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16200 SW PACIFIC HIGHWAY-34
BUILDING CLASSIFICATIONGENERAL NOTES _ ABBREVIATIONS i I " CONSTRUCTION TYPE: TYPE VN g ANGLE ON. DOWN OCCUPANCY GROUP: B2 Washington JAN NIT JANITOR R. RISER } i AT GP. DAMPPROOFING JST, JOIS T R.A. RETURN AIR `� M u 4 u 1 4 CENTERLINE DPR. DISPENSER APPLICABLE CODE: 1988 UBC WITH OREGON AMENDMENTS 1, DO NOT SCALE THE DRAWING. RAD. RADIUS I E CHANNEL DR, DOOR JT. JOINT R.B. RESILIENT BASE D PENNY DS. DOWNSPOUT R.T. RESILIENT TILE PERi'Eh'71Cu-AR U.T. DRAIN TLE FLUOR AREA: 3390 SF ��r�a n C �a PLATE KIT-. KIICHEN R.D.RDROOF DRAIN 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK, DWG. DRAWING RE-. REFERENCE Group d POUND OR NUMBER DWR. DRAWER K0. KNOCKOUT REFL. REFLECTED $ DIAMETER KPL. KICKPt_ATE OCCUPANT LOAD: 3390 SF - 100 SF/OCC 34 OCCbPANTS. SQUARE FEET REFh. REFRIGERATOR E. EAST REG, REGISTER 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE BINDING \ EA. EACH RELINE. REINFORCING EXITS: TWO EXITS WHEN OCCUPANT LOAD GREATER THAN 30 A.B. ANCHOR BOLT EA. EAPAM�It�Fi JOINT LAM. LAMINATE(D) REO. REOUIRED OCCUPANTS t TABLE 33-A f. AS IF REQUIRED BY ALL; THE CONTRACTOR SHALL COORDINATE TO COMPLETE THE WORK. TIGARD OREGON A/C AIR COWITIONNG EL. ELEVATION LAY, LAVATC+t?Y REV. REVISION ACOUS. ACOUSTICAL ELEC. ELECTRiC(k) L.H. LEFT HAND R.H. RIGHT HAND NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR' TO CONSTRUCTION. AC.T. ACOUSTIC TLE ELEV. ELEVATOR L. I FNGTH, LONG RM. ROOM A.D. AREA DRAIN ENL, ENCLOSE(URE) I L. LIVE LOAD R.O. ROUGH OPENING BRANCH C BANK ADD. ADDENDUM EQ. EQUAL LT. LIGHT R.O.W.ROWRIGHT OF WAY LTL LINTEL RCP. REFLECTED CLG. PLAN ��pp,,,,�� ADJACENT EQUIP. EQUIPMENT 4. DIMENSIONS ARE T!? T'-:E CENTERLINE OF COLUMNS OR TO FINISH MATERIAL UNLESS OTHERWISE NOTED. ADJUS. ADJUSTABLE ESC. ESCALATOR LVR, LOUVER S. SOUTH A.F.F. ABOVE FINISH rLOOR EST. ESTIMATE MARB. MARBLE S.C. SOLID CORE AGGR, AGGREGATE EXCAV. EXCAVATE MAS. MASONRY SCH. SCHEDULE 5, DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL. INTERSECTIONC SHALL BE LOCATED WITH THE EDGE OF AL1, ALTERNATE EXH. EXHALIST MAX. MAXIMUM S.D. STORM DRAIN FINISH OPENING SIX INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE NOTED; ALL OTHER DOORS AND Callison AL., ALUM. ALUMINUM EXIST. EXISTING M.C. MEDICINE CABINET SEAL, SEALANT ANOD. ANODIZED EXP. EXPANSION MAECH, MECHANIC(AL) Sb T. SECTION CASED OPENINGS SHALL BE CENTERED BETWEEN WALLS UNLESS OTHERWISE DIMENSIONED, APPROX. APPROXIMATE EXT. EXTERIOR MED, MEDIUM S.F. SO DARE FEET ARCi. ARCHITECT MEMB. MEMBRANE SH. SHELF Architecture ASPH, ASPHALT MET. METAL SHT, SHEETr Programming F,B.O.LC. FURNISHED BY OWNER MEZZ• MEZZANINE SHTG, SHEATHING 6. ALL WALLS ARE TO BE FIRE BLOCKED AT THE ACOUSTIC CEILING, UNLESS THE GYPSUM WALL BOARD IS Planning I MFR, MANUFACTURE(R) SM. SIMILAR CONTINUOUS TO THE ROOF DECK, Interior Design INSTALLED BYCONTRACTOR M.F.B. MINERAL FIBER BD, SL. SLOPEP ra ii;te BO. BOARD F.D. FLOOR DRAIN MH. MANHOLE SP STAND PIPE F.ET. BETWEEN FDNC FOUNDATION MIN MINIMUM SPEC. SPECIFICATION BLDG, BUILDING F.E. FIRE EXTINGUISHER MISC. MISCELLANEOUS SQ. SQUARE BILK. BLOCK F.E.C. FIRE EXTiN(:UISHERCABINET MTD. MOUNTED �.S• SERVICE SIN( BLKG. BLOCKING F.F. FACTORY FINISH MIL, MATERIAL S.STL. STAINLESS STEEL FM, BEAM FN. FlNISH(ED) B.M. BENCH MARK FLR. FLOOR MULL. MULLION STD, STANDARD BOT. BOTTOM FLASH. FLASNIN G STL. STEEL Suite 2100 Suite 200 BRG, BEARING FLUOR, FLUORESCENT N. NORTH S'rOR. STORAGE 1420 Fifth Avenue Ix Avenue BRZ. BRONZE F.O.S. FACE OF STUDS N.I.C. NOT IN CONTRACT STIR. STRUCTURAL BSMT, BASEMENT Q.O.C. FACE OF CONCRETE NO. NUMBER STRUCT. STRUCTURAL Seattle,Washington Sm Diego,Colifornia VICINITY (SAP 98101 (92101 619) LEGAL DESCRIPTIU`NN FAX 6 -623-6 FAX 232-3233 B.U. BUILT UP F.O.F. FACE 0� FINISH NOM. NOMINAL. SUSP. SUSPENDED F.C.B. FAC[ OF BRICK N.T.S. NOT TO SCALE F.O.M. FACE OF MASONRI T. TREAD FAX '106-62 -4fi oocww .umd"Y•ddt.Kt FP FIREPROOF T.B. TOWEL BAR CAB. CABINET FT. FOOT,FEET TEL. TELEPHONE C.B. CATCH BASIN ATG. FOOTING O.A. OVERALL TEMP, TEMPERED -� _ Th.C bon Partrlarahq Ltd., c�rpor•tN• —S w� iiwc� 8 a»r- Eti CONSULT►1NTS rn� �trr u*. '� I ANN si JT•� f L�r� �S N TERR. TERRAllOyxc. aRoo>K N A .uT �` CEM. ( MEAT FURR• FURkED,FURRING O.C. ON CENTER m J CER, CCRAMIC FLIT. FUTURE O.D. OU FSIDE DIAMETER Ap TEX. TEXTURE(D) 1 ARCEL 1: I . Z 1 _ o • �> a• KNOLL DR C.G. COf,:JER GUARD TAG. TONGUE AND GROOVE ---- WrT_ I :i""- ' < //fT �f i• Z � .�r''°�' d,� ti BEE F.R.G.F,R,G. RBERGLASS REINF, GYPSUM O.F.R.D. OVERFLOW ROOF DRAIN I ✓V a» '� � s .« �'r n N4RfE CT' � '' � rI►•CT'r KL ERROL sT ` L1,•F � eG 4 F.W.C. FABRIC WALLCOVERING OH. OVERHEAD THK, THICKNESS) That union of Lots 18 and 19, WILLOW BROOK FARM, lying within the Northeast one-quarter of 21 WALNUT s,� ,�.,L>,� �• w �Nr QT} �. �,v tir� ` CHAMF. CHA4 ER THRESH. 11IPFSi�pLD P Y g q - N� C RfaEN ST `' kf C' CAST IRON OPP.H. OPPOSITE HAND Section i5, Township 2 South, Range 1 West of The Willamette Meridian, in the City of Ti Bard, Cunt I CJI a 'I ' CANT-IN-PLACE(CONCRETE) GA, GAGE OPNG. OPENING T.JT. INDEED JOINT P g b Y fEa"` S4 I u ALAI_--� FON R 3� e� G CIRCLE GALV. GALVANIZED OPP. OPPOSITE TKBD. TACKBOARD of Washington and State of Oregon. _/� FERN � I m I s rr: � T•► � �� v N v loz YrTK RO � ! r T.O.B. TnP OF BRICK _ L•"'J AMES CT �, V- 4'�r,CT I KL k'} tIG� 'W�3 J �CR AV CONTROL JOINT G.B. GRAB BAR O.T.S. OPEN TO STRUCTURE . f 01 DERRY DCl I T +•` yn C CEUNG GEN, GENERAL i� N _ MARIDn Q 4 TV, TELEVISION r� � 07 � q� ��j, 7 CLk, CLEARANCE) GL. GLASS,GLAZING TYP TYPICAL o I d o_a� �v o °'NK �*v '^=�� t ( F C.M.U. CONCRETE MASONRYUNT GAD. GROUND PASS. PASSENGER TOS. TOP OF SLAB PARCEL, II: _- P.B. PANG B/R 1 LI �• ��w,( F g y� COCJK ST 9 CT tj w CNTR, COUNTER GR. GRADE, GRADING P,BD. PARTICLE BOARD 1.T.DPR. TOILET TISSUE DISPENSER ;"—J s�'�'{ �4P -�� `� zWr cr(gT�- �°s�''� •'�T NOD LN , V C.O. CLEAN OUT G.W.B. GYPSUM WALL BOARD PERF. PERFORATE(D) That portion of the Northwest one-quarter of Section 15,Township 2 South, Range 1 West of the C-1 r o I , 7 mar` /FAIR .rnws� .� ,I. a o-P EO�FVKX) ►� y GYP. GYPSUM UNFIN. UNFINISHED I o R sE VISTA/OR rE...ouWT WA7 COL, COLUMN PERI, PERIMETER U.O.N. UNLESS OTHERWISE Willa,nette Meridian, in the City of Tigard, County of Washington and State of Oregon. A L �o�ryrq •� L''- 1 �zENt L� �� `n'LLN'� �° NILE„Ew CT ; Q, • I CONC. CONCitk'r GFRC. GLASS FIBER Rt INF. CONC. PL, PLATE NOTED L CONN. CONNECTION H.B. HOSE RBB I (i �I _ P.L. PROPERTY LINE SE LN NIGH OR DR N I I I GAaROE ST ' tiR.°l U`I �� 0 NC DONALD STI CONST, CONSTRUCTION H.C. HOLLG•, CORE P. LAM. PLASTIC LAMINATE VAR, VARIJISH 1 I< pST- ouNY N L? �C gN>!EN F.-POSE STnFLROS_CT .-'—� , r� CONT. CONTINUOUS HD. HEAD PEAS. PLASTER VEIN, VENEER �' I --� I Lr u”-:' S� =l` / T-„�-°'* 1!° o tT ii i „r ra NNC(T r �'� aoa.°yCn G" „ -J,IOUNTSINVIEwa 4 raNNO C IFI 1 C' rC� C J a•:. I C I^I 3 LN GAEfIgE :-ca �L[MRwn PLWD. PLYWOOD - n I L— " _�'f:a tir IIT J J CONTR. CONTRACTOR HDBD. HARDBOARD I - VERT• VERTICAL I 11 ( =) * G �- CORR. CORRIDOR HDCP. HANDICAPPED PAL. PANEL VEST. VESTIBULE I KILOf cR ti sw�o view TER. r.. „ OF41 .ROC C -1 I '�. s :Q ,� of fq INE' ST O1 z ,r _ 80nITa� I RD CPT. CARPET HDR. FEARER AIR, PAR T V.G. VISION GRILLE I I 41 I R7 LN pc,ABROO» IrMC•ROcrlt�f.' • CT S W m K!!L4 rWALIrr- v CSMT. CASEMENT HDWD. HARDWOOD P S.F. POUNDS PER SQUARE FOO. V.W.C. VINYL WALL COVERING - f I ( e LL NT AID I f L ` i ','c „� ;v +�`OG9a°°K T PROJECT LOCATION C.T. CERAMIC TEE HDWR. HARDWARE P.S.I. P LUNGS PER SQUARE INCH t =LTM IjMURoocK s ....> > a,�Oj c. ♦' I m r 7°N ¢s: i Q A I P Y„CS Fes�� HORIZ. 'co, CT `W"Q.:u�' CTR. CENTER H.M. HOLLOW METAL PT, POINT ! or. r c M.InoNTE o>a o( ,...�I a `� I !'� .,,,!• ` CT�7 �'•' `s Z'% : 1 -- I, -I N.»ILTNL[StIE RCSK. COUNTER SINK HORIZONTAL P,T. PRESSURE TREATED W. WEST , WIDE -CU.FT. CU$K; FOOT PD. PLANTER DRAIN W/ WITH �'' �'S I 1 ` "� CROWN D: �o I016•`”" F? FoHR. IiOUR �' L< a o ouNElrn CU. YD. CUBIC YARD PTN. PARTITION W.C. WATER CLOSET a� tat C a o� sarTLER ¢�f o' o� a a.,0 h W I fwNCR- r m Q i s . KING : ;� 4 e HT. HEIGHT PAVEMENT WD. WOOD _ I - s�F to LE n '4 i 1 rlEu CT KCNTon o ■ REVI510N5 DEMO. DEMOLITION HTG. HEATING PVMT. >I M CITY= o" °�^'t� L,; , a H.V.A C. HEATING/VENTILATING/ P,T.D, PAPER TOWEL DISPENSER W.H. WATER HYDRANT <' u i cR cslot L» a = ai.Wlro r DBL, DOUBLE 3 •►* ",, �w� gym, ; :T a -HL1*CMLL ba Q' wLLO•�- � V r LL ��1- P9V�'1 I / c Kl. ; I No. Date Item 0 S N'T '• t Bono TT! AR CONDITIONING P.T.R. PAPER TOWEL RECEPTI„AL W/O WI•i ROUT _ a F`J.;o •E yo✓�8 „ s —- (�a..uRavoR� ,' �� as ' ,P ��I •`f V%,, = vc ST 4/27/92 ISSUED FOR F'ERAAIT/P,ID D.L. DEAD LOAD , WP. WATERPROOFCING) I I I — J — H.W.,,. HOT WATER HEATER Q.1. QUARRY TILE W.R. WATER RESISTANT rn •„r, R LL ST f h p DURHA�_ CT RD a GET. DE I AIl �'"Cr. F•F. ye 4v Q� 0 I� w Eowue Q s r ct" sTRaTrcRo D.F. DRINKING FOUNTAIN WSCT. WAINSCOT T Lu oq eE s. �� I D-H. J(x1BLE HUNG WT. WEK�IT I r' 4 ff C "Q LE .+- rI ASF °" a w�H. ST 0� a "L♦ �J^ -- — — D �/�(� I.P. INSIDE DIAMETER W.W.F. WELDED WIRE FABRIC `�'1 c' oc,aw�, �f 0•JdGE•aR9 1 n�NG� _.•I C„.TOW ... ,+_ , DIAG• DIAGONAL �� 6K"SOr' W J •' _J C• l L�,H D Jy �t DAM, DIAMETER I.P.S.IPSINSIDE PIPE SIZE TKC"DR � =� � ,+,,. ( I oy'� - -- — NCL. INCLUDING r JaME� K.= T..— -” sz2N. K Ion » NOR OCCw`. r! -x Z S^t 7yM nS DMA. DIMENSION I II = r W y � _L- „u"„'u." Z . NSUL, INSULATION _I J R,y� cR ,„ P •�� E N r s •_ DIV. DIVISION NT, INTERIOR _ ` f 4 -•T f =I ) � 's �' Kth yam 1 aFrcr LY NV, INVERT 1 jw F IrlsrNrG rYJ w/ - �-1- � I �r FI✓ M• F��i I Rly.. :*AT� son+� -t �n'4vChD0 s ,JVRrrn✓ii~ r/ �� I V H�Ytf9 NI C. REFERENCE SYMBOLS INDEX OF DRAWINGS B SEE TITLE BLOCK FOR REVISICN. STRUCTURAL GPID LINE 2 MOST RFCENT REVISION REVISION SHOWN CLOUDED. _ '-- --- �- AL I GENE RAL INFORMATION —DETAIL_ NUMBER (OR LETTER) A1.2 SITE PLAN Ar�+ 1 ■ APPROVALS DETAIL —DRAWING SHEET NUMBER A1.3 SITE DETAILS OMI "clnra HAMILTON/NORMAN NORTH A2.1 FL70R PLAN `W �ETT`;R• • _ A.3.1 REFLFCTED CEILING PLAN ` _�/ Project Architect SECTION NUMBER (OR I-ETTER) A4.1 POWER Ai,. COMMUNICATION PLAN -` w vrr� WALL SECTION �- DRAWING SHEET NUMBER A5.1 FINISH P!AN IE D,awn — ADJACENT SHEET NUMBER. - --� - — I MATCH LINE - Ati.1 ROOF PLAN qW A7.1 EXTERIOR ELEVATIONS Checked — SECTION DESIGNATION (OR LETTER) A7.2 EXTERIOR ELEVATIONS BUILDING SECTION — DRAWING SHEET NUMBER B A8.1 BUILDING SECTIONS CITY OF TIGARD REFERENCE TO DIM POINT A9.1 WALL SECTIONS Approved........................................................... .[ 1• Approved -yy- A9.2 ATM ENCLOSURE i,�nditicn�'Iv Ann-n1,Cri ..... ......... A9.3 ROOF AND CONSTRUCTION DETAILS DATUM ELEVATION ---` A9.4 ROOF AND MISCELLANEOUS DETAILS 7 A10.1 INTERIOR ELEVATIONS/CEILING DETAILS AND ',CHEDULES A10.2 DOOR AND PARTITION DETAILS •••••.......1 I FLOOR PLANS REFLECTED CEILING PLANS POWER/COMMUNICATION PLANS A10.3 MILLWORK DETAILS y� .0 GERALD 1. CERFON �I11.1 FURNITURE PLAN JOh ' W Ld/��!� I/� � 2150 PARTITION TYPES 2 x 2 2 x 4 T"- FLUORESCENT � r�1 �-�x a DUPLEX ELECTRICAL OUTLET S1 GENEI:AL NOTES, FOUNDATION AND ROOF PLANS FIXTURE l� NEW PARTITIONS DUPLEX ELECTRICAL OUTLET. DESIGNATED S2 DETAILS _— '�� +;,�✓ SEE DRAWING A10.2 WALL MOUNTED CIRCUIT COMPUTERS. ORANGE OUTLET. SEE 1 1' FLUORESCENT FIXTURE C'� DES COMPUTER EQU 1 PMENT SCHEDULE.• E-1 LEGEND, NOTES r -- SIMPLEX ELECTRICAL OUTLET, DESIGNATED E-2 LIGHTING FLOOR PLAN Registration FLUORESCENT 1��! Lt;�+t--� Q- CIRCUIT - COMPUTERS. ORANGE OUTLET . SEE E-3 POWER FLOOR PLAN STRIP DESCOMPUTER EQUIPMENT SCHEDULE. E-4 COMMUNICATION FLOOR PLAN ■ SHEET TITLE DOOR NUMBER HF,RDWARE, SEE DUPLEX ELECTRICAL OUTLET WITH TIMER. E-5 SCHEDULES AND DETAILS DOOR TYPE SPECIFICATIONS FIXTURE IN _ o - LIGHT COVE ! - T-- �-- FOURPLEX ELECTRICAL OUTLI::T. DEDICATED 1 GRADING AND DRAINAIGE SEE DOUR LEGEND, SHEET A10.1 DOWNLIGHT 4 'OEC IRCUIT WITH ISOLATED GROUND. p WALL WASHER A L-1 PLANTING PLAN ROOM @ o DUPLEX ELECTRICAL OUTLET. DEDICATED CIRCUIT. V t R AL ED ROOM NAME FOURPLEX ELECTRICAL OUTLET. DESIGNATED 2�� WAU MOUNTED Q HS CIRCUIT - COMPUTERS. ORANGE OUTLETS. SEE INFORMATION L- 1 COMPUTER ECUIPMENT SCHEDULE. ® b , TELEPHONE MUORING AND PULL-STRING. Q INTERIOR ELEVATION DRAWING NUMBER EXIT SIGN COMPUTER MUDRING AND PULL-STRING. 15 ELEVATION NAME CF:IUNr, MNTU• WALL MNTD. - Q & DUPLEX ELECTRICAL OUTLET, GROUND FAULT < FIRE CIRCUIT INTERRUPTER. G.F.C.1. EXTINGUIS'!ER 4 lis UNDER FLOOR DUCT FLUSH WITH CONCRETE FLOOR HVAC ® SLAB. OUTLETS SPACED AS SHOWN, — - _ — El PROVIDE POWER INDICATED, TYP. COMMUNICATIONS 90i���• APRIL 27, �9�2 FIRE suPPLY RETURN EMNLIST CABLE AND JACK BY OWNER. Projlrct No. Date X TINGUISHER CABINET ' LWAR DIF"ER f-�—_.•,1 UNDER FLOOR T OU FLUSH WITH CONCRETE FLOOR SLAB. PRESET OUTLETS SPACED AS ■ SHEET N0. SHOWN. PROVIDE SAME POWER AS TYP. COMMUNI- CATIONS CABLE AND ,;ACK BY OWr,ER. SPRINKLER RISER 0+ SPRINKLER HEAD X © ELECTRICAL JUNCTION BOX - SEE ELECTRICAL FD DRAWINGS. Al FLOOR DRAIN } SMOKE DETECTOR m SW PAC I F I L H I GHW� , I •d �� 'I r')F�' 2R .. _ .. ..,.,-. - _. - - .. -----.._ .....--.... _._... _-.-`*'-""�"."'____... .-......._...-...,.•_...,..,•,mv,._ •-.N.... -. .. ..o.,.d... .,w.u....+a.••.4rwr,..w--•ww,r ... -w. ., e. ,. _e,.,r•..,e,�,.rrwr- 7nAN+Yaar'ay.. 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LEGIBLE THAN TIJIS NOTATION, I I 1 I I Z I I I ;� 4 I J I I 6-._ I_: I 11 I I _I I :,�' _ I 1_"I_I I 11 APRIL 19 Q4 IT IS DUE TO THE QUALITY OF No 3s THE ORIGINAL DOCUMENT. —�71 — _T._ _— ----- — -- - E ZF7�111 E�Z Z iZ OZ 6I9I Li 8i 9i 6I E�i Zi i �T �� � llll�llII�IIIIIIIIII�IIII IIIIIIII IIIIII1111111411111111111�1111111111111 I�1111111 NII�IIIIILII Washington -Mutual Financial Group TIGARD, OREGON BR ANC H BANK The Callison Pnraaasliy,W. ba1144,ch" 1{i Fid Arrwr !01 W40 ke"" M some am fait m 3"00,SPR A"06m eawwd f/1p,tf0 lTifl-4}!i I D"lp pal n"m feint m-m CrErd�ies FAX 004bm FAX 091 m•33V sAil J ndrK AwYllut ■ CONSULTANTS l ■ RE✓ISICNS -No. Oste item �__ -- -- DUfZ►-,�,M GxX� 4/27/9* SS= FOR PB /W - P20PE -` LINE RrrZ..�',�--- - - —- -- � i ..,EiAV GLkIOr'Y of-c7" - -TU�i�v��..^��G COIR6QTc�►.1nL - --- ---_--__--- c;2 - - - — i — �s� - wolzl�`•� = - - - - - - -cave,UP cw I.3 NEW WASHINGTON ANAL S R --__-- till 7;1 p - 2flVISE PL1�I.fi�IZ O u R H A 4 R o A o - RANCH BANK LOC �hrG0 R ����- �IG� ■ APPROVALS Q E ti PLA► rNil a s a u as a ua a uLL1YJ �j r- ._ , gal) n a ► u I III ! h I I I I - u n _ _..__ -- -- �s` L -_I n •�' �,; 1 all n L �: I ✓ � /' Project Architect lilt I i uatanYs - ��.' ;; " ' !. n • p-� _, f \VflLl1. 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PROJECT LOCATION MAP SITE PLAN A B -, A1e2 4 162(?0 SW POEIFIC; HIGHWO COPYRIGHT c 199 THE CALUSC)N PARTNERSHIP n ��F /''P K wr• IP' 'PHIS DOCUMENT IS LESS +� IIIIIII 111 1111l I 11 1_(111_10_1_1�I-l_l 1 llll1 ll11ll�1lljill III IJill ZLJ APRIL 20 1' 994 THAN THIS NOTATION, 3 4 7 g 911111112 1 IT IS DUE TO I11EQUALITY Or' No.30 T'H'E ORIGINAL DOCUMENT. - T— - - -- -ZLT9711 dZ 6Z £Z �ZTZ 01' 1 61 8LT 9T 9T 6T £[ ZT IT I T II6I I I I I IIIIII !III IIIIII IIIIIIIIIIIIIIIIIIIIIII�IIIII 1(1111111 llllllllllll[I,� I I IIIII I III'llII (1111 ILII II,I IIIIIIIAIIIIIIIIIIIII i 11 IIII�IIII IIIIIIIII 11111111\ IIII II I I i II 19 4C -ti OI�pEr,A Wi N GROOVING DETAIL I 5U1`t�p,G� IZµX19111 o'T tzl�l�Io I �I—�II -- - - I ' 'r FINISHED GRADE Ae, p 15VM�I_ F INCGE� LAN DSCAFF : tozw W 11mwoI li4" i-��2 1°RF_fGRMI:D �xP�N510N I Pl�c:u %a I ww-F_ , EXTRUDED (:X Pf.N 510 N J 0►N r ��8! ■�n g t o ll FwmiT ;zeQ zeoll JOI N7 1=I �L-�R CONCRETE u „ CONCRETE / 20-0 I O.0 II IIJT�RN4TI0ww_ 5`(AiIw_ CURB --to X Co - 10/10 W.Wlw Mu ua 16�®��,°`�;�" _ �' �r��1�ILJT`•( _ A��Irr,4N • _ ZH / --- �e -- - � ,, , �� 1 _ Financial CONCRETE SIDEWALK CO IJ G. 5!D Awa�.K MCx.NT-Slc�r.! -- ---_=-----=- � � 5 E� D�Ta I L FOR -PAVNG Z � :o --- L-ICsHT P�tZI�M * ----- - Group 51-d' Aahcwe. = CUI�� }� --- NON SLI SLJIeFf�G� 1 , _` tciN,�,H TOvLt�d E�bE'�: �GC�1.,1C, GdGC.�.� /2 RADIUS I - / GGTADE Q SLI @ ANG►LEO SIDES � _�� /z �� � i F.rrllbHCp GRAM � PF_.FZ. 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SuG"T•uR�.l -- - -- ��I 2� DRA W I I�C�S 1420 Fifth Avenue 950 Sixth Avenue Suite 2400 Suite 200 Seattle,Washington San Diego,California 991011 92101 (206)623-4646 (619)23.3233 FAX 206-623-4625 FAX 619-232-3331 HANDICAP STALL CURB @ HAND-ICAP RAMP CUR L SIDEWA' CURB C PLANTING SIDEWALK, �� PLANTING a�bU�~`�' 1 2 3 G .�C•"non Pemuruup l IA A C�xpur•tion , �$ "• -� I I I��II II_ GII I1r��!I � II- vll I I�Zi1 � Ii-OU ■ CONSULTANTS SLOPED CONCRETE A---DMVE'UP LdN� ---'f' d1-011 1&1.0111 1011 IL SEALANT OVER ! -_--- �1GHT ��epOtvl �Ihy, 1•o IJ, T T I' (o' 0 C. y L.IIJEr GY--C1aNOP'>< 110cT/e � -- - - RL W1 CONCRETES- , �'-10� L 0'v C� -� - -- PREMOLDED JT.RL LER TODLED JOINT - - --'�. - 1°1t 1`C A ST C0�1 G �pr �I vF+ E�UIPME1Jf 111 7 PAINT P4 A SFE SPECS. 6 FINISH P �1 � DL1Mr>r�- SLof': i 1 I II D - SLOPE NI ,G, -VECL;,� '.SIZE � I, I , CONCRETE SMALK CONCi ETE SIDEWALK � � � 510G5 '/� � j�1�pg AQ0 ��N � x`1,3 � N EXPAC��ED 1V1N flI..1JED EXPAh'ION JOINT FILLER SEE 4T�.UG 4Pt�G S. � SEE �T-ILUG. .::PEGS. I / ICr '� Q- I DW POINT --�, II 1 r DIM.PONT II II _ I I- - - - GOMG. F*AD OUR21-5 --• 3, 11 0 .,- - � O O SEE �� 3 i q W.V�.F• I Vv'.W. F. (�� q HODS L 4 1 I T ■REVISIONS i THf-U DIJ MPtIR-- I I GIeOUT TOM TG No; Date Item ---- ° ° 0 0 / .� o ' ° ° ° ° o Z TV r 7U R FA4.Z - �,011 1 I - _ -• ' p •' 4/2/ 1�7 / F PEP-1111111T/K)w ''II I I.O o ■ -s — a - : v -- x t 4v — = Q--Cd O O CIA o ° o o �� I o °0 0 0 0 O C °00 000 o _ 00O I 8 o A o► o o _ p� I - - ��-, o o I o O� O I po 0 p °°000° Soo `� o o O _ I I I I� = v; 0 0C - G o op --- --- — -- o �0 1 no oo a 1 o ° °° °° Cc ,) °°°° °° ° DRIVE IUP LW-JC- 113 113 _� �I III I - IIIII I IIII I __ - o ® �p I o0 I 1 ITT— �� i�T P11V EMeI.!'I" TD I 00 o0 11111 IIIII�IIi'II I 'Ill.! IIIII - {{II 11111 I lli I _ II.. c3� 24 I Auc w \v,'FIN° Fuz11 Q0 I c�I T_ j --- --- - --- �- III 11111 IIIII li STL.. ,�oDs I - _ '/2 I �!tJE caF GJRP� I 4 I - COMPACTED GRAVEL RLL 1 I SUBSTRATA-SEE CIVIL 'COMPACTED GRAVEL FILL 1/z r,OUPACTED GRAVIS. FILL �- I/ �LIJE OF tSE At,� I _- - _ AND/OR STRUCTURAL - - - - ---- — SUBSTRATA - SEF CIVIL ---COMi�AGTED GRAVEL- 1 AND/OR STRUCTURAL AND/OR - SEF CIVIL _ -, - - DRAWINGS. AND/O�t STRUCTU L �Il_L �U'`S'rRA-A _ _ ,i ULJ� C�\WALL I - - - I _ . : CONCRETE. DRAWINGS. 5. EGE C i\/I L- AMID/COR I �+ _ ° S`KUGTI-1RA� I.•�JGf�. - - ---� I _ NOTE-SC'F PLANS FOR --' + LOCATIOl' OF BOLLARDS. 30' -0" O.C . MAXIMUM SPACING 5'-0" O.C. MAXIMUM SPACING � -- - - - 1 EXPANSION JOINT CONTROL JOINT PRE-- CAST CONC BUMPER DRIVE—UP CURB PL/•�v (10PIPS B ' ■APPROVALS OL�.ARD a H'A M70 N O FSM A K II # I ! _ II Project Architect ------- knlli���j Drawn - DISG0NJT I S�LJE e5 JIe6 .00 Checked - AT F_rvc,I.o51.J lzE.. G C N�T 1 N L,0 v� 00 - Approved — G�2� I.ILJE-- 5'-OI) -------- - hOOR •M1(PE 51 * L I Z•'' r ExI�TIrJG GJR� I =o" " ;N ��AG 1,41A, °>< �•1O pK , PANT oc�oRS � Y�jz'�• ° --- GD ?�'LI A i 'I fo*1I710 H.M. 1 R�� �.�a FRASIE C_FIR PAD f� 4.4d 5-45. To aE �I�D FK�►.M E / P4A L I A M .1s 7 1 �� .2' A$O v - % '✓E'A-L �oR - 1L �Ea►vY p�TY - —_ _ c 111 I , I F �_ 2190ERRO vA� ER i a►L V 11� I REF I Fl. 5 H IsaO i_r S t f` �► E x Ir�5 E.. I -- g 11 I .�• T, 4 CSI ZEA ►I�DIGA'Ep 1N rZeF. Et. E"1 1 ) 4t %0 -- " ' o �Xl� NV 4 :>L.���- � � '��aE WALI- i7�'r I 'rJA►LK�I� = lvl7� � -- - ' }----- d L - - I f i K 0v' �N Pa►11JT �4� �q Registration - --- / r - _ — � - -- — n>7 jai� �T PAY 5 v� .� _ - - ! c. T E t- z ___ „ „ / � „ K,.r P I � ti I � p. � �-- - -I I L Cn NG�_ 5L A LlG N F��TLI�. I — ■ SHEET 'TITLE SEE W��. ��iAIL- FOR, -�.` - --L s . - _.`�I '- F vy�ln x DOOZej ADJU�`� Glga✓EL FI► - F, - - '70 KEI?P LI AH r OFF �IGiNOW41!- , �ANTIoN MOUNT' lt'40 CIZOUJ0. SITE DETAILS = IIIII{�=I 1 = PLAN R•ON T E LE VAT,ION SI DE EL . '- 2 A. , ' .q __I �,1 -. - ;, _ I I I --•� I � „ ,I�II{)I.I1I L:om FA 1 G a '4 L � ('L-L: IIII _ �J ►'-O'' 21. 11 - C.C.• TO VERIFY PSTER/ TRA (` aI =� IIIII=— I I 90211.Q6 APRIL 27, 1992 SH ENCLOSURE SIZE WITH LOCAL SANITATION OFFICIALS Ii I ,, Project No. Cate Z * S S (O N-r, ■ SHEET NO � STONE WALL TRA LOSURE DETAt�L1 EXTERIOR LIGHTING i ,I = I 1 II 12 „ _O N w ' iyA183 16200 dal+! PACIFIC HIGHWAY :- �F ~��rl COPYRIGHT �1948 THE CALLISON PARTNERSF0 �' .�y11/1�.. +�w++•w-,.,.; .,.,: •y„,.... ..::.......,,rW...y1NauMy+.,.7�M';Y'MMINMQA7M•+!AMM:^MMIYIKPIM'Md+iM.6•.4?��''.4+.411M!N.IM:.MM`xvNUNltUilM►-.ao w,... ...... 1..++.rwv,waw.wr.w—. .,.ae...r++i4tRIMld1^*•""'„'i*.-. ..-., ..,. a Ir THIS DOCUH NT IS !,ESS -rI11111111l1! l ISI III I � II1� 1 I � IIfl1 III ill f�rTr1 17,111 Illlllll, il IIIV ISI I�IIfII ��II,II I� III� In � 1 I � III � I ISI III� I � I III I �III�I 1 (11111[____ �I.EGI9LE THAN THIS NOTA ION, 1 � 3 (� I cj 6 7 � I y l� 11AFF�II. �_ fJ9IT IS DUE TO THE, QIJAI T'I'C' OF' --_ ____-- Iv°.:Is ,�,•�•.��-. - .i THE ORTGINAL DOCUMENT. - - -.- - — — _- _ _..-._ - - - -1 - -- -- - - - r--- -r-- -- --, -- r - -- --- — �E 9 G�i 9 i �L 9 �9 E Z �i)IY11N IIIIIIIII IIIIIIIII li�llllll illllllll IIII II III �IIIIII!I IIIIIIIII�IIIIIIIII IIIII�III IIII 111111111 IIII Illlllill IIII�IIII IIIIIIIII IIIIIIIII�II Illll�lllllllll,lllllllll IIII IIII�IIII illi 111111111111111Illllllllllll lliillilulll►I Il�lll �111III�IIIIIIII ►I�1 I��IIII�II►d�l + 1� , R - -- - - - - - - - -- - - -- --- - - - - ...rC:) II ashington 21-011`I I UtUoI _ - Financia!RETE DRIVE-UP ---- 0 -1 -- 1 1� - D, SEE DET. 9/A1.3 Group IL3111AYOUT _ TIGARD, OREGON DEPRESS CONC. FLOOR SLAB16 I ! 140 11 - -!r C 3 BRANCH BANK 4'' TO RECEIVE MODULAR (---- - ' --- - -� A7.2 A9.1 VAULT (NIC). VERIFY = ; EQUAL I EQUAL -+y DIMENSIONS WITH LEFEBURE. I = 1 1 PROVIDE GROUT FILL AT 16' -9 oo 10 _ 81. VAULT DOOR AFTER ----- ------- - - - I I DIVE- UP I 1 ERECTION, DASHED !INE Cl 1 '�`� ---- LJ4NE �' , I `- ------------- --- - CB��IS017 VERIFY SR. 1 ! ! I EQUAL _QUA[-. INDICATES DEPRESSION 4" AIR WITH VAULT 4" AIR �� I B Architecture SU, PLIER SPACE I I TELLER I I -- P►og►amrning - - SPACE P I � I /� - �p(, N_i_C I A8.1 -LINE OF CURB �r Planning /-- n'erior Design Op `_. - Graphics - - - - - - - - -- _ _ - - - - - �- _ - - - -_-_- - �=- - Z Z- - - - - - - - - - - -- - - - - - - - -- - - - - -- - -- _ � - - � .. _ . B kv- rYw I I - - - - - I 450 TY 0 61-011 I Q Q 1 O N E- !_,�Y E R 5/8 �E�IV B 1 N.I.C. 1420 Fifth Avenue 950 Sixth Avenue GLUED UN �iJLT I I - I K' ACE OF BRICK GENERAL NOTES: Suite 2400 Suite 200 USE 5/4 " - SUR AC �f H I S END - - - - - - I - - - - - ` - Seattle, Washington� (n - - - - - - - - - - - - - DISPLAY F FURRING STRIPS I 5 ! 1 RAIL v San mega,California H ONLY I '1 „ „ _0_5 ---` VENEER 1 . install blocking walls at all casework. shelving, countertops. toilet 98101 92101 WITH ONE LAYER 1�- - `-- VAI �� - -_�? �___�t- _ 6 D � _ 171-51/4 I A; 2 accessories and owner supplied banking equipment. F206) 623-4646 (619) 232-3233 5/8'' G W B AT V AU L- 111 q1 4 X JL T V.1.F. V.1.F. - 2. See Sheet A 10.2 for part i t i e.,s. FAX 206-623-4625 FAX 619-232-3:.37 /� I I I LINE OF CONC. L�,,..,,„ , INTERIOR U.O.N. �� 110 I TELLERS C CLOSING BASE BELOW 3. Provide depressed slab at modular vault and vault door-. rn. C•i6am Partrnro�y ltO.A Corporation I ( ! - = 4. Prov 1 de blackout 1 n concrete f I oor s I as for f nor closers at doors sr1 o1 . ■ CONStA_TAI �' Q Ill GERIFY VAULT�� I 3" 104 Q �� ' Q Q 11 DOOR I OCATION I I I A10.1 r� 5. See Finish Plan. Sheet A5. 1 for additional informal ion on finishes -<--- 1 /--�- I STORAGE rn �t °' a - � 1NITH EFEBURE �I h L C _ -- _- _ - - _I- - _ _ -- -- _ - L - i and locations. -I- - -I - -�� -1 - - - - f 105 Z-1 r CN - - -- -- 1oa I N.1. . I , 1 - C1 10 51- U11 5'- O" 51- 0" - 51_ O1, 51 -011 •„ 1 OUPON 1� /� - PARTIAL HEIGHT WALL 'I - - - --- - - _ -- - _ _ -_ - � - - _ - - _ - - 108 � ` ! 6,7 I -- - - - - - - - - - O 108 -3E6URED AREA A10.2 - 2.51- 0" -- -� ! 0 .I 1 , 2 5 107 1 A10.3 107 C1 10 ! I 8 ELITE E� SEE i�LI _ I LU-1 1DI� DASHED�LINE INDICATES A9'4 3 3 I E A1U.1 „ ' DRAFT STOP ABOVE CEILING ! I o - 11 I 3 I - SEE A/A8. 1 I I - 00 d A8.1 zi los NFQ. d �' 01 EDGE OF TILE TO 1''i.0 11 3'-0" rn °2 9 ALIGN WITH EDGE I A -' 00 - - - -- 116 -- OF- `46 - - 114 CENTER FD I PLAN A5.�1 FE FINISH I A8.1 B ■ REVISIONS 1 A2 BENEATH SINK, N,. ,D 41.1 � 3 �_ TYP.W0. N � No_ Date Item W/S0UNDL�'1 ME ��. 1 9 - _ - - _ 4 27/02 ISSUED FGH flERMT/BIC!INSUL'� (114 A9.4 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - --- - - - - - - - - - - ---�' -� I o SEE RESTROOM ELEV. - SHEET A10. 1 FOR ..UI. _ - _ - ACCESSORIES LOCATIOr;. U 113 I 3 I 5 W/2x6 WOOD STUDS 0 16''O.C! 3 115 1 & SOUND INSULATION THIS I I FACE OF E3RICK- ' I A3 3 WALL ONLY AT NIRM. - - VENEER r. - - m ROOF SCUTTLE n REFR TWI LADDER, SEE N N I.C. ,1,r:J 4 - _ 115 ' 7/A9.4, I CPT T CT CPT -_-_- LINE OF CONC. t1 � _ - - � � FOR JAN. CLOSE 1 = � 1-- _ _ BASE BE _OW I H2 r` t2'- 6 ! _ PLATFORM SEE 10/A9.4 _ �tNK SHELVES PLATEN j j - -._-- --- --------- 311 CLEAR ELECTRIC N.I C. I 1 0 I 101 N --- M E T E P, V.I.F. ---4 A -- - _ I I I PLATFORM QD _--- _-_-- __-- �' 1102�D A10.1 8 , ■ APPPOVALS _ 117 4°1I ! ! PROVIDE BLOCK OUT - o ECT ELECTRICAL_ PANELS I I r-1 _ HAMILTON/NORMAN IN - SLAB FOR FLOOR C1I / �- Project Architect AC EXT PLYWOOD I I MOUNTED DOOR CLOSER j (SEE SPEC.) ;� Drawn M1 BACKBOARD, THIS SIDE, - PAINT WALL COLOR. 11 -.- 6 - r, A10 I . --- WALK-OFF MATS SLE LOUNGE -r - I ATM, N.I.C. - VERIFY DRAWING A5.1 - rhpcked --'" y- - ---- - CLR. ALL SIDES WITH NIGHT P -_POSH, 0 /�-r� NCR N.1.C..,R.Q. I 1?_ I = Approved I 11-111/z ' I I 2 c.C. 1 °11011 j A10. - ��,D ARcll 1 00-- -- - - I 2X6 CONSTRUCTION--,I = I 2X6 CONSTRUCTION __ 0 GERALD 1. Gr'.RRON � _ -- - - - -- - - - - - - - - - - - -- - - - -- - - - - - - - - - - -- -- - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - -- �� ZIGJ l I MASONRY- - MASONRY 1Co3 oQ C - wo � - `r A9.1 I I c- Regis`rotion 8 1_0 1 1 A , _ 1.1_y 1 1.O 1 2 _O 1 O 1, Q 1_rl 1 1 6 1 1 1-0 1 1 1-_ 1 1 4 1 ,, r�1- O'' 4'-c l I ■ s E T Tm.F r 1-O 1 61-011 4 8 0 _ �J J a 211 11 L 61t11 51_31120'-10'/4I 13' -111 I 20'- 514 FLOORII I 1811PLAN 1 3 5 NOTE: BUILDING OFFICIAL.. TO 6 Q 00 VERIFY DOOR HARDWARE RE: < 5 A UBC REQUIREMENTS A�� 9.2 A7.1 FLOOR P L A � 90211.06 APRII. 27. 1982 1/4 If 0@6 Project No. Date 0 7_' K' ■ SHEET NO, A2 . 1 Z23 JAN 91 162C.)0 SW F()C T F T C: H T C�HIAJPY COPYRIGHTn 199 THE CALLISON PARTNERSIUP q MJF ','F+ IF THIS DOCUMENT IS LE;;S i I 1' 11111 ( 1111111 Ill III III Ill III III III III TTr 1F ..rl� rll Ili II: III III III III 11J ��I III III III III III III III III III III III Iliilll ' i �lllll lli ' ill I IIIII ' lll III illllll , I EDIBLE T14AN T IIS NOTATION, l I I I f I I I 2 APRIL 2tO 11994 NOTATION, I--�--' 2 ---- 31 - 4LI 5L - I-----��- ? ----g --_- -_9 � l 1 C - 11 1 I'I' :5 U(JE TO 'I'HI; OUAI,I'1'Y OF -- - Nope THE 012TGINAL DOCUMI,NT. E Z 8Z IIII IIII IIII IIII 111111111 IIII�IEII ZIIII 111Z IIII IIII III IIII IIII�IIIIIIIIIITIII IIITI II . E�lTllllZi ii i 6 8 G 91 68 1 IIII IIIIZII II9ZIII1IIIZII ZIIIIIII1!17lll1llllJ 4 it IE Z i1eu III! IIII�111! fill 111111111111i!IIIIII�II!1111 'I''1111�IIIl illlTll111111111111111�!iiiilllllllll IIII Illllldlll d I I .r C. o Woshington Mutuol Finont. "ol H I H r7 I < - ----- DRIVE-UP LANE LIGHTS NIC, SEE. SHEETS A7.1 AND A7.2 Group W I ,} EIFS #1 CEILING TIGARD, OREGON 21-011 1_ 21- ---`- -- --- 1� I I_rI II ACCESS PANEL I I 4' o" @ 10 ��2 BRANCH BANK PAINT P3A l ------ EIFS *1 S0FFI� 011 _ Ii�I I I r'- UI -01 @ -/- 1D'-4" (SEE ELEVATIONS) A.C.T. CEILING @ g' -31' TI US M. I I (VIF W/TOP OF WINDOW Callison CON NO ALU . _ _ __ -- PNF_UMATIC DF (VERY FRAME) SOFFIT W/SCREEN H I I H SYSTEM SEE ALLIED SAFE Architecture PAINT P3A SEE 6/A9.3 I I © AND VAULT REQUIREMENTS Programminll a I Planning Interior Design I 1 1 CV I Graphics F-- -� -� - -71-777,1 — — 1-- LjSiH'i rD(TURE LEGEND 6'' - 611 A. 2 x 4 FLUORESCENT } B. 2 x 2 FLUORESCENT 1420 Fifth Avenue 950 Sixth livenue 1 __ _____Ff TD D `rD D D �"D - I SUN WosHngton S400 wan Diego,Colfornia ite 200 98101 9210 1 A.C•I@ 7 � - � - D C. INCANDESCENT DOWN LIGHT (1061 623-4646 t619► 232-3233 B -� V ULT D.,FA q D. INCANDESCENT WALL- WASH FAX 206-623-4625 FAX 619-232-3337 oom P.may,vvmt of B L •� A E. 36" FLUORESCENT WALL STRIP The Cdison PartnrshiV ltd.,�Corporation OFF T FACE 1 ' TO SIT 104 } 10 - �D - G. 48" FLUORESCENT UNDERCABINET ■ CONSULTANTS � A . ]�0W7_A_7 _07_W7 STO A D I H. METAL HALIDE LIGHT 105 I w _ C C C C C ` I A I. DRIVE UP LANE LIGHT, NIC -- - - E E- 0. 'A' / F Q. 'A' - - - __ -- - 1 - - J - - - - - - r(�/�I�_ _ J. METAL HALIDE DOWN LIGHT' - - - � I_ II—� I_ II � �-�_ II � - I_ II I II �- -f- -1� v _ - I __ 0 5 0 5 0 � 0 5 0 5 -0 2 6 D!� D W � --- , , �— I K. METAL HALIDE PEDESTAL LIGHT(SEE 13/A1.3) Pill`- — C. 10 tl JJ i EA G. .B, SOFFIT @ 8'- 4 1/2" o A I `- PIC ALL SIDE SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION 10 cV rOFT F E I TO Q I 2 IT ACK 1" F OM D G.W.B. CEILING -- 4W.llX10.1 ACE 0 F AL L Q B'-011 0 , v PIC - ALJ - - B . - - - BI - ALIGN � �-ALIGNS ' 11 rtEvl9a�r5 I - F F 1 2'- 911, No. Dote stem ----� - — WO N a M 4/27/92 ISSUED FOR PERMIT/BID 6 - E - -- - R OF CUT LE CORR EQ `�'' IE_Q.'C` STC' I --C ILIN OPEN _ C.T. CE;L NG - FAD G.W.B. CEILINGS 3 :--- 1 T STRUCTURE 10' 0" — 8 6 LI BHT OUNTED NDE P2C o P ATF RM, 1EE 1D/A914 T G 11� I J^ � I I G.W.E. SOFFIT IF - PL TFO M -- 71- G 11 - -- - � -- P213, WITH UNDER- CABINET LIGHT - X10.1 1 PL TFa M I _ A — - �. OF CEILINGG ID 'T'i � ■ APPROVALS AND ENTRANCE I HAMILTON/NORMAN _ ECT '� Project fsctrtect 1 1 - - Drawn X10.1 T Y P. _. . _ _ -- --- ----- GENERAL NOTES _ Checked L N E A 1. Light fixtures, lighted exit signs and all other ceiling mtrJ. fixtures B are to be centered in A.C.T. where IocateQ. unless otherwIFe noted. -- I _ 1A 2. Dimensions shown are to centerline of fixtures, unless otherwise noted. Approved ' 3. See General Information Sheet. Al . 1 for Light Fixture Syrrool s. D ARr '-"- - 4. All A.C.T. ceiling heights shall be 8'-6' unless otherwise noted. I 5. Prcvide lateral support at suspended A.C.T. ceilings per detail 3/X10. 1 . 1 _ Cy _ 6. Center A.C.T. grid within each room. unless otherwise noted. GERALD 1. GFRRON 2190 100 F/ 117 DA10.1TYPICAL Registration e �1 I r I �) ■ SHEET MILE---- EIFS "1 CEILING V 9 _11121 I E'� S �1 SOFFIT REFLECTED IQ g - o CEILING Q PLAN I� 1 REFLECTED CEILING PLAN 9_0211.0s APRIL 27, 1997 1/4" ■ 11011 Project No. - - -- Dnte 0 2' 4' SI ■ %WF T N0. A3 . 1 12 DEC 90 16200 aui PAC1FtC. HIBWA4iY COPYRIGHT CQ 199 THE CALLiSON PARTNERSHIP CIF" I � y-,,._--,�•-,�,.:}�:NV'.IIgM�1'Al.'Lv.1W�MiC irO.Yftl•4L%+..:....n.....i.,....n.ww+•Kt.�..M'MmAKM1VM'i.w'YM.aW.hr..�Mn-i;....-.•r..'. _ � .� ....:. .AiMY.IMGNVw1RR.^iR•'Ii4MINM�..�F'^Rn�IINM�MIM� p� A6�.'L➢l(Mr. i.a Y',i�arWs•.a.sx. .. - -_- - - r�•MY\'Yl'bpYluL�r..._-fi.. - .:IL:L.4L.: Jim-+.-.�.il�.�.n..w ._...,... I i IF THIS DOCUMENT IS LESS 1i1 ill �Ill III III III III rill III III III Ili 111 ff 1 iI-T iiI Ili IiI IiI III III iII iJ1 �iI III III III III III III III III III III Ill III III ' IIIIIII ' III III 1111111 III III ilillil T ...r.'' — 1 T �� I I I I I 10 11 I 12 APRIL 2� -1 9 94 LEGIBLE 71iAN 'I'IIiS NOTA7'InN, i- -- - 1 2� 3 - ------�1 -��-- ---_�- - --- �-L-----g-------_�- _�.�--- -- --..� w.- ,� d IT IS DUE I'O 'I I I E _ ----- - -- -- TiIE 01t1c,I NAL DOCUMENT. - - -7- LF_- �� -- - -- - --- - - - - - J-1--_ -- TLTA 9T ]I 6T ETdT I , 19I II 11111 � III Il111111Wllllll��ull IIII I1►Ill1ll ►1l►II► IIT I l�il I►II ►IIIIIIII I►IIIIJII VIII III IIIIIIIII IIII IIII III IIIII� I►IIIIII�IIII�III►�II�I III i I i o� o• Wosh$ngton ' I OUTLET IN ISLAND FOR U t U cel PNUEMA I IC TELLER I I F inonciol O O I I Of-- O O OUTLETS ABOVE CEILING FOR Group NAP ,.� PNU�MAIIC BLOWER MOTOR 0 0 0 0 TIGARD, OREGON PROVIDE UNDERGROUND _.�._ I - PROVIDE POWER AND SIGNAL FOR BRANCH BANK CONDUIT TO TELLER PER I �� ,.�— PNEUMATIC DELIVERY SYSTEMS ALLIED SAFF & VAI-ILT I �� I AND THRU-WALL DRAWER PER REQUIREMENT 5 ---- -- --___� �� I ALLIED SAFE AND VAULT i , I Callison PROVIDE POWER TO VAULT DOOR FOR EMERGEF'CY I �� I ArcNtecture Programming VENTILATOR PER LE FEBURE I REQUIREMENTS. j I - _ _ _ Planning Design Graphics !_L.L � _ L1 _...L 1 _n�z�sz�s& 6 (b A / ,� N N +4 " DATA r� •48 -- / •48"•48 .4S" -sr+- — -� — .� 8+4811 ho n w •48" •48" 11 %- - 1$trte 24g0Avenue Silri�te 2,00 Avenue — �r -J .� � — f .r n FAX / � _ Seattle,tMa nq on Son Diego,California 98101 92101 .01 (206) 623-4646 (619) 232-3233 CASH // B ---- FAX 206-623-4625 FAX 619-232-3337 / / VAULT T The Cdiron Portnwo* ltd..A Corporation 111 \ A4.1 TELLERS TELI_ERLINE & ELEC 1-RICAL G OSING .______.' �� 10 ,, _--, RACEWAYS, N.I.C., C.C. TO - -_-, , ;__-- I � E �04 ■ CONSULTANTS '� PROVIDE CONDUIT IN WALL _ ; 103 �' � ---- T STORAGE � 1 � I I & PULL WIRE IN ELLERLINE. 1 I amp— to (—� o 0I O w-1 O N 1 0 105 ;---- ITI C� - _ ---- I� ! / — cD DED i OUPON COPIER ; 1 `•------------ ' \ `- -SES URED AREA —''� - ;------- -- STOP WALKER DUCT UNDER WALL TO ENABLE PULLING WIRES IN WALL. t I ITHE IC TI T I W Y IN TA L 1 77[ A E SI F S T . co I P T S S LED A AY R M A E. 1 1 i qrr Nd. Date Item -------------- MENG.F.C.1, OUTLETS +48" ------ N - ,_______, I 4/27/92 IS,SI�D FOR �ERNgT'/ 6 I ; - - - - - - - - - 1 114 _ 3i _ Q 1 -- O COR 113 O I TELLER WINDOW -- - ` O I I J J - — — N 1L5 - — — — `y DEALER DRAWER _ 1, 4 — . REFRIGERATOR +48 ----------- DISHWASHER .1 ' r- •' DISHWASHER --- I _ ''••' '�v - '--�-----:--- CABINETS --- — -- - =-' COFFEE +44" ON TIMER - -�/ _ ♦ PLATFOR - SWITCH FOR DISPOSAL SEE E3 -- -- 101_ N _NDISPOSAL — - — -- — -- - 7.*- i - _ WALL BASE \ O ATF O R liltO; 4704- % 704 - ELECTRIC METER r i- N UNDERCABINET �' — - 2 -- -- ELECTRICAL �' I ■ APPROVALS FLUORESCENT +62' - — — — , -- — — - © I 4722 - S� MICROWAVE +44" cD i� OD HAMILTON/NORMAN PANELS I LNUERI I DES -- — ECT I - I N I N - Project Nrcrvtert — - - EL E AN- DATA -- - - - - - - - - - 117 Drawn - - — - _. .. ' --• 65411 - TELLER WINDOW ELEVATION _ J DED. '' T _ p 1.6. I I 1.121, " 11_On Checked DEQ. - - - LOUNGE -------- - - - _ . __ __ _ —_ _ _ _- _ ' N _ --------- 4' B Y ;8' _ — - —- — — -- 4 11 4 11 4 -- A4.1 A �-' Approved - BACKf30ARD �; I D /� ----= - - - - - - - - - - - - - -- . _ d OE OUTLET UPLEX OUTLET N CD I - - (0 DEDICATED °° 1`1N I PLATE, TYP - - --- 5,_`8;; g1_o�1 I N - !1-011 __-- _ 5' - 8 DUPLEX OUTLE fS GERALD 1. GFRRON -- 1_ 41-011X 81-011X /411 ;f `4,�, •, 1 OUTLET PLYWOOD BACKBD. PROVIDE POWER AND SIGNAL I PLATE, TYP TO BE MOUNTED kegislraYlan - FOR CCTV MONITOR AND VCR .'ER ALLIED SAFE AND VAULT I r I ON GYP, B7. WALL. REQUIREMENTS. — PAINT SAME AS RM ■ %CET TITLE POWER PROVIDE POWER AND SIGNAL � CONDUITS AND J-BOXES PER - ---- --- COMMUNI ATION NCR REQUIREMENTS. //��PROVIDE POWER FOR SIGNAGE PL AN * ABOVE ATM, vEL 5/A9.2 FOR ELECTRICAL ROOM ELEVATION Q LOCATION. COORDINATE. WITH _ o TUBE-ART. yZ' , 1•-O" POWER AND COMMUNICATION PLAN 90211_06 APRT_ 27, 1992 1/4" 1'0" Project No. `Mote 0 2' 4' 8' ■ s►�r W. A491 29NOV 90 162()() SO) PAC IF I E: H1.bHIF1VC; ' COPYRIGHT 198 THE CALLISON PARTNERSf11P ._-_.__.. - � --_____--— ._ ___-___. __-__ - -_ - _._._- — - ___._..�__ ,f-t .. .....-.—._..-...... ....._�._-__. ._...._-. ... _ ...�.".r.. .., .o.r , :-.w� -..._ .ser..a.--+r... ......... ......--n....•......•- -wY wNruirllwr..w.i+.r1Me..nr W. aw .n.wM.....m - - w+r+�.�.. ._.. _ — ___.. ....-_.. ularw+MlV.�...1lhwr.....nw - I I ..�. +tYatelAdWWMurM1�.. IF T)IIS DOCUMENT IS DESS T11 Ill till III 1111111 111 III III 111 III ill !i1 I�{ fjTjlil !11 (11!111 1i1! !111111 111�11Illlll 1 11111 IIIIIII III III 1111111 11111 I Illilll ' I I I I I I I I I I I I I I I I I I ' , I I Qf I I1 I I I ` I ! I III ► 121 APRIL 28 1 994 LEGIBLE THAN THIS NOTATION, I I I LI I 3 4 5 6 _ _� 1 1_ -_.-.__ ____ L �_—_----L--- -___-- ` IT IS DUE' TO THE QUALITY OF THE ORIGINAL DOCUMENT. -- — — — -- ---- — ---- --Y- - — `- _ - ---til �— - - E —Z 8Z LZ 9�Z v�Z I �Z �1✓Z Z TZ 0% SI Sl GT � 9T Si 1•i � L I 8 + dI1 Illlllill�llll Ill! W11111111111111111111�11111.1111 llllll111111llLl !IIIIIIIIII�,IIIIIIiIIIIIIIid� I III II 111111]IIII�IIIIIIIIIIIIIIIII�I{I{11111�1114111 I II � �II 111111111�111111111�IIIIIIIN11{ { IIII�IIIIIII{I�I II ill! 11�11111111�11111 4 N N Q` 0' R N a Washington A U U o A Financial U y 0 0 0 0 0 roup 0 1:10 0 0 o TIGARD, OREGON BRANCH BANK E Q'C' E Q'C' Callison I Architecture Programming Planning _ Interior Design FLOORING Graphics —L- - - - 1 i -- —� — CT 1 AMERICAN ULEAN TILE: CERAMIC CLASSICS, ,iG.7 EMPIRE GRAY, 2" X 2", DESIGNER GRO':T-SF.AC(%W GRAY 1-1 Ile low IN/ - gc GT 2 AMERh:AN OL' AN TILE: CtnAMIC MOSAICS, #A10 DA�.NN GRAY, 2" X 2J - - ENTIRE ROOM DESIGNER GROUT-SHADOW GRAY 1420 Ffth Avenue 950 Sixth Avenue :.-1 3 AMERICAN OLEAN TILE: CERAMIC RADIANCE, #R21 MIDNIGHT BLUE, 2" X 2", Wte 2400 Suite 200 CPT1 DESIGNER GROUT- SHADOW GRAY Seattle,wasHngton Son Diego, California B3 CT 4 BUCHTAL tUk1IU TILE): ATLANTIS II, PORCELA'N CERAMIC TILE#373 OASIS, 98101 92101 CASH CPT2 2 w WC2 , (206) 623-4646 (619) 232-3233 � SEE SPECIFICATIONS. cPT2 � VC71 � BEOLA, UNPOLISHED 12" X 12', GROUT: H'r UROMEN�T#368 FRENCH GRAY FAx 206-623-4625 FAx 619-232-3337 VAULT Ct CPT 1 SHAW ►:vC„aTRIES INC., STRATTON COMMERCIAL CARPET, ULTRON#41101, 111 TELLERS C _ C COLOR#N3250, CUT PILE WITH ENHANCER BACKING. BOUGHT BY OWNER, oww P•uw..r..►d+ace Z GENERAL CONTRACTOR TO DELIVER TO AND INSTALL AT SITE. rn. Cdleon Por n«.hp Rd., c,orParut{on 110 SEE REFLECTED CEILING C _ _ CLOSING CPT 2 BEN'LEY CARPET MILLS: KENWOOD, CUSTOM FORMULA#448070-4, ■ CONSULTANTS 104 9 PLAN, SHEET A3.1 FOR C 103 ANGELICA/SALMON BUFF, 2.4 OZ. YARN WT./DUPONT ANTRON III CONTINUOUS TILE TO EXTEND "'.W.B. SOFFIT FINISHES. T2 __ FILAMENTNYLUN, WITH ENHANCER BACKING A10.3 - VCT 1 TARKETT FLOORING: THRL-CHIP VINYL COMFOSITION TILE, EXPRESSIONS 1'-0" UNDERNEATH CPT2 © COLLECTION, #4510, 12" X 1;:", 1/0"GAUGE. ( NOT TO BE GROUNDED) TELLERLI� IE C C3 VCT 2 ARMSTRONG FLOORING: PREMIUM VINYL COMPOSITION TILE, FEATURE TILE. CPT1 wC ` CPT2 1 F l L L TLET - I _` 10 #56816, BLUEGRAY II, 12" X 12". 1/8'GAUGE. wc4 9 - c , c 17 1 A10.3 Yp. BASE CPT1 @ COUNTER, > CO E _ \ qt0 3 BASE B i KOPPE: 2-1/2" COVE BASE, #70 WHITE SEE DETAIL 1 A10.3 08 / C 4 - B2 ROPPE. 4" COVE BAS'-, #70 WHITE 9 Cl _ sURED ARW1 PCG I1 BJ 3/4"X 4", CHERRY WOOL) BASE, WITH CUSTOM STAIN TO MATCH DESIGNER'S A10,3 C PT1 LC 3 SAMPLE. SEE DETAIL 10/A103 ALIGN TILE WALL _ __ DISPLAY RAIL W I 1 H WALL I P1 A BENJAMIN MOORE#876: LATEX EGGSHELL P3A EXTERIOR c THIS WALL ONLY DOOR & FRAME PIA P1B BENJAMIN MOOR= #876: ALKYD EGGSHELL I - � PiC BENJAMIN MOORE #876: LATEX FLAT INTERIOR DOOR & " CPT`I- A P2A BENJAK41N MOOT 7877: LATEX EGGSHELL C P28 BENJAMIN MOORE#877: ALKYD EGGSHELL FRAME - — -- C54 I I I C14 ?2C BENJAMIN MOORE#877: EPDXY EGGSHELL. C _ P3A PARKER PAIN15: �?OXY/URETHANE, FINISH TO MATCH EIFS 1 146 1 _ P38 PARKER PAINTS: LATEX, FINISH TO MATCH EIFS 1 ■ REWrSIONS SEE REFLECTED CEILING CTI CT1 � --- 'NC'IB.F. GOODRICH: K(_�FiOSEAL, AMHEP.ST#1?.15-01 MAGNOLIA, 54"WIDE PLAN SHEET A3.1 FOR CT2 C '2 _ WC2 KNOLL TEXTILES FRISIAN CLASSIC If#WC201/28,55"WIDE No. _ Date Iter, G.`dv.� . CEILING FINISHES. WOM h CLC MEN C13 CPT1 = WC3 BOLTATEX, GRANITE TEXTURE, MOMENTUM SECOND EDITION #132-0139, 27" 4/27/92 ISL" FOR PERMIT/BID � o WIDE C A10.3 WC4 MAHARAM VERTICAL SURFACES, TEK-WALL, VOYAGER#08 OYSTER, 54" W.DE - -- -- - - S E E ENLARGED PLANS, - - -- - -------�------ --� EIFS 1 DRYVIT, SANDBLAST CUSTOM COLOR TO MATCH MUTUAL MATERIAL'S "LIMESTONE" BRICK SHEET A.10.1 FOR RESTROOM r'AINT DOOR AND EIFS 3 DRYVIT, SANDBLAST CUSTOM COLOR #21C-33-1-24-3 -- - - FINISHES & TILE PLANS113 FRAME f 2C ALL SIDES CT1 I _-4 5° _ -- _U I CEILING I - T4 CPT1 A.C.T. X ARMSTRONG STRO CEILINGD ALES,LAY- WITHF9/R6"SUPRAFINE(UR HA cPr1 _ 1 71, Oil C - — P.LAM 1 NEVAMAR, WINTER GRAY MATFIA,#MR-6-5T _ P.LAM 2 WILSONART, ANT.OUE WHITE,#1572-6 2CU PLATFORM i1; P.LAM 3 WILSONART, GREY GLACE, #4142-6 U. - P.LAM 4 NEVAMAR, BLACK PEARL, #S-6-14T SEE REFLECTED CEILING - c' 101 1 PLAN, SHEET A3.1 FOR c - _ 9 PLATFORM GENERAL NOTES 2 G.W.B. SOFFIT FINISHES. _ _ - C AIN DA OR 1. ALL FLOORING TO BE CPT 1, U.O.N. z 2 Q 2A FR CPT1 T4 A10. 102 ■ APPROVALS 2. ALL BASE TO BE Bl, U.O.N. HAMILTON/NORMAN ALL 2 2 - PAINT PLYWOOD I 3. ALL WALLS FO BE PIA. �.O N. Project Architect 1 BACKBOARD P 2.A 9 _ 4. ALL WINDOW CASING TO Pc P1B. U.U.N. Drown 11 _ 10.3 PAINT WINDOW ------ � 2 2 82 SIH - ALIGN WALK-OFF MAT 5. ALL CEILINGS TO BE A.C.T., U.O.N. P213 - WITH TILE EDGE Checked CASING P2 2 2 6. FOR G.W.B. CEILING AND SOFFIT FINISHES, SEF. REFLECTED CEILING PLAN A3.1. 1 .8 _ — --- 7. ALL WINDOWS AND RELITES TO RECEIVE LEVOLOR I" MINI-BLINDS. #114 Approved __ --- W, ,LK-OFF MAT 06 2 2 2 SEE SPECIFICATIONS. ORIENTAL PEARL. �� �rr'�1 -- NO SLAB DEPRESSION REQ D. � J _ _ 8. ALL MALAMINE WHERE INDICATED TO BE PICK DICKERING, COLLECTOR SERIES, J VC V -T o o SKI WHITE, WITH PVC EDGE TO MATCH. JCZ GERALD 1 CERP,ON __ 9. XXX = INDICATES TYPICAL FIN.SHES WITHIN R00M. U.G N., SUCH 2190 o _ _ ,. r - XX AS ACCENT FLOUR TILE AND/OR PATTERNING. _ XXX 10. ALL. FINISHES FOR MILL WORK/CABINET ITEMS, REFER TO APPROPRIATE^ 1 I I ��'` I _0 0 f ' X T E R I O R WALK-CFF C�F F MAT FULL DETAILS AND ELEVATIONS. FOR HARDWARE, SEE SPECIFICATIONS. SLAB 'DEPRESSION REQ ` TILE I 1 ,�------------------ .�/ SEE SPECIFICATIONS D Registration I I PROVIDE (5) DIA. DRAINAGE HOLES TO 4'' GRAVEL BELOW ■ SHEET TITLE FINISH PL AN Q FINISH PLAN 90211.06 APRIL 27, 1992 Project No. 6mmomm"rAmmmalow 1/4" 11, 061 0 2' 4 8' ■ sHMr No. A5 . 1 15 JAN 91 1.62'71() SW I 'FSC;t F I:C:; 11:I:CSI 14JF1`( COPYRIGHTO 1119 THE CALUSON PARTNERSHIP 7 OF N3 _-.r,„�..,...... . ,.-.. ., -_ -_, ,-r,._ -„ ,...,....w.,, .. _.-._..,a.We.rer�•,,s..",.,. .. ,,..W ,. ,.,.�,,,,�, ,.. .._.., ,. .n+,r•n,aaN,.�vywt+ ,•w.,,, ,„� . . .,, .... .,„,..,.._ ...•,n,u”, ., ". ,.,, .,....��._..,.__.. ....,.,....... � .. ,,. , IF THIS DOCUMENT IS LESS � ' 1�111�1 � 111 f�l � lll IIID APRIL 20 19941p� I 11 12LEGI3[,E THAN 'IllIb NOTATION, 6 r IT IS DUE 7O THE OUALITY OF _ - £--I�Z 8Z-IILZ_—�Z 1 I 5Z I 6Z ► £I Z, ►,�,,,I f Z11 1,�,,,TI I ZI►►,�„►OI,Z)1 1,1,I,E,i,1►l,I,,,,,8,►1I i,I�, I I L►, T IS�1 lfiillt,ll,l£ll�Tl►lllllZt�[,llllll,Tl�T��l�(i�Tflllil�tIl�ll►lt3lllliL iull,9{Il-ll llll S I iub�lll�lll£lllll{IIvTHE OtI.GINAL DOCUMENT. 89 �111111,1911 111 I, LII11►111II TII�IIIr�t�3N, I IIII�II IIIIIII�11 A - N a N HIDE DRAIN GUTTERS INSIDE CANOPY AND DROP INSIDE • COLUMNS AND OUT THRU Woshincton CAA�,2SEE ELEVATION B/A7. 1 & mutuoI F inonciol TA9. Group � TIGARD, OREGON 6 BRANCH BANK A9.3 Callison ArcNtecture Programming Planning Interior Des�yn Graphics MET L RGVF B 1420 Fifth Avenue 950 Sixth Ave" _ s tcd�Wcfshington Son Oiego,Caiforna 400 Suite 200 TOP OF JOIST LOCA f i0N Or I BOTH A8 1 (206)FAX 623 4646 FAX '619-232-3337 -r (206) 623-4646 (6191 232-3233 A I WALL DOWNSPOUT & TOP CSF JOIST SPP S PAN, /i ASIDES AT NALL. Dom P.Lkwmy,nrd"t 14 .211 Th. Cadvon Partnwehip Il .,A CoMorabon ■ CONSULTANTS Q _ � mO �— � ...� .01/ 00 _ � � SIM. - I -_ - 1I PARAPET PLATE ELEV. 16'-0" + VERIFY W/ t� MASONRY A9.3 - - COURSING TYPICAL 11 � - AIR HANDLtf�l.('.� GAS PIPE SEE 5/A9.4 & -- UNIT 1 MECH. SPI.CS., VERIFY SEE 3/A9.4 LOCATION IN FIELD. ■ REWSIONS w w (L f Io. Date _ Item J 4/27/92 ISSUED FOR PERMlT/BID A A - -- - A8.1 — �3'-0" WIDE TRAFFIC - -- - -- WALKWAY, S=E B.U.R. SPECS. - - �- P0 lo 11 If I ROOF SCUTTLE - STOP WALKWAY SEE_ DET. 6/A9.4 _ FOR 1'-0" TO ALLOW 8 FOR WATER PASSAGE. 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AGGER DGbIC - C2� 12' M 12' L.ouvEeRSU U r--UU U d>JE SA. eiDS OF CANOPY, PAINT PSA ;- P2�EGrION 80A{�D � ■ APPROVALS HAMILTON/NORMAN -- -- - I \ - Pe,77GGTI0�,l LARD -- -- — --I- Arch 1- RIGID �CVUI-A710N ---- - - - - - - Project Itect - `I. -�yam..--,--- --- ---- --«- - "—'�_ Drawn p�IvF. LJP CA.NoPY MR`( v4pil. ."� GI to Checked FTT.. I SEE Pl-�.r� � E�EVA�'IONS �Z. � L...�u�_«-. `, ---� -- I,,,k�+•.I,ti Gi Approved L7 ---- - - - - - _ r LL v ARC ti I / p� GERALD J. GERRON I 2190 ,�� �F-E al ,�� � 2• I �oK. �R��fE IJP � � I ENTRY I PLATFORM 101 % TELLERS 104 I DRIVE UP CANOPY - ?AN ►N(� �� S ISL �_� - -- ---- - ---- - --- 47=-- =;70 G , c', - - -- \ '7�.IP L.rGt 3G T I�h� � T eglstratlon ■ SHEET TITLE 1 I BUILDING SECTIONS BUILDING SECTION_ - DOORAOUVER FLASHING 1 B /4 i1 : 1 �■■ I 11 I - o 3 = I _ Q 90211.06 APRIL 27, 1992 Protect No _____.--.----_-_---- -----Date ■ SHEET NO. A8al N 1c. =jr1fi O F-•f,,= 11- I(.. H1riHWAT' - . 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D T - TT I I - --- T -' I_ T SEA�.A T' ............. _ SIDE �A -- lL Q T- �LI C L- 7 E U I EE 5 t) N N LA D J 1 u c, T -7 -- - 2, 2 _ - �lJ� _ - — III TEE l_ 1ZL. t1 4 L DRAW INvS TH��J SIDE 2All_S i - AND \VELDEp � IZ 11 D•G• MAX• + ..� ■ REVISIONS / — --------- --- — --- 1 + + No Date Item EQ • EQ . - �' r'fZOVIDE COAT d/27/92 ISSUED FOR PERMIT/BID N W D PL���G -- + - --- ---� l �E� S,r?, Cr � -- _J0 J \\ 8LlZK NC RFS,D 3j�,1 '3TI=E L MAL i -- �AR.TiT10�1 `,/ARIF� WE_LDE I 0 M I IJ I - - .� ,� F 5r�F,�,TH 11 ..1 < �E.E- A2 . I A:a . I 5 I Ri�.1 I_5 GL.EARANGE ---= I -- -- -�. / - a !'DOTE: USE YP.EATED WOOD ONLY _ e:r L LAOVeg ALL, EDC L� �.I�ID CO1�1`�E.iZ� TO 15� - - - �-J-E.= � /A°�.�j GKD�ND �t�10rJTN A F ` TYPICAL PIPE/ VENT ROOF SCUTTLE ROOF SCUTTLE LADDER COLUMN ENC��OSURE ■ APPROVALS � _�� Q . .._. II - '_ 't v H A M1 LION./�N0-WAN _ I O ( — Protect A chitect Drawn 1� ` 1 Checked PLaTFlow, oi= - -- Al,proved 12' 0'C. P L." wp ON TOP �G w --- d" G,w 13 &ELAV v✓i FIN, A AIL GERALD 1. GERRON j C _-A 0D ;''PATI-trZ1�.-,I•' � G,r��L�,�E� __. -- _ '� Reylstratiw) STEE►. Tu tom. :,E w• ■ SHEET TITLE 7 J IZ A L � w� s • ���nE� -- - ---_ - -� --- ROOF ����lU -- - MISCELLANEOUS --— DETAILS -- 90211.06 APRT. 27, 1992 Project No. Date ■ SHEET NO. COLUMN ENCLOSURE JA►N. CLOS. ELEVATION 9 -- -- _ _ A 9 e 4 - � o I II I • I; - , SW PAC T F T s I i r,1 ,,,I, COPMGHTic 1988 THE CALLISON PARTNERSHIP 1 , (]F q IF THIS DOCUMENT' ]S LEES Trllllftlllllll III IIII III A I Illlllillllll Ir'i1TTTl I r1 1llllll VIII ' ' IIIIII IIIITIr IIIIII VIII�I IIIIIII III III III III III III IIIIIII III I I III III illllll III III VIII I ' /� Q 7 LE(;IBLC 'i'HTO TTHIS NOTATION' L--� 11 I I �� �J I — 6 I / I I v� I_9 I I I 11 I 1� F-1P1�IL._ 1 994 7 •�..- 3 •> I'I' IS DUI: 'I'O THE QUALITY OF --- -- — — No.9e �,..r��.•.. � � '1 HE 011(;I NAL DOCUMENT. O�S Z 8L LL 9Z Z 6Z EZ 7. [7-OZ St 81 Lt 8�T 9T iifi SIl ZT ii i� 6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII►Illllllllllflllllllll�Ilillllllllllllllllllllllllllllllllllllllllllll�IiIIII�IIIIlllllllllllllllllllllll Illllllllllllllllllllll1llllllll►III�11 111111111Illl�lllllllllilltllilt11�1111 I �ILIII II Ili► 1� 111 llli�ll II SII r� too 5 6 -- A10.3 a A10.J 21 011 N ll�z" ___ 4' 9 -FIT •�_ - 3 L S°ACES 11/z'' 1r�� \ SOFFITS �� 11�L _ 3 EO. SPACES OF RTS- 11/�"N /DRIVE UP COUNTER NIC - _ DRIVE UP WINDOW / LIGHT - LIGHT FAN, SWI , CH - - -- --- ---- -. -- -- --- . ._..__ -- --- X75, DEAL DRAWEES - - _ ALL CABINET WORK NIC 7'-0" AFFWoshington 10 rSY ALLIED R.O. s MIRROR/ \ ROBE HOOKS I E3Y G.C. DRAWERS-- ICED. CAB'T --60" �NlUtual s / // NIC-- SOAP DISP- \ 48" _ Finoncial _ -- , - �� _ / -- -- - ---=� ` - 31-111211 ELEC. O - Group r - '- - - r ' -- -'� - / AFF OUTLET /' SINE!, INSULATE r--- ---- - SS AFF WINDOW SPACE FILE AB T TILE BASE I DRAINS &E HOT F U/C LIGHT --U/C LIGHT / & DRAWER ySEE DET. � WATER PIPING ,�/ 8/410.3- - TIGAF?C7� OKFI.7rc MICROWAVE T P --- - \\ _— --- �T s .— ---- N �' \ BLANCH BANK \ - DRIVE - UP TELLER ELEVATIONS TOILET ELEV O REFRIG. 1 - - DISH ,� - _ \ Callison \\ WASHER I I _ - o \ ` \ Programming Ac ' \ ' I // `\ \ Architecture \ all -PAPER TOWEL g \ --- ----- No BASE ` COORD. MT'G 1/2 2 01/2 21-6r �I/2 11/2" I HGJ W/GRAQ z ; I DISPENSER/ --- - 9 I 1. CLEAR ! CLEAR 1/` -- 2-FQ. 'I/7 BARS FOR 3-- _ �� 6, DISPOSAL. JAN. DOOR In Ir termor Design 1/p WOMEN'SR MENS ONLY / Graphics FRONT ACCESS. ROOM 1 it1 1 i1 I 11 48 GRAB BAR. -- - 1' � 2� 6 2 -2 2'-❑ 1 -5 2 -U 31-611 ,-- I MEDICINE CAB'T - -_ - --_- T II (ALIGN WITH TOP CLEAR V.I.F. SEA CSV., , V.I.F. - & T.P. D,SP. -- OF MIRROR) . +�411 - I- _J +34 36" GRAB BAR 1420 Fifth Avenue 950 Sixth Avenue \ Suite 2400 Suite 200 LOUNGE ELEVATION —�- — Seattle, Washington San Diego, CaYfornio LOUNGE GE ELEVATION +34" AA �� -- 98101 92101 +17 _-� �• +1711 (206) 623-4646 (619) 232-3233 1/211 1f_ Oil I " '- " \ fAX 2(",-623-4625 FAX 619-232-3337 V2 1 O T.P. DISP. TO --__� __ -TOILET FLUSH oa.w P.t�e�,,Mw�t BE ON SINK VALVE TO POINT SIDE OF DISP. 1, 0„ 1, 6„ AWAY FROM WALL (TYPICAL) �I�-�" �1' (1 Y PICAL) The CuNS Partnership lid.,A Corporation ■ CuNSUL.TANTS TOILET ELEV TOILET ELEV 11_ 011 I/4" - 11_ 011 12 GA. WIRE Ca 4'-0" O.C. Q MAIN TEE. FASTEN TO STRUCT. W/ 200" PULLOUT MIN. 9 2" OFF FACE 10.. OF WALL TYP. 4 - 12 GAUGE WIRES 90 •APART FASTEN TO STRUCTURE & TIED TO MAIN TEE W/IN 2Or vV/200" MIN. PULLOUT Q -- CROSSFROM WALO" O.C. EA. WAY 1- ■ v�loNs Wi SA. ETY FACTOR OF 2. No. Date Item 0- `[ I LXPOSF_D MAIN TEE F--- 4/27/92 ISSUED FOR PERMIT/BID a J 4 5i. s ' 73s. 2 ai - ' �x -- 45' - - r EXTEND STUDS TO STRUCT. -�- 12 \ 1 2 _ _ _ ABOVE. PROVIDE DIAGONAL FOR ALL HEIGHTS SEE z , , 9RACING ID 4'-0" O.C. MIN. REEL. CLG. PLAN — 31 2 a c x , � _ is �z : z 1V (D- 7 z EWES OVER ?_ x 4 11/z" VEE;Tlr n� WOOD STUDS (� 16 O.C. CHANNEL TO STR CT. T 7 ' , t ' 12'-0" EA. WAY, EXPO.,ED CROSS TEE -- - --- - rx s 2 7 HUNG CLG. & I_ ' - ACOUSTICAL TILE 6'-0" FROM WALL — AC" JSTICAL TILE --� WALL EXPOSED MAIN TEE ' / MOLDING -- ' J7 - CROSS TEE OR `-- - - -- --- 2 2 2 - 1 = MAIN RUNNER, 13 2 :s 7 : CUT & RIVET �� --------- -- __-__._-- -- Is 23 - WALL MOLDING DIM. PT�ACOUSTICAI_ TIL---J „ FACE OF FINISHED WALL -- ---- -- 41-011 O.C. ■ AovAls �r ' ELEVATION VARIES HAMILTON/NORMAN ' --CORNER BEAD Project Architect I — I LOCATE FLAOR AIN BENEATH SINK, SLOPE Drown `- — FLOOR 0 DRAIN CTI - rIELD TILL_ CEILING/WALL INTERSECT• 2 C12 - ACCENT TILE 2 A•C T /G W TRANSITION A.0 T LATERAL SUPPORT CT' - ACCENT TILE 3 ----- -- — • • • • • • • Checked Sc:E FINISH FLAN, SHEET - A5.1 FOR FINISH LEGEND 31�0 1�_O�� 3'�'1�- Appreved D A (� I p� GERALD J. CFFR0N - -- - Rf51BOQMT1M-URE - LOUNGE FIXTURESIAPPLIANCE2 WfM21LCLQSEET MIURES: 219D TOILET American Standard AF wall, #2477.016, white, with C�'• / SINK Elkav Single Compartment, #PSR-17116,single faucet hole,S.S. FLOOF SINK Fiat, #MSB 2424 with 3-dram and 01453-BB-flat strainr•- olate. � / / \ A1O `' 1 j Sloan Royal 4110-3 flush valve,and Olsonite '.eat #95. with bright satin finish. ` FAUCET Fiat, #830.44-chrome plated with vacuum breaker,Integral stops,&bucket ',INK American Standard Lucerne Wall Hung,#0355.012,white. FAUCET Elkav Post-Mount Single Lever, #LK-1160,chrome finish. hook w1�i brace. Mount 2W AFF 1- ALIGN__.. \ FAUCET Amencan Standard Reliant Centerset, #2345.049,chrome. PAPER TOWEL Bobnck, #B-262,Surface Mounted,S.S. with satin finish. HOSE AND BRACKET Fiat,0832-AA-.10"diameter Moulnt'_4" \ - - DISPENSER Registration \ / MEDICINE CABINET Bobnck, #B-3.33(1, recessed, with tilt mirror,S.S. with satin MOP HANGER Fat,#889•CC-24",stainless steel,3 .lamp. Mount 48" AFF - \ 7 finish. FWD WASTE General Electric, #GFCA(A), with wall switch. \ / D2. DISPOSER GENERAL NOTES FOR ALLJINTUBF- ■ SHEET TITLE � ---- - \ \ / 410.2 \ A9•Z .ADDITIONAL Bobnck, #B-394, pressed, S.S. with satin finish MEDICINE CABINET DISHWASHER Genc•al F.Icctnc,#GSD640L, white. 3upphe�t by owner, ��, — AT WOMEN'S ROOM 1, All Items,related ac,essunes and fastenin,devices to be supplied and installed by contractor,unless noted installed by contractor. otherwise. `t GRAB BARS Bobnck,#Bh206 x48 and 4Bh206 x 36,concealed mount, 1-1/2" REFRIGERATOR General Eio,tnc, #TBXI6SM white,do:r hinged at mall side. 2. Contractor to supply and install all blocking as per manufacturer's specifications I diameter, S.S. with satin finish. Supplied by o�•per,installed by contr.ictor. TYPE Al - 1�4"x31-0"x 7'-D" S.C. TYPE B1 - 13/4"x 3' 0"x7' 011 PAINTED TYPE C1 - 1 II 71 11 I Ir PP'i plumbing p X_, 0 X V.I.F . H. N T E R C. TYPE D 1 - 1 X 3 0 x 7 0 PAINT MEN'S RWM Bobnck, #B-3474, recessed,S.S. with satin Iinlsh. 3 Contractor to su and install all necessary electrical and/ormnnechero for complete �4 �/4 MICROWAVE .,eneral Electric, #IEfi40). installation as CHERRY WITH TRANSPARENT A'UMINUM DOORS & FRAME V,1ITH CHERRY ALL SURFACES WITH GRADE WOOD DOOR & H.M. FRAME. Supplied b owner,installed b contractor. per manufacturers specifications ELEVATION ::) FINISH DOOR & FRAME TEMPERED "LASS' SIDELIGHTS AND P SEAT COVER Toilet is sue e.rt right side of fixture pP y y � TRANSPARENT FINISH. BOTH TO BE F�f�E-RATED FOR DISPENSER, TOILET' a All fixtures shau conform to and be Installed at heights in accordance with Americans with Chsabilities 1 RAN!S JM TO MATCH. SEE EXTERIOR. 4 5 MIN. TISSUE DISPENSER COFFEE BREWER Bunn,#JPS. Supplied by owner,installed by c-mtractor. Act and applicable state regulations for harner-iree faculties. � ELLVATICNS Q „ i I j I , 11 WOMEN'S RWM Bobnck, #B-3574, recessed,S.S. with satin finish. UN:)ERCOUNTF.R See refltcted ceiling plan (with wall sv.Itch). 3. Substitute fi,tures will be considered only in the Janitor Closet. All other fix"ires area'- specified. TYPE A2 13fy X2 -10 X7 -0 WITH TYPE D2 - 1-/4 X3 n x6 -10 H.M. SEATCOVER Toilet tissue on left sioeoffixture LIGHT Q MATERIAL & INI5H AS DOOR & FRAME DISPENSER, NAPKIN ABOVE DISPOSAL, TOILET 1-YPE D3 - 1yQ.�"x2'-10"x7'-0" PAINT TISSUE DISPENSER GRADE WOOD uOOR & H.M. FRAME. PAPER TYPE A3 - 1Y4"X2'-10"x7'-0" WITH BOTH TO BE FIRE-RATED FOR DISPEN OWEL Bobnck, #B-3944, recessed. S.S. with calm finish. 90211,06 APRIL 27, 1992 DISPENSER/W AS'I'L —_-- - -- - — --- -------- S.C. PAINT G ADF wooD DOOR NOTE: FOR DOOR HARDWARE SEE SPECIFICATIONS 45 MIN. RECEPTACLE Project No, Dote AND FRAME. SOAP DISPENSER Bobnck, #B-2111,surface mounted,S.S. with satin finish. it SHEET W. ROBE HOOKS (2)per bathroom,Bobnck,#B-6717,surface mounted,S.S. ' 1 DOOR TYPES with satin finish. 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To Financial - JNDEKZSIDE c;F DECK - ----- ----E�rEhv c=�.�v l�. Tv Group _--pRO�'iDE 50;,1/10 1N5lJLi ,"•T S�tAFT�VA.`(5 ONL.1' � = 5/�' TYKE "X" �.W.. 15. / - IN WALL ANC MIN, 2 -o I Lf�C�EK�S.aE Or PECK- DECK ` ---FIRE 5L0CIC1NCS _ EXTEND TO Ls5)ff , _ EACr1 51OF_ OF \\/ALL I -2�•4 \MOOD S% Pe OKAFTSTvP 517E of �ecK >b►bovE cEIL.1NG G I�r>'' o,c- oR rI�TAL I TIGARD, OREGON OT 1 0! VO,D D 9 Tl!05 AN 5TLD5 4 \ BRANCH BANK I Sia' G. \V, $ O N @ 1(0" O. C. �J 0'`•1 F �E �LCI��K.I NCy 1 5,17E ONLY oR MET�� Iruo 2n4,�\VoOp STUDS C _ Q 14p" O. C. OR � ETAL --- -- ---- ,K_- Callison� � - �� � , \ / � ----AcoU�T-IC CEI LING CE I L 1 Nva Architecture � , fie. Programming ACOLJSTIC CEILiNcLl �� ACOJSTIC CLILINGI � AGDUgTIC CEILING s PlanningInterior Design Graphics - - - FIRE 6LOCKINQ MFTA _ ST��D 1420 Fifth Avenue 950 Sixth Av_°nue Suite 2400 Suite 200 Seattle,Washington San Diego, -alifornia 98101 92101 • (206)623-4646 (619)2:42-3233 PARTITION TYPE 1 PARTITION TYPE 2 PARTITION TYPE 3� FAX 206-623-4625 �XP61�2A2-3337 _ _ PARTITION TYPE 4 PARTITION TYPE 5 1 -- 2 3 4 3� � i i n,,.C,IAx�n 7ertnershrp Ltd,A Caporatrrn 3 .11111111 ■ CONSULTANTS i SOLID S'OG K K H ERS A.,la F. C,&51N0 15 F_ D /.IAM�j, wTAl�t TO _� r ,, NESIC�N Sf`,"'1101`~ ` Z-01 OR FJ-01 00 r I chO �3ACK � Rom lo, FA�RIe w1ea.Q� wig ;� Sig 5EE PLAN I I a �- H.41 11.I001D P00F_ �v/6t-I GkR.'( \V R a,f V I f.l Y'_ T ►C- ��/G 1 ---------- r�- F I N I S H A L L G I v F E 5�1- i7 G H STAIN T'o MaTCH - _ H06.:-OW 7,&,L f I �SBAVI7' E I LINE OF CA1° '&5CN/F_ , - 5H IM Q � a ` MITRE 4 EA►5,E CORNERS �- �$ rk - FP•'5 E'.' 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T (FIGAv Mutual co� �rEl� Financial - -- p Grp� �,. ;' ---GST• I �u.. _ -- � � TIGARD, OREGON BRANCH SANK Callisonu F • �OfZ SHL SUPS Architecture ogramg 211 Prm n 11 I Planning Interior Design -- --=; __ _ - Graphics 1420 Fifth Avenue 950 lixth Avenue Suite 2400 Suite 200 (I ,�II �I � - I -L}• Seattle,Washington San Diego,Calitornia • ---------- — • 98101 92101 -3233 (206)623-4646 (619)232 3337 ;I Q 2,_0„ ^ n 1-U I I '� I ,_ loll FAX 206-623-4625 FAX 619�23rrtmwl 2 -� o►�- 10 �i ,G COUPON COUNTER _I �� -- -- -- ---- �► �, �� ply. • 'hr Callixx, ertn•rthq,l lA,A Corp v,rx, 1 ■ CONSULTANTS -- z nRA�VF,�• u/ PvLL � Dl5RD�4L. � I ,- - 3/ W/ DN l Z J I ' -- - -- - — _ ALL SURG�- F S I3 - D�VG. A I O ! ------ 0 MI T INSULATE FLUMi616Wl p2�V�?.b w/ SL1DES _ iia +�>_Y'���C) -'�— HELD suppoi2 rs 111C _ '�1�� �i�}L I PULL'S I I ✓IG �D G+��7i1� ■ REVISIONS + �GI 4 W� � N � II _� _ I �,��1, % I ��`1 1 No. Date Itern '- IN I H -NI I 4/27/02 ISSUED FOR PERMT/BID � �� F ONL ——-� -- Ivy ASW p LAM 3 - -- -- -- - _ - L I ti o F 51�-, c� , -- - — ------ �� GA�I�� to >3� QUI ,, II Q �� amu, � I�► I 000, r.. LAM . 3 ON ALS - �oR. SNV4.V F 5 A�OVe '•H 45 '557; FJ 2 AU- ►JC,7'E� l N T ELQ I0;ze 1 O HAVE *DF_T. 4 /AIO-S �,O P•J, SEE 5r c6 FOR I - LOUNGE CABINET LOUNGE CABINET SrG CARD CARINET ■ APPROVALS SHELF & ROD , LOUNGE CABINET --- , --/NOR- - N w `_ _� --- H A.M4'I�TO N/N©R M/�N II I iI i c - I 2 - I Project Architect I n � � � it I .I � I � u I I �u i�� �I ,� I, I ,� _ I ,. 12 I -O Drawn - - - Checked -- - - Approved Deep �`--- D A,� - '�-- - �r--'_- ` / \� - / .�► � RN1. w;DTI-1 M I NU5 I'' W04X` 7 TTAC.K SKI s � ------ �,. GEP,,tLO 1 CERRON A1�icRl�.�,ti O',EP.1•.i \ l �' .• , r I �? I AN1L3\�AI.I��S RFA� TI1, GT C Z c, J�J. '-5Eg T 7 'rl x % �Ev,/E L 5-a� ATM RU.�M v.► _- -— K 2' C CAP O F a R G - # R 21 MIDNIGHT aLIE Registration I I I � � ��T �l�. R woo O' kJNV GONTIr�UJ�o SU i�G� MOUNTED GrIF�;2`f 5 rAl N '1-O M�.TC ! � ■ SHEL•T TITLE I1 IN �T IN TO 1ATGH �; �T"ANDA�DS '�" FROM _24- M_ FILL- t�r� D1=��IGN>�I�'S St�MI�LE EI H� lz WAIL SGfzENvF...D _ COVE - 3 .. �t I LIAR pct I1.F__ - G1_t�_C.�Y 2 SAN C.VnS�T� '� l.L FLOc�I`ING- 5t� CIN ISH �;{CD TO t'�C�,SE btu' E �_ - 4 C.t.1���T 1 I } _ ILLY ORIS, -� F.M P 1 RE 5 RA , �G T 1 >� l,D Lip � PZ6?1 �p�l�D NG ;� �• N °= � �-rri ��k�M DE T �L�N EAR. 'r 5H 150 5 vt a C H 0 Z,5 (� 1 --- L. Ne v✓J \ 11'C0NI SHELF ONL-r - __411 \ , \ k�Al-L. pLa?� �I ��.5E iI iV ' , �� 3 - 4'-(0' 90211.6 APRIL 2.7, 1992 V �HADoW CRAY _ IL �LKF_w _ SAN ---- - --- _ FINAL A���Mr L'(' � �=a `�a�.r�(F leo.,Io�t� Project No. Date �; IN el FII✓LD 1 ,4 FSK NAKDX✓A�ICF_ Cc'-p'' Imo" q�G QdO�l ■ SHEET NO. C�� LOSING ROOM AW. SHELVES" ' TILE COVE IN BATHROOMS TILE TO CARPET _ RASE C CLOSING ROOMillRAIL C X10. 3 g 1 p _ _ 12 I-i� L F �l�Ll. �I�E •�_; � - S C A �.E F t..t��. 5�a. c iL o r COP`'RIGHT,c 1988 THIF CALLISON PARTNERSHIP ..; pnc�r-I� ►•+-� ,may I E3 Ul IF THIS DOCUMENT LS i !SS -TjI III III III III III III III 111 III III 11, 1j1 qr 1-FP11 111 111 Ill III III III ll T1r lI1111 III III III III III IIIIIII III Illilll I I (IIII Illilll IIlllll l III illll l ��I� ��� I ��� jLEGIBLE � � � � l � � � i i i i i _ 'rills N O' A`I'Y O N, (( `` �- Y - -- -- - -- -- -_-- . 1 21_ 3�_ _______ 1,_ _ 5_L_ 6 7� 81 -_ J1 ____._ 1U 11 1� R ` ' IT IS DUE TO THL: (_IUAIATY OF -- - No.36 �`^ •- 'I'HL ORTGCNAL I)UCUMLN'1' . - -- ---- - - - ---.-- --- -- - - - _ _,_ _ __-- _-.-- -- �E� �Z[ [t �[ II Ei 9 It — £ I Z i �[ a�llllllllllll� IIII Illllllll IIII II! III!IINII II ,IIII III �l I Illllllll Illllllll IIII�IIII Illllllll I I �II IIIA I I.I III�II I� II IIII (IIII 111\II IIII LII Illl IIII I,Illl,ll\Il�l\ I 111 l Illi l I� r`. I NN T O' i Q i N 1 m r - - - - -- - - -- - - - - - - ---- - - � Washington _ I I utuol a Finoncivl o c� 1 - -1 O O (D Group L _ _I O O O ---�- - - TIGARD, OREGON I I I I BRANCH BANK I � I , I , Callison Ar(hitecture I Programming Planning Interir,r Design _ Crar nits _ -- -Lz�_, GENERAL NOTES : 1 . For Item Number designatio, refer to written furniture snerifications. \\ - - - - - - - - -) - - `_ _. - - _. - - - - - - - - - - - -- - — �)Gi � Suie 2f�Avernue Suit Sixth Averxie _ _ _ _ _ to 200 Seattle,Was.Nngton Son 0ieyo, Coifornio CASH X77 / 98101 r.2101 \ / (206) 623-4646 (619) 232-3233 111 < VAULT FAX 206-623-4625 FAX 619-232-3337 0M P. Ardltftt N. TELLERS \ CLOSING( 'i,s Galleon Partnership ltd..A Corporation \ 110 )1 001 / \\\ 00 104 1 103 ■ CONSULTANTS / \ STORAGE 0 1 3 91\ 105 — — — 11 C100 1 001 007 1 N T L E LI E TOE KICK 001IN 001 -SECURED/AREA' F C F T L E LI E 001 I COO 2] /lo - I - 013 00 01 ■ REWSONS ;Wq N �- r U 0 2 - �'� 'Ja. Date — Item 002 6 `r'd \\`- 002_ U 4/27/9 ISSUED FOR PERMIT/BID 114 CORR — Ll.l' - - — -- 06 _ 010 - - - - - - — :;10 7, , 1 010 �0 - — ♦ PLATFOR --- 1 — PLATFORM 005 005 UO _ I �, 002) 006 002 ECT HAMILTON/NORMAPd Project Archi'cect 00` �0 5 117 I ------ - _— - - 010 �10 0 00 Drawn 00� . LOUNGE _ Checked �lo Approved c� 002 002 002 002 ,C� y GC'� q 1. GERR `— 2150 I � Registr ation 5 SHEET TITLE FURNITURE I PL AN Q n FURNITURE PLAIV .__ 90211.06 APRIL 27, 1992 1/41' 1. rr Project No. Date � 0 2 4' 13' 8 SHUT W. A11 . 1 11 JAN q2 ) .':'+:��.� 511 PfiC 1 F IC I T T r1-IIAMY COPYRIGHT@ 199 THE CALLISON PARTNERSHIP c? nF' >R IF THTS DOCUMENT IS LESS 1 III IIT[T1i 1-171p 1111111 11111 IIII11111 111I T11 IIII IVII LFGIBLE THANTHIS NO'rA1TON, G 1I11f 11 3 51 7 III IIS II IvII III III IIIIIII I II•IIII ' III1II II III III IIIIIII � III III VIII�I ' APRIL 23 1994 IT IS DUE 'O THE No 36 THE ORIGINAI, 1)0CUMI,N'1' 1 I L i 9 i 4 i P1 E i Z i �T. i ( i T3 �8 TL �9 6 £ 111111-1111111-11 lei311111 II�!I II I IT� 111 l _24 - 16d NAILS @ 3 " OC IN 2 ROWS DBL TOP PLATE GENERAL STRUCTURAL T STAGGERED EA SIDE OF UPPER PLATE N 0 E S SPLICE (48 NAILS TOTALS ) @ TOP OF PARAPET �-.� THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE : NOTES : STRUCTURAL STEEL . S 1 MPSUN I�W6 12 4 - CODE : OFFSET HANGER 52 �- 1 . DETAIL OCCURS ON ALI_ STEEL ASTM A36, Fy = 36 KSI , EXCEPT TUBES TO BE ASTM A500, GRADE EA END OF 6x12 A 6x12 N. S, E ( W WALLS. UNIFORM BUILDING CODE, ! 988 EDITION. B. Fy = 46 KSI . SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION TYP TOP Pi PER A 1 SC SPECIFICATIONS. SUBMIT SHOP 1')RAW I NGS. ` ATE SPL ICE DESIGN SOIL PRESSURE : MINIMUM '� - - SIZE ZE WELDS CONTINUOUS FILLET PERFORMED BY WELDERS WASHINGTON PARAPET WALL --r 6 NO S(,ALL 2500 PSF MAX DEAD + L 1 VE LOAD. SOILS LS ENG I NEER TO FIELD VERIFY. CERTIFIED PER AWS FOR ROD AND POSMON T 101 ' USING HEAVY COATED EL-CTRODES. DOUBLE TOP PLATE _ TYPICAL BOLTED CONNECTIONS - �4" A3 7 T MUTUAL EXTE�!r! THRU RAISED � �' 0 7 CAST- FOOTINGS ON FIRM UNDISTURBED SOIL, I 6 MINIMUM BELOW FINISHED 0 0 Yl�t�. . I 1 SHED Af 'GOOF AREA � � � _ � 3 s2 GRADE . CAST SLAB ON GRADE OVER 411 THICK COMPACTED GRANULAR FILL OVER APPLY ONE COAT OF SHOP PAINT TO ALL GTEEL EXCEPT FOR CONTACT SURFACES r C INAINCIAL `- o `" o`' COMPACTED SUBGRADE . 1N BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TC BE FIELD � x o � x S2 � GROUP `° DESIGN LIVE LOADS: WELDED OR SURFACES WITH SPRAY -ON FIRE -1ROOF , NC. 6 16 " TJ 1 /550 +P ! P sl @ 2f -011 ;IA�� Q S2 ROOF = GLUE LAMINATED TIMBER: 25 PSF (SNOW) -_ 6x6 I 6x6 SNOW DR I F T = ASCE 88 BEAMS A - _ Tigard, Oregon WIND _ AND GIRDERS RDERS DOUGLAS FIR R SPEC ! ES, COMBINATION f SAT I UN 14F Via FOR S ; MPL_E 9 g $0 MPH, EXPOSURE C SPANS, Fb = 240)0 PSI . FABRICATE PER A I TC 1 1 7 82 . PROVIDE WET -L1SE Branch Bank ADHESIVES. MOISTURE CONTENT - 14 MAXIMUM. APPIARANCE - INDUSTRIAL 2x6 STUD I I -'____� + 2x6 STUD u qs = 1 7 PSF, I = 1 . 0 GRADE . SUBMIT T SHOP DRAWINGS.N �. : GS. USE M 1 -D STEEL PLATE WASHERS A f ALL BOLT WALL I) II WALL o SEISMIC - ZONE 2B, 1 = 1 . 0, HEADS AND NUTS BEARING ON WOOD. _ X it Rw 8 STRUCTURAL SAWN LUMBER: 16 " TJ l /55U >2� � `-J � YWOOD s>z REINFORCED CONCRETE : 2x6 STUD -AL _ LUMBER VISUALLY GRADED AND STAMPED PER WWPA STANDARD GRADING RULES _ _ _. LAYOUT x " ALL CONCRETE - f ' o = 3000 PSI , MAXIMUM W/C = . 50, 5 � SACKS OF MOISTURE CONTENT OF LUMBER 2 " OR LESS fN THICKNESS - 19% M4XfMUM. WALL TYP cv �� TYPICAL Ln o CEMENT MINIMUM PER CUBIC YARD. SUBMIT MIX DESIGN. SPECIAL INSPECTION X 0LI HVAC I - THROUGHOUT ) _ - REQUIRED. SFRUCTURAL FRAMING - DOUGLAS FIR -LARCH SPECIES, Nr) 2 GRADE OR BETTER, ROOF HATCH � _ UN 1 T 9 o ou Fb = 1250 PSI ( 14. 0 PSI REPETITIVE ) . SEE ARCH " N _ 52 �- REINFORCING STEEL BARS PER ASTM A615, GRADE 60. SUBMIT REINFORCING BEAMS AND STR n �1 w .STEEL SHOP DRAWINGS.NGS. DETA I L BARS PER AC 1 3 15 MANUAL OF STAND.'RD I N('ERS - DOUGLAS F I LARCH SPECIES, No I GRADE OR x " FOR S 1 ZE 8 xl - BE - TER, Fb = 1300 PSI . `� o cv CD PRACTICE . LAP BARS WITH A CLASS B SPLICE . FIELD BENDING BAR:, Nom " = LOCATION Sz _ HDD JBL .IG 1ST - ou o o �r _ to A'S REOD AT ALL `� w PERMITTED. WELDED WIREIFABRIC PER ASTM A185 . TURNI ::H 1N FLAT SHED. -IS, CONVENTIONAL CONSTRUCTION PROVISIONS PER SECTION 2517 OF THE UBC . - _ = HVAC UNITS _ _ �, J NOT ROLLS. SAP EDGES I /Z MESH MINIMUS . PROVIDE MINIMUM NAILING FOR CONNECTION OF VARIOUS COMPONENTS PER TABLE N 2 - 12 " TJ1 /350 G 'C I� o x w 250 OF THE UBC . TREAT WOOD BEARING ON, OR INSTALLED WITHIN I " OF •��.,._...,..__ I— cel - �c z CONCRETE COVER : , _ _ MASONRY OR CONCRETE WITH PFESERVATfVE . USE MILD STEEL PLATE WASHERS AT - 2 , - a s2 x i, I s1z \ �� ,�� J�G'�N FOOTINGS 3 " WALLS I ", EXCEPT 1 �" WHERE EXPOSED TO WEATHER ALL BOLT HEADS AND NUTS BEARING ON WOOD. USE GALVANIZED COMMON NAILS O �2 - I TJ ! x'350 LD -1 6 " TJ 1 /550 00 ��%`���� J AND z AGA f NST EARTH. SLABS ON GRADE I " . COVER TO BE NOT ONLY. USE GALVANIZED FRAMING HARDWARE MANUFACTURED BY S 1 MPSON COMPANY , PLESS THAN BAR D I AMETER. OR AN APPROVED EQUAL 1 CBO CERTIFICATION REQUIRED. 3 W �Q O PL) WOOD z �8� Pl_Y'vti >OQ WOOD �r�USS WASHINGTON,�--- 5/8 PLYWOOD � MUTUAL FINANCIAL WOOD TFRLU=)--, �y GROUP 2 x t3LkC� 1 2 G C@ I G" OG ------ - - %2' P LY W OO D PLY w OO D -- 2 *tom, @ ►G' O.C., C I G� � � �. Tigard, Oregon 2x60 IGI' OC. ---- , �II PLYWOOLG ,2 Bravo rank Sib GL, ---� J , - --- d C 'Go OC . Irod @ B' 0C- - 5,8" � I — 5,8' PLYWOOD I 5/8" PLY WOOD - 2 - 4 w 2' - 0" OC 2 x 10 - S I M PSON U24 EA ENCS 2kI0CEILING \ -7-) 1 .JalST - ----�b J0157 C 16"C)c -- r�1`- ---- S I M PSON 1-1210 HANGER -J \ 2 x 6 BLKG - T..II JOIST f � ' WALLTO W16 / CC>AISUITMiTS RAISED ROOF END WALL RAISED ROOF SIDE WALL STUD WALL TO 5YS G L STUD &-7,4" = I _0 2 3/4" = II-C," 3C) /4" = ,'- OI 4 3 - I'_�I ANOERSEN BJORNSTAfD IC ANE aJACOBSg INC. CONSULTING ENGINEERS ,a -4 220 220 WE��T HARRISON 4/2 I �Z SEATTLE, WA. 98119 � I IZZ F�`'/4 x 3 x I'-O'� EA SIDE C206] 285 - 111E115 i /4 EA SIDE Z- 30L-7S — 5'r8 OB E "%4 G L_ 2- BOLTS 58G1, F�. 1/4 EA SIDC5V£3 CaL - /4 GL fL1/.4 EA SIDE I-gOLT 2- 80 LTS SI-OPE (p X \\ ■ REVISIONS -- \ ! I No. _ Date Item L 4/27/92 ISSUED FOR P IT/BID - N i SEE '11 :52 FP- I = - _� - -- --- '�2 x & 1/2 e 5%8 GL Al l � I Y2X51/2 --� C ENT E F, f %4 x 9 III ►� 1/2 - @ GL --- e - -- %2'' • 4%2' I ,.. --- TS 4 x 4 GO L \-�7yp T S 4 — - --- x 4 COL i I I I 'N _ - - 1 I -� 4 ��/Z1 I \ 3/4 G L. u -- 1 _— — - - -- 1 3/4x 1/2 x - 2�4 � I T5x 44 COL � 111 /4x10x I -O - --- - - --.. - - TS4 X 4 COL I I 1/4 — - - — - - -- -- 578 35Y83A G L' S TO I NT COL65 OPF"Ovft-s x AND GL TO COL OR6 /4GLTOEXTCCL GLS10INTCOL S - --- --- C6) 3/4 = I'-CI, � 3/4"- II-OII 8 � 314" z I'-O" 9 3/411 TREATED 2,K 6 Drove" HIGH ROOF PLATE 0/ 4 - " SEE ARCH TDP x 0'-8" ANCHOR Checked DOUBLE 2 x G TOP PLATE SULTS @ IA DHB PLATE Approved G GIG" U,C, TS 4 x 4 COL PitQF . Z4'' 5Q PLINTH W/, ��t�IN WEB 'STIFF EA, SIDE WEB ST IFFENER I 3 2/x G STUD ti« I II 4 - #rG VEgT EA SIDE `` IJ34x� 10x0- 10 MALL %2' PLYWOOD 5/8 PLYWOOD I EXTEND PARAPET � I �" �4 � X 1 - L i GHT 1 NG F 1 XIURE SCHEt?_ LLE« ELECTRICAL SYMBOLS TYPE LAMPS MANLJF"ACTURER lSCRI PTI ON _ COMMENTS WASHINGTON A (3)F40 METALUX 2 x 4 PARABOLIC TROFFER EXPOSED GRID TEE MUTUAL 2PGAX-34OS36H 4" DEEP, SEMI SPECULAR, CEILING RACEWAYS 18 CELL LOUVER FINANCIAL LIGHT LINE INDICATES NONELECTRICAL OR BACKGROUND -- RACEWAY, CONCEALED, (ELECT RM OPTION: EXPOSED) B (2)FU40 MET�ALUX 2 x 2 PARABOLIC TROFFER EXPOSED GRID TEE GROUP (THIS IS too f CONTRACTURAL DEFINITION OF WORK) 2PGAX-2U6S33H 4" DEEP, SEMI SPECULAR, OR GWB CEILING 9 CELL LOUVER HEAVY LINE INDICATES NEW WORK POWER OR LIGHTING BRANCH CIRCUIT INDICATING CIRCUIT HOME TIGARD OREGON (THIS IS NOT CONTRACTURAL DEFINITION OF WORK) RUN TO PANELBOARD, (HASH MARKS SHOW NO. OF C ( 1 ) MR- ' 6 CAPRI 4" MR--16 RECESSED PROVI DE I NTEGRAL A-1,3,5, WIRES WHEN MORE THAN TWO REQ'D, NEUTRAL SHOWN 5OW (EXN) LC1 42-LV1 X DOWNLI GHT. LOW VOLTAGE TRANSFORMER BRANCH BANK DETAIL IDENTIFICATION LONGER, DOT INDICATES ISOLATED GROUND WIRE) 39 ' BEAM WITH CLEAR LENS ISOLATED GROUND= SEPARATE GREEN INSULATED COPPER f12 AWG WIRE ANGLE AND WHITE' TRIM RING DETAIL NUMBER FROM PANELBOARD INSULATED GROUND BUS f0 THE DEVICE INDICATED 'DES'. E-2 E-3 SHEET NUMBER WHERE DETAIL IS DRAWN f_1 ( 1 ) MR-16 CAPRI 4` ADJUSTABLE MR-16 REC- PROVIDE INTEGRAL � �OA 50W (EXN) LC142-LVlTX ESSED DOWNLIGHT. LOW TRANSFORMER SHEET NUMBER WHEr2E DETAIL IS TAKEN ------ UNDERFLOOR DUCT, 2 CELL, INSERTS 39 ' BEAM VOLTAGE Wi TH C' EAR LENS Architecture 24" ON CENTER. SEE ARCHITECTURAL FOR LOCA.PION ANGLE AND '. LII TE TRI M RI NG Programming LIGHT Fl TURES ' -- Planning Interior Design -� FIXTURE TYPE E (2)F18DT1" CAPRI 8" RECESSED FLUORESCENT HPF ENCAPSULATED Graphics -� (RF-1, (2) 40 WATT LAMPS SHOWN) SEE SCHEDULE PL28/120-T462 DOWNLI GHT. CLEAR BALLAST, UL. SPECULAR ALLAK L! STED FOR DAMP F---� F�----I FLUORESCENT STRIP, SURFACE OR PENDANT 4OUNTED --- - --- REFLECTOR LOGAT I ON UNDERFLOOR DUCT, JUNCTION GOi( 1420 Fifth Avenue 950 Sixth Avenue X META UOR F 1 F Suite 2400 Suite 200 L -- LU2' 'OR 3WALL MOUNT WHITE i E END CAPS FLUORESCENT, RECESSED _ ( ) Seattle, Washington Son Diego, California ESCENT EIC-120-LTS FLUORESCENT WITH WHITE AND DAMP LOCATION 9810623-4646 92101 (6 9) 232-3233 WARM WHITE OR ACRYL I C REFRACTOR LABEL. FAX 206-623-4625 FAx 619-232-3337 FIXTURE WITH BATTERY BACKUP (ONE LAMP WATTAGE BC-130 (SEE PLAN) oww P L;AdOex ArchIlact EMERGENCY POWER CIRCUIT) AS REQ' D (SEE PLAN' UNDERFLOOR DUCT, SERVICE FIT11NG he can .�wPc,t„�.,,,c Ad., A co.porOtiOn 0 CONGl1TANT8 (POWER, DATA, AND TELEPHONE) ��''`�� INCANDESCENT, PL FLUORESCENT, OR HID, G ( 1 )40W AMER; CAN 48' UNDERCABI NET FLUORESCENT, TO BE SWI T-',iED `J SURFACE, RECESSED, OR PENDANT MOUNTED LPF WARM FLI;02ESCENT WHITE ENAMEL RAPID START AT WALL &4j:fE@*md BAC U 3 WHITE CORPTUQ-140W WITH CONVENI ENCE OUTLET s. p•S. RACEWAY STUBBED OUT WITH INULATING BUSHING Wodthgtan sat V INCANDESCENT, PL FLUORESCENT, OR HID, "WALL MOUNTED H (1 )M100/U NU-ART 14 x 14 METAL HALLIDE HPF, -20oF BALLAST ( 583-0200 FAX (2N) 383-e''6 NACI.-13-W-100- PR WITH CLEAR PRISMATIC UI_ LISTED FOR DAMP ACRYL I C LENS, WH I TE LOCA T i ONp PR1� ADJUSTABLE DIRECTIONAL LIGHT FIXTURE MAIN BODY �.� NGI N4Fss, EXIT S';N, WITH DIRECTION ARROWS AS INDICATED, 15 42 O� r CEILING, PENCHANT, OR WALL MOUNTED 2X5 I N/A N/A OPEN - CLOSED SIGN. BY OTHERS PROVIDE ABBREVIATIONS POWER AND BACKING 1 OPEGON ' SWITCHES AFF ABOVE FINISHED FLOOR �qR 30, \SO K SWITCH, S'NCLE POLE CT CI RCUI T BREAKER Q RUB J ( 1 )100MH CAPRI RECESSED METAL HALIDE HPF, UL LISTED FOR to SWITCH, DIMMER CLG p�INGG MHR10/100-R12 DOWNLI GHT, 6" APERTURE DAMP LOCATION F, RDL I.ABEL �""`s DN DOWN SPECULAR CLEAR ALZAK ^ , (Joie tem DWG DRAM NG REFLECTOR OWH DOMESTIC WATER HEATER 4/27/92 ISSUED FOR PEFVW/BD EF EXHAUST FAN SWITCH & CONTROLLED OUTLET OR FIXTURE E,EXI ST EXISTING _ FA FIRE ALARM K (1 )1 OOMH KIM METAL HALIDE FLOOD a a FLR FLOOR ALF2/100MH 120/ WI TH BARN DOORS FLUOR FLUORESCENT LPG WITH BARN AND STANTI ON DISCONNECT SWITCH- FUSE PER EQUIPMENT INSTALLATION INSTRUCTIONS FU T FUTURE GFCI GROUND FAULT CI RCI;t T INTERRUPTER DOORS BD/LG-P MOUNT DISCONNECT SWITCH HID HIGH INTENSITY DI SUmARCE' — & S TAN T I ON MCI,N T HP HORSEPOWER RECEPTACLES HPS HIGH PRESSURE SODIUM SM18 JB JUNCTION BOX KVA KILOVOLTAMPERES 0A SING RECEPTACLE, KW KILOWATT SUBS^RIPT INDICATES TYPE MAX MAXIMUM X (2)3. 6W TELEDYNE UNI VERSAL EX T PROVIDE ALL ----- --- MFR MANUFACTURER & ( 1 ) FX1 G-6 SIGN AND BATTERY MONTI NG ACCESSOR' c7S 0 DUPLEX. RECEPTACLE, 20A, 120V (DES = DESIGNATED CIRCUIT) MIN MI NI MUM MLO MAIN LUGS ONLY F7TT BACKUP REQUIRED MTD MOUNTED — — OGFCI DUPLEX RECEPTACLE, GROUND R NEUTRAL NEC NATIONAL Ei_ECTRIC CODE `AULT CIRCUIT INTERRUPTINC NIC NOT IN CONTRACT ■ APPROVALS NTS NOT TO SCALE OIG r;uPL.EX RECEPTACLE, ISOLATED GROUND PNL P1,NEL OR PANELBOARD HAMILTON/PHELPS QTY QUANTITY DOUBLE DUPLEX RECEPTACLE RM ROOM RO RACEWAY ONLYK. SA.f�.E SHT SHEET SITE PLAN NOTES- SPEC SPECIFICATIONS SURFACE METAL RACEWAY WITH INTEGRAL SW SWITCH M. ROF�ISON DUPLEX WIRING DEVICES (SPACING AS SHOWN) TEL TELEPHONE AND SIGNAL DEVICES TTB TELEPHONE TERMINAL BOARD TYP TYPICAL 1. CONTRACTOR TO PROVIDE POWER SERVICE FROM TRANSFORMER. ADP,`ved 4)DES DESIGNATED CIRCUIT: INCLUDES ORANGE COLOR DEVICE M WATTS SEE ARCHITECTURAL SITE PLAN FOR LOCATION. SEE RISER WITH INSULATED GROUND SLOT AND ISOLATED GROUND WIRE. W/ WITH DIAGRAM FOR CONDUIT AND CONDUCTOR SIZE. W/0 WITHOUT ODER DEDICATED CIRCUIT VIP WEATHERPROOF 2. CONTRACTOR TO PROVIDE 4" RACEWAY FOR TELEPHONE FROM LOCATION INDICATED ON ARCHITECTURAL SITE PUN. 3. PARKING LIGHTING N.I.C. MIN PANEL BOARD 208V ® EQUIPMENT CONNECTION, PROVIDE CONTROLS AS REQUIRED --- Reg.strot,on MISCF1 L ANFOUi -- — — 0 SHEET TITLE 0 © JUNCTION BOX MISCELLANEOUS SIGNAL&OMMUNICATION LEGEND . y TELEPHONE OUTLET 0 DATA OUTLET NOTES Q G SECURITY SYSTEM JUN^.TION BOX Q SEE AWED SECURITY ALARM SCHEDULE - SHEET E-5 ID 0 EQUIPMENT DESIGNATOR - SEE SCHEDULE 9_0211.0_6 17 APRIL 1992 o pct W —.. late SST t60 SEE E-5 FOR ADDITIONAL LEGEND F'I=�C:1 F T COPYRIGHT(D 199 THE CAU ISON PARTNERSHIP _ IF THIS DOCUMENT IS LLSS 1�I IIIlIII III III Ili � � � III ISI III I ; I I � II�i rrrrl 1� I�I I�r I �I ! �! Ijl Ijl I �I 11r �� ISI � � � III ' III � � I � � � III � � � � � � III Ijl IIII ! li , � �� jljl ijl Ijl Ijljljliljl I � I Ilijl � - � < LEGIBLE THAN TlI1S NOTATION, � 1 � G 3 � ` � 4 I � 15 I 16� 7 8 9 � 10 I 111 � APRIL 2J 1994 I7 IS Hill✓ TO '1'HL QUALITY O1�' No.36 THE URI(iINAL n(�C:UMLN'1'. -- -- - - - - - --- --- - - --- --_ -- - - -- - ,--- T- - -- - - T -- LZ 9Z 19Z 6Z £Z �111111J,1,1 UZ E3i 8i Lt 911 S[ ri £[ 7.L iT ( t 6 I �L 9 1�3 6 E Z T�teitw, ' 11111111111111 111 i�i�iili�ii i�iiii iiii�iiii 1111 iii i iiii iii�i<« �u�l�� «��ii��ji��<<<<<u>; > >��>�����l��u�lu �i�uiui ��i���� ���� ���� i����►���� 4 / ; L- 20,22,2 SIGNS (2) ALERTON/HVAC CONTROLS C � 100 (TYP OF 4) 12 POLE ELECTRICALLY HELD CONTACTOR WASH ' NG TUN L-13--- - M u I u A L ! CONNECTION FOR4:� SIGN (TYP) FINANCIAL FIXTURE TYPE e BY OTHERS GROUP 7b j L-11--- SIcNs (2) I �-- N TI GARD, OREGON � I , SIGN L-8 BRANCH BANK ! L-10-- L-16,18 '' L-12,14 N _ t I I PHOTOCECONNECTION FOR LL � L-12 A ROOF L-7 VIA • ON SEL 7a FIXTURE TYPE 100 A,ch;tecLire 2 BY OTHERS L-14 Programming Planning Interior Design E- E-2 Craphits L-16 �-- (TYP OF 2) (TYP OF 6) L-18 — 6 3c 1420 Fifth Avenue 95C Sixth 4venue 2-3 3b 3b 3b 3b 3b 3b N Suite 2400 Suite 200 Seattle, Washington Son piego, CoiJorn a 1d — � .d 1d 3c _.___ g (TYP OF 6) L-20 98101 9210' 3e 3e 3e 10, 1d 1d id —. 1b FAOX62062 623 a 625 PAX X619 2L i2 33337 1la I —Z 0Odd P OndNY, ArOstect Id 1d 3c i 3C l rhe Cava+ Patnoroip A CarpwatIm ' r 10— N 3 lb 0 i Cantaltants, P.S. S 5 5 5 5 t_ 2-3 I 10 EXTERIOR SIGN CONTROL s �t t�,�an W0, 1d Id 10, t _ EXTERIOR LIGHTING ' (2oe) sea-opo FAx (r e) �en2e SCALE: NONE E-`I 2 i 5 j I i 1b j 1 SWITCH SEE (TYP OF 6) *• la k.�� PROFS 3c , �� NGI N - f Si EE-2 } -- + - , I - - t_ UN 1MTCHED 15,423 - I 8 (TYP OF 6) 1d N 'd -CIRCUIT /3 2-3 /j CIRCUIT #6 � � � . . _�... , . ....... i OREGON � 2t ib 2b 2b 4b 2b2b 4b 2b 2b 4b 2b 2b 4b 2F 2b 4b 2b I � � 30, e j , ARK a R 00 UNSWITCHED F IT F I r Ivrs+cws 20 ' 20 1dJ 5e 5f t !i PHOTOCELL ALERTOM/HVAC CONTROLS 5f 6c ON ROOF EXTERIOR / j 3 POLE ELECTRICALLY 5e { t LIGHTING HELD „ONTACTOR IN — E1 SWITCH $, ELECTRIC ROOM A EXTERIOR ld I 8r; 1 , C LIGHTS SIGN I I 2b 4b 2b 2b 4b 2b 2b 4b 2b 2b 4b 2b 2b 4b 2b2b 4b 2b L-7 t~-- , � 5c F i a 1 \20J , Gc Y b DRIVE UP — — ! I I I LIGHTS NTS J 5d ❑ ❑ 4 L-8,10 100 �I --SPARE EXTERIOR 50, CONTACTORS L-2,4, i — — 5b 5a 5h i N - ---- LIGHTS ! APPROVALS � ' PANEL L 1..... - �-- i HAMILTON/PHELFS EXTERIOR LIGHTING CONTROL L prO;eCt A.cnitect K. SALE L-1,3,5 ,- 6c I� SCALE: NONE E-2 E-2 PANS P M. ROB ISON -- 5a IINSW ITCHED ' cd I � . � I;` proved 1 6c 20,40, 20 20,40, 20, L-9 HA s, 2j 40, 2a 4 2a 4a 2a ,I 2a 4a 20, { f 20,40, 24 ! SEE e i 2-3 2 100— t E-2 I 1 BALTLASTF;SCIKCUIT 2 I 65 / L-13,15,17 . . I . xty F2p9ittlrbti0r PANELBOARD BRANCH CIRCUIT CKT 100 SIGNS �'2) 100 % ( ) Y SHEET TITLE -- NOTES: � SWITCH IF MORE THAN ONE - 2. 4,. 2 a� PER CIRCUIT) 1. ALL FIXTURES TO BE TYPE2 A= LION INNER LAMP BALLAST 'B' CIRCUIT 4 (SHOWN WITH BATTERY BACKUP) LIGHTING D:� CIRCUIT /1 FOR SWITCHES d AND e. DEXTERIOR SIGN TIMECLOGK. SEE _ 3 3 LAMP FIXTURE CIRCUITING FLOORP �-AN E �-z 4 L0r"ATE PI!OTOCELL FACING NORTH IN A LOCATION THAT WILL DETAIL � NOT BE SHADED BY BUILDING. SCALE: NONE E-2 E-2 LIGHTING FLOOR PI-AN r,3 � --- - �.i' VIA CONTACTOR .4NLI 11MECLOCI(. SEE E_ E-2 90211.Ct6 _ 17 APRIL 1992 1M�I 4• 1 f O• ._021 .,,, � 19 / MUUNT SWITCHES IN r*O ROWS. DIMMER SWITCHES SHALL FORM -- — BOTTW ROW AND TOGGLE SWITCHES SHALL FORM TOP ROW. 9 61 T 140 LABEL ALL SWITCHES PER 16195 AS TO ARFAS EACH CONTROLS. 2 MOUNT SWITCHES IN TWO ROWS. SWITCHES FOR CIRCUIT #2 SMALL. FORM TOP ROW AND SWITCHES FOR CIRCUIT /4 SIA!L FORM L— I .rTFic HY�WpY 2 BOTTOM ROW. COPYRIG;IT(c� 199 THE CALLISON PARTNElF-11P I IF THIS DOCUMENT TS I,Et;S T�I Illtlll III III III III III Ill Ili III III 1�1 1T1 11111f1 fl! II III III III ill III ll�l �l1III III III III III III III III IITIT I' llillll ' I �IIIII III III ' Ill IIIIIII III III I I - ,) r LEGIBLE THAN 'I'li l 5 NOTATION I I I I I I I I I I 1 I APRIL r,_(_0, 199 4 1�_ 3I- _- -1_ =��-- ---5 ----I--�--- L_T IS DUE1'l) '1'111. OUAI,1 'I'Y ON' 2No.3e THE ORIGINAL I;i)c'I IMI?�!'1' . _ _�__..__.___ _ -- — —— - 9ii i Zl1 IIIIIIIIII Lill Ilil ILII IIIII III ILII ILII ILII ILII ILII �l��lll�l II�IIIIII Il�llllll I�I►Illlllfiilt IIII�IIII llll �l�l Iillllll!lll IIIA! llllll�ll Illll►lll IIIIIIIIII I� 1 I llllu�Illililliil ' ll lll!��lu L I�lllll�ll�!llill III r 3/4' CONDUIT WITH - SIU8 INTO WASHINGTON PULLWIRE FOR AUDIO POSTAL REQUIREMENTS MUTUAL FINANCIAL GROUP 2 112. 3/4' (TVP) ;•. TIGARD, OREGON BRANCH BANK 3/4' CONDUIT WITH P-32 VIA P-34 VIA P-36 VIA / / / 6 /12 CONDUCTORS CONTACTOR CONTACTOR CONTACTOR AT TELLER AT TELLER AT TELLER// // P-30 PROVIDE POWER PNEUMATIC DELIVERY SYSTEMS AND tecture THRU-WALL DRAWER PER AWED SAFE ANC VAULT Programming REQUIREMENTS nianningteriof 0estgn Crophics i 23 6 19 i0 +48' +�' W21 23 23 +48021 w +4819 19 - ... ON 700E 15 p In b +48' ABOVE 14^0 Fifth Avenue 950 Sixth Avenue b Suite 2400 Suite 200 L— Seattle, Wnshin CONTACTOR WP � ALARM 98tOt gton Son Diego, Col;fornio PROVIDE POWER TO BOX (206) 623-4-.•t6 (619) 232-32"'j- VAULT DOOR FOR It 19 FAX 206 P..3-4625 FAX 619-232-3337 EMERGENCY VENTILATOR P-19,21,23 P-25 P-29 / 19 Davy P UMMMY. Arc"llat PER LE FEBURE L-1.1',27,29 19 The Coomw Potr.«m1hip ltd.. A corporeuon N CONrI✓LTANTI REQUIREMENTS ACU-1, 100 MOCP 208Y, 30 15 15 • (NEMA 3R DISCONNECT)0 CAI A Ib A C US t3 Carriultanf%' P.S. Sm" S. 10 22 20 26 26 20 22 22 20 24 24 ?2 20 �im 20 2C2l2�4 DED d �K �� P-27 So 6.206) wwh0200n AXt(2 COPIER (201) 58} 0200 FAX (206) 5B3-g876 ELECTRICAL BOXES AND CONDUIT IN TELLER LINES BY OTHERS. F.�-0 P F �`�� F.�GI tie 15,423�� 0 P-/4.26 P'-20,22 CONTRACTOR SHALL PROVIDE CONDUCTORS 15 1'FE COIIAMtWATION DUCT IS ALWAYS INSTALLED i � � � � . OREGriv GFCI +48' ON THE BANK ENTNANCE SDE OF THE SYSTEM iq ° 3 o THE POWER DUCT IS INSTAMED AWAY FROM THE ENTRANCE 17 Rk Q RO�� ' EF-1, 1/4 HP /7 10 8 120V, 10 ; ■ REv�ows 8 - 1 DES SWITCH FOR ; 3 DES REFRIGERATOR 'IISPOSAL4.480 ; — — 5.7 , 1 1 GFC1 +48` J8 I I r 3- , 1 1 911 17 12 r — 8 14 ' y 12 16 +� L-19,21,23 x ; DISHWASHER DW-I 9KW 1 IDE` I 3 ES j P-8,10,12 208V, 30 DISPOSAL .. / (18 /� (ABOVE CLC) 5,1 . ' k COFFEE +44' / t� '1' CnNDl11T 9,11 - - ON TIMER MICROWAVE (WITH PULL +66' r r r 1WIRE TO t L-32,34,36 I ; IPANEL P ® P-14,16,18 PANEL L ! 1 APP"OVALS _ EL.FCIRIC METER +� 2 PANEL P 1 DES HAMILTON/PHELPS P-2,4,6 3 . .����. Architect .�— LOCATION. COORDINATE •• -- ---- ......... ___ _-_ WITH ARCHI iECTURAL ; •-• �- ----�--- - -- _-_ K. SALLE )rl DRAWINGS - -J DED/DES 5,7 1 ___ _._. :..._�_--__- - I ,9,11 ; M. R08ISQN 4�E 6 , NOTES. heckeC ry t t t ! I APPnaved P--28 I D:� MCl1NT RECEPTACLES PER AWED COMCO REQUIREMENTS. P-13,?5,17 [:2�- DUCT EXTENSION TO PANEL P WITH CIRCUITS 1,3,5,7,9,11. cq 2 4 2 2 17 I 17 i EACH DESIGNATED CIRCUIT SHALL. HAVE SE' ERATF NEUTRAL AND GROJND CONDUCTORS. PROVIDE JUNCTION BOX ABOVE CEILING CONTAINING ALL CIRCUITS PROVIDE POWER AND J-BCXESWP • FOR ATM AND SIGNAGE PER 17c GFq INDICATED (LABEL CONDUCTORS). PROVIDE 1 RACEWAY DOWN \ * NCR REQUIREMENTS WALL OR USEDSTUBBED BY OTHEERSOFOR(AT CONLOCATION CiION ORARCHITECT) TELLER LINE ELECTRICAL SYSTEM. _ 1/2' CONDUIT TO DEPOSITORY JUNCTION BOX (COORDINATE COORDINATE FUSE, SWITCH, BRE-',,ER AND WIRE SIZE WITH ■ SWET TITLE � ALL LOCATIONS WITH ARCHITECT) MANUFACTURTERS INST&LATION ;NSTRUCTIONS. PROVIDE POWER FOR CCN LOCATT SWITCH FOR DISPOSAL ON WALL A80VF SINK. COORDINATE POWER MONITOR AND VCR PER EXACT LOCATION WMT}; ARCHITECT. ALLIED SAFE AND VAULT REQUIREMENTS 6. COORDINATt LOCATION OF ALL EQUIPMENT WITH MECHANICAL AND FLOOR P Q ARCHITECTURAL L'RAWINGS. MECHANICAL EQUENENT SIZES AND f- LOCA'TIONS SHOWN CAN DRAWINGS ARE FT.. BIDDING PI.POSES ' Q ONLY. THE MECHANICAL SYSTEM WILL BE DESIGNED BY I DESIGN-BUiW CONTRACTOR. PROVIDE ELECTRICAL CONNECTION POWER PLAN AS REQUIRED FOR EQUIPMENT ACTUALLY INSTALLED. 1 4- = 1' 0- ���� 90211.06 17 APRIL 1992 r■� V' AL..ERTON/HVAC CONTROL PANEL. - l) ,,,ec'. NO 0cle ■ Sri`ET wo. rIii /-,y i ' � � �. � I � - -� -1-eIF THTS DOCUMENT IS LESS 1 -T I- 1T I1rIlIlII_Ii1i-1i-111I-I lTlTT -► I I _I iI I iI iII_I _1 1 S � I LEGIBLE THAN THIS NOTATION 2 � 6 � IAPPIL 23 1994 IT IS ) 1 > ' 1L QUALITY OF am No 98 0'�ptjjr." THE �)R1c; TNA1, I�Or'UMI,N`P, _ _ __ _ _-- ----- --- _- - .. � _ - ----T-- i E Z 8Z i-1-111191t, bZTZ 6it (�t 6 8 L i9 Q 6 £ 71111�10 �I����� II�III�� II�I ►II�IIIII IlIilll�i 111III��I ���II�����I���� ��III���� ����I►�����I����I �I�II�����III� ��II�IIII Illl�llllll��lllllll«lll« �� WASHINGTON MUTUAL FINANCIAL GROUP TIGARD, OREGON i ! BRANCH BANK - -r- PROVIDE SIGNAL FOR PNEUMATICr DELIVERY SYSTEMS AND THRU i WALL DRAWER PER AWED SAFE AND VAULT REQUIREMENTS Architecture 1 Progromming Planning -. inter'or lesign I 1 Graph is s ,. 20 1948' DATA o + TO JG-1A + .^r iB FA JB I 1420 Fifth Avenue 950 Sixth Avenue 41 Suite 2.400 Suite 200 ; T(� JB-IA TO JB 1A TO JB- I 98101 92101 Washington Son Diego, California 92101 I (619) 232-3233 B- 0 I (206) 623-4646 FAX 206-623-4625 FAX 619--232-3337 Dodd P L"fty, Ah7Attec' A JB 30 TO J9-4O TO JB-1A > ;!_t. ` �f�l 4 32 TO JB-1A `� iThe CoNsam■ ca,let�T`MfTs 'ta., AraPaoG� .� : 1A 1B 1 ;) ( I I ! I �! .• 1311 c v c� ABACUS ct rtar� P.S. sevtti wosn 981 i ! ► I ' �+ G' I 401 Second AMa S. Sul't a �. _ v v • v , I '---,�— --- (�) 593 FAx (208) sa3-ee2s D J9-1A JB ���`U Pkq,r4z TELEPHONE/DATA RECEPTACLES, TO JB-1A 28 j; S I j CONDUCTORS AND CONDUIT IN , �f4 TELIFR LINES BY O;iHEiS 1 1 423 �2 W JB j ! ! 41 } -J i f I TFi COMMUNiCAm-N DUCT IS ALWAYS INSTALLED OREGON ANK En AI CE TO - A ON THE ® TIS SqE OF tFE SYSTEM t I i_.. L - DWT IS " .AWAY FROM THE ENTRANCE, I' ( JB '�i,4 ° 3 0�NqqzNot JB 1. T1 POWER [ D �'� 4 R0 TO JB-40 ' . i {... I i 21 , . tau 6 Art I . 1 I , { TO JB-1AJB 1 � . ' . EG=- I � I : _. - - - . - - -- — (: •• ITh�� ` f � . 1 1 � 1 1 E JB 21 21 j I 10 JB-1A I -� ALL gRCUITRY TO BE i --- — I, t ROU TED THRU UNDERFLOOR { r[ ? ! DUC-r (TYP) ! f J8 HAMILTON PHELPS !j 16 -- -- --- --- --- ��I��t A,-•„�tect I I DED. --- __ --- ----- FFE - K. SALE + i.G. I I D,�wr I ` TO ,5-1A � � C JB � --�- -1 M. ROBISON 21 TO JB-1A 1 1 ' TO JB-16 TO JB-40 1 _ I I � � I — - —--- - 1 JR f i r JB + 1� + i 4Q t + I •''� / f NOTES: PROVIDE SIGNAL FOR CCTV MONITOR AND VCR PER PROVIDE SINAL CONDUITS PROVIDE JUNCTION BOX ABOVE CEILING. PROVIDE 2' RACEWAY AWED SAFE AND VAULT i AND J-BOXES FOR ATM Registration _ .._/ i REQUIREMENTS PER NEC REQUIREMENTS DOWN WALL AND STUF.3BED OUT (AT LOCATION DIRECTED BY ARCHfIEC� FOR USE BY OTHERS IN CONNECTION TO TELLER LINE ELECTRICAL SYSTEM. ■ �T rrnE TURN UNDERFLOOR aJCT UP AT TTB. COMMUNICATION 3. REFER TO 'AWED SECURITY ALARM SCHEDULE' ON E-5 FOR BOX AND RACEWAY SIZES AND Cal REQUIREMENTS FLOOR PLAN H POWER AND COMMUNICATION PLAN `��� 1/4w = 1' 0' 90211.06 17 APRIL 1992 ''�•�,ec1 No p,,�F ■ SHMT No. CJF?YiIGH I(C1 119 DO 'A�,! ,Y)N PAKINi NSwP IF THIS DOCI�MIN'I IS LESS ” .; Trf I I I f I I I f I I l IIIIIII Ill I Ill IIIIIII III III I)•1rTT 1-IT�1.�- I I I A(1 I (III I I I i I l I l III 11 I f �I I III III I I III I I I III III III III �I,I...I:rl.,•,•I I.I,. .,,„»�, ^. ... �,r�.,.,.,�•.„�,.,,,.«._-,��,M;.b,.�-n,,�,,,,.•.•u.r1a.,�,,,,.._-.. _ __...,_„ .... .. ,,`.. t I I r� I f I I I I I ( IIII I�I III IIIIIII I( I ( I � I IIIIIII III I�h - ; LEGIBLE THAN THIS NOTATION, 1 I 2 I 3 I 4 I I I I 8 I I �(� I 11 I ��, APRIL r__z~� 1994 f I'1' IS DUE TO -- __ I It __ �._.� —.— —�— ---L-- I'IIE QUALITY M. No.3e THE ORIGINAL, 14)(JIMENT. -- --- — - - -- ---- -- �S �Z 9Z lIl 9Z Z �Z � EZ ? Z iZ 07, bi 8I Li 9T Si � t• [ EI Zi Ii ( i 6 8 �L I 9!!!!1!!I! !IIIIII I!!! IIII 1 IIII lIIIIII11 1!I IIII IIIIIIIII IIII (IIIIIII II III IIII II IIIIIIIII IiIIIIIIiI ff II I�� I I it II IIIIIi,IIIIIIIIIIIIIIIII�III II lill1111111W1��111111111IlllllUllll�lll111illlUlltJl�al-Il �llllll IILlllll Illi„J �, PANEL SCHEDULE I IDESIGNA1ION L 208 Y/120 VOLTS 3 PHASE, 4 WIRE NOTE: I I.-OCATI ON ELEC. ROOM 1 17 400 AMP MAIN BREAKER I AAL. M -SECURITY' I FED FROM UT I L T I Y 100% NEUTRAL 10000 AIC SYM WASHINGTON 610VI�Ml�.t7 AND rr�T1M! - I --.�~- �•-•-.•-._ _ I S NGTON MUTUAL SAVINGS BANK ICIRI CKT I I LVAD P LOAD ICIRI CIJ I I TIGARD, OREGON 3901 ""Ave "`w1h ' s"""''"''66tO&UN BKR I CIRCUIT DESCRIPTION i KVA H KVA 1 # I BKR i CIRCUIT OESCRI PTI ON I WASHINGTON ON am 717 MW FAX X16171MUS �!-_- ----1 11 1 15 a 1 . 30 2 20 1 LIGHTING •- TROFFERS RMS. 101 , 102 ^) MUTUAL JUNCTIQN BOX SCHEDULE: I 1 j 20/1 I LI GHTI NG - RMS. 105, 104, 110, I I I / I �► 1 31 2U/'1 i DOWNL I GHTS 1 0. 99 b 0. 65 1 41 20/1 1 �- TROFFERS RMS. 101 , 102 i FINANCIAL JB-tA MASTEf JUNCTION a X 12x12y.6 box mounted above finished ;eiling and directly above JB-1B H possible. One duplex (110 VAC 15Amp dedicated circuit) to be mounted inside of JB-1A on side wall in order to provide ; 5I 20/1 i - RMS. 107, 108, 113-118 ( 1 . 1 7 c 0. 39 ( 6 ( 20/1 ( DOWNL.i GHTS hili. 01 enough room to plug in a transformer. See detail 1. Three � conduits should be run to J13 1B. All cable runs to JB 1M 09�� 1 71 .20/1 1 -- DRIVE THRU LANE 1 0.85 a 1 81 20/1 1 EXTER I OR ��I CNAGE I GROUP should be pulled thru to Jr3-19 and left with 6 ft tai;s. 1 3 I 91 20/1 I - ENTRANCE 1 0. 57 b 1 101 20/1 1 i J8-1B MASTER CONTROL 6x6x4 box flush mounted in wall, centered @ 60' AFF and 18' from strike j 111 20/1 (EXHAUST FAN EF-1 I 0.67 c 1 121 20/1 1 I Q 1 131 20/1 1 EXTER I OR SIGNAGE I o 1 141 20/1 I I TICsARD OREGON side of door edge. � � 151 20/1 I I b I 161 20/1 I °' I J8-2 '- ) 4x4 ' x with 2 mud rig flush mounted in wall, centered @ 60'AFF and �;• `E. 1 - BRANCH BANK STATU C NTS-,jam xd bo gang g I 171 20/1 1 I c 1 181 20/1 1 I directly above JB-4. 6 ft tails @ JF'-2. 1/2" conduit connection to JB-4. (1-C12-270 cable per run) ( 191 35/3 I DOMEST I C WATER HEATER I 9 00 a 1 201 20/1 1 I JB-4 KFY�Q CONTROL - VAULT Single gang box flush mounted in wall, centered a's• AFF and " 121 I I I I b 1 221 20/1 1 I approximately 18'to the right of vault door edge. 10 ft tails at JB-4. (1- CL2-216 cable per run) ') 1 I 1 I I I 1 c 1 241 20/1 1 I � ' 1 1251125/3 (ACU-1 i 29 .00 a 1 26 20/1 (SPARE I JB-15 AT ,ALARM QEYIM Single Hang box flush mounted a; standard outlet height and approximate-y 6`to right of ATM masonry opening. 1/2' conduit to JB-16. loft tails @ JB•1 S. (1- CL2-270 cable per run) LI I 271 1 1 b 1 . 00 1 28; 20/1 1 HVAC CONTROLS I C 1 . 00 I .301 20/1 I ALARM BOX I J 8-IA 40 DETAi L `4 15 1 I l i I JB-16 STM INDEPF,NDENL ZONE CO,.N1flQ� Sirgl9 gang box flush mourned in wall, centered @ 4'6' 6 D 1 31 1 20/1 1 SPARE 1 n 1 . 00 I 321 20/1 1 ALERTON/AVAC CONTROLS I Architecture Progromm�ng AFF and 12' from strike sideof door edge. 10 ft tails @ JB-16. (1- CI-2-270 cable per run) ( 33 I 20/1 ( I b 1 . 00 I 34 I 20/1 I ALERTON/AVAC CONTROLS 1 Planning lush mounted in wall and located approximately 6' �--'-' 1 351 20/1 1 ` 1 c 1 . 00 1 361 20/1 I ALERTON/AV,1C CONTROLS I ^tailor De9ign JB 19 URiYE UP TELLER UQlo Single gang box f S 1 371 20/1 1 ` 1 a 1 381 20/1 I SPARE I ?rum JB20. 1/2' conduit to area above finished ceiling and next to knockout for pneumatic tubes from remote transaction ,rocnrc6 � g 2 �� I8 system;. ALLIED to provide c 'bie. One tour-plex (l 10 VAC 15 Amp) to be located ;,�proximatey 8' below transaction �A.Pj L ��EY 1 3S 1 20/1 ( ( b ( 401 20/1 1 Jrawer. _ • ��,..:.a.`'�J ( 41 I 20/1 1 ` I c I 421 207 1 j I I (FEED THRU TO PANEL P 1 24. 50 1 1 I I JR-20 DRIVE-IJP TELLER - ALARM BUTTO-k Single gang box flush mounted in wall and centerod 6' i9 7 ` � -�r _ -_� 1 1420 Fifth Avenue 9�U Si>cth Avenue below counter. 10 h tails at JB-2G. (1- CU-270 cable per run). DE DICATED I - - - Suite taw Suite'2U0 r 2.216 I I-OAP SUMMARY CONNECTED LOAD CALCULATED LOAD LOAD SUMMARY (CONT) CONNECTED LOAD CALCULATED LOAD I Seattle, Washington San Diego, Calitorr a JB-21A thru F DESK PLARM BUTTONS 4x4x2 telephone type floor box and cover to match telephone box, 2.22111 LIGHTING 7. 07 KVA 8. 84 KVA ( 1259L) HEATING NG do MI SC 16 . 30 KVA 16 . 30 KVA ( 100X) 1 98101 g2ta located adjacent to telephone box. 15 ft tails @ JB-21. (1- GI-2-270 cable per Tun). Label each cable as JB-21A, B, etc as DEDICATED `t I (206) 6 -6 x -4 FAX 9-23 2 3 ndir.3ted on drawino. I LARGEST MOTOR 29. 00 KVA 36 . 25 KVA ( 125X) NON-COI NC DENTAL 0.00 KVA 0. 00 KVA ; UX) 1 FAX 206-623-x625 FAX 6t9-23rOlt*d V A 2-270 1 OTHER MOTORS 0. 67 KVA 0. 67 KVA (100%1 1,J TCHEN EWT 0.00 KVA 0. 00 K'�A ( 65%) I opor �. unsay. A,C�nec� JB-28 ALARM INDICATCI_iI LIGHTS - WALL MOIJf�T Single gang box flush mounted in wall, centered � 10 I RECEPTACLES 22. 20 KVA 16. 10 KVA ( 501 > 10K`;A) I me 'd,.an AOrtne S '.e.. A capaoca ata ox 60'AFF and as close to wall edge or to door frame(strike side) as possible. 6 ft tails @ JB-28. 2-814 1 CONT I NUOt IS 0. 00 KVA 0. 00 KVA ( 125X) TOTAL 75. 24 KVA 78. 16 KVA I ■ cvr a.TArrrs p� nn .SER DIAGRAM 1�1� I- CL2-224 cable per run). fT I � R AM 1 208.85 .',NPS 216. 94 AMPS ( JB-30A & B VAULT SOUND DETECT Single gang box flush mounted, face down in vault ceiling, and B A is V s located in approximate center of each room. 10 ft tails @ JB 30. (1 CL2-270 cable per run), Label each cable as JB-30A Car.elltmt16 sot Ss=4 Ars. S Sults 201 or B as indicated. F-";ifs, WashkWan W04 JB-31 VAULT DOOR CONTACT AND THERMO$IAI Single gang box flush mounted horizontally, with (206) „33-0200 FAX (206) 563-BM tat.,-toward inside of vault,and centered at approximately 12' above masonry opening, or as close to ceiling as is possible If hoight dr&, not allow 12'. 1/2' conduit with 1' stub down into center of masonry opening. 6 ft tails @ J13-31. _ _ ----- (1-Li,2-2''0 cable per run) 1 PR PANEL SCHEDULE I �,`�,�NGI RQ£- % JB-32 VAULT CASH ROOM AL i RM BUTTON Single galig box flush mounted at standard switch 1 DES GNAT ON P 208 Y/120 VOLTS 3 PHASE, 4 WIRE NOTES I I JS-32. 1-CI-2-270 cable r run). �` 2 height on wait on strike side d door. 6 ft tails @ ( per I LOCAT I ON ELEC. ROOM11 -7 1 � 200 AMP MAIN BREAKER 1 4, 15,4 3 � 9 JB-40 CC I-V RicCO DER/SW1�QHE 1 ONITOR &6x4 box, flush mounted in wall at standard outlet I FED FROM PANEL L 100% NEUTRAL 10000 AIC SYM ;36' from corner. Three duplex outlets ( height (approx 12' AFS and approximately 110JAC 15 Amp dedicated circuit) OREGON ( i evenly on 4' centers- horizontally,to be located approximately 6•from JB-40. 10 ft tails g JB-40. ICIRI CKT I I LOAD P LOA(; ICIRI CK-T I I \ v my spaced cable per run). 1 # I BKR I CIRCUIT DESCRIPTION 1 KVA H K"A j I 1 BKR 1 CIRCUIT DESCR i PT I ON 1 �R° ght spa 30, ( Q R00 JO-41A thru 0 P&[-(lAMERAS - CEiLIN_n IdQ�L S�gang box mounter above Fnished ceiling 20 ft I �1 k tails @ JB-41. (1-CL2-22.4 and 1-CL2-814 cable per run) Label each cable a�JB-41A or B,etc, as indicated on drawing. 1 11 20/1 I RECEPTACLES - UNDERFLOOR DUCT COMPUTERS I 0. 54 a 0. 72 1 21 20/1 I RECEPTACLES - RMS. 1 17, 1 1 b I 17 topic I L 1 31 20/1 I - UNDERFLOOR DUCT COMPUTERS I 0. 54 b 1 . 00 1 41 20/1 i - SECURITY CCfV 1 a FEvOor+s 1 51 20/1 1 - UNDERFLOOR DUCT ( 0.54 c 1 .00 1 61 20/1 I - TELEPHONE TERMINAL BOARD C�atr Item 71 2011 1 � 1 0. 54 a 0. 54 1 81 20/1 1 - RMS. 113-115 1 1 9 20 1 - I 0. 54 b 0. 54 1 101 20/1 I - RMS. 107, 1 10, 1 16 1 4/27/92 sS�?3 FOR PERMT/BD I / I -- 111 20/1 1 - 1 0. 54 c 1 . 00 1 12 ; 20/1 i - REFRIGERATOR, DISPOSAL 1 131 20/1 1 - COPIER I 1 . 50 a 1 . 00 1 141 20/1 1 - DISHWASHER I -- 1 151 20/1 1 - RM. 103 I 0. 72 b 1 .00 1 161 20/1 1 - COFFEE MACHINE I 1 171 20/1 1 - RM. 102, EXTERI OR 1 0. 90 c 1 . 00 1 181 20/1 1 - li,C CROWAVE 1 STUB-UP SCHEDULE: 1 191 20/1 1 - RMS. 104, 105, ROOF I 0. 90 a 0. 90 1 201 20/1 1 - TELLER LINE 1 .1 A ,';,VICES b INDICATOR '_(GHTS Stut}up 6'above floor inside back of teller I 21 I 20/1 I - COMPUTERS {r1ES. ) 1 0. 54 b 0. 90 1 22 ) 20/1 I - TELLER LINE ( SU TELLER AREA ALARM D counter, accessible from behind teller counter. 10 ft tails C3 SU-1. (1- CL2-270 and 1- CI-2-224 cable per run). I 23 I 20/1 I - RM. 104 1 0. 72 c 0. 54 1 241 20/1 I •- TELLER L 1 NE COMPUTERS 1 251 20/1 1 - COMPUTERS (DED. ) 1 0. 18 a 0. 36 1 261 20/1 1 - TELLER LINE COMPUTERS SU-2 TELEPHONE LINE ALARM CONNECTION Stub out adjacent to telephone equipment board. One I 2.71 20/1 I VAULT DOOR I 1 . 00 b 0. 80 1 281 2.0/1 ( ATM AND SIGNAGE 1 - duplex (110 VAC 15Amp) to be located ad;acent to telephone equipment outlets, and designated for alarm line use. 10 ft 1 291 20/1 1 CONTACTOR (DRI VE THRU LANES) I 0. 50 c 0. 18 1 301 2C/1 I DR i VE-UP RECEPTACLE I �^ tails at SU-2. (1-CI-2-216 cable per run) VERIFY LOCATION OF TELEPHONE PANEL. 1 1 311 20/1 (SPARE 1 a 1 . 00 1 32 20/1 (DRIVE-UP RECEPTACLE FOR BLOWER 1 i 331 20/1 1 ` 1 b 1 . 00 1 341 20/1 1 i r,dA@LE SPECIFICATIONS: 1 351 20/i I I c 1 . 00 1 361 20/1 1 1 371 20/1 1 " } a 1 381 20/1 ISPARE I WEST PENN CI-2-216 (8 Conductor, 22 gauge, stranded) or equivalent CI-2-22441 2-224 (2 Condcctor, 18 gauge, stranded) or equivalent 1 20/1 1 I b 1 401 20/1 1 Cit-270 (6 Conductor, 22 gauge, stranded) or equivalent I 41 I 20/1 I I c I 42 I 20/1 ( i M APPROVALS CL-2-814 (RG .,SU, 22 gauge solid, copperweld with bare copper shield) ( I I I I I I 1 HAMILTONHELPS or equivalent 1 == I Project f.rchitect ( LOAD SUMMARY CONNECTED LOAD CALCULATED LOAD LOAD SUMMARY rCONi ) CONNECTED LOAD CALCULATED LOAD 1 K. SALE 1 LIGHTING 0. 00 KVA 0. 00 KVA ( 125%) HEATING do MI SC 2. 30 KVA 2. 30 KVA ( 100%) j gown [�OTES AND SPECIFI ATIONS; 1. GENERAL CONTRACTOR to sappy and install RLI. conduits, floor duct, junction boxes, cover plates, wire I LARGEST MOTOR 0. 00 KVA 0. 00 KVA ( 125%) NON-001 NC{ DENTAL O. Ov K'.'rA. 0.00 KVA { OX) I M. ROBISON OTHER MOTORS 0.00 KVA 0. 00 KVA ( 100%) K I TCHE!': EQPT 0. 00 KVA 0. 00 KVA ( 65%) checked and/or cable,pulling of wire and/or cable along with dedicated AC power sources as noted, at no cost to AWEi� ( I SECURITY. Workmanship and materials to meet or exceed all city, county, and federal specifications and codes. I RECEPTACLES 22. 38 KVA 16 . 19 KVA ( 50% > 10KVA) I I CONTINUOUS 0. 00 KVA 0. 00 KVA ( 125%) TOTAL 24. 68 KVA 18. 49 KVA I Approved 2- All conduits to be 3J4' unless otherwise specified. 1 68. 50 AMPS 51 . 32 AMP'S 3. Cover plates to be plain and with cable holes as needed. Color to match other cover plates in building. 4. All low voltage and coaxial cables to maintain a minimum distance of 6' fror- high voltage power sources, cable, lights, appliances, etc. 5. Label all dedicated circuits with red breaker switches. MOUNT METER BASE. (COORDINATE CIRCUIT AS HEQU!RED BY UTILITY TYPE WITH UTILITY) ON BLDG EXTERIOR AT LOCATION DIRECTED BY ARCHITECT, - 4-- 4#600MCM, 1#1/0 GND -- i�P.yiS!rn, METER BY UTILITY --- UTILITY TRANSFORMER 2-1/2-, 4#4/0, #3G. ri sr-CRET TTTLE _ 20I3Y/12CIV/3 PH 4 WIRE (VERIFY) - ) 0200 C SCHEDULES & 400 M PANEL P DETAILS, - PANEL L Q H Q p - UT CABINET IN ELECTRICAL. ROOM CT's BY UTILITY 90211.06 17 APRiL. 1992 Pro.e:t Noi 4"--4#600MCM, 1#11/0 GND o N° RiSER DIAGRAM_ E - 5 SCALE: NONE ! E•, 'r, 11 PRC -FIC. W113!-1UllkY COPYRIGHT© 199 THE CALLISON PARTNERSHIP lel- r_'j _.. arcr...;.. ._ ...--:,,.. _ _, -,mr s ... .w.,�„•n•,aws... +nr'.v,-. •v,r -..+e:.:-;+:� ..- .. 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':r. :.�•' . t u.r IF THIS DOCUMENT IS LESS ill iIirlII III III Ili III III III III III Ili I11 i rl � 11I liiIlIl 111 111 Til 111 T11 �iI 111 111 III IiI III III III III ill 111 I I {I11{ II I11IIIi III III III'Ill iII Ili 11111 I ' nr ;. �1 I I ^ 1 I i I I I I 1 I I I I I I LL APRIL_ 2 "1 1994 LEGIBLE THAN 'I'll I S NOTATION, I I i I `„j, 4 I �l 6 I 7 10 _ 11� 1Z� -_�--- ' -� - � IT IS DUE TO 1111 QUALITY OF THE ORIGINAL W)CUMENT. - -- -- -- _ - - -- -- E Z 8Z GZ 97, Z 6Z EZ Z I7. 6T 8I GT 9T Si 6T EI ZT iT i 6 L I 8 I (9 �1' E Z 7�iauw� i II ' all f1I1f1�1llullll�lllll�lllllllll Iil�llul IiI�IIiIIIIllllyt4ln i I �I o� I ,��IIII�IIIl1W11111111i l I I101111111111111111�il 1111�1111� 111 IIIIII�illl�1111111tllllll11111111 1I1111 1111111 ,111�111111�11111111�1111 ff I�Illlll.11llllll (III II II ...I IIIIIIIII IIII�IIII III �IIIII1111 r NOTES: 1. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CON:TRUCTIIJN PLR- � m MITS REQUIRED BY CITY OF TIGARD. CONTRNCTOR '20 NO'TTFY CITY F�- AND ALL UTILITY COMPANIES 48 BUSINESS HOU[<S PRIOR TO START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER REQUIR.cMENTS OF ORS D U R H A M R 71. 2. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC F'ACIL/TIES TO CUN- FORM TO CITY OF TIGARD AND TIGARD WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. CONSTRUCTION OF ALL PUBLIC FACILITIES TO BE DONE BETWEEN 8:00 A.M. AND 6:00 P.M. f-9.0TECT TK&-PS P1�EVNr� C:ONT",C-TOIL TO CCX>Ks>INATC- 3• ALL EXISTING FACILITIES TO BE MAINTAINED IN-PLACE BY THE CON- CO t-A-57 V-L)(--T 10 N 7'fP AI-.ID !'PY ALL \NA7('F-K- CONV41E-C71(-)w TRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SMALL COSTS. TAP AMD M LT I',j SP'!e�! I C_r_ TAKE ALL PRECAUTIONS AECESSARY TO SUPPORT, MAINTA'N, OR = OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT Q R�-[�l(�.1� / (ZEPL1`CF LANDXP PING �t ll7TO 15G_ PERKME-' BY T!rARD \ ALL TIMES DURING CONSTRUCTiON. CONTRACTOR TO LEAVE EXISTING I (•-j T -�- / !RRI C7A i ION S`(S T CNI TO )=0 W A Ti:_'� 'DI jTKI CT. FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND O. Z OTO THE SATISFACTION OF THE ENGINEER. (� � O Oyu OR L-rLTTC.J� CC�!•ll7[Z'1C�ly o 4. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, LL I(n V_1 TRAFFIC CONES FER MUTCD/ TRAFFIC CONTROL MANUAL REQUIREMENTS. W- ul ACCESS TO DRIVEWAYS AND PARKING LOT TO BE MAINTAINED AT ALL a w w ' TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN (� PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. N I ' K ' 5. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, - -- GAS VALVES, Wf.TER VALVES AND SIMILAR STRUCTURES SHALL BE N ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK OR � MEDIAN STRIP WHEREIN THEY LIE. TOP E.L 185.0 _ I�Z 1,91 / •-- ---_,_-- - - 1v - _ tv v_ \ ti ���' \� - -- P - -- -- --- >•' - \ p 6. CONTRACTOR TO NOTIFY PRIVATE UTILITIES FOR RELOCATION OF POWER I POLES, VAULTS, ETC. d I �I A7eR_ METERS \ \\` •7, THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWTI ON \ 7- - l)\I '�tV 01 Q II A���M�1-Y __ } THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD w SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR TPE ~ CIS TYPE _-- 7 I COMPLETENESS OF SUCH RECORDS. CONTRACTOR TO FIELD VERIFY C 1 t` 0� ,p ICING 17aJ 30 1 '\ TO DI` PERFORMED -- _ __ I LOCATIONS CF ALL EXISTING UTILITIES PRIOR TO CGNSTRUCTION. IN\/ 178.00 A; CONTK ACTOIC TO 15`( TI V,AKI7 WA?E1L W8. CONTTACTOR TO t:ELD VERIFY DIiJ,.,r�LT i LOCATION AND DEPTH OF ALI, EXISTING O LOCATE- UTILITIL_S UTILITIES WHERE NEW FACILITIES CROSS. IF GRADE MODIFICATION Z \ PRIOIL TO \ > IS NECESSARY, CONTRACTOR TO NOTIFY F`,"i.tvncx PRIOR TO CONSTRUC- o� _ -�' - r TION. Q 7J- p +"' CON5TlWCTION,T'(P ---�� -T� -- N UU11 B e 9. POWER, TELEPHONE AND TV TRENCdING AND CONDUITS TO BE INSTAL- N L6.. 'ER UTILITY COMPANY REQI,IREMENTS WITH PULL WIRE. VERIFY 01 TC) - EL /8Z O - U I �j 'I 1 WITH UTILITY COMPANY FOR :IZE AND TYPE OF CONDUIT PRIOR TO p CONSTRUCTION. ALI, UTILTTY CONDUIT RUNS TO HAVE LONG RADIUS w N F.F. 180.00' , I .I i BENDS. II I�CMOV EXISTINCI SIDEWALK I �a j' Cc 10. SEE ARCHITECT'!RAL PL-AN`' FOR SITE LIGHTTNG, DIMENSIONING, AND < 3 w 3 a AND CONSTKUC.T RL_Zp�1NINC� I" I CONTINUATION OF ALL JTILTTIES. U r 404 Q ►� _ --- SAWANt� RE-MOV i' N U N wALI L SEF ARLNxT����:'-1a t- I c �, C ' w 11. CONTRACTOR TO rOuRDINATE AND PAY ALL COST ASSOCIATED WITF N � ,': -" CURL'S AND .. , �w ca S l TO M A,TCN EX I_`�T INC, `� ZO. 5 - Co 9.DoT' ,i� PM E M E_I�I T, T Y P M CONNECTING TO CLTY SEWER, WATER, AND STORM DRAIN FACILITIES. (" Z Z G -- - - 12. CONTRACTOR TO COORDINATE WITH POWER, TELEPHONE, AND CABLE TV O w rnQY < SIDEW AL It C�tZAht 0 i I r• COMPANY FOR LOCATION Or VAULTS, PEDESTALS, ETC. ALL ABOVE- _ ' a a V d i 10 I 7� i I GROUND FACILITIES TO BE PLACED IN A LOCATION OUTSIDE THE PRO- (SEE POSED SIDEWALK LOCATION. BEraIN WALL_ (SEE ARCHIfECTURAI PLAN a FOR ROOf DRAIN CONNECTION) � a TOP �L. 181.0 - i I �9/�Q 13. CRU.'HED ROCK TRENCH bACKF1LL t'O BE UNDER LiL IMPROVED AREAS. .' ALL JIPES TO HE BEDDED WITH MINIMUM 4" CRUSHED ROCK BFDDING AND BACKFILLED WITH COMPACTED CRUSHED ROCK IN THE PIPE ZONE. • ' Q/ _ T' 1 14. CB AN5 JB TO BE SET SQUARE WITH THE BUILDING GR PARKING LOT (PVG) S 0.50'0 -- - � .�_ _ _ - . .�._. j� / Co• STA 1+21 ��_ - NGW CUK-®, TYP WHEREIN THEY LIE. �� 15. BACKFILL ALL PLANTER AREAS WITH APPROVED TOP SOIL MINIMUM 811 RIM 17 5. 7 { PIPE(S) CAN BE PLACED IN AN'. WALL. G 2. STATION SHOWN ON PROEC7 PLANS IS TO CENTER►.INE OF C.B. THICK. STRIPPING MATERIALS )IiQ'T TO BE USED F03: PLANTER INV 17S.OU � J ALL CONCRETE SHALL BE G ASS A/3300 NSI. L�ACKFILL. ^. GRAINS SHALL BE 4" CON:. DRAIN TILE. S. TO CONSTRUCT CLEANOUT, REPLACE GRATE WITH 16. 6" NOI;iNAL CURB EXPOSURE. USED FOR DESIGN OF ALL PARKING LOT 31/2' . ' - II 1/2" STEEL PLATE 3/4" THICK. GRADES. / I DRILL ONE 1" DIA LIFT MO'-E NEAR ONE END r/ 1 17. STORM SEWE:2 PIPE TO BE PVC CONFORMING TO ASTM 3034 S DR 35 -�\ OF PLATE UNLESS OTHERWISE NOTED SWEEP STORM SEWER rIPE INTO CATCH 313 ,ArNA�d BASINS AND MANHOLES AS REQUIRED. IZINI LBO• I '� S� _-_ . -, ` 1 STAIfDAPD ORATE B FRAME 18 INV 17 7. Co 5 (tl M 17-). :3 } C.O. STA 1+94 USE E B' UN..S3 GRATE ELEVATION 9 TYPE AS • CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, _ SPECIFIED C neR1T18[ MOWN ON PROJECT PLANS TREES, STUMPS, BRUSH, 'MOOTS, ETC. DO NOT DAMAGE O-% REMOVE INV I -774-. R-I M (MfaTCN �X l ST I SURFACE OF STREET \ TREES EXCEPT AS APPROVED BY THE ENGI.4EER OR AS SHOWN ON THE INV I T4.00 1 - PLANS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER. 1. CONCRETE TO HAVE A BREAKING STRENGTH 19. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER 4;HTCH CANNOT OF 3000 PSI AFTER 20 DAYS. CONI RAC-(O� TO F ILD `4 EIZI F`; AMU " _ �� i � . •. I"DEPRESSION 6" 2'-0 ! BE COMPACTED INTO A STABLE MASS. 2. EXPANSION JOINTS SPACING NOT TO EXCEEC, (\10 T�! F`( E.NC�INE�.(� OF �-XISTI NC-� � . � REMOV'AJLE CAP (=B oNL_^() 20. PROOF BOLI. SUBGRADt TO 95$ OF THE MAXIMUM DRY DENSITY PER ASTM I 45 FEET. STOIZIvl SEY�IE� �TZADF_ PI�IOE�ZO � I •.'�' T-180 TEST METHOD ?RIOR Z'7 PLACING EMBANKMENTS OR BASE ROCK. CONSTRUCTION . I 4"GRAIN AT 3. CONTRACTION JOINT: SUSGRADE SCE PROJECT PLANS 21. CONSTRUCT FILLS IN 611 LIFTS, COMPACTING EACH LIFT TO 95$ OF A. SPACING TO BE NOT MORE THAN 15 I FOR INV. ELEV, 9 PIPE THE MAXIM M DRY DENSITY PER AASHTO T-160 TEST' METHOD. FEET. ' B THE DEPTH OF THE JOINT SHALL BE AT LEf ST 1 1/2 INCHES. w SIZE 'oy � • PVC ; .; '' TEE 22. CRUSHED ROCK TO CONFORM TO SECTION 00680, OSHD STANDARD 4. BASE ROCK 2"-�" OR 3,14"-0". 959'. COMPACTION. -INV. PER P1_AN SPECIFICATIONS. COMPACT TO 95$ OF THE MAXIMUM DRY DENSITY PER Z n BASE ROCK SHALL BE TO SUBGRADE OF PAVED AREA OR 4" IN DEPTH, WHICHEVER IS GREATER. REGUIREMENTs 6"Mils AASH'TO T-180 TEST METHOD. In v V i ao 0 ORIFICE 01A. 23. A.C. PAVEMENT TO CONFORM TO SECTION 0)745, OSHD STANDARD Z Z ,� _m % i I AS REO'D.- 24" SPECIFICATIONS. rc Z n n s 11 N 4' GRAIN PIPE j -, f g O O ..• ,-•J -- 24. ALL GRADING, ROCKING, AND PAVING TO CONFORM TO OSHD STAHCARI) [a a- °1 •.' ' 6"MIN. SPECIFICATIONS, 1991 EDITION. �aG • Z Cr D: SECTION A-A 25. REMOVE AND REPLACE ALL EXISTING SIGNS, MAILBOXES, FENCES, Lt. 0 LANI'SCAPING, ETC. AS REQUIRED TO AVOID DRMP.vE DURING CONSTRUC- Z `r p FACE OF CL11-E3 I I TION. ¢ ` _ _ 26. WATER SERVICE PIPE ON THE DOWN STREAM SIDE OF THE METER TO BE V -' O ♦,O 1 2' SCHED[iLF. 40 PVC. f-- w 0 C.O. 57A, (+0o - T 27. SANITARY SEWER PIPE TO BE IVC IN CONFORMANCE WITH :.C"M D-3034, N t = RIM (M A-TCN EX 1ST) - _ _ __ -_ _ - _ _ _ - -FACE OF CURB SDR '35. ALL OTHER APPURTEt `k'CES AND INSTALLATION TO CONFORM I • ? '�+ w � INV. lCos.8 I I TO CITY OF TIGARD STANDARD CONS',LRUCTION SPECIFICATIONS. _ w _ 28. MATERTALS AND WORKMANSHIP FOR SEWER, WATER AND STORM DRAINAGE N N C'J TO CONFORM TO OREGON PLU'IBING CODE REQUIREMENTS. 29. ALL NON-META.LLTC WATER, SANI F1LRY AND STORM SEWER PIPING SHALL 3 AND IZ�PL.A4�� , HAVE AN ELECTRICALLY CONDUCT='!E INSULATED 18 GA COPPER TRACER -• • WIRE THE FULL LENGTH OF THE IP STALLED PIPE USING BLUE WIRE FOR '� y • ,I EXI S7l1�lC� PSI M-T. ---� WATCR AND GREEN FOR STORM AN[; SANITARY PT PING. o F3P„S E G OU}PSE" •, � � I l_--�. ---i _, � r+ N � � • rI1 ' (��0 II PL AN WARP PAVING AS SHOWN TO L`x1571NC� Cly L FORM LOCAL DEPRESSION Z O qj Q I-I M 173. 15 � � INv ICo�j.Co I ti t JB / CB DETAIL OC 6'MIN. I {' DITCH LINE NTS CURB DETAIL I _ W -0 - I ' t " ` _ THENGI _1YIOTH 1 " �- { � -- - '1[IiT'A A.C. i W Q &E PLACE L ' 1 - -- - A.C. TO _ F-)( 'N� CJS T`XISTINC[ M H DITCH LINE EXleg DEPTH bu.+ , ,y ♦ Q RIM 172 4-3 •G ; �� RIM 173.5 II�►V. OUT ICoa.-i� (W) MIN; n INV. 1'70.24 CITY OF SALEM STANDARD ` �vcn C,0. FR-'ME AND COVER QJISSIFIED OACKFLL CL. I V4"-0 CIL RK Y Z Ex15T(PICS MH J11 %,,,, \ R _M�A�E c I O RI M 174 evD CUNT RAC-rCU R- TO V EJ�1 FF Y EX 1 ST I N C4 I N\l IN I col. I S (E) 8" `SAN I T A��! SEW EPS I Nil`ice-T M , 11\1\4 OUT ICo7.02- (W) PIUOR-TO C.O1�lS�IZL)•':TIOt�I. CONNECT NEW .4" s S PAVEMENT SECTION Q TO E-_x I 571!,I.C4 8., S S - PIPE aoH[ NTS Z UNDISTURBED EART14 OR • CL. I • 3/4'-0 CR.RK / • GRAVEL 6AGKFILL TO 6 MIN• O UNDISTURBED EARTH_-__-• / I .��t• -WYE (R COMPACTED GRAVEL •� �y v x PLAN_ u' PIPE EMBEDMENT �11 = l�' �- CL- I 3/4'-0 CK RK. -�• �, [-4' MIN. '•� SHEET PIPE TRENCH SHALL BE SHAPED TO / RECEfVE • PVLLY al1PPORT PIPE, JOINT] 1 A'' , -•I B FRTINC3, - OF C'Flr P151WAY y� �"t.r1 wQ�J JOB NLMBER • CLEANOUT DETAIL TRENCH DETAIL - 1618.000 NTS NTS I � � ..�.,...-V,..,.,,.....,M.yw ..�.. �'b.. .1..4...ae.Ir...w,u,..,.,.,i,.,,.........a.....,..M.�.Y+..•'I....q..1...I.•. IV THIS DOCUMENT IS LESS ►�lflll(IIIIIII IIIIIII IIIIII ' llllllll III III llp I f T'PTT"1-1 111111 III III IIIIIII IIIIT1( li III III III III III III III III III IIIIIII IIIjIiliyllll III III' l ill l ' III III VIII I ' APRIL ,� ( ' II II iI I � LEGIBLE THAN 'I'HiS NOTATION, 1 -_- I- 5 I 6 -- --- �I lU 11 1� �-l3 I 99 IT IS DUE 1 --- - --I- ---� - -� ------I -- - - �- - - - -- -TO THE QUALi I'X OF Mo 36 THE ORIGINAL DOCUMENT. E 61Z 8 Z I L L i 9 Z s�Z t,9 E�'L 7,iZ T�Z I t f;1-9 T L�T 9AT, !I II! illllllllIIIIIIIIIIIlllllllllillu�111111 lllllu.lilllll I.11lill.�l.. JI11ui�lil�llu Illi liil ilillwll 1 'N C TE: CONTAINER PLANTING 00* NOTES GLA ' ETE CON'Tr.INEf_�S BY DURA ART STONE 1 -600-821 - 1 120 • - - EAC-14 CONTAINER TO BE PREPARED WITH DRAINAGE AND PLANTING SOIL AS FOL Any discrepancies with the drawings and/or specifications and the site and/or site conditions shall be brought 60 Washington ONO NEWA CFS• SFCE_ lI `,'' �V-,3-X'-22-- S 18-SK-6" CENTERED IRRIGATION INSTALLATION TO BE COORDINATED WITH THIS PROCESS. the attention Of the Landscape Architect prior t0 proceeding with construction. A. DRAINAGE LINE COMPLETE BOTTOM INSIDE SURFACE OF CONTAIN ITH ONE Mutual PIECE OF DRAIN FABRIC, FILTER FABRIC SIDE UP. ONE HOLE WI D TO BE MADE t�roundcovers shall be planted in a triangular pattern at spacing shown in legE:nd or schedule. Where n a n C�C/ FOR IRRIGATION PIPE. ADD THREE (3) INCHES OF DRAIN ROC READ EVENLY. groundcover abuts curbing, walls or walks, minimum planting distance from s aid hard :,ur•faces shall be six (6) Group O 1.1 _ 6"X 6" VOID IN CENTER OF COVER DRAIN ROCK WIT14 ONE CONTINUOUS PIECE OF D ABRIC, FILTER FABRIC inches adjacent to building and nine (9) loches all other groundcover areas. p SIDE UP. CONCRETE PEDESTAL FOR IRRIGATION AND CONTAINER B. PLANTING SOIL- ADD PLANTING SOIL PER PECi . TION. FINAL GRADE AFTER All materials to be disposed of off site are to be disposed of in a lawful landfill and ;:;cording to government 3 I C I RAI NAGE PLANTING AND COMPACTION SHALL BE ONE CH BELOW TOP OF CONTAINER. requirements. T!3"ARD, OREGON C. PLANT MATERIAL- PLANT MATERIAL F CONTAiNCR 'r0 BE ONE (1) .., C:HAMAECYPARIS OBTUSA 'GRACI DWARF HINOKI CYPRESS, 24"-30" IN HEIGHT, All new planting area shall receive an automatic irrigation system. Provide "AS BUIItS" to the Owner per t�H�11V1,f� CiAIVK B&B. THE PAIR MUST BE MATO iN HEIGHT AND SHAPE PRIOR TO PRUNING. Specification,. C0 CRET DESTAL CAST—IN— ANNUAL COLOR IS TO BE F (4) INCH CONTAINERS, PLANTED SIX(6) INCHES ON It is the Con'.ractors responsibility to locate and protect utilities prior to beginning construction. 3e PLACE: CENTER BETWEEN RO LL AND EDGE OF CONTAINER, ANNUAL COLOR TYPE TO BE 1 . SMOOTH SACT( ISH APPROVED BY LAN APE ARCHITECT. Plant material locations shall be coordinated with sprinkler irrigation head locations to avoid conflicts. f PLAN VIEW 2, STANDARD GREY C Rt=I-E TO MATCH SIDEWALK Where plant qu�intities in plant schedule and on planting plan conflict, planting plan to take precedence. ` 3. CONCRETE AND BASE Where qua Itities are not shown in the plant schedule, it is the contractor's responsibility to determine the PREPARATION PE quantities required to meet the specified plant spacing to cover(*). �- ARCHITECTS SPECIFICATIONS 0 M 1 '- 10;a 1Planting drawings are based upon drawings preoared by The Callison Partner-Ahip, 1420 5th Avenue, Suite 1 CHAMPFER 24x0, ;;eattle Washington, 98101 , (206) 623-4625, dated April 20, 1992. FI by IS H EDAD -1 '1"X 1" REVEAL-TR FORMS The Callison Partnership, Ltd GRE 6 - FOR EASY REMOV Architecture 1420 Frhh Avenue 950 Sixth Avenue • rr " " Programming Suds 2400 Suite 2W 6 X 6 X 6 DED WIRE MESH Planning Seattle Washington Sen Diego Cehlorms 9!101 2343 92101 6221 16191232 3233 ABBREVIATION LEGEND 46 LC--- -- � �— COMPACT VEL ct,1L�--BASE Interior Design 12061 623 46 t,rephics FAX i206i6234625 FAX 1619i2323331 ` COT SUBGRADE APF126`• MeenJ Tmddl ercnn.0 " & And Property Line ■ CONSULTANTS MIN. @ A4 — INSTALL 4" SL FOR IRRIGATION WHEN B&B Ball & Elurla A + CONCRETE P ST B&B IS CAST—IN—PLACE. P _ DDS gil Identification Hough Beck CAL_. Caliper S Specification Identification EX�1'ENU _ _ E F" MIN. BEYOND EDGE OF ' C.F. Cubic FcoUFeet a & Baird Inc. PEDE AND THROUGH WELDED WIRE CONT. Container ''`'-' `- S7 ti ,HR �J5 "D Landsr,apeArchitecture M AS SHOWN. DIA. Diameter \ A�� t`1aJ I" 'ryp. Planning Urban Design • GA. Gaugs \ EX1117TIN�( IzEE TO GAL. Gallon -�- GALV. Ga!vanizT1•�? Lenora Square 'A i�1 E R / PEDESTAL DETAIL HT. Height a �+ Ex I,TIN Y FLEE 'T; 5 1000 Lenora Street, Suite 516 , Seattle, Washington 98121-2725 NOT TO SCALE MIN: Minimum � J T� '��PER �'�►,I�Ir MAX. Maximum (206) 682-3051 N.C.N. No bommon Name # Number Jx15TINl� i_AWN TO REMAIN O.C. On Center PSI Pound Per Square Inch PLANT SCHEDULE PVC Polyviny!chloride TYP. Typical Symbol Quantity botanical Name/Common Name �Size/Bs'mark5 Symbol Quantity B_Q ^i al Name/Common Namew/ With L �f�t-i, Ae ZL, +ITE477 ■ REVISIONS IBEE,�c Prunus lusitanica/ 21"-24" ht.; B&B/ I � rL_ �7 A � �EI� /,� . vi-: Dark, Iter„Fui;ulal Laurel Cont.; full & well IS,N FIF-E -0 Tai ��' G�.IiZ� �'� (gyp: 3E!L`l.� 4/27/92 ISSIJED FOR PERMIT/BID Acer rubrum 'Red Sunset'/ 2" cal.; B&B; Well branched. � I � � c' • Red Sunset Maple branched with 00 -OR- DURI 1Aiv1 STREET 301 LDI�IC-� / L,C r;, straight centralG "T'71' PI.�.NTINLa D leader & trunk, Photinia fraseri/ 21"-24" hi.; B&B/ �STAL.` 61�,L>►`✓ EL,,, THF '`E�6r7t4 D� T}-t� ��j �j r3UIl.�I�.IC� min. branch ht. @ N.C.N. Cont.; full & well y— �f'Pf�x I� A.T Glot l _11;F5 -0 - --- - is b F Ii<� "i ; branched. E .� _ f iO RZI1A1 N�T-TP Pyrus calleryana 'Chanticleer'/ 1-3/4" cal. B&BGROUNDCOVER ~d R-EMAIN - Chanticleer Flowering Pear Well branched with — ar, o o. .. o ... o o ��� o / i _. , . �— r"�ST I N(,I straight central Sa1'coccccca hookeriana humilis/ 10"-12" spread; / ;..AWI� �EM>Alt� leader & trunk, �,. Z� N.C.N. 1 gal. cont.; « _ _ -- -- --i --� -- ---� — �/ _ i �< _r ,_� �-- - --- min. bunch ht. @ _ _ �_ I , 5'-0" %/ spaced @ 30 0.C. --- - - - _ SHRUBUI 10 V�nca minor/ 10"-1 ,�' �' j = -_ 1F F-�I`�TIN C1�I�H �r�r �Nr ILAl1E5 hIEW LoC.o►TIUN / ON 2cont.;";__ ' I T E T�� 15E RAW--- `` I IiFzEc To Rhododendron Blue Ensign'/ 21"-24" spread; Periwinkle 1 gal. N.C.N. B(,-.,9,/Cont.; full & spaced @ 30" O.C. illl1 ATI_0N SYSTE�1 '1'0 __-- — _ _ _ LA•MTE -T �f�+5i-A•NTlED 9E- well budded. M i�/15Ep "0 I`1EE1 i�l�l� - - - -. _ _ — - — �or�►TEa TO TmIS �I-ANT, -OR- O Erica darleyensis 'Mediterranea Pink'/ 1 gal. cont.; C E>411PTIN� Pl_.&NTI1114(1 -r-cl�� /�S �JHOWM• ■ APPROVALS �O'y D I7105 , " Mediterrania Pink Heath spaced @ 30« 0.;,. pPPR�x, wGvTlpt�l OFISTINC3 , ? Rhododendron 'Holden'/ 21"-24" spread; I ARCH ll'�;C.TUIZALr .i P- — Q" 'T'G '� y�lt, Project Architect N.C.N. B&B/Cant.; full & ,• Hedera helix 'Hahn's'/ " p g I fHTl�l 3YENIERA� .1. �uY � / 4 pot; triangular � �r, well budded. / // Hahn's En I!:h Iv �. ,-���.r�L-1� .rte 0 I2I`MAI� , TTP -OR- / g Y spacing @ 24 O.C.; ;C�. - - , min. four (4) �1FE .�RC.h}• I�R1(�5, i t ' """ I Rhododendron 'Purple Splenr�our'/ 21"-24" spread; runners per plant w/ 6" min. runner h _ checked N.C.N. B&B/Cont.; full & IPngth. Gp •p` I y 1 well budded. Erica dApproved arleyensis 'Mediterranea Pink'/ 1 gal. cont.; �� —i 1 Prunus lauroce.-acus Otto Luyken / 18"-21" spread; Mediterrania Pink Heath spaced 9 18" O.C. Otto Luyken Laurel B&B/Cont., full & well branched, a -c�R- It is the Contractor's responsibility to determine plant quantities t:) cover where quantities -- ,, � are not given in the plant schedule. �-r 3 Viburnum 248 davidii/ 18"-21"spread; 1 David Viburnum B&B/Cont.; fu!! NSW � EColle RH u h- Beck crown. /270ME 65-15- Rhododendron 'Anah Kruschke'/ 21"-24" spread; �T�� 5 PL-..�r•ITIM L� �ET�I L� —u — — N.C.N. B&B/Cont.; full & well budded. PI(�� SLEE,v IN � ��10� 'f'0 �,a�/11.;,� pP�TIDr�S, - -- - - - -- SPE g i�YDR�yI�E� 1"IAcROPHYI-I�.'L,a�E;4I'� 15*''-1811 HT. ' �UI.V i, �— - C, i 1 N -�, � wEi.� �►utEp, -ILNlEF-AC l. vNTF/- . TU� 1=TO VMFY U0E-DINATE I Reg stmt on / ■ SHEET TITLE sHvPP I N� GE�I'rEfZ l-,o t�DxA('IM C�p�. �F,Cu I Rc,MEI•',TS - � � - I �INNIN co►,4SN4TIZULTIC 61 1 I - PLAN,,,PING PLAN NORTH SCALE V =20 `0" Project No Date r 11111 SHEET NO. 0 10' 20' 40' L 1 T_FLC HNSHWAy o IIT.: �( PYRIGHT c 199 THE CALUSON PARTNERSHIP �T 4A.— IF A ..-gyp.«_ •._ ,:_. -. -. ;._.... _-_.._ Ili r S'" (I I Its I I 1 I I I 1 1 11 1 1 1 1 1 1 1 1 1 1 T f 1rTi1 I III ( I I I I I III I I I 1 � I VIII I l l l l l l l t l l l l l l l 1 1 11111 ' 1 , 1 I I II . I I 11111 ! I ' I ' I V I I � I F THIS DOCITM ;NT I.� I,F,�,7 _T I I I I I I I I I I I � I I I I IC I APRIL � r e° LrGIE3LE 'THAN '!'HIS NO PAI'TON. I 1 I 2 I 3 I I ! .)I I I 17 I ('�I 10 I1 1� APRIL 20 1994 E TO I'IIE �UALI I Y .11' No 30 �9`" ewe THE ORIGINAL. DOCUMI'NT. — — _ — ---- - - , - — - - - - — - -- r -- -- --- -- -O�E 6IZ 8� L Z 9 Z g�Z I fi 2 ! ErZ IrZ I OIZ 6[ 8�I L(il 9�T �T 6�i E i 7,i 1�T �I����� i hil �6 �S 1, �1 T E �ZI ►IIIIIII IIII IIII Ilii IIII 111111 I IIII IIIIII IIIIIIII IIII IIII Illllitl lllllll(l llllllillllllalliin11;il!lllillll!I!!.11111I IlI1 il�illl lull IIIIIIIII IIIIIIJIL "I i�