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7235 SW BONITA ROAD-5 Sat,Z r,CACK e"vurVXE) - f S �9 " P/ ' W -- — —_ _ �iti/U$ CONJOKTA• ". - r_..... . p:-T vA.' FOR.iaCr+4iti.. 00 :.• 46A 560 / l 1 1 ►---.- I I i I I �' I PRait79'an i I I I.':is NAE'EH%ugG I _// P/NU �>OC1B_ �• E/iOR/ r'rtir i g9v. o' vs u11 • I GX/STNC2 ,W,4R/HO!/SE �...FFFI �y4 i� , �W\ GDO r 4;4•i ,,,.sal Iq N + •« z I I 1 ! 1 f1 • t i � r I I 1 \ i 4 ' /6Telm PONT _.1�1C._ _,� I-r+. - Q' 11N950aY1M6. Vq <Caa• ', 2.Iti� t�M racTa. PFt72tPs its I • 1 • Y� S1 sN-'c ~ HSM Z� PB2L�LA/55Coo/d 1 , r i AZA48A . C,t � ui r qt Std, _" •�" ;�^� q ?+ �„ ' .fz '-' . - � / / . L`-:. _ P r�P/A/US N/ AR ' ` f I 4 `• j�.,; vq �' � b p `,.�• 4,y�`,�, �. w > �_ .� t r� `}' ar ISI � �7 • '+..� / -�Ay>< R.�AAJ .Be.A K �� r a; a � ; -; , ' /�1' ' ••\"{ %� , -�..� � 'P � �' ( � I Acdt QUBRuri_ ` ir- I'/dr'vla. __ _ Y'l t•INUS N laa2 CA R ., �. • _:... f • • - _ .- _ - _ _ -- 6V4TP.1♦N ELA6Y- pIH-He 1 �.. �- • 1 ' . . ', a � �'��•' _.L'!'1 f I,�' I`�}\/T _ HACLQ I .. ..\ .� '"Y � „riyr;. +; I� y � - r I i \ �� I� • •��C �" ' v 1f � � • 7v .�J'� ' r• 'f _ _ r' _ ._ r t ` _ 1 9 �. ! ��,' w f ��r w �� #-�. A..-+__•.0�+•uw�n•-+'� �.Tw ..7. �/,/ V �� /J. I _ _ M1 �: C I lL PHoTi-v{A . F.¢otrt/ ice!!, 004 A PFI rzgoes I /2 • /S' 7' ac. q ALL S A E 0 H ILDDIONG PERMIT PRIOR TO SITE P L A N SCALE III e'S01 ► PLANNING D T.DA _ -- �1 [ gy Date P•MIC WORKS DEPT. LOT N0. 500 Ey Date N•.E' I/4 :ECT lG N 14 BUILDING DEPT. By Date T. vRd.W'. W.m. . TUAT,ATIN RURAL W&Si: INGTON COUNTY, bVF.6011 FIRE DEP-. BY Data PROJECT pj4CRIPTION APPROVED FOR CONSTRUCTION CITY OF TIGARD WAREFiOU<.E VP04 804 40000 $TOE.If2L..E 19000 '5•F. L7j P I L E 2;5W , F. — 9 47 FLZVlJ,;. 8Y TIT=N` DATA — LLNDS�AY1Nu (Fu¢NISNCp 4% ) pRIP 4 'Y'STF— M . - M ImlNu N•t PLAuT hl'Zd I GA.4b ON LONTA-IN.GJL I (,cJS. Cp. STRUT CaoA-'STA �ep,� UNPLJEV AY.EA TO PBGLWE °DRY GGA/i5° LANDS<APIN�. — ---- ------- ------ - - O A..TE 2LVI 610ti DE SGSL I PT10hI 8> %� ►JI ►�4 PERM,; QvI��D. C DICKINSON O � � I ( Ei \4REllOUS � f/0. ... ��._ Lis•-c....rsrT..-, S-a.q-,.�e.w.-�-�,. �*��-' ,_ 6.\V. BON {TL �AI►�, E SaNITA�Y LANDSCbpI �lG f' LA �1 D In n ?LAA TO -- `/ p&Tt PROJECT : VAN WALSM 74 • 02'3 Qpneu)Hng Engtnoor 1— . 910 &W BROADWAY - ROOM(KV 9iLA r/tJ : l4C p1EA1 a OREGON 91203 �11I11 HIM II IIIIIIIIIIIIIp1111I111I111IIIiIIII I111I11t I111I111I1)1I111I1111111I111I1111111I IIIIII IIIIII1111111I111I111I111I111I111I 1111111I1111111I1111111�111IIIIII II III IIIIIIIIIIII IIIc >, .'- ' NOTE: IF THIS MICRDFILMED - I '2 - I 3 4 `15 e 7 _ H 9 - 10 11 12 1 DRAWING I9 LESS CLEAR THAN I y THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 62 02 12 92 52 112 E2 22 12 02 61 91 (I 91 Cl t'l EI 21 II 01 6 19 1 19 's ' E 2 I"••� HulnuhullunlunlnuLNlluuluulUNlUnIuuIIIIlI1111IIOlI11HIIlIIIUIlI1111IIIIlIIIIIW11I10111111I1UII111IIIIlIIIIIIIlUIl111IUNI1111)JtI�I1DIIDIIIIIIlI11DIIII�IIIlI1111II111I11DII111I1111I01WYllw11WI�W1lIIIIIIlOWW11WI111I111IIll11I1111I1111III11III0IIIII MAY 14 J990 r `.)�r'lD=�!leV; b'f�?i'^►t7 !'?�+ Af?f� ')ff�.r•n G'-2 ;� VC,e '1 0•; -t r,In i ,n: ,',arf ho-),-,(-.. c,' V-N i 'FA lo, +i per. .J,S� i t, _ _...._.. . . . ... ---- - - _ - - - --•--Q �,..,; - I �,� ~ _ � ' . . . . n � t, r i 1 . .� ' . , i 1 t _ i r--. �a�� . h �i. l d i n T s.. - �_ �r � tit._- - ---r _ _ _ ~N �''nr.+- • c> >1 1 7r`�-; i r a r ti p'', "�.� c"1 '� 1^t �J c3.• navel nrans J t t, riAl to )n.,1 ,t of » f'r•Fn drPinSn;- r ,jrulRr riHl. F, F!^p 1 i f t a no t ) f, d end nr,!^,, e t. 1 • t.,..i., gird r'i ,.;+ i II 1 T/h. i { !� 1 t �n t�„ „A t 1 ;7n t r.• =` ;.1 � n , , t,'1nc�P!r f'1.,ti r� nnd t,) �°r' _ .._ _ - - _ _ __. 0 a • 1 � r,f trLrIn1. in r slHt` t,,) h(1 6111 tgVr Qf '�4" 1,o 1 /'i" .L I I, •.� �+�► ►,�,. T'7f`k r�r nT ,F-,,n r)pn -ravo'l , 'lr n 1r rsF 4,'T•,-r, •;!rm I n i n! incl . -- - Tun d n t t o n sizes pre based on ,n rr.inim,tm toi,aI lead hAnrin r)'•A,q^�Ir f �f 15Un nsf. plu: increnno 911-)wnrice in a-rordann- t,o Iii-,r, 1.)7:r_, F't'n,ipnt, }.-nrinpf�r *..o 1118PP^.t, finel f,)otinp exc .avnLkon prior to pat,ir.F t r aP concrPte, All Poottni s to besr on f1 rm, undisturbed soil or compacted fill minimi.nr: 1,'." bplow final trade. Notify 4ngineer bF'fore proo-tiding 4 0 FF 14. if anvunusualconditions ar. a encounte-red in the rOOtinpexcavations.b(GE �g,� �, w .P. k" la 0 Uh E 135 " 1� i . Do not AFoavnte closer than a P: 1 slope below the foot,inlrs. - 5. CIPnn nil fnotinp ',rcQv^tions of loose netpfial by hand. 0 J_ Moo _Mj >� "oncrete Poured 1 utz. ltz.� H��t oon—et-0 to +v� op a mintmt�m cor'prPscaive nt; anvth of 'S ,, 0)0 psi. ��!,aYimtml slump 4" for P7Cpoppd noncret@ Find F" for footings and { unPx0OsPd rnncr. eta. ! 1:111pn I and -tire all concrete per ACI c-iden Ansi standards. 1 'i. T'^o�ridP control ,joints in all 41abs at 25' -pax. o. c, each way unless ,tr^t"w'iRc shown on the r)lnn9. jrC I.._. A• p 'r cast concrete wall ppnFls: I 4 - - t. Concrete to develon a mi ni mlrn co ^ ess • e , m.r ..,, ly , strenr�th of .S,,UO p;i . at ) UY �' ' eel t7 he v�irp stress� cG RI' 11 � j II � Prestres-iniz steel psi . final ( 28 days N - -- — -.-- - -- _ i conforminw to ASr-A A-41� uncoated ' 7 ,tess relieved strnnA Peinforcing steel to be A-t115 FrrFlde aU rebar and A-16-, for wF�l.ded S wire fahria. 4. Units to be fnbri.catPd , tr=ay^port ed end erected by methods s wh .S ? k are in ancordancp with th9 PCI standards. Ich __- - • Prpccst noocrete ro-')f units: I _ .... .----. -.._ -- - --- -.- , 1. Foof units to be l�,r „ � T)Ycorp or 10 Corefloor. Concrete to de,!elop e mtn+mum compressive strpn�,to Ps at h of 4,.X0 ' transfer end p000 psi . final ( at 28 d? si , ; • for Core floor, Yr for Dycore and 000 ori . ,, � Frel�tresgin�r gte�l to r 4 I be unn,oa ed , 7 wire stress rel;eved Is•T'end d-ca , -1 I -10'•0 �.. tv'_o"� corrormi np to A'TJ1r A-416. ' - a, Untag to be dp9SFrned in accordance with the Building ;ode riequirp- I I.F\vA lc LF VA L.L. rh9ntq of the ACI end ACI. Provide c;:imber in accorr;nnce with design rPouit enl 4 _ _ Ants. 1 _ __- -- _-- - -_- Unita to be fat.ri entgd in A p1Ant and tr•an3ported and erected by it etpt�Iods whtoh are in accoTdPnne with the PCI standArl�-. �I A�+inf trr, inp steel.F 0 0 R, P L N 1 . 1. n F-P n`'ir _ ,in sb el to be A-615 grade 40. r'lrice fill reirforcinr steel per ACI codes and itnrderds. continuous bars a s 3 diameters m� nimurl. n•gym 11 ri b e r r _ 1. sewn byDO",-les Fi L r h installed All lumbe^ to � g'. / 8= o � o� ? �'-o plana and detai 1 . . r/ r; , wired an i.n^g„col dgn e ps req Grading to bf� c with ri'NPA 1974 standard rradinq rules. A. Joist, beams end strinp-rs: Prada no. 2 Be Bunks , blockinp and mise. : rrrade no. 3 or better C. 7ttlds and p19te grade no. 2 D. 8i 118 + glePppra , motes and ledgers in contact with cpnc.rete to tU41, '�1tK� �'1l�R aRb. SMT cr✓Yi',aG7, be pressure treatF�d Douplasr'ir ^•r r _ ft r ad e no. 2. 3 All 'Oist I 2 ,, �s or bAaris frArlirp into beams or tonders to be supported{ with J' type irnpson rr a proved P Joi, t or beam hangers unless it "Y' shown on plans, AS Pl_ vvr.)ocl Z I. Plywood to be stpnderd (•rade i ith prtpr or r11ue, inr:ex moi^ � /16. I.,ini- u - • m tm nniling 8d r, _011 Fat F," o. r,. pr PAs 1�" o c ' y ' v ��,T Q�P� ) O. C. intermec late bearing6 Ad 1 qm innted heFim9 1. rluQd ACn nnted heamg to bo of F-24Jo grade de' ailed fabricated a rk eronted in Douglas Fir/Larchancp member9h +VrYPA 1.974 standards for glued laminaterd + � 1 I �• AAmlle- nilll. FrIlled lbeemstforhlAl times fabricated with waterproof glue. ��-r n� s deed load , unless otherwise shown. ^MGKiiisc:ellg?nppus stFnl L GvMt', I.uN:H I[ I t. Al 9t -P1 to be A-3F, fahrirg3ted iny +. edition, ccordance with hI,��, Geverit,h L I All weld inrz to he by certified welders. Use E 60XX or E 7OXX electro � 3. All bolts to be A-307. Providq 3t endard Plate washers ander All bolt. . hrads and nuts i.r_ contact with wood. AsDhAltic r.oncrpte pPvin.., 7� Base course: J�'oomPActed thickness ,� of 1� minus crush, rock. IevelinF course: 1•+r rom . 3ct,3d t,hirknp9g ;i/4" crushed rock. to ;i compacted thi nkness class C mix (U ii) Wpel killer to be P I • pplied to baserock Pio �!�� +�t PRt� . ov�t�. rllg+6 �.��r-rrt�. n�r.g oL4 r � F to paving. I 4. hoof roll subprade to verif r 9tebility. F�emovP and replace with i _ r,om gated suitable materiel All soft, gPots encountered.. � General i I z 1. The contractor to verif'y a1.1. dimensions And conditions -- - -. -_7 .---- --- M r P wi n r n and in the field. on different _ I Pro v ir'l a t;_ pm l I rJ rp support for wells and roof tants it roof Fina wtllls , � ;161.Jr-\I;.K� S havta hAen PPrn a p p ntly ettnn,hed t.00zether. - �a�K l -2 FLOOR •uz 1r.V 1-#p 1 el t" S L'8 ...::t„•'1 1 .,t..�O -... AKJ f ( E L K E �I 0 6-W 5 0 t 4 I T� k V, T 16 1... ;Z p, Q R L. — GINS L ,•��, �t �� D b,i �. ' -3 MJ• 'T ' k d f-(; T VAN vY AL TI N______ �L\_j - 74o - o Carlsulting Engineer ��-.�.-✓ 910 S BROADWAY - ROOM D re. 1h,.hl N � 1 602 PORI,LAND, OREGON 91205 w. �• _. .. - ___....�. .. �}q,I11�Rloiwno.nr+n+'I4l!)�eb�'aMx '. fill 111► 111 ,.11I '111 111II I 111 111 111 111 111 111 111 lII Ili 111 1r1 1 1;111 IIli 111 n I ISI 1�1 ISt ill rlt CSI 111 ill 111 Ili til ISP 111 III I1li 1lr Iii Ili Ili ISP 111 Ili ,S1 ill lir Irl 1 . a ' I I I 4 � I l I � I I I ( I I I 1 ( � 1 �5 6 7 9 9 1 � )� I ( I � � NOTE: I F THIS MICROFILMED Rw - - -- - - .. I Q I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- OE 62 92 LZ 92 52 bz E2 ZZ 12 OZ t►t 81 L I 91 S I t'I E I 21 11 01 6 0 1 9 S to E Z Imus" 5 ,nl 1nr11u111U111u11u11111111n111u11�rnrlmllnnluu�ILNll1ti�1{Illlhl�)I(�11>n1)ui11u1�1I�1U1�UulU!J,�I�uulntlhul�ull�l+tl�111�111iIllulrinln111uu1111LIInl�llultUlWl�l�t1�11!111111�1Ug11LL1W11�lllllllulullllll1111u1uu�11u�titWlw�IlU�lu1 _ , ,__.. _,EKY , 14 1990 _ ... ..._...__ _,;_,_'_ --�'�'—'—^r--. _ _ _`------••"+tiY.; - — -.+:?.:_.+..�, .,,-.. _... _.._•__--•c,,,R"n« �,... .. _ -- ._,,,.�;� _,. .._...__. ..w.... � ... ,m._ ....w,�,.. _ _...., .•_ __.•_--'---�_• .—'...�. i.rl"a _.aY..MU. to- _ ....... _ .__ .. ---_mac-a—ars�sc'=—taaz v—=--i--ssr--;.•—c—=c—=r_=— . .. _—;vt=�-=----. --r- __ _ _ _ __ _ _ — _ I i oil 27— HILLL- - — E AST I LIVAT110 N 1 7- I J 1 WEST ELEVAT I0N l _...._ W .:.._� — - ..—.....•-+�:.�..2'`...-cs: a—�"'r:_- �Y .t ¢BS�.^%•.�BF3��w.rtrw '+L." _ �'F!?!'_'�nw.^-__�3 t � w, A. iL Ly 1 Ir � —_ .��• ._- ':�_ ••.,.�.. --- : use, . 1 ! '0 11 �,-�--.-�-,--�� . . - , - ^M�� -1-- • � ( • I I W -. S O UT L I C l_ IVA 1110 l 10 ki 52 , VW. 1'o" 1 , I � I � , I 9i.Ti. 2GVISIOAa flFSG1C IPTImHl M7' DI ( KIW;10w OFFICE W6, kEW 0usE N 0 RTH E L_ E VATI O ("2 S E ( T I ON ��F9PROFF� SAV 150N IT6, RP, - -- -- ----T14nRv , OWL , � 52 /s a 1. ci• c `+o,e�eeP EXTEK102 ELEVATIONS PATE : 7AN. '17 P90JE (T : IT VAN WALSTUN �. 7G -oZ+S I Consulting Engineer �d"• rye w 1 uo s w RRDaowar _ eooR� soi 1 DRA,WAI YONILIND, OREGON 47205 ! ------ ._ �`/ (503) 222-3452 :. omm . . - �II'IIEIIII II111�IIII IIIIIIIIIII�IIIIIII IIIIIIII II IIIIIT�IIIIIII�IhIl III111 tl�ll lliflHIIIIIIIII IIII1�11111IIVIII.III II II IIIIII III II II II III1111111I111IIII/JIII IIIII111 II..1..1111 NOTE: IF THIS MICROFILMED '-----. . _ 1 2 3 _ 4 5 6 7 8 Q 10 DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 9Z 12 92 SZ 02 E2 22 I2 02 61 91 LI 91 51 to EI 21 11 01 6 9 i 9 I9 11 f 2 124 '•••• ,nduulnDlnNIDNLNd11Dlmdnllfmdnnlmdnuluuluulluduul911bDIImIIl1I11WUW Illllllll'pu91IOlIIIIIIIIIIIIIIII�t11I1111�1IHIluI IuHINUI11NIi9�119IlIIlI1111IN11�WII1111�11911WIllluuuuulllfllfllll W WII�U)fIO�IlIll9I1111III11IIl0Ill11 MAY 14 , 1990 I 000 . 1 VT Akv]x � I11lI I IIIII It liIllllT�rrrfTrrn1lnljITll�m�TiTlllif�f Til►�l�ri�llll�ll'i1�1T1iI11fl(tllTlml�lnilalF(fnF�nn�lnl+uµllnl�Ilff rul�InllRlf1lillril'I�riijnrllTlll'�11�'rul�iul�s�f�fllllull(mlinlgttnllul�ullllul11111t111111111IInIII n I I n n I I I I I II I I I 111111 u�� .«:«K I 2 3 4 5 6 7 8 9 IBJ 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q iVNIElIaO 3HL 10 ,IIivn6 3Hl Ol 3no sl lI '301 I ON S I Hl Nft�— NVHI 8V310 SS31 SI :JNIMVWI Z I i i Q I 6 8 L 03W1 I30aJI W SI Hl Al :310N 11111111�1�1111I111111111111111I11111111�11�111111111111111111111111i1t�l�lllllli�.1�111�11111fi�1111111�11i1111��llllll�t111111�111�11111111111�111111111111111�1111111�1111111�11' 111��11111� •� 9OZ1.6 N09380 'ONVIINd Z09 WuUd - OMOVOH8 MS Ott /M NVA-. 'Laeutbua butllrsuc1J ya H rI IS'I H M KI V A _-_ ; 1 )3 r 4 x 1-4 _-- 31-y J y N tJ , `SP\ N11A NiiiNno A isnOliii\il,\\ 371110 NO ,; NIA ) ) , N01_L8I3->riM r1?3,711 a I i ;y I i• `i 4 inoAy 1 5l NYJ INyid1�� N I ii 4 n o .�t t _ it ► •� '` _ ._. .-_..._.._.--- -•-- _ L 'apt �• �f �� rvl �' �Y r I � .O•�D1 o O' �, •O-'✓1 ,.p�__ I i' , L2 IN i 0 I 1 II I! a I� I 1 iii�_ li '011 'd A:�X, 3r3�_t. ,i$fGt I'�`-I + Ole- Ir i . _. _... �•►�;'�-w « .ice i°'+� � ^e,o� - _. _... - --- _,'$.•,��.. -- .- __ . .._ ....___.. ._ ._.___-__---__._....�_--__ ___--� _o�------- - ----�.. -_._----___._ ——a `-- � 7.y � ' 1 + i -� -� 1 i I '4►�.><. �,.•� I I � yr j� I � Q 321 .4 N011WHOO.i 41 rt I 1 I ; I ri I dp ► #sop �;ol �* �G'I Ab l®I ._ ni► 14� •O ,I� •O-,dl ,�d �Oy J �1 �, fir_ } I 6 ' I i _ l rh�b I i Fr I AI. s/b". nl- eaw/4 _#S . d' i ` _ " RFBAR (Ry 14r�) m 6" ac. Q a; CA. STGM gP PAIJIiI ." 1 / ••' L * %11I. 0410 n O16 I G4N2 ) t+ I ! I i L 21/2°. 2 '�i. /IG , • B ✓ - • , ° A 7 r 8 RE%AlC (P 40 - JD SA CORNER. , 2 - M7 . BI REIWR ( Fy •4a) 1-A ?/!I"_ r • ' 11,4' Y/�" S I P6" o.d:" 03'-o° ,o.c. (01 4 :. FA. 6TIEr1 OF PANEL-) �— All. a/BI. 0- el 1✓ .41~ 55, N 31 LE`/6LIN01 Ly 2L•EAFE ( Fy •.M) I'D e,' D.G. "� 3 j R �RouT _ LLNELINGI ClIta T_• �" x' 4. 3"•O°O.C. ,'- SIGE6 sA 0 4'-4' E.V, <, e C It46 C .. a I _IZ . • , 0 2' . . - '} CON l ! I _.__.._ , I -.2'•G . -(o° . O'-lo° FTG. -.. i I I I✓/• 4-SIR B.\✓. : I ' I e _— Q .r M a ?0'-a, T 0 ¢5. 11' I L✓ 13 - 114 TS COL Fx+TINCi/ ?rd 9 I?' E.':✓. / � 4i ni SICE TjgIL � 6EY HO DE I I'I / .. -. .._ll Z. r-i5 - .v-F� •.i. F PERiM TER F—_ 2 COIJTINJUDU5 1=1� 3 PILASTE �2 ATG . SCALc PILI _ n1 — 5� I I �' I �`C7NiTRL1LTION - i ,S-� IG". IZI OffF^ JOWTL I QI _ONT FTYj• in I 9 1 / SAN ELS? SEM P itN� I MT ° WA LL. F.. R: PNO• SME DOT PLAN (iIMIL_IA I 1 ` a • u 11 II II U . 4 N 2 � 5 201.011T { g. _ . - � .-. Cf.,EE . f LAH � � • GFFfCE FOUtJDATi %I�i PLAP.J1 SCAL(• - .._-...__.��,,.`..I,_�y ItiITER IDR FTG 5 REINFdRCIN� @ OP N4. ' �'� s1 r •ru.•y SCALD ___._ .—.—4 ii-O° I/iT PI.AST10- STKIPCiIP") IhI�-Ts c.,L. T COLD G.J. ° X2.4 oT coNT r In4 [NOM. KCY ' . 6° wIs I Q A I. I 'I B: B:. */U' EL4s'6 ,L *4, ?I_Ouev 4'.00 I do {' ; 4 O" o.c• / W1 .4 - 5%8' FA. 6. o C. Sr100TH Go,Alt , I l J .y , i �I , I - i___.--•.rsp,. 1 21 LLR. . , - nn • • ------�� - 0 Y9 _ Q #'9 CONT Ta u � v . .... . ._ �1'r�+17"D,e. � •I I gjd° d PARA f3DLT I ,�II I . ..�•. ` -_ L_ • L • .I E N"It • EDCiE I CUR J. ..a` . .. . . _._ v " ._ Bi..Fv 9LOq 1�. r9Q AIm _ .._ Q'JNC BLAi wj 4� 4'_c ..._. •/ �� •5 ® 12" O. G. E.W. ( �. y l I CURB— l - ASPHALT (SON I•LA N) +- " ' .. r. _— �"L>' _ 00 PERIMETER FTG. INTERIOR FTG. Y, CONTROL JT 9�R_ETAINWG WALL to ENCLOSURE WALL oAT� R��ISIaNs D0i[RIPTION iY � •4 '� — 5 �+ F✓ �_ s �a DICKINSON OFFICE WAREHOUSE �t�EDIPRO""Fs0 S.\./. 50NITA RD T16ARD. ORE. ,0,G " v FOLINJOATION PLAN (OFFICE ) FQLIKJDATION DE AILS <r o•� \� DATESAw '77 PRUJEGT VAN WALSTIIN • °?�H V11NWP7L - 023 ; o w eio, vEnRDOMen2 D1; 4AWN r3Y: PORTLAND, OHN'ON x7205 /t 1503112! '. 1101 _ . .. _ ;. 1111IIILI111 II111111 VIII IItIIIIIIIIII IIIIIIII11111IIIIITIIIIIII111I1111l 1111 II11111 1111111 1111111 1111111 II11111 11111II 111 III III III 111 111 III 111 III 111 111 III 111 111 ryl 111 � "_ - - NOTE: IF TN19 NCL I 2 3 4 s I e I i I 8 1 1 1 9 I I I to I I 1 1 I I 112 DRAWING IS IE CLEARTHAN THIS NOTICE, IT ORE TO TIC QUALITY OF TW ORIGINAL DRONING. I' OE 62 BZ LZ 92 SZ bZ E2 ZZ IZ 02 61 RIILI 91 5�II1 bl fl 71 II 0II�169 L9ISbEI � Z24X IINUM ✓nlunhulluuluulGnhmII1NIG11I1N1IH11111NIIRIINNIUNIINII111II1I11bIN11111I1Ill�uuIIIIIUuUlI11UII111III11IIIIlUNNIN1I11LIIHIlIR1111IIlIIIUNIIIIIIIIIIIOIIOIWIIIILIIIW WIWURW WINIWG1111IIIWOIW WIOOWDODlIll11111NI1WIIWIll11 �, MAY 14 1990 P - - - 'I ! f � � y 1 1 ( I I I •,� 1 I I i I i I f 1 .I 1 � { � ,•i i � i I I I 4.1 IJ N (. 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( G AT *4 y 'LTI- N'tr M14iNIjN1 nwA,,NT � � '2E I iii�,l.G �+l•{ GDIJTL, lWI .� UNi'�.v F Ai!Cn TO 1416EIVZ "DUY �i 'hlib,<,�t" L�,MPSCb►F'lrau , a ' pI � KIN � ON 0 pICEFOUSE. /00 i. raw� Ay. • 'iN ':. • �1 "i, �IIIA►I111 IIIII��IiI�1�i111I1�1I1�lIIItIIIlI111I1(Illlrrl�r�irllf p III1�111�liTil"i1I111IlIIIlIiIlliliIlli-j 1Illlllilllllllll�Illlll'�'I'i�lll'Iti11i�'ililliI'lII1��IlIlIllll�i�1►'�Ili�1� �" :�•' � ^ _ _. 1 NOTE: IF THIS MICRCFILMED i �' 3 4 5 ('o I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ - - - - -_ -"-- - -- - -- __— oe 62 Be LZ Be sz oz ce z? I Z oz 61 61 LI 91 s l t'I e l 1-111 11 0I-1- -6 '-•.-1•-..I9.- �L tyi- -5- bI Ie.. 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Place 3,4 14, +4 1 fi 1 in lifts not to err'e-d 811 and compact to 1C,0'7; standard AASHO finder fintinpq snd to 904 standard AASHO under paved areas and rloir slabs. 0,,-Ipnt mstertnl under slab to be 6111 layer of 3/411 to 1,14" crushed rick or clean pea rravel, or coarse free draining sando p o I rill P t i o n T Foun�lration sizes are based on a minimum total load bearing prest;urr if 15011 p8f. plum Increase allowance in accordance to UBC 1973-29-B. prolee-t Enpinmer to Inspect final footing exnavetion prior to pauriohp if concrete. Al I foottnirs to beer on firm, undisturbed soil or compacted fill minimun IP" below final grade, Notify Engineer bffore proc,,edinr • it' anv unusual conditions are encountered in the footinf, excavations. -i A . Do not PirnmvAte closer than a P: l slope below the footint-q. C F-F I E P5e%v F. f, 1-3 r, , - itinPyPvrtior-,q f loose material by hand. 5k" "Ipp�ri ell fo r (, -)ncrate ( Poiired in piace) 01 %4 1 . All onnmrPte to rl-v,lop a minimum ()npressive strength of 3000 r)si.. 1,1nytm1rn slump 41' for Pypo.,ved concrete and ff" for -footinfrn and )�v'j4r,-rJILL unexposed noncretp. Place mnd -tire all concrete per ACI odes and standards. 7;. 'Provil"llp c,)ntrN1 joints in all slabs at 251 max. o, c., each way unless i0prwise shown on the njRnm. \%1,6,re E 1.10 u L E&-55 E V CoA. -oto ( Preenst) ?rr-(,P.9t c(,nc stp wall ppno-ls: 1. Concrete to develop a minimum compressive strength of 6boo psi . at transfer and 5000 psi, final (Pe dn.vs) U% Prnstres,!:ina st�-el to be uncoated , 7 wire stress relieved stranf-A , conforming to AST"A A-418. 71 Peinforcin,- steel to be A-615 grade 40 rpbar and A-165 for selded �,I jl wire fabric. N� iA rte'P L4. 4, Units to be fabricated , transport d rind ere^ted by methods which are In accordance with the PCI stindardq. V P. Preppst ioncrete roof units: IIIN- 1. Fonf units to be I?" Dycore or 1011 Corefloor. Concrete to de-elop a minimum compressive itrpnFrth of 4,';00 psi. at .0 transfer and 9000 psi. Pinel ( at 28 days) for Dycore and 6000 psi. for Corp fl3*10r. PrpitreRsinr? steel to be uncoated, 7 wire stress relieved st:Mfid , '#--°t i -- conforming to ASV A-416. 4. Units to bn dpqirned in accordance with the building Code Require- tole yrents of the PCT and ACI. Provide camber in accorelance with desizn rpruirements. 1). Units to be fnbricFited in .9 plant and trangported and erected by mpthods which Pro in accordnnce with the PCI sts-. idardq. 1. All ren ,)rein stel to be A-615 Grade 40, F L 0 0 k P L 1\ W 7. Place ell rei-forc4-nrsteel oar ACI codec' and standarls. .1. Lap P11 cortinuous ' bnrs 30 diameters ml-ninfutn. 3 wn 1 1 t7i b e r 1. All salmn lumber to be Doai�les Fir/Larch installed as required on D Ars an �Pta 1q. ep $I. CPO '01.4710, 0rnlinp to be, in aAcordoncp with WWPA 1974 standard rr9din,7 rules. A. Joist, beams and string-rs, grade no. 2 1 , I . B. Runk.q , blocktniz and Tnisc. : grade no. 3 or better C. Studs and DIates: P_,rade no. 2 r. !'Ills, sle,,,perail plates and ledrers in contact with concrete to Ov. OMT, �01<A be pressure treated Douglas Fir grade no. 2. 4W4T, +#AV r\ All jiists or beasts framing into beams or headers to be supported with "U" type ll3irIpson" or approved joist or beam hangers unless ithorwise shown on plans. 1. TPIVwiod to be st-,-ndard Prada with exterior pluc, iT1r!e'X "ini 2 II mum nailing 8d roirron at 61# o. c. e,41veso 1p" (:)Oc, Interme.11ate b I.-a ri n IT. 'A,� slued larinpted bepms cusrorlpir .5roKVICis 0 Is rT, 1. Clue d In-Mpted beems to by of F..2400 �7rndp, del ailed , fabricated ari� erocted In accor,'snce with W'KPA 1974 standards for glued Jrminat j T)oiirlas Fir/T.arch mombers. e( P. All F"llied 1pininated b,-ans to be fabricated with waterproof 4-lup,. Lf 1pmller All beams for 1-1k times dead load , unless otherwise shown. o** 1. All. -,tr,=eto bm A-36 fabricated in accordance with AISC sevF-m-,h edition. All welding to be by certified welders. USc- E 60XX or E 7OXX electrodh All bolts to be A-307. Provide itandard plate washers uniler rail bolt heads and nuts in contact with wood. 4 ro AiDhaltic concrete priving 9qslo course, compacted thicknp,,;q of 1�1' minus crushed rock. Levelinp course: 1}" c )mpncted thl ,-kneso 3/411 crushed rock. to compacted thickness class c mix (0 HD) 7 .1• Wpf�d kIller to be fipplied to bmserock prior ro pavinp. 0, 4. Proo roll siftrrrade to verl-IN, q-t9bility. 'Remove and rpplace with compacted sift table material fill soft s' pots encountered , 1. The contractor to verify all dimensions and conditionq on differenl., In the field. drP10 nps and Provide tpmporpry support for walls and roof 'Intill roof Pnd w,- have been Ppmnnently attached together. T M OFFICE FLOOR PLA �J 010� DJ � ON 0 F I E WAKE0001 1 S.w� 5 0 �4 1 T 1, P. V L 0 0 14 1 4s. 1`4 ow -a i � L�; T VAN WALSTUN P JJ L J t,-W- I 7a, - 0 Z5 Consulting Engines! VANBIOS V- BROADWAY - ROOM 602 I. P k &WN : PORTLAND, OREGON 97205 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 1-1-- 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 60 82 L2 92' W bZ EZ 20 12 02 61 Of LI 91 GI t,I EI 21 11 01 6 9 1 p 9 111, E 2 1 MAY 14 � 1990 _ __-. —tea. ._ __ .._ _-..�xsa•�-nx'�ee=am�s�e'�'�a _ . - - _ _ �'eaS _ .._ .-. - _ _�'� _. -•_._,�_..____ r. .._-r_ .- _ - _-_ _ N� r I I j i i EC� ST ELEVATION E 7 7 I l _ - 1 I 1 ' V E S T E L E V AT 1 0 N N _ . - I I it �.i -. . -. �� j i 1 • S O U T >-I E L E V A T 1 0� ��r° I' �' [1 S E ( 1 I O N --.....Z-7-....r- --- - - - I I I � ' -- irl pi.Ti QfrVISiMN S�4SGz 1r710µ ------ A>•' DIuF- ksoN 0FF' ICE WaREWOUSE N-_ 0R T J-IE_. L E V A T I 0 N. /�" � I' o" 2 S E ( T I D N AF PAOF�fr 3.�� eoN ITA RP. _ _ T1GaRv, ORE . c�`�GI N Rr I s2 /� .ao~ • /� + EXTEK10P ELEVaT -- I4NS DATE: 7AN- '77 PROJECT : VAN WALSTUN ( g, l� ++• �` 76 -0" Consulting Engineet N, y�N W 410 S W BROADWAY ROOM BU L DRI.WN MILANO, ORFGOK 91$05 rSvCjl IS0312223a52 I ----- ----- 1111111111111111111 '1111I1111111111111111111111111111111111TIIIII11111�111111111/1IT1111111111t1I111111111111!I II II II11111111111111111111 VII11111111i111111;111111111111111;11111111111111;111 '•' NOTE: IF THIS MICROFILMED I 2 3 4 - 15 6 7 !!6 9 110 II 1= I� DRAWING 1S LESS CLEAR THAN t THIS NOTICE, I7 IS DUE TO i THE QUALITY OF THE ORIGINAL a DRAWING. 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I -�)�1 A0i�wl,p: C L 100 �� „- °�~ 1D`•O►, ��1 �► �,' �r $ ��+�~ -+�"- jpf Ale _ i OU T�1 N _l N �� L P � �; L � � ` OUT p Sf t, 14> 6. _ 1 I 17L�Ta tc'�Vr•� I.e�*, D>= tiIP71o� _ ` ?yy _-----....111.--_--.-- pICK � NSQf�� U \, 5. \�/, f3 C1 ISI I T 6, R �? T 1&&1Z L, 0 X F. •Ir i 1N owsoN 0 JT E t� 9 0J E.G T : VAN WALST13 N O r _ ti Ir 7G' •ox A C'oneulting Engineer VAN Q r' i14 3V BROADWA1 ROOM 602 w s�: 001UN0. OREGON 91205 ff, f,%3) 2223452 In ;mow �. � � i�Irlrl►I1�1 ..IIIIIIlrIllr�rlrr11r11Ctll'III�IIIIiII�liill hlllillil1111�1Jill 11�1)Ilil111II�IIrI111�1ii1r1111111111111111111�11�111��Irlrlrlrl�Irlrlrl �Irlrlrlrllrl��Ilrlrl"�rlrlrlrlrtrlrtllrll �' NOTE: IF THIS MICROFILMED ►.. .w•----? 3 ._. 14: ____ 5 6 7 8 _____� 9 _ ��1 - I 1 12 J DRAWING IS LESS CLEAR THAN '�—_� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 4 DRAW I NG. - - ------ — -- ' 0C 62 92 Lc'. 92 52 b2 F2 22 i2 02 61 131 LI 91 SI bl EI 21 II 01 5 9 1L 9 5 bI IE- 2 OkIII TnlrrlrinnllIIll nulnsllmfill r�lrulIIIIIIIIIIl�111111111111111UI11r11i)n11i1111111111111� u 1u11n 1w1i111�1)IIJ11u11ultll #htt�ul�I►u111r11{un111911ulluultulll�lu��tll�UlJliill�w,h,lnl 11�1u 111 julluu�llullulluull11111ullill)h,ll ' _ MAY 14 1990 N. __.-_.__w_�._ rte.. ___..,.�_•_-.wwrY+_ I I 1 ' - - r _ _ fir_ _ _ . - __.. _ _ _ _- _ �_. _—,_ , r-- __•.: —�_ �' :_~ — _ --. •_ �r : _ �'- ._ _ -. _ _. N Lj W �i i I { � � ! 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T I G A R D 012 E. e .� pivrz . f"fYOa GT ; VAN WALSTIIN %9 7&_D I3 Gonguatir><cT Enginew 610 S W WADWAY - ROOM 607 PORILAND, OREGON 97205 (503) ?22-34`J _ III fIII JillI 11 I 1II. I � I1Jill IItI111111I111I11I1I1IItr� I1111I1111111)1111111I1111111I1111111111111111I1111111I1111111I1111111111i111) • .... - _ _ � NOTE: IF 'PHIS MICROFILMED ► .� I - 2 3 4 5 6 7 8 9 10 1 1 12 DRAWING _6 LESS CLEAR THAN '•��— `�"` -"'��—"' ---------+r THIS NOTICE• IT IS DUE TO i THE OIIALITY OF THE ORIGINAL fi DRAWING. - ----- -- --— ---- I OE 6? 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BROADWAY - ROOM 602 DQ A�alN: ddb`/ PORTLAND, OREGON 37205 -"...."_..... --- ) 22.34 „ dR94Yx im"I WIN' 1111111 '�1 1 1 I ISI III III III I I I I 1 1 I I 1 I i I .._.._ , � 1 I SII 1 III 1 1 III I I III I 1 III 111 III I � ! III 1�1 IIr'�rlr lIl r�l (11 rIr III Ilr III IIIIIII rI111IIIlIl11I111lIIIlIII�Il1I1111111I111111�I11111111111`IIIIIIIII,II11��11►I11 �1111 �, 8 IIG I I }I NOTE: IF 'HIS M ICROF I LMEU ►..__�._,. �.� 2 3 4 5 6 7 9 � 12 DRAWING IS I.ESS CLEAR THAN I TIIIS NOTICI , IT IS DUE TO tj . THE QUALITY OF THE ORIGINAL �f DRAWING. - — -- — -- _- OE 6z 9Z lz 91Iz Sz 1rlY f ..._.1 _ . Oz 61 61 LI 91 SI tp EI ZI 11 01 a 9 l 9 S 1, ''''1'' a 'I'' z '.1 '►-"-�•l'" ,►ilI1IlIInnlunlnnluH� tnllulllul�IIn11111Illlllllll�l;n �UUlilll�l;IIIII�Il11111111IIIli�IIlllllllll#i�lllrlllJ►�r111�II11I1r11IIWIr11�111HI111rIIt�UIVlWII lilt 4 IlI�1UI►w1�wwW�WuvJ�U��IIWIIW�IIH 14 1990 M