLIIILIILll. Ii�IIIIIIILiIIILIIII IIIIIIII�IfIIIIIIIIIIIILIIIiIIILIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIILIIIIIIIIIIillillllll Illillll 111 illi IllilFlallull 111 111 L(II��II �iL'' v (c) ;D -- 00 r") O c0 (V n u U It 317E DEVELOPMENT N ON (V 00 PER PPASE 1 ILD LO rr� r0 10' o I' o ' lO 0 -- .1- c r c U �; O 7 6 m l r-f-"1--1 T-f—f-1�1��~ p I I I I I t I � I I I -1 I I ! I I I I I f�-----11r -----1 +----- - --� (n L L_ �1� 4_ 1- __.j . 6-/ I I I I I I I I I I I r--- -- llr-------� - - c x 4 O (n O I q I I I I I �I � M � I I I I I I I r------lir------1 I I I I PROPERTY LINE- II y I I I I I I (Ir------lir- --- --1 <-� m -1--. ..J! 1 _1..�..1.__ 1.�.,.J__...J....�.L� .�_ r"t------1Ir------1 f I I ifl L c 3` Ufa' (It-- -_- ilr-----�I / I U'Se III c I O 40dg)O' — — — — -- I I I 0 1 s a: F- LALLN 11135 I I I u; m ORE 72ON Lu 17 -�tij C�'✓ �SR. N\ mo' I 12-31 -98 I I IAcpIT4 8mm I . 4,aOO 5F. I � - I _ ------ --_ BLDG, C BLDG. GJ4 � I e -- - - - - - - - - - - Ilid I I I I - I QCk::� 4 0 � rn m 0 W m LANDSCAPEPLAN z - o z oc'- Q lit . .401-0" GrENERAL NOTA 5 W �o Q 'Q I. ALL LANDSCAPED AREA5 SHALL BE PROVIDED W/ AN IRRIGATION SYSTEM. COMMON NAME HALL PROVIDE IRRIGATON DWGS TO THE GITI QTY I '�'r�1�L_ BOTANICAL NAME 91;T.E'i MINI SPACING THE CONTRACTOR S OF i IGARD FOR AFI=ROYAL 14 ' —.- VIBURNUM DAVIDII _ THE LATEST EDITION OF THE "AMERICAN STANDARD FOR MURSERY STOCK" c� Q GA:_. CAN. 4'-0" Or— VIBURNUM CINN�,MOMIFCLUM 2. ALL PLANTS SHALL CONFORM OT ALL APPLICABLE 5TANDAR05 OF PHODODEN:71 RON �D ANAH KftJSHKE 5 GAL. CANS AS SHOuN AN.S. 1.2601 CSL _ COASTAL PINE _ PINUS CCNTORTA 2" CALIPER AS 5H011N 3. PLANTING BEDS: "ROVIDE 12" MIN, SANDY-LOAM SOIL AT PLANTING BEDS DATE: COLUP'MAR RED MAPLE _ UJ/ MIN. MEDIRM HA1ZlC OR LEAP MULCH. DRN BY: JDA ACER RUBRLM 3" CALIPER AS SHOl1N 4. TREES t SCNRUBRI AT ACCESS POINTS TO 817E SHALL BE MAI1dTAINED IN CHK'D QY: SET ORDER OT PROVIDE A 30'-0" CLEAR V151ON AREA. NO OBSTRUCTIONS ARE ALLOWED BTWN. 3 4 B FEET ABOVE GRADE IN THESE: AREAS. JOB 950930 5, PROVEDE PRIOTECTIG'N "FENCING" AT ALL Ex15TING TREES WHICH ARE DWG #: [LANDSCAPE TO REMAIN. Durham Rd. 8198 3UP97-00193 12 5 of 14 NOTICE: IF THE PRINT OR TYPE ON ANY � � r I � IIIII IIIIIII IIIIIII IIIIIII IIII T r (TTT(� rIT�T�f hll� l ( I 1 ( 11111 I ( III ( I I ( hTf(1 r ( I I ( I I ( ► I I III III rI_i r� 1 Il 1 ( 1 III III 1If 1 ( 1 ' 1111111 Ijl III 1 ( 11111 III III 1111111 _._t__. IMAGE IS NOT AS CLEAR AS THIS NOTICE, CJ 6 $ 9 10 _ 1 1� C -5 Z_0 -� IT IS DUE TO THE QUALITY OF THE — ��-- — �— ^�- -- - -- --- No— - ---------- —_-- �� ORIGINAL DOCUMENT E �6Z SZ LZ 9Z 5Z � Z E�' Z 1Z— nZ 6i gi Li 9i 4 III111IIIII IIIIi � i Ei ZT iT i 6 IIII I II II III 1111111 IIII III IILIIIIICIIIIILiIIIli 111 L11�LI-1 111IILIlIJIIIUIIIII IIII IIII IIII IIII (IIIIIII Ililllillllllllllllllllllllllllllll 111111 Lllllllllll .1J.11111J ll � ►IIIIf1�k11 I t U (D cD O cD in N n U N O It SM TOf� SEWER l_IN L_ EX15TING 5ANJ'T ,4RY 5EuIER L INE - I I EASEI"1ENT lPHAS ONE) EX15TING BURIED PIPE----_ WA5 STUBBED TO THE SITE ( PHASE 2.) J? TRENCH PER PHASE I - f I _ _ DURINCs PHASE 1 DE VELOPi"1ENT. THE LINE I I % o c aro O U-) 'n WILL BE EXTENDED TO PHASE 2 AND i i - 12 0 5_D. > I� c c `- PROVIDE SERVICE TO THE DE'vr-LOF��^ENr i �f EX15TING L_ N rn 3� EXISTING 1 1/2" WATER SERVICE �_- -- EXISTI FIRE H) DR4NT LINE ----1��- MANHOLE C x o NSTALLED hDER PHASE 1 _ W INSTAL ED PER PH:aSE IOVE}a�LOE LINE U m v ai -- - - '1 L0 c PHASE ONE ) SHOWN OUTSIDE X-Ex15TING FIRE H [;)RANT OF PROPERT LINE FOR c , O , _ra� � � � Jr , r i -� r1 a l T CL o- u- cPHASE I � CLARITY OF RAWINs. —8 --- - ------- — 1---1-1--t--� 1-- 1-- 1 (o'1m- 1 - ! --� j I . �- - -- �I� -- - - 4 I I OI c [ r - -- n 6 i r,� - - -- 1l1 NEW H2O LINE ---- ---pEur�5:^._------- - L,L- --- aid-- - - J I I I I I I ❑ M �-�� J 0 I I I � G S N F cc I I TO BLDG. BLDG. A I I } } I ; NEW RAIN I a DRAIN LINE I OREGON - --- \,� —Ex15TING FIRE HYDRA. -1EX15 INC BI�RIED Y �gb1 -- �8 (PHASE U u -- I PIPE TRENCH c/,9 17, �\ -- --- I f s \G� R LINE TO PHASE 2 r FROM LINE INSTALLED d1 Llcp 1 e FROM PHASE 1 __ _1— 1� I I EXPIRES: 12-3 1 -98 Q RIM=164.55' 1� F I - INV.=162.55' � 111 I — _ >d -4°4 5a i��o 6"m 6� SD 6=.0@3 1122 LF.) ��. 10"o SD 8=.@2 148 LF.) �' I I � i - - la Gam' C 1 I � I I _ I � _ . c 3(0.5 L.F. _ ld. �cr �• I I,E_ATI TRENCH BUILDING C2 �� I BUILDING Cl------------- 1� 15 52'- j G.@. Q I I I Q 1 CL I -- — — — — — _ _ ►� INV RIM=16,105' RIM=164.@@' DOWNSPOUT-TYP. Q p rn I I I F-- 1NV,=166.4-�' INV. 163.00' 9'-�'" I I� II I � � � X ~ r o �� -.D U, cn p FACILITIES PLAN _�__� ______l � w w � c . c 3 _ a: o. D p F A C I L I T Y td O T E 5 CD ATE: P 1. THE APPLICANT WILL CONNECT TO AN EXISTING 5ANITAD RI SEWER LINE DAT JDA WHICH WAS STUBBED TO THE H45E 2 PORIION OF THE 51TE DURING THE IMPROVMENT5 OF PHASE I I;HK'D dY: SET JOB ��: 91509302. ALL SO TRt'1 5EUJER LINES 5H,41-L. BE SCNEC`ULE 40 455 aWV OR 5CNEDULE JOB #: EFAC II_I TYP 140 P1✓ ID C wV. Durham Rd. 8198 BUP97-00193 1.4 6 of 14 N TICE: IFTHEPRINTORTYPEONANY r( � � � J � � � I � � � ( � il � � , lilil � Iili � l � Ii ( i � I � Ii ( i � ( �Tr� r il � rj-r � t� —r(r h � �. ' � ( � Ili � Ir rfi itr ' r1r r � I � rel r_II flI Ili ill Ilr_ .r ..� I f 1- I I- I -I i 1 1 Ili i i i 1 IMAGE IS NOT AS CLEAR AS THISI 1 I I I I ( + ( ( 1 1 f 1 r f I ! I I III --r- _ NOTICE, _ � 2 3 1 � I 1 I r _ 4 0 8 �__� _ 10 11 12 IT IS DUE TO THE QUALITY OF THE _ - -� - -- -- -- -- No.36 � , .,•.w., ..,. I ORIGINAL DOCUMENT IIII IIII-- -- _ __ • •• °- ' _ E 631111119 Z GZ 9Z 9Z � Z IIlilLllillillllllillllllllllllil�llltll EZ Z iZ OZ 6T 8T Li 8i 4T � i Ei Zi ii T 6IIII E Z T alu��w IIII ' 111[[ I r llt lltl ►Ill. 1111 Illi IIII IIII if it IIII IIII IIII IIII Illi IIII IIII IIII Ilii IIII Illi IIII IIII IIII 1111111 lUl 1111 IIIILI_Il�lll��ll.l.l Ll 1 111J lllll111 l • 1 t U W (0 C 00 n - O � N N OU Q) +1 c0 (0 V) V) Q) C ►l O ., pp `10 L0 G O +^ Cf, C `. � a) n U O N � r 'U x O 0 V) U m 4i LI) C U N O x m WALL REQUiR!~D TO 10 -0" I ai a F= CL U- BE I NR CUE TO LOCATION TO PROPER'�Y LANE I � I i I I I I I I I f f- 1 N1 11_L1.1i i i i i i i i LL.JJlLL.J...l �' F I I I I I I I I I I I I I I SITE DEVELOPIENT I --- �'~-----, I I I I I r� i i i i i i II i i i i i i _'�- -'- ---1ir------'1 I `v� _ 5'-0 I n PFR PHASE 1 er -- �Ir------� 9 ���/�w ' I ' 40!W w��� wow I I I O GON /, BLDG. A _ _ - > WALLE3 t CQUIRED T I v �<?'17, 1�1 I i _ BE I HIP, DUE O L�ATIG*4 I To I� LINE � �S R. NSG WINDOW I ARE NOT RE D, 70 BE OTE TED 6MTH dLEYAjON. I EXPIRES 12-31 -9$ ONE HOUR - - - N I i -- --- 436EM5L Y � ASSUMED-`-__` u - PROPERTY LINE PROPERTY- L INE\ n I - \ I04 I - I ONE 4O UR ASSEMBLY DUE TO LOCATION TO A56UriED I t PROPERTY LINE 0 CID I 0 I I I i c`+ 4800 S.F. 4000 S.F. I I Q W 1T I P,LDG. G1 B � p I I L DG. G I I I N "WALL REQUIRED TO------'' �,/fl/,1/fl/1 I j � ' `J I I I .-- Of O WALLS REQUIRED TO -J' 16 _p�� I I I Cn w BE I HR. DUE TO LOCATION lot-0010 -O BE I HR. DUE TO LOCATION I I 3 ' I TO PROPERTY LINE25 IT TO PROPERTY LINE I I cri co cr->_ WALL NOT REQUIRED TO BE 1 HR t OPENINGS ARE NOT t l co REQUIRED TO BE PROTECTED TIT, DUE TO LOCATION TO 455UMED �--- --- 1- Q P ,OPFRTY LINE. cc CAMPUS PLAN �► 1� w DATE: DRN BY: JDA CHO BY: SET JOB #; 950930 DWu CAMPUS Durham Rd. 8198 BUP91-00193 r , 7 o 14 1.5 ...-.M.............__..........�.�wrsruarw -,z,om..,�a��m�asaawnu�..,:�, """., NOTICE: IF THE PRINT OR TYPE ON ANY 'T(� jllr ill III III III � III III III flf . fll II � IfI � fly r�_r T fll 111 III 1 III Ilf III Ilf fli ICl lli III III f11 fll fIl ( II 1If III f I I I I i I I i i I I T I I I I I I I I li11I I I III I I III - 7 IMAGE IS NOT AS CLEAR AS THIS NOTICE1 ! I I I I ( I , , _ 0 __ _ _8 _10 _ 11 __ 12 �— . ��'l --� •����—r IT IS DUE TO THE QUALITY OF THE _ - _ _ _ - _ _ No.36 J ORIGINAL DOCUMENT E BZ 8Z LZ 9Z 5 � � Z EZ Z TZ `OZ 6X gi Li 9� gI � i Ei ZT tT i -Tg - g L e � - - IIIIIIII IIII 1111 !III III) IIII IIIc IIIc IIII 11111111111111.111111-I-1!I< H IIIL IIII I1!I IIII 1111 IIII IIII IIII IIII Ilii IIII IIII 111 i l E Z I �I�l�w I I I i� l l l l l i l l l l l l l l l l i l l l I I I I ll 11 1. ll Ll I l ll�l.�ll I l i ll I ll ll 1W1a.11,1 ll U.l..l.11.l 11 I I I I1�111 _ U W 0 M -._-- 36 MKc 00_ — O co n-n — MK W N M 46 M A x MK Q1 a_ _ u MIR _ I N 0�0 ---- a n L n M N � c0 0 n MAX --�" C 4) M d� ---- --- -- O 4- 40 O O GEAR FLOOR SPACE ———— C COV"VM DASHM APIZA 8 -TMST PAPER +, L O 8 3 x 0 r o V) o ® v ai U) s- c c . . . . . . . - _ 0 n!l MAX, n Mk 1p YV "V j I0EE CLEARANCE G!l�TH TOE C1.lEARANCL' t, (A) SPOZ WrA*4T AND aae CLEARANCE !A, eAQC WALL 1 'P ORE(;ON DISABLED RESTROOMDETAILS , � g , � �\ N.T.S. �9Y 17lq4s R. N\G� i 100'-0 11 EXPIRES: 1 x-31 -9�i ol-oII 40'-/71 11 C3'-a" NON-5EARING WALL K/ NON_-15EARING WALL_ ONE HOUR WALL 2x4 AT 24" O.C. UJ/ %" 2x4 AT 24" O.C. UJ/ %11 SEE SHEET 4.1 ` GYP.BD, EACH SIDE GYP.BD. EACH SIDE ST — W B► OFFICE Ix . �.__ = t1� STORAGE STORAGE STORAGE STORAGE STORAGE _ J Z 20'x20' 10'x20` 10'x20' 10'x20' 1P�'x20' �- `n p GRAB BARS = --- ' (SEE DETAIL:)) �l Q NON-5E,ARING WALL CD � =) w 61 �----` 2x4 AT 24" O.C. UJ/ bier' a o - GYP-5D. EACH SIDE � o 0 3010 Z oc, Q 3008 3(a(o£3 � o 8'x8' DOOR 8'xa' DOOR8x8 DOOR 8x£3 DOOR A 'Q 40;(30 SL 40 30 SL 4+0 30 SL 40;<30 SL 40;<30 SL 40;<30 SL Q 31-611 III-Oil 9 0 1/2 e'-0 '-0 I/2 - e'-0 I-0 1/2 9 I/2II 4 G� 1� 5'-4 1/2 -all I I I Q ~ I w 1 1D 2 3 ( 4 ) 5 6 DATE: N DRN BY: PSP FLOORPLAN WALLS PER MANUFACTURED CHK 41C BY. JCA R BUILDING SUPPLIER (SUNWARD? T I�811 = 11-m" JOB #: 950930 MMIM7015?1012&3�17 , WALLS PER TENANT I iPROVLMENT5 DWG #: EFLOORP Durham Rd. 8198 BUP97-00193 8 of 14 2.1 1 NOTICE: IF THE PRINT OR TYPE ON ANY r11-� IIr Ililili IIIIIII IIIIII ( IIIIl11 1 � I I T f�T 1�1 r�T T ! T (1 ill 1 1" .l �l III III III III I ( I III I I III III III III fel lll1lll III i ( I I ( I I ( III ( I illllll I ( IIII ! III III IIIIIII f IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 Z I I I 1 ---- — — — 4 _... --- -- 6 —— m — -- S I '� 10 11 12 �.. C�.�'l -5 -C��'-5 IT IS DUE TO THE QUALITY OF THE _ - - - - -` - - __. -No.38 J ORIGINAL DOCUMENT - — --- - -- E 6Z 8Z LZ 8Z 5Z 'bZ EZ Z TZ OZ 6T S '1111131111111111911 Li 8T QT 'bT Ei ZT ii I 6 8 L 8 Q E Z IIIc ILII illi IIII IIIIIIIII Ilii ilii IIII IIII IIII l 11(I 1IJL Jill. 1111 Illi Ilii. IIII illl IIII IIII IIII IIII IIII IIII IIII IIII III! Ilii IIII Ilii IIII IIII IIII IIII IIII IIII ILII 11 11111. L [ T1111 Lll ll.l1 Ill I I111�1�k11 I s • pa c 0000 M O cD N M4•_0.. 20'-ra" 5 N N 00 T n co co 20 11-N4'_0.. 3'-0�� '_0" 12 -- — — n� o 0 0 00 T I � a c 11 Lo n ' 0 U N Cn cn 3 I'-0" NTS o 0 o 0 (� m O 4i ►n C ' T ; T7 Ncr) CjCIL 0 X � I C � � L d 0 . CL LL_ RIBBED METAL SIDING (TYP.) ���Q FIL� 1 5 O}1EGO N SOUTH ELEVATION �1 NORTH ELEVATION , 1/8" = 1'-0" R. NSG pI 12-311-98 I I � Q � I I HR. WALL DUE TO LOCATION —J TO PROPERTY LINE. (SEE EAST ELEVATION SHEET 4.1) ::E cn -011 Li -- D RIBBED i"1ETAL RIBBED METAL ROOF PANELS z SIDING (TYP.) -- - -- -— — — �_ -- - W ao ►— T—f I I I I FT-TL_ cf) T v ii/ ii/ ice/ �% i% ��/ ice/ ��/ I © zQ Or � < < d Or or ` w - i� ice/ �� i� i� i% ice/ �!i i% i✓/ ��/ �!� CD DA SIDEWALK-------` RAMP TO OFFICE x 6' RAMP TO STORAGE DRV BY: PSP OVERHEAD DOORS (TYP.) AREAS CHK'D BY: JDA WEST ELEVATION JOB #: 950930 #: Durham Fid. 8198 DWG EEEEV BUP97-00193 9 o 14 3.1 rii � � illiiiliilll � lillllllllllrTlllllll ' IIIITIIIIIIiillllllIIII io. NOTICE: IF THE PRINT OR TYPE ON ANYIMAGE ISN T O AS CLEAR AS THiS NOTICE, � 4 Ei 7 8 9 � __ _ _----- 11 12 IT IS DUE TO THE QUALITY OF THE _ — No-36 ,� •�; ; .. I _ _ _ 4 ORIGINAL DOCUMENT oc 6 Z S Z L Z 9r7 Z 7 £ Z Z T Z 0 Z C� T 8 I L T 9 Z 5 i T E T Z T T j 6 8 L 8 9� fi £ Z T Oili�w I IIII IIII IIII Till IIII IIII IIII IIII IIIIIIIII ILII lEll illl 111.1_ IiLI 111! 1111 Iill.� IIII 1111 .1 II II I I I I� Ilill IIII ill lillIIIIIIillllllllllllililllllllllilllllllllLLl .11llllll �l-Ill ulll-1.11111 .1111 ll 1.111 111. LII11�1I l v W (D C 0to O (D � N M I I 5 c O d- ' � +% (-4 cN0 c000 V7 V) (n ramO O O O Q U N 6 ,. r 3 x O O (/) O q. U (n v 4ii C T1 N a O x PROPERTY L INE ,,,, ��n PRpFF G l IV ( � a ` 9 4'-0" 20`-0" Q%" TYPE "X" GYP. SHTG. BUILDING COLUMN NONCO 15USTISLE OREGON (SEE SUNWARD - STEEL GIRT ROOF SYST EM. `Z<V 171 �g �. METAL GIRT„ AND I 'g DOCUMENTS) ROOF PANELS ----METAL PANEL FEXPIRES: 12-31 -118 I HR. IUAL L AT PROPERTY LINE I ------------- 5UILDING STRUCTURE ------ SEE SUNWARD DOCUMENTS 1'-0" cc -- PASS GIRT CLIP Q W THROUGH GYP. 5D. I pAse 5/5" ixii GYP. TYPE Q O SHEATHING- THRU `Y AN HI A _ I J zz AND ND o FRAME-NOTCH - � w AROUND CL IF. o i D A 1 H R. WALL Z � Co � SEE 45K4 ENGINEERING W o DOCUMENTS FOR SL A5 / FOUNDATION DETAILScc Q Q i II � i v SECTION 1/4" - 1'-0" DATE: DRN BY: JDA CHK'D BY: JDA JOB #: 95930 DWG #: EDEIAILP Durham Rd. 8198 BUP97-00193 /� �- 10 of 14 41 NOTICE: IF THEPF:INTORTYPEONANY ) 1� � � � � � � II � I � � � � � � � I � � II � I I � Il1 � 1 11111 TrT[TTF_j� 1jT_j_I 1�' I111 11111 I Int II1 t � l 1 � 1 111 111 1 � 1 I t � � I 1 1I1i11� rrr1 � 1- titIII tit Ijt111I1I ! 1 � 11 � t1 1 1 1 111 1 1 1 I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, _4 _ _ _�► 1� �. 1 12 — --_� _ 1 IT IS DUE TO THE QUALITY OF THE —� _ _ _ — No-36 �S �• T►111 Eii�lil�il6ll Ziiii1iiiRii Ziiil viiLi Ziii il9ii Z�iil ilsl Z�u��� Z� llE Zu� �« Z��ii. i��i Z«�i. uO�i Zsill il6 tilF'111!111911 :1111 — �i 6 — jr E Z 1314011111 DOCUMENT i v I c0 c0 c I 00 M O c0 It - - - -- - ---- - - - —� -_ °i � N N 00 �5 V) 3'-O' x 7'-O' MANDOOR c a, 0 0 � � {- FADE OF BUILDING o ao� c Lo Lo En BEYOND - - L% - -- - - - A____ 1-1--t --- L. N4) C x O U Ln Q U M� a c ' CT a rn 0_ i= at U° ELEVATION _3'_0' x ,'-O' MAN 3'-0' WIDE CONCRETE _� DOOR ��0 P►�OF SIDEWALK r4I N 1 r� `4 FACE OF BUILDING OREC' SON SLOPE 1 / 12 MAX. 17, R. CEXPIRES: 12-31 -98 LANDSCAPED—— �'' 121 -0# 51-00 AREA - ��- 6 " CONCRETE CURB PLAN VIEW a: RAMP DETAIL Q A 0. (5 Z AT ACE OF BUILDING � 1/4" - 1'-O" J Z 18 J Mi z M � Qf -- � LLJ a o - FACE OF BUILDING-----,coo 1 cv �r PROVIDE LAYER CiF A.C... �O' w �� � .�. "o ►— TO BRING EXTG. eP TO 4" PAINTED - PROVIDE NEW LAYER _ ~ 51DEWALK w °`"D NELJ CONCRETE.' STRIPES / """"°`_ OF A.C. TO BRING 6 3 _ Q 51GN DETAIL EXTG. A.C. TO TOE= _ O % 6 Q OF RAMP. LANDSCAPED r AREA SIGN BACKGROUND: BLUE Q SIGN LEGEND: WHITE CONCRETE RAMP-" BETWEEN 31DELUALK -- — AND A.C. (1/2" SLOPE MAx.) DATE: -- - PAVEMENT STENCIL WJ 41TE DRN BY: JDA SLUE BACKGROUND AND , -- ----- - BLUE PAINTED CURB OPTIONAL CHK D BY: JDA �-- JOB #: 95930 HC. PAR ING SPA G� DETAIL DWG . T C CURB RAMP EDE AIBP B # Durham Rd. 8198 1/�' = ],-Oil BUP97-00193 5.1 . ,-. .��,_......-. .�.�,j�P'.Jrt;'To'�fnSwim�}��e�✓t�'^y11^Yfi il"nJkl�n:f,�.:,.., .."'�piRak S^Cx^I:,,y'� "...�..., .�y�P�'�P�'• r,p:; „v^IrvPVir,.::.,� .. ;ice.r,:i ����'.t�".::r„' ��� 11 of 14 NOTICE: IF THE PRINT OR TYPE ON ANY l l r I ( i i j 11 1 1 1 1 I j l i III I 1 -- I --- -- -I ----I ---111 Iit T� rj� r1rIr IMAGE S NOT AS CLEAR AS THIS NOTICE, 2 s, 4 � �11 J IT IS DUE TO THE QUALITY OF THEl- ORIGINAL DOCUMENT --- --� -- _-_ _ - rvo:ae E 6Z I gZ LZ 8Z 5Z fiZ � Z TZ 6i ST LI 9I 5I fiT ET ZT iT i 6 8 L 9 Q v 9 9 1Milo Z IIII IIII IIII III111111 IIII Illi IIII IIII IIII IIII �I1.1 Illi Llll 1111 illi illi III ILl1 Illi fiOZll fill 1111 IIII illi IIII till Illi IIII :IIII IIII IIII IIII 1111 IIII IIII IIII Illi ILII l 111 .1►11 Ill IIII IIII LIII- ll.11 lJ � 1 11� il!,�1�111 I TYF . FOUNE:)ATION NOTES : 1) ALL CONCRETE HAVE A 25-day STRENGTH OF 2500 psi. 4) INSTALL. CONTROL JOINTS IN SLAB PER DETAIL 2/F2 ® 25'-011 CONTRACTOR TO VERIFY CONCRETE 51 NGTH DE51 RED O.G. EACH WAY MAX. 5YOWNER FOR DURAS I L I TY AND SERVICEABILITY. 5) ALL FOOT I NG5 AND GRADE BEAM5 SHALL BE POURED ONTO 2) ALL 5TEEL RE I NFORG I NCS TO CONFORM TO A5TM A615, GRADE 60. UNCI 5TURBED NATIVE SOIL. IF FILL 15 REOU I RED IN ANY OF WELDED WIRE MESH 5HALL CONFORM TO ASTM A155. LAP ALL THESE LOCATION, FILL SMALL BE COMPACTED UNDER THE SLAB RE I NFORG I NG 12" MIN. a 5PL I CE5, LAP ALL OTHER 5UPERVI51 ON OF A LICENSED ENG I NEER, AND MUST BE ABLE REINFORCING 40 BAR DIAMETERS MIN. TO SUPPORT 1500 psf OF APPLIED LOAD. 5) SEL SUNYiARD CORP. DRAAIN&S SAI I A2 FOR ANCHOR BOLT LOCATIONS AND 5PECIFICATION5. A) AT CLEAR SPAN FRAMES AND ENDWALL. COLUMNS, EMBED 5/4"0 A50-7 -J-BOLTS *7" MIN. INTO CONCRETE. B) AT FRAMED OPENING, WINDOW, AND WALK-DOOR LOCATIONS, EMBED V2"O A30"1 J-BOLTS 4" MIN. INTO CONCRETE. I 4'f 6 4" 601-011 I C - ------------------------------------------------ ---------------------------- ---------------------------------------------------- 4" GONG. SLAB WITH 6 X 6 - WI.4 X W1.4 I ' YIELDED W IRE MESH a SLAB Q i 4" CONC. SLABWITH6X6 - W1.4XNIA YIELDED WIRE MESH ® 5LAB I F3 N , I , o YF2 TYP. @ SLAB EDGEA -- L------------------------------------- --------------------------------- - - -------------- --------------------------------------- -- F3 GI VF w� #1 ;8 1 FOUNDATION r(V ED) F1 5GAL.E: 1/5 _ � �ORE„v y 30, � �•� DRAWN SCALE SHEET ASK4 Enc�ineerinq, .Inc. ami as noted 51054 Proctor F3Ivd. 5uite "0" 5ond OR Q-7055 DURHAMCHECKED JOB NO.S 1'RI - AL, PARK Ags 2a4 [41NC. 1FAX: (505) 665-525111GAR ,D DATE oR� �N Durham Rd. 8198 BUP97-00193 12 of 14 DIP20100, 12/12/96 of 11: 46 rT x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I III III III I I 1 r,1 r 1-r r�. j 1: 1 ( ► III III III III III III III 111 111 1 1 111 III III III 11 r 11 111 ` 1 1 r 1 I ! i 1 I ► , i i i. I I .� - .w,..�_ .,a.�.�._._. _._ _� ............... �:, NOTICE: IF THE PRINT OR TYPE ON ANY I S I I ( I + I � 1 1 I 1 �. I I I ► f I ► 1 IMAGE IS NOT AS BLEAR AS THIS NOTICE, 1 Z I I I ( I I , __-- 4 _J 6 9 - 10 11 _ 1� ��-- �'Yl -� •�-����--� IT IS DUE TO THE QUALITY OF THE ----- ----- --- -- J No.36 ORIGINAL DOCUMENT IIII V11111 6 II II6ZIIII IIgII ZIIII IIIIIIiII illi 6T 8I LT ' 9T 4 � � T Ei ' ZT Tlllll6lllllll�I8 811 Illu ullXIf III IiLli II IIIIII IIII IIIIIIIIIII IIIIII11 01I'll Ill� Ll.11 lll.1 11� llllf�lll } r GONC;RETE 5LA5 OVER 5AYVGUT JOINT OR USE (COMPACTED 5UB5ABE PREMOLDED INSERT, FILL IN WITH 5EMI-RIC1D #5 CONTINUOUS ® TOP JOINT FILLER CONCRETE BOND BREAKER FOR FULL DEPTH OF SLAB CONCRETE SLAB PER FDN. PLAN g" (BREAK REINF. ® .1T.) GRADE I��" MIN. / (Oil VARIES �— x --� xd x 4 Aa d I — - I I I •. I #4 DOWEL5 @ 56" O.G. ® i MID-DEPTH (CAST 6" INTO FIRST ( EN AR E CONCRETE ® GOLDMN POUR, 6REASE OTHER END) ANCHOR BOLTS FOR 5" MIN. COVER NOTE: - �Q p� IF DE51 RED, ENLARGE CONCRETE AT JOINT CI)-#5 CONTINUOUS BOTTOM TO 8" WIDE (EA. 5IDE) BY 10" THICK. CAST �G 1 � I2 I/2" X 3/2" KEY 5" DOWN FROM TOP OF SLAB �, w #ld 89 � NOTE: IN F I R5T POUR. GOAT INTERFACE WITH BOND THICKEN CONCRETE A5 REOU I RED TO BREAKER PRIOR. TO SECOND POUR. (V D) PROVIDE 5" MIN. OF CONCRETE COVER ORE%auN - ON ALL ANCHOR BOLTS AND REINFORCING �S q r�0, �� ' ,� AT SURFACES POURED A67A I NST 501 L (2" MIN. CONTROL. JOINT CONSTRUCTION � M. l�� `X AT SURFACES IN CONTACT WITH 501L.) � 2-n,\A S ® I� EPL-A15 1 F2 5GAL E: 5/411 _ I�a,l ��, F2 50AL.E. 5/4II-011 I� DRAWN SCALE SHEET A5K4 Engineering, Inc . snnl as noted) 58084 Prorstor Blvd. Suite "G" CHECKED JOB N O. Sano' , OR 1-7055 DURHAM INDU%%jAN-224 PARK (505 668-6550 A96 224 INC. FAX: 503 668-525qDATE ( 11C%4RD, 12-12-96 Durham Rd. 8198 BUP97-00193 F2 I 13 of 14 DIP20—F2, 12/12/96 at 11: 31 NOTICE: IF THE PRINT OR TYPE ON ANY (� � IIr III � III 1111111 1111111 ► 1111 ) ) 1111111 .f (.T�r1r1 �'r-�-r�Tf � f � Ilr � 1 � I.1� I I � 1Ii � I III ISI II1 ISI III I � I III I � iji � I III T� 1 I � 1 Iii fII ISI ISI I � I � IT( 1 �f 1 � I I � 1ll � i III ISI IIIIiII i I I I I I I I I ( 1 I J IMAGE IS NOT AS CLEAR AS THIS NOTICE, i_ z 4 Q 1 $ 9 1Q 11 1� — _ — --- - - - -- L_—_ _ J IT IS DUE TO THE QUALITY OF THE _ _ _ _ No.36 �..aY110-1 ORIGINAL DOCUMENT E 6 Z 8 Z L Z 9 Z 5 Z fi Z E Z Z C Z O Z 61 8 I L I 91 i Q � { 1 ( I I I [ill, IIII IIII Till 11f111111111111111111111 ►lli 11111111 >l.11 1111111 11�. II►I. IIII IIII IIII IIII 1111 IIII i I. IIIIIIIIIIIIII IIIc 11111111 IIII 11111111 )ill 11111111 .IIl1 Ll1 1111111 1111 Illi 1111 L 11 11 U 1►III II 4q ?I J 4 F 1 F2 ti 4 e 4" GONG. SLAB WITH 7tmw iiiiiiiiiiiiim r. ----- -- REINF. SPECIFIED ON PLAN --� ° 41' e d 07 - urm 1 4143 . ..� al F2 _t 30. 18 ,t N 4 GOVT. �\ ° �,�--_J E . i-a>✓ �M. 6" CON I SLAB EDGE REINFORCING G WALL W ® 18 O.G. WITH 12" TH #4 vERTS. HORIZONTAL a . ° PER DETAIL I/F2 :o- . •d,;. — .a— : a— +�: ,i•�r RETURNS TOP AND BOTTOM BEND UP BOTTOM BAR, EXTEND INTO UPPER SLAB POUR #4 GOVT. OUTLINE OF SLAB BEYOND 8" SLA5 50C*5 F:TCx,, OLEVATION 2 1DfROFM IDSTAIL F3 5 ALE: 3/4" _ � �_0 �6 F3 5:.ALE : 3/4" DRAWN SCALE SHEET A5K4 Eng ineerinc3, Inc. eml as notes! 38084 Proctor Blvd. Suite "C' CHECK: 5cand OR Ci'7055 DURHAM ED JOB NO. �INDUSTRIAL PARK _ (B03 668-6330 A96 224 3 4NC. FAX: (303) 668-3238 TIGARD, O DATER N 12-12—% Durham Rd. 19a 0 9 14 of 14 DIP20--Q, 12/12/96 at 11: 48 NOTICE: IF THEPRIN � ORTYP'EONANY (� ilr � lllill Il ! Illl Ilillll ililtll Ili IlT TIT 1T 11111 1 II -T1T -I1I III III III III III III III SII II III IIf III 111 III III III Illllll IllIII 1111111 ISI111 1111111I Jill I i I I f I I i 1 2 3 4 5 6 7 9 - 10 11 12 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ _ _ _ _ _ IT IS DUE TO THE QUALITY OF THE No.38 ,,. ORIGINAL. DOCUMENT --,— ---- --- --� -----,-- ,-�— ---- -- -- -- E 63 8Z LZ 9Z 5Z � Z Z IZ OZ 6t 8I 8 L 9 � E Z IIII IIII Ilii III! IIII IIII IIII IIII IIII II{! ILL1 111 [11.1 ltl ill ILLI Utl IIII Illi IIII IIII 1111 I!II IIII !1!I IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII ILII l Llll 111 IIII I_IJL U_I 11.11 4td 11111 11 I