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9500 SW MURDOCK STREET-7 I i r . j REGEPTACLE5 IN EA 10' fsc-TION, I _ r, G .• -7 2 O.C. j' F r1 • J 'WIR 5CENERY GUARD'`.. PERFECIATE PS 932 �j pRt3GOL17E EYL' CALK*`, / RfiCES3ED. Wl2 T? 41V LAMPS pERFrCLITr0PS -.742 6uRFACr IriT6 SATIN CHROME FINISH a g j � 2 77 VOLT CALL-AST W/ 2 T S vW LAMPS 277 K CAl.LA3 7 75 WATT P30 04 901S 1- T 12 4`O wArr MILLE1i 'rKA, SLUGGNT WHITE Cr LOB E- 4Mt 1012- 48RI WIR STRIP W1 ADJUSTA,BLE SOGI«+Vl M�JEAY02 LAYATORY IVRACKET „ ,AMP' CATALOv *' :W-I50A. 41.0," 2 TUtSE , IOO W '3uQrACE . 2 LAMP / WIRE Gt)AkV, IN W PAR 38 WHITE FACE LAMPS W1 CONVE-NIENCE OUTLET MouN•rLC /ILP 2910 -C4, �!1 UBLE CHAIN FOR ANGLC ADJUSTIvtE`N_T. e COLOR CAPS BY OWNEk, , fZiCA.L U TRAGr FI1< uR '� INSY LL9D 4 FUIENISN I6Y SU6- r, p " CON1i�ACTOX ON INT/QRATSD Grw4L, ARI SHOWN: COBE WATTS TU'DE5 FIXTURE DIM. I x 4 6 4 k • �. _:� �� * 3 2x4 R x b � 8 2x 1G 4 4xa i AJ k L M N * z x a KILARK `VL3UF6-200 5TONC0 SEAL- SEAM '� ISO .L. 5M T_ N.OL_IVIAN 207-14R- ,CPY • �I IZ 4X I(o FITTER W F 40 LAMP W€98 * 959 GLOC3E * PL P.3282 4' X �f ' 8� AIvIF FIXTURE C xl` W/ CHROME" W/ 1 F40 LAMP W 2 F40 LAMPS E TO COVER A• BOX / W/ 4S" /Z`' CUSr ALUMINUM LOuvE12 IS 4 X ZD K_I I:L013E M LA 8440-48 RS OR a GLoBr "LA8204-48R5 12 2 X 4 ' SMOOT HOLMAN * 207-24R-CPY W/ 2 r-40 LAMPS 6 6 >td r ALL"LAMPS 4VLONG, RAPfO START. FIxTUICEa W! POLAR IZZ1! LtNS y M 5 0 L L 5 T CEILINri; F.lXTURE, FIRt ALAQM BELL ! EX1STIN6 TWALI TY ELECTRICAL POWER . 6ERVICE p CI:ILIN6� i1XTURE RtCEbs[D. M FIRx ALAQM bf�IlA1L ISLASS — SrATION. T PLAiTIC L6-N5, TO \ ,: _ uUNIOIZ NIGH SCHOOL ELECTRICAL SUBCONTRAcroR. SHALL FURfUl-5H 3' DEEP TRENCH_. BE W4LITE ON ALL _h, • P,G.E. CO. WILL. FURNISH 44 INSTALL .Dllt[t' ,DUPIAL DRAGILIB•T FlxYuttE - 1� FIRE ALARM PANEL. LX1ST'ING P•`P TYPE PRIMARY CABLE �, MAKE UP PRIMARY CONNi:CTION3 AT �j �Y 12 .V _ POLE 4' TRANSFORMEF� DUSK bUTTON. r 3 5 k BRACKET GIXTURQ W OUTLET FIRE ALARM TgBT vJ V.A" �, ,� , I _ _ _' PROPERTY _LIMN: EXIT L CPWT F D u = - NEW) POLE - ® t IRE ALARM GONG W/ LEATHER TIP �_a h `�,��{ 6Y G.I-. CA „= EX ERIOIE U t FLOOD LIGHT 10 �� -w'_� '�-- �_ WITH PHOTO LLETRIC CELL SWITCH on ! ` - 1..._ O-� FLuO1LESCENr FIXTURtE (� CI.OGIC , CLOCK }ANGER Ir ito v OvrLE N WEAL? *R-4-lo c /. I'Fo w �; IUGW 2" CON OU I T FOR UNbER- � '"'-^• P • R I�/ FRAME --- TtANSRORM�R _ 4 W/. PHIL LI 5C E CaeOUND TELEDHONB itJ[Vt '�- , FLUOIZE'SCIRNT FIXTURE EMERCsENGY QUZZZQ, ENS 1 {• .-�.'` ,...,� `. ME1'fiK G COMPARTMENT O PLAST.: i , /f /'. '' /',! DY P.6, E. Cc, „ / AD• 2 b D, S YEE1ON1,�. . R06RAM RN Jo R OGRAM - "S � �`] FLUORESCENT FIXTURE [�Q P NO AND z OWE. • 'G ?� FOIE - - j. -� �� /. +' < r; n MAIN LOAD S F X 15j7—OTN F L GAT OPL COLORS. CGNTER I r W I T H NUM6EIL, >� DQOCsQAM CLOCK �' GRASS 'fK IM •'# . L 0V V E R EXIT WITH DOWN LIGHT F t ,� 1 �_-r��, I INDICATES FmruR6 TYDt ¢ WATTACvF, L ,� ,� By LIGHT G FIh { LAKE, lti N-ESMD ti I j I( (� E4rdglOR SECURI Y AND IN 10 1 TLLBPHONt OtITLIT _ _ EMERGENCY LIGI•ITING FLUSH FIXTURS. 14 CU8TOMI 30ILr WEB1? ar SP-.13, `, i s-'= ` �' G �A><LGI'Ot241EIC I � rLLEDNON6 RLOOQ - GUTLNLT rXL�ANONt TERMINAL CAININ`T. I DUPLEX OUTLET, IZCV �ESIGA MODS FI E J TO (�l-b 20 AMP 120 40 V RN C-EPTACLE. . - , ---- - - l I1 a ' , IN TtRGOM ,lDE/►KIER. LOOK ,OUTLET, SURIrAGE TVPL°. INTRIL,coM SPILAKeQ W GALL F ® OAC WITCH. I / FLOOM OUTLET W1 FLU51-1 COVER. © LOUD 'SPBAKQIZ OUTLET ® MICROPHONE JACK JUNCTION DOX. FLIcIt PG VE FL000. JACK WITw Q r -__ .. , ., ' ! 1 ✓ / + tctl S WALL SWITCH [= INTERCOM CAibmar w ! R, 4 / / .i 1t�, S2 WALL SWITCH, 2 POLe 240 V. WE5Bx994AA W/ 1 - F40 LAMP I RLM � ANDARD DOME 53 WALL .1WITCH , AWAY 1' `�''' '� � MAIN LOAD {TLE:L 5HIELP GOVE'RE;D W/ W/• SLOTTED NECK. � ---.\', � � -/ �-.' CENTER J MONOvANY COLORED, GRAINED PLASTIC NO�N- TWI,ST DALL ALIGNER. � �LI. '- WALL SWITCH W/ PILOT 'LIGHT a 1/2 CONDUIT 5TE M• i 1 (tri C I � ; [�1 ''PHOTO ELECTRIC SWITGI•� DUCT HtATSK W/ KILOwAT'Ti SHOWN �! � KL[GTRICAL PANEL a 5APry SWITCH UNFUSED. MAIN DOWILK *wire Hso^g%D MAIN LOAD E9 CIECUIT 5I[¢AKER TNLI►NlRQRMCR LOCATION - / CtNT&R I81 CONTROL DY OTHLQ' I ® l J -�- PULL tiox. MOTOR LOCATION, tNb1CATE:p HP. � � R,ACKW4Y AlbOVE. PLOOR, " 5 f P 4 *35 G ROUND EL T I ��•-' RACeW�Y ALLOW 8100{*. C-MVEN1ENCE OUTLET PAULDIN(i *I(P;3 OS ) PORCELAIN 50(;KtrT �Q TO COVER 4'" 'BOX DL. A f� PI�DT' PLAIy _ SCA L F_ ; I• , 40' ovC. .D , - ' ,,' JAMES TEMPLOPON G45 o� iNAND r ^ SYMBOL L15 ' p poltrtanlu; IX1'URE SKEI'GNS d k ' 'd PIo. 24a Imo.,E Y PLAN i �.w.N. �ATK' ► -. �ti� PL01' PLAN O"Vml 0 M' MARCH t8 19Gg I t N C k () ,o S G H 'D '�? L DI 5 TRI �L , T N Q 2 3 L AIIG.1o,'64 y ---' A &JILT AA L ,r^� ANNAND & DOONE _ W A 5 H I N G T O N COUNTY QR L (5(-)N A l4,(IS (] 1` TIO/�I __ ASSO(IAn AN(NITE(i1 IrnrNAN t NNttsivi 1" 1 wo, a►n Rlvls�oNf 5033 S. x Rttty AIItolt PORTLAND A boslo P" 1 � � T' •i •t i� 'a 12 VA7IRIN• THE SAME •rRU N16H LIMIf PROT1.ECTION • K QUr DIAaRI1M [ItCiPr WIRIN(s by OTHERS. __ ' .. c ►3 JAW AkLT'LR fYD1tAL I1,L, pNgTiCT10N tI�iTWILLN STET' CONrao1.LER TYPICAL FOR ALL DUCT LOCKNtt OW /►N WIR°6 bA+Mlll" Mit ALL Wep D N�ATIR R. H, WIRE HEATERS. LKT*tL 10 R OF LD fi. r � 6 Gd�ITRISLL11110, WIN'b NY OTHER I• O �t Ub[D. STEP CONTROLLER - j 2'•15 80 TN:ANiFOtMtR MLTtttNb CU&ICLN Illy 06.9. CP. I V4»G 9A`IO - -r , 11;R v 1 C rr j rR NAL F�gi � It .116 56C PLAT PI.At+t ZA-I - 1 I _.._� �. 1 '5PACE IrOAL I I t I I 2A-2 -2 , • 1/.f. PLYWOOD FOR I S. � RTs. MONr-RLE v- O . kS so 2A-4 PA N EL "2 A" 4 4 14 I 2A-5 1. 2A 6 I 2. I• E i OIL- 2A- 7 1 I ZA-4 + 2A-' l ` , CL A s 1 Iw�h ' 'z KAN� � -I' „A,� G4N C3U 1 T POf� . 2- 5r- C •r I' __. -- I - -+ I :� '� ,'.. - - &A. -250 MGM HW _ 'I i`UTUR UNI r�r N6ATllER ' � MEAT1<R HI►ME �+L�►TB. ,, .. .__ ,� IMME PLATA NAMR MlbiPi. ( 7 Ai%K'fORI CAFErprium R STUD pu r- � .-, DUCT LIEATIq -,---- _ . �i GAP 4_ T- t IN NORT-H VAN RM. _� 400A 5d .IW 27-1/ 480V 1 ! T I - T . . k GUSSE[I GUT-felt m- rT CID 10 - 82 SA'3 4 � I " r w T q ANS EMERGENC �. �� oN� ¢ w 400 3j 4 CRM, * i' SU Y I TILN°PH/� • t- t P L ,�.�� 1 I 27T 48aV W VN SURA MT 6. SURF. MT'G► pL rye r L / 277?4d0. V 7lJgF 100A 308w IooA 3 WSW Y � Z- 415 EACH IIMt 011111,1!0,1 �_ �I4cs or so 5 rao 607 3 4W 240 v 120 /140 V 5-250 MCAA ��• 0/O > cSK S CIRCS 00 !► W I 2-15A-31' 1-6 C.-WA-! 1-IA /480Y 1 �I_f�G� Ql �,d` Sly CABLE ON THIS RUN ONLY FURNI3Ni 7 Z 15A 3(7A KRS CIR 1LOAlD E3 , d INITALLEL> QOA-IP 1.8 DY P. Q.C CO 1•!bA 3P 1-fr � < S.114�,� � j l 1'-POA-IP(�ACRE/B•IZ 2-1�1A-'!P ty�ib 250 22[A 20A -20A-1,P 13` ]Zf}AI-IP PA 910 � 3 c d Z t ! _ �� ) , ' O 1-44A-3P- 37.42 » 1-2OA IP(SPARC4 I-jbA- �MLi)'f Il I < 4 -- ! , '� 4 ` I 2A- 10 I I 2-20A-IP(V%RF)20,IG 3 G I-ISA-IP 2 I j 1 20A-IP MCE S- 2A•I 1 "� 3-250 McM RN ) 2A-12 SU13FEED L 5 I ILO RNtV If2"G ?.12 I 6 t I FOR PANEL AIS 9,K'G 300 + I 2A lDG d I RHW 153/4"G 4"10 --- - - �, 2A-14 7 W 3KVA 4A0V I°C 3•G RHW CLASS t-A 5 fi�LA9S CLA1S 2A-I5 ? I PRI 120240 I RM.«3 M. I I ItM+'4 cm.w4 �. . NBATEtz 2A t I -314"C. I . v, 3 e 4 l 2A- i-, +t 4/O Zo r VA 3g 3 W ''�4 Ai RICH!. I I �\ 4410 V P 1, F y �c w 2A-1 b -- 240 v SBC. �1 � T Tj SUM CARRIfORIUM I DUC HEALER �IF�_1R 3 304" PLYW IN NORTH FAN RM 2E-2 120/240 V 277/"0V IN RAN RAA, 1yr4'�C124112 1 r 200A ?Z5 A 1408 STQP U4'UTQA L WI 12 R H W FLUSH MT I& FLUSH MT'G CONTICOLLR • 1 I I --- 3 KVA 277V PRI. 1 t0/240 V SEC. lbw ms GIRDS C.IRCS 34 1 6KK5 l ` ^ 112.c3 t2 K M�, IQ-20A-IP 1-16A 6-ZoA-IP I[25-Z6 ! 14 < ! I1/4. It i-50A_ j9.2 ►9.20 4 1 A7 • u� 3-?0414-IP(SFMRt)�?73240 2'20A-1 I-2Q-?P 37-'!6 EMERGENCY 42,115 I-�o 2P 2o•�I ' ; ► `T-�S t I j '� 1 ' � � PANEL.°IES s zoA�,N s+�r}zFso fi 161 ? 6 i I 15A-3I 34-34 r ^ i N 120 240 VG 2 TOA-IPw►t!<,}41,4 i -20A-3P 31.32.33 - I 36 + ClRG6 EkRS CIRC: 1 -30+1-jF� 21�P43 - --• + --� 39 - -� - 2A-22 Z C;.A35 C CLASS CLAS 2A-23 J -ta4-Ip t {{ tI ivl�'.S It1N. RM•'%6 EJVI, 6. O l / I'r'OA-I F SPARE 2 r .Kt i L _ 1 1-20A-FP%SPACCj34 •,c i 3 C 3 4/0, I� 1/O RN v l � .+SAYER -4 IiK�ATE.I[ 2A 24 1 1 V I I-20A-LP 2A-25 -- - ' l --- 2A-26 6 I Tar.G 3 01 t 2A►-27 . 7 I PULL OX6 2B- 20-21 2A-20 13 I I IN T NNE L ? l 10 KVA 480V -r-- ----- ^�01 2A-29 i PR 1. 120c/240 V S&C. i Z 20 471 2 A- O _ -u - N I r- -"�" ----s c 0 -�t _ z j ! b 21 2 rLOCKf;R LOCKER �.� �epom HEATER P N 2 PANEL '2A'6• SURF, MT'G 0APILtyc'noolocURF. MT' 704 3� 4W 200A► 304W (�fROL. - --- -�=� LIN I r "A" PANEL "2A" H EAT W1 Z, G 120 1240 VN 277/460 V 277/480 v r , SKRS CtRG5 I.10A-SP I-2oOA-bp j . 5-20A-IP 1-1,5,6 EH-FRAM` F J - CRAMIL •r -- t=70A-IPQw►R1)7 MAIN QREAKER MAIM BREAKER 2-20A-IP P 4,B QJC25 0119,[ 4 GR'. INST. aR.INStT � fP � �(�,�� , RM'P 1 RLN.« I, 4• 1- ft- OVA-11117 P I-4'1 NEATER 2.20A-iPa/MTMjLS-IL _ 141614 LIMIT , 1-20A-2P 5.6 Z N PROTEGrlO I-30A-2P 13.1 + �� 1-3OA-NP 10.11• LOAD 5TUDY _ „ r Fr 4-. WIRING 6 I G 3 (oI IIW C 9 10 OTHeRS. T PICAL RN W S-2oA-IP(yPM1C[)7�t3,16 UNIT HEA I-►Ir6 L16•NTIN6 MOTORS W. H rR.CCOMFIis RWYACLES TOTALS -----��- i FOR AL DUGr la EAT S 10 KVfI 480v PRI. /� �� ~AN .r_-.,. ._ 'i''4'� 4ili►- 6 SS'r& 2 -2 - - I 12.0/240V 5E-r-. \ a., s6C t-- --V 9.0 11-57 9.2 4. _ i , _ __.._ 3 T --- I Z8- I 3 26-I?I Ill IAC 2`15 'e" SEC 2 IGA. O 17.5 9.2 q. S A • 7 204.q_ + ,/415 -2 10 4i * RHW vt 1 26-4 1 ' R HW / TOTALS x'94. 5 _ 64 .0 7 9.S &S.a' • ttt 4 J D R N W A PP ROX.i - I , 600A 3Q/4W 277�4BQv SQ(JARE FEET - >i17,000 DUSMD GUTTER' 1 4 PAN f~L c A „ 215-6 - �, 2E-7 - i IOOA 200A It l -- - 20 70A 200A 1 _ f OM - 1" ( � { 24 X 36"X 9" 5E R V 1 C E �M 1 2 NOTE: A40MI Ib A 10 ADMINSTRATION T TERMINAL CAI CONTACT 01 ON ALL, STEP DUCT NEATER � WIRE f 4 CONTROLLERS, IS PIR5T TO NAME PLAT"t - rVUrT.E _.� CLOSL WNRN NEAT IS REQUIKILD. _ '�► 9T� 5TEP CONT"ROLLERS aC 160)0 _ - MAIN dRCIAKCaRS IN PANELS TO 5F_ INDIVIDUALLY I FURNISHED BY MECHANICAL -- - '-` - AND VERTICALLY MouNTILD. IKU ; ! SUeCONrRACTC3l�•� MOUNTED �`_ _ _ a ecfi 0 i OBY ELECTRICAL+ 11/415 90 I I PANELS 'SAME AS set )C)N"2 ' 1 t E,(CEpT NO MAItJ BAIfAKE1z5 I - I 28-1I 7 »4 -) 1 r R ( O 315 W/ 4 4 1 w 4� �(o R11w • j A' t I 1 215-15 Y ' '• ° slcSwst G2INs � zs-16 - � I • 1` , ICM iJt RM•! 25- 2[-2 1 e UNIT w ' O l MY ' 1- �_ L--- FA6MIN�ISATION ADMIAIISTRATION tr�Qy�(J�T.__�V �� __ -_ Duct' NEATISQ ' "wt A T A� G t �1 /�dR N0119: UNIT "b" SECTION E NEAT WIR'G SAME AS +� �` PA " n o ,wC"?� JAMES 1 EMPLE I ON G45 '"0G EXCEPT CLASSROOM NAMIEPLATKS AND WgArERS A 8 WIpI NG AND GROUP THNSTIEUCTIO LAGRPOM I ^M PLA!rs4 ." i, , ANNAhJF) • DIAGQAM AND WLATfLIZS r0 READ 4,IS, AND 6 IN PLALE. \ . O n.. AND 4NEL INI R'C rgktL�tl°D n ��,•� N0. 44 OF I, 2, AND 8. � s, � M .�) D i A NAWK JD. M ellrmmR•1�cN• DAM MARCH 18 , 1965 �. U%�X l ' 5C HOOL 1) T121 C ..T� N ° 23M t `" N �- rON r A 1 ' d v ANN�AND & BOON[ ANCIIITCC1S .._ WA5HI I GOUNT�' OR � t ON �t� psL• eT � ant I A330CIATi A1tN1TiCTS EITN/N • NIIt3TYTTi1 W11� RRMIfION3 3033 S. a Kim Artrrt Iatrlllh I. 0111100 y All � r Ilk- 00, _ _ - - _ •' . . . .. ._ -- - - .. _ _. . ILOOF LINE - �x 1► S ecL�i : t_ L� M'�i RM. R Ri+ ti �' f.. >t 10 r [Ab tt I + i I I t, I i , , I •1'• T 43H N G i ,, -A Y Q U •'f• 5 A AA E ; A S T I--1 E i 0 1 C �" d o x� E , s s 1-4 o W 1 j1 I 1 d I :• + ® ��I >'' CLAIS 40 Y 1 '�•N R. _ cut, INst,04I i of `� ', _ "'� '' ► '� BoysCLS O ' + T I ...•I I C••6 1t-JMow I. 3 , I TI ' N N ac Tl ON Z i I I --� .��. � - � UNIT P� L I•� �!—� T L N G PLAN � _ �;�.._ a' � �.�� _ I _4 T'"� ` Z 'S C A L C• I / 8 . ! _ 0' _•_.... #►1{P-1(&c N 1 i _ F I E 10,11 12 " x!10 li IZ OR � ♦I � . . 70 11N1T "A" F F A. PA,_. NN M �� / IWTVICOM I" WNDUITI alp �s• -•• , �i? - i `�( � I . . � �.. `•� — ', • I 7.S ,,:' -'— .•._ 1�:� , � / may,. ".G''- - , ., . /, + ; w •, ' � .,�. - •i ,' ,y •`~• '- ,.,�" r - � 7/t.\ ,.t -ice .�' r I P1�N>CL LAyo T I G, i SAME' AS -S Tl0 -•�- "^"` "� » • , NTROLLERS CO MOUN,rrp ON 2 M't ' / 3/4" PLYWOOD }33 \ p :7. . 2A- ` I I . ' GLASS CLAf5 ;LASS GL $6 �40-1 tMMRM. *rKG.A53 CLASS GbA55 0q ay . ► ICM. ; ' 10 ^' IIS .✓l . !y 'f. .�` 1..• - I 1 1 . . \ • / A � \ r f, �.. , .� _•- �. � �"_ 'J�j y' a I- , � �,� ��\��,� I l•�. �. /•/ .. '�A• I. , � I � ♦•`, .H t� ! /` ^` Q ` i K. I N r GRZ. IN15 /(., > d �� ` �/ 'I a�►-I� AP 4b-41+42 ^, t• t1\ I "" M- , � 1/' �r � 40.41.42`� � � '_►+- ..�' :...`-T .y.., _ ••r:. � �'�1" o class w ' CLASS - ,� � IWO# /�� r � Ire r j .(• � 11 I RM. 'S 11 } M x.41 42 RM,j12 u � i J I �, �, • - �j 1 AA 22-271' 211-(D . "� 2A��ez•s� `�ys `�tls�,* . i I � .\� , i �� ,, i .. } Iaa,r�� Iscs. 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I r , � I I I I , . + � I I . . . . I I. .. � I . I I L/A-)r- L L 4 1 Y4 s -C` �, ) I / RP► t10..C'RCGUN I�► -+* "..,,,.. ..w MECHANICAL \.l j " fr' v'• P'idl. �$ J� ntrt'cear /' 4 v�f,� ' ', �., •' M fir► T �1 �.. ` 'I I • ' MIMNII�� , MAQC N `� M "' - 5. CH00L D� 15TRICT NQ 23 11 . A .I . . . , - T- I\A � P L L .51 C 0 0, L . i I tS ANN ° �► C +CN A1CNIi;�><s 1hlA5WING7 � N COUNTY, 012EGONI 0 L I � . -- ASSOCIA IC 1 ,Ias . 00 - ,, ow "" Y1 OMf Boss IL IL IL AV*I�rR4 H04,I&ASIA 16 as tL . I �� '� "�� -/ • , A A, NOVIft. aNv-IAAI'" 0.')931 Ad4n*UNI-11W,043 UNV 1VJd1113311H3WV ADAMWTRATION BLD& Sheet Index CHAS F TIGARD KEMENTAR w1 Architectural ItF:MPLE k �'--- EtL�MEhIT' ' .� Ai 7 01(�j AQ KING CITY At) TIOARD A4 IL..,AN - -------- --- --- ... ...... ......... . /46 E- 4 TN Vt '5 Lj i Lr:?i 11�r_;� ....................... ..... . ......... . 'rr i 11 1 A�> -r:I -r- P:LA� -' IIw A • .............. L .... . A1'2 ri,��Am i TAI ' LIS;, . ................ ........... ..... .. .. ... .. . ......... l l / Tp ' Li EF, E�,\V AK V4. M U IP4�< Ir- ........... ... A17 AJO M . .... ........ ................. ....... :s:: :s::; "Ely............ r5v M. W Mechanical . ... ---- ... ....... is ti -TMIS:sz . t.1.%•.0 -X . . vNW, ............ t"x .. ..... . .. .. ............ ... ... .. x ex. -Z ........ ... . Electrical ad .... ...... . . . ..... .......... ....... % 2XX......-COV; v G -71 ALI. SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF BUILDING PERMIT PLANNING DEPT. T,y Dat 0 PUBLIC WORKS DEPT . lb i'UteCwsultants BUILDING DEPT. 4 Date TUALATIN RURAL Y�-� - - - I /� ��.i ' �'�G i FIRE DEPT. Date t PROVFT) FOR C0i,3".-RJCTION C'4*TY 0.41 TIGARD PERMIT # i- 6r D"' LE-:7-5 2 BY GENERAL CONTRACTORS & SUB-CONT ACt,- LOIL-1011%v L ol ,A� TORS MUST HAVE CITY BUSINESS UCENSr 4 (:�V` �� AND ALL NECESSARY CITY PERMITS KIM,; i�� , TO PERFORMING SERVICES,, Lj APPROVED FOR CONSTRUCTION 45�—' CITY OF TIGARD i 'a L)',—A PERM )��SITE ADDRE,99"- 13,jilding must be completed _S� a' according to' codes and DATE 01�- CID" �11 TLE 9500 S.W. Murdock Tigard,Ore final inspection made before B _l____ ___ _ _�____�__ occupancy,, C TIGARD ?CITY OF j' .loon Set no. r CAOr ARCHiT9CTU$vA=D V401NEXPING SUPPLICS CO PORTLAND.n*90001 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 —8 9 io 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Of: 62 92 LZ Q? 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FLOJI :� `.i�f"IC�N ZS'T, 61 IJNGIrPr- t�.>•��,1''t �Lj 24" x 24 -'" i tr'.i'-� K"',7'� GO NT: irW/ CONIC, GOLL^K, Tti'f' �xIST 1 Pif'E= fCAI�� i3w f=—A '' ,ILD OF- ' i ' I c :tiG. EXICT. LDC'. , / R.SN�� f �L,`�.b ' �1 c,j•*-yam. / / - �` _ -- _ �_. I - _---_ -- I I G/ -\T C 1- fir\ 1 \1 I WALK; \ 257.46 25?2;,� / It, zr _C I► I Co d _ / � I •� ` '`,- , � � ,O '` f ! \ -= 2.4 �` • / / fj° ` ��=� 4 g IV. 2•�''!�h.=-, l � �' cam.. �`�.✓' � . iA N ;o\D:,tx. IN(L. ,- L-ry �-- �1 , • / 2- I �Y� N=W CON?�:)Ufi< r Cd 641 7: P- Z 4: -S= L. r1Nc� nUIL- ;Nr� / 1 NMW ff)UILDINC7 • � \ - /� • ---- - , ' C �J C�NT�OL JOINT � '� ��_' �'�f �NION .1JINT •(=� ForAmi 1,°�G 1�'�►.T \ ° \ \ ` ` f v R•T I:-Hdr�z - . WO KV -,%N CJ 1 VEX+C l• \ \� \ J , \ 1 ` \ / • A t t^, s �— \ `• ° Q I • j / coNT - WA�K.Tn P THIGK, 10, ieH i \ \ \ -•�- � / �,,� �_ C CSN G. _ A _ R D I N3 F/\ I \, r LAN 4 . �. . �►!ttl G-4 i' tti1 RtJ7 ;yMN D SCAL y ` n .51 '�hU�-I.JM�ItrD C�INh:yJ_� Z".Z'� CAI.•.) _ X111;'',! NIJ K3�RY �\ o - �. 2I r5op -3 f �t9 W. ",IRApCNIT[CTI)PAL ANO FN!:INf.1.NING BVPPI.I[P CO PORTLAND OP&GON 00.. -..ti.,... :•,.. ,.. ,,.,..y, w,:.;-, N:. ;,.sW6...:... - .yr,,;,, NAgwr •.u..,....... ,.w+.•.;."llflNTMlaar .i_..- _ »:...._..,_._ ,., _�w'�.:.:,w.._. :.r:�IS,h'.,,,,:..... '3:,�t4WID,Z.r�,'s NRGisXurAYii '"" ;'„�. `a,....w�, - ...w....k,,..,..I�•.'q'.' - ___... ..... ., .-. ..., ... .._ • 1 101 11111IIIA 111 111 III III III 111 III Ilt III III 111 111 1(I il)1 111 111 111 III 111 111 III tll 11i 111 111 III III III III 111 111 111 �I� X11 �lI 111 111 III III III 111 111 111 III II 2 3 4 5 6 7 8 9 10 II 12 NOTE: IF THIS MICROFILMED -- •-- ---- - — --- - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL rlM � DRAWING. - .._6 .__. E 2 I " 0c 52 92 12 9? SZ v2 EZ cc 1 OZ 61 91 LI 91 SI bI EI ZI II 01 6 9I--- L C 9 I rulunlnulul�Innlnulnnlnul!uIIInII1111I1111I1111IIII1111NI111111111III►1�IIuIuIIIIIIIIIJIILIIIIIIIIIIII!1I111lIIIIIIIIIIIIIIIIUIlI111iIlLII�111!IutIIIIIIIIIIIIIIUIiIIIIIIIIIIIIIIIIIlIl111IWlIlll�hlllllllllW�llllll.�l�l�IllUllll�lll�llUUIl111IIUIIIWIIIH MAY 16 '49 9 .� 0 `klo•:'o� k •`4�f i� M. 7 A..' I•'.;"1 1,n,T un4x r r i _..., TIGARD DESIGN REVI EW Anri1 3 , 1978 Tigard , City Hall 12420 S . W . 11fain S C . , Tigard , Oregon Site Design Review 6--78 J . Templeton Elemental Aoplicant : School District No . 23J Request : For site plan and architectural review of a physical ecru-- cation f'acil. ity .. Site Location : 9500 S . W . 11urdock ( Wash . Co . Tai: Map 2S1 11A , Lots 2901 and 3011 ) . Site Designation : The site is designated Urban Low Density Residential on the Ti - gard Community Plan , 1971 , and zoned R- 7 , Single Family Residential . Proposed Use : Elementary school gymnasium . Previous Action : CU 32-77 - On December 19 , 1977 , the Tigard City Council approved a conditional use permit for a school gymnasium subject to the following condition : "That a edestrian pathway , beginning at the access point from the LaL a Lynda subdivision to the school playground , be ex- tended In a northerly direction connecting with the Templeton School bui --idings ; loo-ation of path subject to school district approval . " Parking Requirements : The Tigard Municipal Code does not cover parking requirements for a school gymnasium . Since an elementary school is not likely to I raw additional traffic because of the creation of a gymnasium , zero additional parking will be .required . Site Plan & Architectural Review : The applicant is proposing to build a 7 , 630 square foot gymnasium addition to Tompleton Elementary School . The material is concrete tilt -up , and the addition is placed interior to the school site and not viewed from the public right -of-way . The site plan specifies the addition of several trees to the existing 1_ancl,�caping which should have an impact on the site within a few rears . As per- the CJ t. y Counc :i_ l condition , the Schot:) l Distri (t hn.s sub-- mit ted a let tE r to install the required pathways at suc..h a t imE.� yy a. 1 1 � 1 � 141t1t II � IItI11 � � � 11IIIIIIIt , 111 ' tltilit � tltlllill �lll � l � l � lll ' llllllltlrt � ill � Iltltllt � It � tltl � � tilllll � l � lltltltlll ' tlt� lltltltltltltltl � ltlilil � tt � ttilitt � titlilt � tlililt � rli � �� t � � t1 NOTE : IF THIS MICROFILMED �� ,�, �,.�,� — 7 9 1 0 t 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING — OE 62 8Z LZ 9Z SZ 02 EZ ZZ IZ 0Z 61 81 Ll 91 G1 b I E 1 21 11 01 6 8 L 9 S b E 2 t ' �Ir1,1M III II -I II I I- �►ttlttttlttttltistl��I��i�I��I��t�Itttl�tttt11111�111111�tIN�11l�I�Ntllfl�ll)t�.t�1!!)11��!lI.L�II�.U111u1�1��1It1�1.�1�11��1u�1U1�ltll��i�illlt�l.llllllliltlti�il111111�11111�Itll�lulllulll�l.l�tl1►�L�.��,Iui 111 illl�lfll�ll tIl1�J(j�W�ll�l�.Uull1l1�1�I�WI�111� , ' 1990 MAY .......'.�.�,,. "'�""...yrr+,w .arW„'" s°-'r" ""�e.:.if� "aYtyw....-.,y,s<..ow. +r......+.._+..,.+.. .�.....,.w..- ,- .y,y,.n,,,,..,•.r _ ..+u,..._� ....,,,� _.._.:i►.awalq'...; .:. .:� ,..^+.F a,.,,,..,.._...._.,: ,,,,,�ye�: ,ti, _,«..r..._,..._. . hd «, „ _�« -_..�._ . ��rnYYNyYp. i•t .—y TIGARD DESIGN REVIEW SDR 6- 78 Page 2 as the La.una Lynda subdivision- is - constructed . No drainage plan has been submitted . A plan should b- � submitted _ for building department approval. prior to issuance of a bLzi. ldir� - permit . Staff Recommendation : Staff recommends approval subject to the following condition : ,,,,,,,. 1 . A drainage plan be submitted for building department approval prior to issuance of a building permit . Richard Bolen', Planning Director. r , Wee NOTE : IF THIS MICROFILMED 4' S 6 7 8 9 ��o ? DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO I THE QUALITY OF THE ORIGINAL 1 -~ , DRAWING. 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Tim I L.._ Few�T;p�lJ.�1,. �; � � I/�. = j •- O'' �j � + 1�2u s I' - pll ?; /�/�1 I , d,l j I i ' --_.. __... . ... .. . --- •�:�.� 257 . � f i- -- - _70P' CSF 4'n GONG. 15LLAL7 7 gu { I ( t ! !�J"i -roi�Et2At�IGi" IN 101_01 - - - ,r TY f�iC�.l� = \Nl TO �I - �y, '('r 6r- .-A K e C1 - � �,GNG- `�c f'1►�GEz5 j �` ' J SL/h I � � � C <. I I' • I v ! - -- - - -- --- - 5T�•P NeW • i - ... 0is- ----- �. - _ �I�T'C�. FTS - 5/�•n F.�, _;(��31M. � - ! v { Tll. - { E. N 0 • i H� t.L�RI>r� 2 G� 4 Q lo'' IaTcFs. w/ N. N 1 i ,� -� 4 c.or•1T _0 I ��►5 1-,w �� wI IL-04 t-- _- .. 02- iV' I`T� �/ 5 50 � rp x 12." FTS v,i/ 4�►� _ �,...,. ._._. . �_o ti ��'d�SL.j'+I'�257 37' , j 1 .1 '� gG �J ..� v �j ' G.► �, In - -- /`i 08L 6j 8 TI'•�r►N��/ -149 5 12- / - ,i■� t �VW5q, CUT of;, P_,w, -OIL IIJ_3EI�T w �l � of 1L. 3 aoLT' Z, 24- a/c /� 0 o �' o CL r� F I w N T. __ crC7 _� h I r 1 � L_ r7V 1` r I�f - v.w T• I 1 SlwA�j E�3 GUf�'_U p 1 \ \ LA i. Uj Ae 'Tt'L-, GF---------- CONG1TYf�IGAI.. • i�W�L T© i�r/2 `�"I L'► - Uf" r'\` ' I'�°�' '�Q M ' n �'�`�T• F'Pte• � i�O w TcE K w� 1/2" F,�. �N-'27 TI Lam'- U P r M, 17 �c ems► . Hor-LZ, .X' S e fir? 27740 t ►�' N OF= �oNc LcYK- ii Maximum design soil pressure -- 1500 PSF based on total load. �z 4MC, Footings shall bear on firm undisturbed soil V -0" minimum below 0 �' •��/ � I it 9 R@ �G i'�` '` !� �% 2-*� T existing grade or engineered fill placed by separate contract to . U �_ ,� ,- '� �� ,,. _ — '"-! jy / (2 ✓'21.x! x 1211 W - %oli'� 3 -0 minimum below f�xisting grade. Top of footings shalt also I Ir Qr, /' I be 12 minimum below finish grade. 1 1,41 X I©g Ih),'2-�'� G • �_ w. -ss SII- _JN 7eMT3 Foundation design based on investigation i recommendations by , - - M, r,,�i4• "U/�-- I✓ --I c,,,Ippk 4, r� ,, ! + Rittenhouse, Zeman b Assoc , Inc, dated December 9, 1977. I � �— � � ?•� ��. � I L '1 � rerQ._ � N ( I I !J•,I _1 I � C/"N�• 4-- `'"' ( / I Concrete Work: VZ"�G '� �`"� �`1 �� I �' •' ' f; � G Concrete shall have a compressive strength of 3000 PSI @ 28 fe1.1.,1 T <v U" Ap�01 gi..A,p3 -I I days , typical . Reinforcing bars shall conform to ASTM-615 grade 40. Wire mesh � JC)/A"\ shalt conform to ASTM-A185. Use 6 x 6 - 10/10 (6 x 6 WI A/WI A) [L_ AL-1,r - g„ I / 811 { , _ - NO welded wire fabric in al i slabs. Supply wire fabric in flattened - _ - _ � � Z �� ,� - � sheets and lap splices 9" rninimuiu. Lap concrete reinforcing hers . _. - _ Imo,,-�� Q -. �i� �. �+ - 24 diameter (18" minimum) . Provide corner bars of same size and �NW I "'` Few • I -- - -- 12 �Y ,J 2.4" d/� IN TILT-ul+ / '' Same sPacinq as horizontal w,ll reinforcing. Z4 ° g'C- �/, bOw�l...- FtLOM PT6, '� •,\� • to �� .,� �"r�-M -- - - __ _ _ ... ----- - --- I I tD t✓Xit �"N D �.Ol.JM1� ., U!li..i N� h�J 'T"^1 L. --_- ¢ � e Fez�r -• ....... M ZI XPi G� TO w� CI •CADt w11CN1T[CTURAL AND tNO1Nt[RINO•Ur►Llt[ :O.►ORTL AND,OR[OON i MW 1�11 ..w.r.•w«.en,-•,..........•......,a..r ,-. ,..,.,.._...-, i .,.,..,... .., ..._.<n..,,,.... ...r-w:,aow.�tj«:•r.::,iiyrM,m.M,�:..;;.r•w..:..wnn+r�i�•'h. • ;_�, X11 111 ill 11 III 111 111 III ill III III III III III III III 111 IIl III � +� III Ilt III III III III 111 fll Ili III 111 III Ilt III 111 III III 111 III 111 III 111 III 111 111 rll 111 111 ` .. ,• � � � l � � il � lill � il � Ilfilllililili � llllllllli � ill ' 1 1 NOTE: IF THIS MICROFILMED ► ..2 3 '4 5 6 7 A 9 to 11 12 DRAWING IS LESS CLEAR THAN ?HIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 /_2 92 S2 V? E2 22 12 02 61 91 L I 91 S I t,I F1 21 11 01 6 0 L 9 S b E Z 1 alrtra 1►t1111fill 111111111111111Ili 11111111111111111111111tIIIIII�InIIIII111uIllNllllll�llnb�li1111111111�1r(ut1{IlllllijIlJllul�tIIIIIIIIIIniIInI�1HHlal�ll,►1111111►11111uIllulltt1�11tIIIIIIIIUIWII�IUIIIw�u�ll�ltlw� ut�uttlut�lltj��jjilwlluuLwlllll�uhnlllulllwlllt,gip, M..AY_ X990 — y. °nYaastL.y.aa�oe+ :au�,o.-�..�-a�+.ay+ra4y'�•- -- Reinforced-Grouted Masonry alis_: ,' ) Masonry walls shall be reinforced as indicated below and as detailed on the drawings. I I Cesign Criteria : Ulti-mate Strerrith: f'm 1350 PSI Mu r to r: Type S �� 1 l Ate=` • �r�r J r^• Grout:" 2000 PSI Splices in masonry reinforcing shall be lapped(4,/0� ar diametersALTl= and ' -0 r, nimum. Provide corner bars same asrein- forcing. �' " r f10r1Znntdl I'eln- � t -rH U forcing. Reinforce masonry walls a� follows , unless detailed otherwise: 'C - %y `G!' N5 @ 32 � c -a• � 1 i� � _(+-, � Ate,-►cs� � `rl " O.C. Vertical #S (a 4811 O.C. Horizontal in 8' bond beam A G �: c 04 Typical c�r�ening reinforcing to extend 2' -0" past opening. -a y � -,[ O Mead: 2 #4 in 8" lintel block C C � — --- - Jambs. 1 #5 11 i � f �' a %- Ofd S i l l 1 #5 Cc m .► CLCO Os Where masonry walls abut concrete wal ',s use I /:Z" x 10" machine 7-,t-%'L-~7'FZ- -TILT--UP'' I` C Z E -O N bolts in flush shells to lap each hor- zontal bar. 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( 2 3 4 5 6 ._ 7 _- B - 9 I�-- !_ I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL t DRAWING. ,-._ AE 62 9? LZ 9? SZ bZ EZ ZZ 12 OZ 61 91 LI 91 SI bl EI 21 II 01 6 9 L 9 S 0 E. Z 1'�■�*' ' �►rllnnlnnlunllln�llllllruhllrinu�rmllnllnu{Ilrlli1t1I111111r�11111IllrlrltlullulhlnlulrLrll111nnI111JI1ntI1niI11nllu1l1n1b1Nluli�111}�11111u11�ilUIIlUI111�1111IUIlIIi11I1111�I11tII1t1�11111111111t1�1tW111�Ull111111111llIt11�11t1IJ11l�.UIIIl11l�IIIIILW�IIII MAY16 ,, 1990 ...+r.....r- .. _ �..... . ..._._ .__._ •"M.Wecrrl+w �, _ _ �-_.. .- * _r.-.. R a, ...- �.�..ra.-.._. ,rr. rrtaga�l.�n.n Y L 1 r o c U-r- r--1 --- ______ �,�63-'r" __ --- _f =I\��..,�,I#• � ,� v AT, I N• _M�T I f J. M T I N M A77, = ►� , t i AT r- I hJ 1&3 r'9 wwr FIN• ��W F I ham►, T_ r 1 2�o G�I�>'�it �/',Alt ►Tr�i1�At ;C.G wol;ll o� r W$4POW INFI;,.L.. Q V. 111 ' - �- � (� 60AritiC� ?O MATG,;i ' I u I _ U1 N A7jM,5�< WAI 'L, cv„c?, . 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A - HDA MG(P�- IWI:• — - 6 I u UNDt'�I'CG'JT GOOD NO. 441411 _ -- -- _.__ ---- __ _-_ - _ —_ --- - - _- __- - - - - -_ . -h1�"iP�L lL7u�` p12. ' x - - x I's' ' HUS,..METAL. C- Ml HOL. I.AS�,�I, '1 (r� MhJ. ��- - W1 WHIN, I ��•P%T -- - . — - _ -_- _ De= ►_ � � ..._ - _._ _.._____�._-- � r H fes, I� � /�' C �1F'ER I t,. N ;� Mr5"( 12 3'•v 11 Ic';'-amu n I �, II --- ---- -- - - _ Nw VPTALr_ A e*t Hm. M6?Al. '1�I� 'Dim. 3Mt� q � p,t:Mc7VE �f�aTNb Crx�R � '�3AME rrw pll�toV^Ibl•� yToPS � t�Gt,TS IN-0 � WA��.� M�fAV A Blom IA. MOTAV '�J16 511 1. 3HA. dl --- -� _._ - �IF•t�IUVE EXlgTt1� Ck•1D�'S Z �y6,MG` �W/f�il✓I.�OVAi?t-� �1t�P� !i t� -r35 I1�,0 Gt?NL-. WQ�L� 2-1 F� 78 v AO[AACNIT<CTURAL AND¢NOtN[tRI NO/V►PLli!CO.PORTLAND.OREGON y a ,....y- MwW 1 �' ..H NM Wyib v ;.: ,y , III ( l f� ( I I l I I I I I I I I I I I I ( I I I I I I l I l I l I l I I � l I l I l I 1 I l ( I I ( I I I I I I I ( I � 11 1 I I I I I 1 1 I I I I I I I{III l{III(I I I I I I I I I I I(I(I I I I I 1 1 1 111 -_- ' • ON NOTE: IF THIS M ICROF I LMEU - -- - --- 24 5 6 7 8 9 10 { I 12 DRAWING IS LESS CLEAR THAN - ' '---1"w THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORiGINAL DRAW I NG. OE 6? 1,32 LZ 92 SZ bZ EZ ZZ IZ OIZ 61 81 LI 91 SI bl EI ZI II 01 6 0 LI 9 S b E Z 1"'t"" 1 nllunluuluulnlllnlllulllnllulrlllul1111I111111111IQNI1111I1N111111I111111111111uI9111111,LI�IIl1I1111I11llIIIIIIIIIIIIIIIIIIIIIIIIIIIIttI1t11�UlIII1:II1111IIIIlIIIIIIIIIIIIIIIIIIIIIIUIIIIII�IUlI11111ll�Wnllll1111111111�111111ll1jlllllllll�llll�lllflllllllllUlIIWIIIN''' � MAY 161990 .. a ON *Co a sT to ` �.� j -ror� of PARA PC - � i 0 � 1 ) 05Afz .4. ------ 'Im - - - Jo15T- C�>�IrJI=R- -_ -- 1._T UF' C ' !'rUIL.T 'Jf" f �l'l/•lc> y„;. i &LJ lL.-f UP SOP INCA► i wv, FIZAMIN� I �12 SI M 2" 6" CJD, rE ►` C 12 W P• Pure-t-INS I m � N �J . I � 0 Q ,ten, dao h � tiN -�- - I � It N g I 1 1" YaT Z m Q. 10 En O r D-F. oupw i r� 0 ON LEFr'EKc• v NTEVbAl - 25 I L� FIN. a •� • o o c ^U 7n c� - O (, — G.Gr' G. <jLA�r �•� a��ro� � . G� �rPo' J �� o��: • + •��•wo �, �TAIfZS BEYOND / �Cai'�510N GD�;'�R 1 O o'i ,In WJ AU r1,._.•� I - a•o� �" 'V a•� �!•..� • A � 111 ( "• •�� • i�•y �o° �'^ •�t °'� o�env 1f s•• ° oY tVOcrrww 1 ono• •�� V �r •nw�. •rte 5UiLT-1JP P-0rP!h.1G V RIOCSIC IK ULA4TI0N I2_ ACCU✓T�G ME'T'AL. D�!Ic.. I/+ :3 10 r� �.:xA�@T31.C�.IIT..C' - S .._ -..a - -Rt ve 1 1 12�� PL1'Wi7. �3h-tE'_.'1TH G i I NIGH 0LuG7- N2 2A it W/ r ' L PTT � \I I t t I N g U L.^T'I ONd j _ II - 1 �2 11 •war 3 -DUC7- PE'_'NIt7e*\70N -n _ �.� �,• /�►i-; ..�.��' �6 = la CL�I.iG . FJL + I �E:E ANT MIr �!G __.... is - Joe- ' • - --�__ _�_ — -`_ _--— _`__-_- .� � ---- - - 1 � Wb. L7E?�G►C Ei F'URLIN3 LE`rbN>:�' �1'F��U`Y", pR'`r'titi,�� f � _ _ "1 � � f '3,'B f'AFTGLE NpEf+`{MEN� J I` r° � �R D!'J �11v SF12fi1.:CL'7. dP++Ui_P a1l- A I � � _ � f FOFZ —OL-, 0ETALLS rz ` (f r rt �_. jfF1 - ! •�I j l Fw.' 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SZ bZ EZ ZZ IZ OZ 61 BI LI 91 SI bl EI 7.1 11 01 6 919 IS ' b IE Z 130412" sill 11111111111111111111111111111111111111 11111111114011111111III�IIUIIIIIIIIIIIIIIIlIi111I}��1�l�UZ,IIIlI1111II111IIlUlllll)IIIIIiIIIIIIIIIIIII�l111I1111 U1l111111!llllU11�I1lllllll11111IUL1�UllWllllllll)!t�IlUlIlUlI11H MAY 16 1990 A 7, E)(fe'T r-OVERC-0 WALK KCOF-- BUIL.:-- IF' K0,--4w'C—, 15 05TUCCO I Fa I F-, r&m I KA 4 4 ON ?, ��44451D IN�M- 'TC)P OF E5 lei 77- 1010 cog bR&M IZ71 411 rz N 2 rocl 1 '15/ 0 —rT oolr� �) S' Tljr—c:o '-)N' ol CL o- 16"QG. . C44 96 P 4) cl) N7r7— & co 40 cis Pfwii I OLOrK ".1" ra 1=1N. F'_. ZG2.0' 1 670� -Is ------------ � N. LR, 'Z 57,01 I PARTIAL 5EF0Tl0KJ 114- loll apvs� I FA 'Zelgv , 54- LOD 491 At ILI Jt- eCLJF=> F=#�� PN ON 010 9051N 151 -rmr. TOf'Cr GI-U-1-AM &-I. LIU 12 1�la 2-,Ae7 E�L-ocl�'czv. J0145T HAINJCpf-R. w saw TOW IR7 V,T st i OA kn L-L- LV 5RD W/ -L=4 I/zjI m � LZ Z" o/c, ('5TA'e'4�'E sz TOP 4r, rp)o-rTo" ) SCAOf ARCHIT.'LTURAL AND v4riNc rR,FqG SUPPLItS CO.PORT[Ahn Oftfrl)" 114 660.Im Ili NMI a. In 111 011 1111 Il 111 Ill 1111111 Ill I I I I I I I I I I I I I 111',111 111 1 1 1 1 1 1 ti NOTE: IF THIS MICW)FILMED 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. a? 1.2 92 G? fp,2 r 2 72 02 61 al Ll 91 91 t'-I cl zi 11 01 6 9 L 9 s 0 E MAY 16 1000 � �. 9 _ . _ =' �xQ -.�-HOUR R•A75�D _ G.T GD v JH ; C,0 l , PI,O,IG INS' N iC,A 0J2 I V T - GI�� ' r✓l,E� M 1 F:ULI M =R I ---_ `' ��'''-- F'� Ai_ �' 'v�AT' TI LT-jr L_ . fvtA JML."' W) --� %11-r'ACE APPLIEp C cm t MRL=GL.ET --..._ - W01 f�EC.IL a► CLIT FdfkKE wL aj-I}� uRw 1o.I�rs�ETry ! f 12 ; ~- I WOOU �E,a•M Ol 4- o�^ p ca 01 cri EDOQ a g 3�S LMDOWL `�--- -}------ r-1 j;! 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CUT ,L --� M - - r - f 1 / S g'C.:R"! -+'y —'� -� MAIN LOISD Y Pi..' ! ,/ ryAW G�JT EXIT ,'"EM hJ 7 -:-,06 rEP- c J. tp � /r .• �.^-i Jam- �y � _:. `... ` ....- .. � ..,_. ...._. .w.— .r. _- _. ,- , � ` ` �- ^JEW GEM!~;NT PLkS-rR' (5TUCC0) ►J,:'f'E' :;el ►J^ r Ff, - E ' rLASTIFL ALL.AFL-oUH ? c� C ` �d wj M ThL GA�Ir r ALL ARovNp W1 XPC�SEG F'13/1% ey/ 'HT1 L:)( �+ •- lad ��r,, �ttZTc- M E.- !-EZ i 7TYR i 41 1 n ., +_ ice, =tz �1 '1 > t' S +� �- I Mfl�lr-nlR• t7i�3P�N'Si�ia. . .._ f 1� �M 0I 5 x 24 1 I, E wiiGP55 2Q ! - I -- C3R� GANG'S .0^10 ` • TDP DI's �t._IG71�1 3 � � d'�� 15, TYP.I I 1 t-- -- "Ir— N OFLTF-1 " PI�c.�F!N 15H it D CEMENT WIN 3.,r,. -• T•W(7 FlN+5H�C' StDEgw ;i w/ I" iZI4;�,ID IN UL, C4ree - NOTE PL.UM61NC3 FIXTURE MOUNTING h"'I I +' GOLOtC �EL.T c.TSD >3Y AF2Gf�. -- HCIGHT15 VIM,,VN,510W TO RIM OP,LIP � I� / �,ti-.a�, i~i� p,�--- --_ -. -- � '1... WALL.E�Fz-E1krc. _.0 LSM e-kj. , I`;-',!C3.FIR T F I M Noor)95M. sk I ' X _ _ Miµ.- GONG OL.K . +. I 411G.FIR TRI IX4 V.G.F1FLTRIM y ''`- f �� C l Ft5U � � WALL- T� 5 - - t?f�pE4 ►:'fit"_.. 6R�b •- _ MPS f / - -- --- -. '___ -• m i I , + ! j i � !_ ' ,, � - '`'"-� . . ' I - � I ! MIRROR � I i � •� ... _ _�. _ _. i -- ___ .__ I i I 5q�►1°' ,,.5 ll >:j? x �.`f ( ` / sy �-'j� % Irl 24" 1 T YID. i I � 5 TY? r T y -rpm R$C G m PAIL. Ig I I I 1' urattae� r�r�. � NDO ON I F rE �!L 5 L___{ I v l t V � � r.L../ ✓ _I �� Li: w1 W FwPa^ME c 7 NUR"' FIN,FLQ, `SOUTH ' DFG Z: 6brm .i_A'g1�G�TU�j 15N- STAIR 91[)v OF PANEL'S SEE Z I� ''7 I T G.R I 0 F*,-• E L C VXr I O�-4 5 L O E5,E_-7�' F) 114- o;y . �. SCAI> AIICH11'[CTU PAL AHD iH6iNi.CRING•U Prll[•GO r!1RTL•HD. ORLGOH 1 . ,.. r. � 1 I�►I111 �1 I�1 Ill 111 111 111 Iilllilllilll�lllllllllll�lll(III�IIIIIII`I�IIIIIIIII�III�IIIilllilll�ll(j1I1�1I1IlI1�IIIII�Iilllilllllll(III(IIIIIII(III(I�IIIII(IIIIII111IIIIII(IIIIII111 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 8 10 11 12 v ----ter. DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO i THE QUALITY OF TW ORIGINAL DRAWING. --- - - -- ------ - - -- -- OE 62 AZ LZ 92 SZ 02 !:Z ZZ IZ OZ 61 91 z I 91 SI tbl c1 ZI 11 01 6 9 L 9 S IF EI-- 2 131OLDO �ulunlunlunlunllullunlnullnl;♦u1111111III11I1111III11I1111II111II111]IIUnIIIIIIIlI1111I1111,1.lHIIIIIIIII!)IllllI1111II111IIIIIIIIIIINIII111i�L111Ii1lIIUIIIIIIIIIILIIIIILIIIIIIIIIIIIIIIIIIII�IUiIIW11U I1�I1ll�if11I1111�1111111!!i'lIIIIlIIIIIIIIIIWINH MAY 16 91990 ii L 001" ' — - — / I � ' �..EGY�Fm� —INS I L-��.�j — - ':- P•L�. a ALT w I A 4- _ -- -- _ ey 2l I. _>5 _ TR ATION - _ i i -_ n �;�- - u '�'-- _ 27 i.IV31 'f-DV'OF I ,-,, ��/ K- �jH T, M I Q i J.� 'A%L-T I A • - � ' j �-- � = � -� _ -` �' - � to - � to �rp PAS Nt;I. leO REM'NN o DF 6l� it ;i$� F*1* \ 2 \ FICZ N, FL. TO tX)WE41. REIN1 i �- O ;NTv Go►,IG coL. - AI, IA ��N 51v —1 ALr, a 2A E3t7TTpj' 1 O� ��OIM. -2 d � � � � 2 0��'..�if'` o►:51 f�ANl�LS �✓i 3. 3 T' VOWE _ I LL M 7, C� } ► ) I GONG, GOL. 17� % .• I �,� ,� ?�'.�„ �`:� I '�/ �� :/�T• W / J C C w F 3 �' N to�l ` dl I \?,� LEV�b I-O 2-O 10 * I �"§: T y / 6' � of PP. i I a � � � � _ - ; ID, , I ` - g� 10 Ip ITYP.) 5 orP. �` '`=� vpoF PPNGL�I(o 1 - 10 _S Ito) ►O - T .ul✓GT _ L� Ir �I 5..:� 12 � I N I �, .� q- ,��--t- � - /�a--b � �N 15N FI.u�R � -Z•4 _ I - - � � �i I __ _ I �=w• �L, T':7 / / I 2 � \ t'F�Ud�G?' HOR•I�., R�I R N j-+ LCa T TOM G � Z-OM INTO �" GONG, WAIL L. �^ I�`� ,G P•�T?�%�, �I� p�l,�'� �i.T, �, 116, 7' �._. l _ - Concrete for, tilt-u tt II t� ! p panels shall have a compressive strength � L...-��/�'�, I 0► �i �...7- NOT ". - At-L- Pp.N�t..� �s.fzt� LE�/Ai"fw� of 4000 PSI @ 28 days. — F4ZdM INTE4�IUi2, 1/Ii�W O -�. O� A3 k.Ey iil2 D!.1 --r-i E'ET I JD Typical tilt-up panel reinforcing: r #6 @ 12 O.C. vertical , #4 @ 12" O.C. horizontal 2 # @ all ed es --------- 4 g Reinforcing bars shall comform to ASTM-615 grade 40. C �i cT I� I u H, IZ•�1 ►. 2) ;o Precast concrete panels are designed for final in-place loads ,70 ; WI I TRATI�1 Q) .'�T, and stresses: Manufacturer shall provide additional reinforcing �� ' 21 -p' - '361r's . . and bracing if required for transportation and/or erection. �I f I i i lel \ MI �••� r J -5;4k INTO L::�OL co4V IN CZ f M PANEtrI°> I .� ' I N 0 ,�- — -_--v siI p 1 .- • d • —AJ` � bavv�t_. 4 +-�• Ir•�-T-,a _ ___ � -r � lv � � •li!) F— �l • G L-•O�,U'r`n&. � � - � � � V� � ..�. 18 1 I n I I 5 3 ,,,,,• O/C . v I t-e l >� -�N i•O-. 2 '' . I I < C' - ■w cr :Z04 CV W CO 2,� - 5/t3 ' Pt.RA�+OLT� �;, �� • �---- ._�, I x______ � 2• I I I G 2 /Z x 21/„�I • �/ 2 - I/2'�� , ,2'' Nay-soN _ _, r � 2� _ 5;� �f 7e ADIL ARCHITFCTURAL AND iw;tNI FRINr;511{'!•1.its Cr) !'U!ITI •ND PRFr:UN - ,$;-�p,. ,,,,--,,,. ., ,m.:..�'i :. .:..... saa.r• .:,., frxr c •:{,.,_ Mn^r+rw..., .1��Nt• ,spy`. _ _ _..� ... ..w.,.,_..��. r i + •' -• ,-� r II�It/1111 1111,1,1,III,I,IIIIIIfIIIIIIIIII111IIIIIItIIIIIItIIIIIIIIIIIIIIIIII�IIIIIIIIIIlI111IIIIIIIIIIIIIIlII1111111IIIlIIt1�IIlIIIIIIIIIIIIIItI�IIIlIi1�IIIlIIII�ItIIIII�1ltllll�llll►1111) y ,. AINK 2 3 4 5 6 7 8 9 10 t I 12 NOTE: 1 F 7 H I5 M I C RO F i LME D ►.�.�..�. ....,,..-.,.r.._.. .._._._._ ' DRAWING IS LESS CLEAR THAN ---_ ` THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. --- -- - — Of, 6Z 9Z LZ 9Z SZ bZ EZ ZIZ IZ OZ 61 91 LI 91 SI bl EI ZI II 01 6 f9 L'.'.'.'.''••'.'.••I9 SLI•......'' t' E Z 1""'- MlIII itIII III unIII II IIII ln1l11uInIlI1111I1111IIII1�1111IN11�1111I1111�111!]UII�IIIlI1111�IIIlIU,U�IfIIIII1111191111111111IJIII�IIIIIIIUI11ftllllt�ll)IIIIIIIIII III 11111011IIL 11111111IIIIII1111)IUIII1111111U11111tiLIlIll�111111111111JJll1111111U1IIW1111111111lI1lUI1111IIIIIIIWI1111 MAY 16 ; 199Q 9` O� LEtaC��R. w/ 5/B�t PV�R.t.L�OLT V�"� v L- 3�X ��k 3iIG." C[�N'i" *•. 1 - Yrit d °`' -___ _ __.....__ A L-7-m i.N A'T'r "4 a NUN- ,/ __ ._ _ �,. _ �f' '1►.__.__. o I I O AC.00S iG:.) ON 5Y'L, -joteT5 -- \\\ - _ - it- WOO a � � 7• ! jO J c C14 TOP GHc?F�� OF GI �R_ i I Ho�� ►� !�" Ca�.i6 - __ _ 1 I4' - POOL ' . Q I m N FOR. 2. ~ 3/4;' � �. ' _ ',J E••- __ ' -- sS CZ 6), 4 K I/�tt x l _ OIt ,;Y� �1-- a CAI co _ _ I + I l _ M ChN 3/4 . x12 ' I + 51 � I i c m = m vi CN f .Q 2 !p TII.._T.Uf� GOti►G. �'/�Nt_L �-Y�a� h c•� --r l 5/ 1(o" r ?�'/2,t' x 4..I w/ 5>/e5 � HO L--MIL QLJNGf1� •:121 Com.. D ` O TO JHSA,-5LINa �I�IVt7 AS SHOWN 30 ;1 • I I - 5i, 1 PARA w -Tg -7'/1."ojc,, �. _ - CO�IN�C.TI aN ° - - --- -- ---- _ v 0j�$" HOL.t� __.. _ 0.10 o - - _-------•- - _ � �. - w/ _ !t> T Lt7 r-i OLS I'-- �'I(o`I x c .'_ 12 t�rrom MaL7 - '� — __ - --- - _._ 1__ / I i 1\`aI • • - o - - _-- o • , -.� z- Z-�' >` 4'' x o -,011 , ,�ZII ., l • a •� _ 2- 4 CONT. t,) ALL. 1= � „ 011- _-�—_ - �� • d J N -4r,7 I _ oil A r � 11 � I oil Ti _ 1 1 _ I I - - I o - 4• * � v, w coN T I ej I�" 0/G T YP. some t�ow�L ALL HORZ. INTO PI 1 ~� NOTI� errAC v R. TO FIT I i' 0 r J T'IL..T ' LJ�' ��N�L...• CONN TIC�I'`-1 C�ONNE CT'IOP-J� ( �.; 1 � �0 I - � �t� , I L _ 3/�1 X ILn M � —_ �n �� ^ ; - ,� I. ; o �4 0 v 10tt `jTUtJ h . 0 �S ( T Y-P I CA,L -�'`l _� I - J o % a- �' OU35 7510r Iv `•._ �"`. - ------ --- -- Z _ ".4 CONT. AL-L- PA L - -- 1 INS+tits d I • � �!�'_. v° I � ! .� I i S '. • - \, • - � � - (_h moi) \ �- —__ i��d O � (� ' I I I V_J I � � + I _�_- _ s-- ------ opt ----- x �% I X 1 V� 2 I /2 12 N�L5�►r+ !!! �/4 -T-pp `TM i E)f L.,.. I_c� i�l �t3' co r\►1 �"" � '��. �'� 7' ^1 L.- � f I L....��.,..�T � '� ��"T.. i �. �______-- _ n CAD[ARCM UCTURAL AND ENGINEERING�UPPLI!•CC).PORTLAND,ON[OON .-a...... _.�e.� —"R'br�er.�n-Y!aaww 2n•�:o n Nfi ^a�r..rf,cl., c^:y,,., •. M:17IIIAaMpIA�91N1f 14 � "iS.ye_.. "r. Ir1IIlII►I 111�11I111111tIt11I111 IIIIIII IIIIIII IIIIIII III�III IIII111 IIIIIII Iltlll) IIIIIII IIIIIII IPfI(�f 111111 tllllll 1111111 III'111I111lItIIIIIIIIlII7IlI111I1111111I1111111I1i11111 � ' ' 2 1 3 NOTE: 1F THIS MICROFILMED - �- - - '4 5 6 7 _ 8 9 10 I I 12 CRAWING IS LESS CLEAR THAN ----'� THIS NG' ICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I' DRAWING. --- loE 62 92 LZ 92 5Z 02 EZ - 22 12 0? 61 91 LI 91 SI VI El ZI If 01 6 8 L 9 s h E 2 131012a Im1Inilnullnlltullttnitl111111 ul►IIUIIIIIlII11111111I111IIh1111N111111I1itlltlUl1 1111111II��1illIn1111IJhollIII1IIlUIIIIII1111141)4111dw I1 U111u1In11111UIu1�1nI11111IIIII�U11�f111Lllll�u I�IIIIIIII I111IIIIIIIIIIIIJUllIll11�IWj1111Wll�lllllNllllUllllUlllll F; 16MAY1990 i �P/4" V.Com, P l 1 _r$21 M `k/ til-k. �o . �f4 0 . ---- ff► _ C5/65 , �, x 24G, L-AM x g Vv`G: LEi7�a1 CZ. wj !� o I I OIC'+ P,th!►.1 ��2Fn7 ! .� 1'A1 i ; / P.�-'-r6 a, it 5G C v i1 ti q � 32 9' "� 112 ntlfwcr�� u��c�µ�Lnrrl..i��r � ii 57 -PffQL 7 el S ,PL.- V4"x �x4 ,2'1 E.S. 11 a _ _ _� ti� /LQ(, - - y Design Live Loads : w -__ t-- © 1V ---- ----� Floor, Mechanical : 40 PSF ;a w X Iw 1�C�XL _rN i �. �`, o , -- ----- _--- -- --- Roof (Snow Coad) : 25 PSF Basic 5�1, A _ - f-- FL- 1j2'' x 71AZ''X "711 I I Wind (Basic) : 25 PSF I +� ��;-rSeismic. Zone 11 I21� 2 x t1o L b (SOL-TS - 1 � 1 1 d ti r5 V, IN 2- GEL-!_� ----____ , ® 1�l 1�2" x 51, x� I N I � '� ' I � Structural . Steel : i :=, �+ -`'^ �j M, " ;::.16L_ � N1✓ Structural and miscellaneous steel plate, bar, rolled shapes and `TSI" f '4'' j ' '' — tubing shall conform to V TM A36. w/ HL4 Q0 • ' ; GfeOUT FILL F �L.>.. __._ / / `� " 1 , Bolts shall conform to ASTM A307. Welding shall be 1160 by AWS f..t�1��i.r. certified welders. �." 3 yl/¢" x �Nd L --- -► '� {, ,— j2* L° 'fin�v.a , 2. D��T`fl? l "x - / �� HI �� \ / Design open web steel joists , girders and bracing trusses for 25 5 L4 ALU L-,a.M r i6M 1`"', /i -. _ PSF LL b 20 PSF DL b 45 PSF TL. I 1 1 /2 " L I' - o �' v 49 b. / 11 A _ i� �, ��. / Decking to be installed in controlled random pattern: min. 12 •� II I� / _ between adjacent end joints and each board bearing on at least - ` � •�- x I �yrjTL Tues Q r..�-. � H UE'S i 2 I 11�2a , - oil --- " I ca/fin x �' �.AC•� o� ; - ---_ 'i_ _ _. one support. _5� !_._ I -' �- --- -- -- ="[' '37}• 1•- -- --- -� ,F-r �,ot, J� S i s t alis shall be bolted to concrete or rout block with C -.__.� 1 -�-�,•,� _ � ,.,• \I � I r _ 1 Yo x lU ' anchor bolts (� 6' -0" O.C. maximum and within 1 0 of � � 1//44 w -511 }1/2," MY ,Pr�GIG - t t 2 sill ends and corners unless detailed otherwise. � 'Ilk � Joist hanqers and other metal raming accessories are referred to O� CAN --, ry` •� �, t... r.,�g P- �p ho,r gr{ Tkl�� I on plans by particular type a manufactured by Simpson Company, U) j cD San Leandro, Calif. Accessor, s of other manufacture with equivalent Old • Q . , load carrying characteristics ay be used only with Architect's o� J1_ �CiL•�ii ° �- IL1 u'� 1+1WG' �-. _ - approval . tz C C � . b �y �i�!�aTt✓ �; r I I II TY>? �31C� �� - - _ I I I o .� m � `v I @ ! CL : " Toro C)r �- I SIUP��AGE I - - - -. - ✓ I I 1, — - r - 'eN-- �, + t 12 si Tror� _ X11 r;—„ -_-�_---__►� i 1 7 LC DOM -- _ _ I� d ---- --, 1r p. :. I r 4 n� �GUPPE i - lu T0 '311 .T4� 7 ' 1 ,. �/ f SGuP �1Z 2 - -- - -- ------- P?_ _ . . -._..__- _ _ - Pr� -77 -•.., ``,,GRI GKCT �I �'i k n t 5T L I `� { I � t D.�. TO I-!'Jif I 2 U ll1 2 TYP a I - ►.�., ..-� Ill - I /11 Q � i —. -------_f-- - _.. . - 14H __ ; 1 __ . I i2 I �,��• HeP,�� d � c ?� a7 Ia- �� -�' l3.� I¢ H I - j ��f HUG �] _ _ � -- 1� \ IO I - I 1 0cw,/ H Lib �16 � t ,- + � � ` I I�r ✓n 8 N�.�►7EP,6 I � �a! 1 � ; dot I G u+ 13 U'•-+”( 1 -,- i Ira /`n i d ..Y - 1' 6;,� , y i j i�r Cad h1.4'.►�''CJ 1.1WAL QV11 1 T l --� �(' 4! I sly �i ! _. .__-� �U1,.1 -.�r ��1�✓ Uf`► 2 �,IC�ID ,f~��!-�c, IU'`, , '�,��h:. _-_ ,, n �� I i I ( � CY3 _� I I '�x l.t✓t�bG - j" I f�ti..G' 'INA1G t4- 4#, Noti-.A�.OIJ *rG i N N I I f� t�� co � . ...___ _ •�. 12 x i I �►--a10 61 2 Owl!C K1=74 _ 1 V /; - '�� , . ,-. I`� ��, / - _ N e, � 1, -2 '`© L�JhC:i�' I I T.5. 44' x 4. x 3A` gGU�f�lg� iv ;;G(9 P1v1�i� tt K� i f`+� t7o, c'o�r L_ "��l �- - lO ___ W/I4;C l•,A((/.� +- . rF R►DC•��. TD 3 II r�4'+x a \ ! - I AOA ■rw STEL D.51 ?� HUS ,i q _'d 140 �r/ 2°*l21 l.f ':I�; c;c:`��' ! ��n° �- I CONN. A. �T�Fz -r-T- I ON 1 �+ T leve / M " `�� °� I' JUt✓`.�T)TUT E V 1/,U x 1511 a" - i.-AM e m, f=Ji� f � -`'!•„ / \ �� \,, ��}• �h"� TR 11'x) ,��..; � I?� 4 >K I(p P U'f�L I N`� Ej IEsD�S�1�. �� ► ' ..� NLW GST i Rf� hiV O 'tvt I ! '-' _ all. IFW 4 y I(c+ PLJKLINS USED 5MAL ENS `�/4-LIi�A•i�. - �' Wv'GZ MAL.9F%. .L �o�FU,T VENT �) _i✓ / f+IM \ / �% \ � .__�� d�11 V�--� Vi J y .� ' ,GUT �• GLU:�P !✓i�iOf= ., ; `� / �5 ��LfZT F=ULL- �TYR� ;*- . �C?'��'' 1/y x 711 n '/21i Y�/ - I II ��-� . � � . _ , GOV[_'Kf C �LALfK -7 / 2 /2 - I2 h 10" 5TLJ 0 eclr T¢� �`� / %'�I Fl1;Ci;�' i 1-►r�.1 i.l, IGS - 1 1/ _ �X!"HJT �iONC-, WA...L. PL- 1/w Il IK E5 x 4+/2 E ,0. _ - ? "�`' `✓%..1vT -t-T'P 1 �J��u ��•+'�'E�ii:x.T:S 1 L� ((� ,r �.,. C-O` �! 1.. �vr�Ll� �OOI� •u� 0+-VJGLI,• 'rr' * x� 04. Iv w / w x x 9 X11 AL�.� ur�r�D WAi.1L p•1oCfi �'/�J'.�4• � M, d, �\ � IM'a � '� �1¢f�' r ✓�' !�" cltb;. ",L,A� ire I"1'l.&",I& C.-ems•:' \' �5" ..U_�_ N I 271.41' , i p it - f - Q n � . I 11 I t p, 1 W MJI� ,--�; 4 -- 1 ' ` •'� , - - .. � 5 G4NT' 1 ' A ` ,. �fri�J�11 P L.1L_L_ H E 1 ePHT r r IXiU�GP` , i-- Ii PL, I/2 x .55 If x r5' " W/1/4 II ""'" -' 1 { 1/,L11 I1ir)it ` 11 I. ._ .. ... n _ � _____ '.i �.� - ' --- -�► 1 . �► n 1 ' I Sy + pL 1 �,�� 11 -t /-�• .._. ` I fi 5E rr + @ peJl��.IN 1 �� 18 AD[ARCNIT[CTURAL AND ENGINEERING[UPPI.I[•co PORTLAND OREGON '11'1'llI'I'1i1'I'1'I'1'1'I' 'I' 'IIIIIIIIIII'l111I111III11�111111�111111'Illl1'till 1111I111111i1ill Jill 111111111111Ii11Iili1i11�111111111111111I111111111111111IIIIi111111111111I111111�111111I1 , NOTE: IF THIS MICROFILMED �. I 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN — - `-` ..__ ...........'–.. 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I C MIN, [Wt7 \'X I= L IZ r, FOr�Toim* UrAl KVP\ Pr.,y N:57 F:i5) 3 _V7 4�eov 1170 120/ .0ev , otW.f7 0 K S�. I r)T(A F W ITIS _4,b-rHWK1 1-#1 TH W�l (w 6w 05 U m 1\1/1 P,Y 'NNE Pr FAN L I I H TI 1,4 6lip j$ 0 EE 6 1—/\e_L.t—:.S 4,0 Kw I E 0 L)I P NII J IN II 4r 10 wA,,rEm Pej&,-Inw., 415 V vj I L molro#0_61 9 , 2. Kw 5PA,C,r_ HF'1- -nlIr7 1 ' 0 11 IR TOTPII 1 42,7 K W E 4W F_p- `vAi 7;VIIIIII ovi NO T E (7 INTERCEPT 2- EXISTING 3" CONDUIT FROM PAD TRANSPOi MER & EXTEND WITH NEW CONDU',T TO UTILITY VAULT CO. NO. 3642-LA PULL BOX tLUSH IN GROUND. REMOVE AND SALVAGE FXTSTING 6- 400MCM & 211 3/0 TIIW IN UNDERGROIND CONDUITS TO EXISTING CLASS ROOMS. REMOVE BOTH 3" INDERCROUND CONDUITS UNDER THE NEW ADDITION. , 3 INTERCEPT THE TWO TIC FROM :HE EXISTING CLASS ROOKS NEAR THIS POINT WITH TWO 311 C FROM PULL BOX. NOT IN CZIN1goI4V RE-IN-91-ALL THE 6-400 MCM & 211 3/0 TWO TN THE 3"CONDUITS FROM PULL BOX AT OTO THE EXISTING DIST. EOUIPT IN EXISTING CLASS ROOM RECONNECT. 5 - EXTEND WITH 6-400 MCM-THW & 2-114/0TIIW IN 2-3"C FROM ORIGINAL TERMINALS AT THE EXISTING PAD TRANSFORAER TO NEW CONC. PULL BOX. MAKI" CODE APPROVED SPLICE WITH SCOTCH CABLE SPLICING KVI SIMILAR TO 1182-A3 IN PULL BOX. 6 - INSTALL ONE NrW 3"CONDIIIT WIT4 31l-4/0 & 1# - I THWN MFTFRFI) TERMINALS ON THE SECONDARY SIDE OF THE PAD TRANSFORMER (PROVIDE NEW COPPER LUGS & PADS) FOR PANEI. - MAINTAIN EXISTING FEEDER. LANGTON, MEHLIG & ASS= INC. ELECTRICAL ENGINEERS 6562 S.E. Lake Road `' Milwaukle, Oregon 97222 Ph. 659-6394 CASCAOF.ARCHITECTURAL AND tNGINt FRING SUPPLIES CO POP I.AND 01IIII flow 1 Jill pj NOTE: IF THIS MICROFILI4ED 2 3 4 5 6 7 S 9 I I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THh *'11ALITY OF TllE ORIGINAL DRAWING. 0 E 62 92 L? 92 SZ bZ F2 22 12 02 61 @1 LI 91 SI 1171 ci 21 11 01 6 8 t 9 S t, F if 111111-11111 1 Ill 611111111 1 loli Ill Ill III ii ilmilludiml I I I I fill Ill MAY 1619 9 0 G J►J N PL TTc i•�_.__ __--___--__._..____..._,_=�.;� t N 1�l �..to�?'t� 5 W o�k � _-.�:�. _.__---_ _:_.�_.._____�.__ �_ 3 } _ cu L;�i IK D1GATG Ytirx�Zk. REcr✓ r, GK aF" MSN I peLe Tl: � �� A�-T . 2A 2 to, �j '�:. � ! s D1:',_�.�f E.4. �r AI.T�r1 r -- R111MOTIS 12oV. BALLAbT IN F!-U5N — _ ,_._ _—.. " j. v �- WTK. 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UF_k11A 0 2AtoN4� wITN I >✓� ,w � Fob 3 LocATI`c�r�� 7 I _ � , - "__x_"__ � 'yr..-- •�--�- N�:��t h�.I._ 5o U I�:�� G Y (V1 F L C,� O t''� �'l_A N - <_ . �H-r 1 t�I 4 _ —r �._.. •. � /•/ Y.IT FIXTURE �LAL_1= '16I' = I -O" N � \ SC,A L E jb " = I'-C" - . - - ---- N 5,T4.I�_ 'I XTI.?�' ry `J/ P S F� ` C) J&,L-: r=P N A.- r_�� -7-A _54, � w D V.K DEL�IIT l5,p YD ��n T-G N � X 15T. • i io FIxTL'R.L � o.PCEr, ^. �- � -21' INSUL • --_ ___.--_ -----_p AGK.I r�� / ( /,•- F I XT'►_� EKY . _.,..�.. � '" i " .T 5• " 1 LANGTON, MEHLIG & ASSOC. INC. ELECTRICAL ENGINEERS 6552 S.E. Lake Rood Mllwaukie, Oregon 97221 Ph. 659-6394 .6CA0[AAONIT<CTURAL AND■NOINERNIN6/UMt.I[J CO,PORTLAND.ON96ON - - - 1 e� �I�III�IrI��IrIrIII111IlIIItIt�rll�IttI1tII111IlIIItlllll��lll�ltl�1>>IIIIIIII�III�IIIIIII�III�IIrIrI��rI1111rI1111rI1I'IIIIIr�rIIIIIrIIIrIrlrlrirlrl+��IIIrI�III11rIlIIIrI�r�Irlrllll�rllirll � � _....,. . . . 2 3 4 5 6 7 8 9 I'0 I I 12 NOTE; I F tH IS M ICROf I LMED DRAWING IS LESS CLEAR THAN - - --�. THIS NOTICE, IT IS DUE TO THE QUALITY OF TFE ORIGINAL DRAWING. _ I 0E 62 82 12 92 SZ tr2 E2 22 12 02 61 131 LI 91 SI v EI 91 II 01 6 .I9-.-.' L'--.-'--- I9 S t, EI- ? I��•iM I�ulrurllln�lurlurr�rnilun�nlrlunlnnluulunluulnllinulnullnllllUltlllllrllllllllL(IIIIIIIIIIII�II!IIII1111111IIIIlIIIIIIIIIIIIIttIIIIl�lllllnnlrrulnullltlllll�tl��IIIIIIIIIIIIIII�tUIIIIIIllLW11Wll11111111111f1111L�1ll�IW11UlIllll�lllllllltlllUI1111III11IIWIIIN C i AY 16 . _: . 1990 ....,...r _►.�.__. . - �,,,.wr_ __.»�.� ..�y ,__ .w . .,,MYb ,.,.,,mow,.. _ _ ._ __..s,,c r.. ..r..-_ . ._ — _. _. �„n. __ _... y _ ..a,. . _ _ __ r.....6y y_. •ors,