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13125 SW HALL BLVD-20 k r u OFFICE COPY I• - D �� f'A.UL i.fa pY 0" !� 3 MM + N m OF 01' ti t. ! a ] •.•,IYtK♦fid�w1rl..pr`'tK`�. 'q1/v+: , ti I Jw ..ursellf�5 1r'(''�r+;7te7► 1121 SW 13125 lec� Suite I X Salmon }' ... Portland, OR 97205 ' I:ns�tar�!ana0 L`aarca+�Le 1 Ia M. 503.121.1121 1.. F y 1 � �t�sY Appt4ed j•vu vF:c*n*a► Fax. 50 .221.2077 s_ a r P'sry goo ''Atop fts G1 51lict, "0 � s.A FII*W N A PROJECT DIRECTORY VICINITY MAP DRAWING INDEX RECEIVEb NOT rc SCALE 2094 s OWNER city Of T79asd r, 'I 13125 SW Hail Boula vird �,I/ l HALL CS COVER SHEF[ I , t PVIS Via,4 1 Tigard.Oregon 9723 ^ t � Talephone(503)839.4171m . t� � � _._...,,. �� adv Lcantl�Aw s ,o � � ARCHITECTURAL ARCHITECT LIPS Archlfecrs,Inc. wwrw.k»a�ach ern STRUCTURAL a` CONSULTANTS N 1121 SW Salmon Street, Suite 100 ' a }s ` Ti4 .• ,k ) .� At ARCHITECTURAL IPIF ITMATION Piwtlsnd, Oregon 97203 Paul Boundy,ALA Odle�_. •,s:, _ $ ° �. `�, � � � S1.0 STRt ICT URAL NOTES 1 LU,fi1 , ee T,Iephane (503)22'1 1121 pboundyP.)?Jrsarc .�fnwdan ` A0.1 WALL TYPES LU Fax (.503) 222.4737 lord:►ark y h r 8 S2.1 FOUNDATION PIAN(CITY HALL) -''� 'r'd '�° A0.2 CODE ANALYSIS PLAN S2.2 FOUNDATION PLAN(PERMIT CENTER) STRUC✓TURAL Nishkian Dean / ^ ` a ti �, s �'r A0.3 SITE PLAN ` 319 SW Washington Street, Su to 720 Scott Huwrxd W °�'1 ' `' `� �� cQ; �r=� -- 53.1 �fCNx FRAMING PIAN(CITY HALL) Uj Portland.Oregon 972[14 arotth�a+ishklatf.ccxn '/rp„ �i,, r� �'. `''y,• rr..ce . A1.1 CITY HALL DEMOLI BION PLAN Telephone(503) 274-1843 a! , ;� `ar ? `; S3.2 ROOF FkAW`'4G PLAN(Pt-RMIT CENTER) (x Fax(503) 273-58913 h�r�: ay, �1 �'''u+�r All PERMIT CENTER DI-MOLITION PLAN °a ` r� 1. >` `�' ,rn`• S4.0 DE TAILS AND PARTIAL PLANS '�+ MECHANICAL Acciplo Corsulating.5Wkwens �'�`�'A ��Pip, d „4. � y�" �"`r' A2.1 CITY HALL FLOOR PLAN Cc wanly, Suite F204 Loren Dom , f �'�� ,� �► ,r it ,P K- m MECHANICAL 4000 SE.International " 5� '� ti; '' A A2 2 PERMIT CENTER FLOUR P'_IAN Uj MNva�ilukee, Oregon 7T208 larands�raK:cipio.com s8�`` rr �' Telephone(503)8,52-96.54 r ax (50'l) 652 9852 SGS.-"� 9«omars gf ' �` A3.1 PERMIT CENTER ROOF PLAN Mo.1 COVERSHEE=T HVAC L►,� � A:S ^,w EdaMvoad-fit �; AGA INTERIOR ELEVATIONS AND CASEWORK DCTAILS MIA CITY HALL.DEMO PLAN- HVAC � ELEC,'TR1CAL, Rerm&iglnewing ry"ti _ 4 !;+rNllrn°w h �v Sj A;1,2 DETAILS M1.2 PERMIT CENTER DEMO PLAN-IWAIC y 81 a8 SE Duke Street,Sulbs A Ken Spencer tiv tr�[lonar 4larVI.0 C., �"' �+0 e� PrrMand, ^Orxgon 97208 kspenct:r�reysseng.cnm y,..�.....-+.r.• --I--r-------- T'elephwe ('503)771-117aBfi Ek CAM A SIN��t �w�crtxry Crwoh GY � Ar6.3 DETAILS dU13.1 CITY HALJ.FLOOF(PLOW-f iVAC � LU Fax (503) ,772-2496 .. .. . , k eoeRe •' td�#ritr `D CL ' - AT.1 CITY HALL REFLECTED CEILING PLAN M21 PERMFT CENTER FLOOR PLAN -HVAC r ,� �� N a A72 PERMIT CENTER RETI.ECTED CEILING PLAN MIA Sr,HEDULES-HVAC A7.3 CEILING DETAILS M3.2 SCHEDULES AND DETAILS-HVAC e= M3.3 DETAILS-HVAC �` PLUMBING ; C� P�ECT SU�+f��,CODE" INFORMATION SITIE MAP DEVELOPIMlENT 1111, ORMATION NOT TO SCALr- P0.1 COVERSHEE•r-PLUMBING � i r�R0.►ECT NAME �._ I P1.1 PERMIT CENTER DEMO F'L!`.'�-PLUMBING Use CITY HALL AND OFFICES P2.1 PERMIT CENTEF(FLOOR PLAN-PLUMBING ZONING REVIEW IN'FO`�RIMiATION r22.2 -- _ FNIARC�ED FLOOR PLAN• PLUMBING - U l_ PHASCI AK'PIJCABL,E�COIDE: OSSC 1997 � RE'NOVA 77ON OF PERANT CENTF.17 �--- --- -- P3.1 DETAILS-PLUMBING ZONIAIG CLASSIFICATION. CBD PHASE $ERENOVATION OF WESTERN HALF'OF CITY HALL ELECTRICAL � y PROJEICT�"NI�OJ�kMAT10N � �--^`�� I I PHASE►!I E1.0 SITE PLAN UBC(}(CUE'/W�`.Y(:KUt1F'AMU t3MSiON l.__ _.- I RENOVATION OF EASTERN HALF OF CITY HALL �-- -- --_ CITY HALL AND PLAN CENTER - I Et.t CITY HALL DEMOLITION PLAN ' (1-3 EXISTING POLICE BUILDING HOLDING NOT IN SCOPE) � /_ � _ � i l E12 F'ERMR CENTEP DEMOLITION PLAN QATE: 18 June 2004 E1.3 POLICE FLOOR PLAN C,'0N V"VU�C:TiI w TYPE CITY HALL.ki AD PLAN CENI'ELT V--N SPRINKLERED a �� r- Fin vrtr.Rkr C--# CK pie --�, Pin!AI;I'm E2.1 CITY HALL FLOOR PLAN-LIGHTING L_. ._ _ -_-- POd.ICE V•1 HR I_� �.. (2HR.SEPARATION HETWEEN CITY HALL.. AND POLICE.) '-� � -- McAsnicrdl , L OPAWNBr QAJ 71 r' I plump ns E2.2 PFRAATT CENTER FLOOR PLAN LIGFITTN(i SI''RINKLERS Fl„!Y SPRINKLERED �M / , % 3 F lc oTical rn Tnl�+i"nflneerin8 ,,..... E3.1 CITY HALL FLOOR PLAN"PO'�VER AAiL)SIGNAL � f�R0UEC1'.• 201341 ( o0f ,A 6C,C SSwf E3.7 PERMIT CENTER FLOOR PLAN•POWER AND SIGNAL. SUIt.NNG Af*.,,% SF --PHASE I {r 056 fr I f."3 10 v�a+� ETA CIIy WALL FLOCK PLAPOLN �r _ PHASE III 1 ti�,t l/1 lu1.T ia9 IC 7,981 I;ITY OF I-IGAM0 CITY HALL. 10,9x10 EA7AREAS OF WORK Approved-Av//'AP/N A ... - , PERMIT CENTER 12,622 AI"PRC1t'fro P1,01051 Cond8 onaiNyApproved .... ( ): _.__. TOTAL 31,7;531 lr,,. 1 I pl 1'��At1'AC111IIN r"ar(►nly IMe v� st s4,rihecf 1rr sl' C s I('11fIWA't1C1!V 0th PERMIT'4 _.._ ��.�a all,("TL)RAL ICALCS See L010i 1r)'F411nwru. .. ......... .. _ (.t U I I-CH REPLNIl� MExTS l�/Ctlrct :-. L 11'rt DU(� Y;)b Atfrtrnlf: f Ball IsIvo I.S I L? ►' C /� 1 � 2 � S � 4 l;t I{ Z()()1-00314 I of 2'l OFFIC�'. COPY R, s 'RIAMN7tM�'+YHa4.MH ^� ,F.,'wywlFl„�Y. ..^w,. .,,.yam ,.:,rt,.».. ..., ...,rw.wr✓MW,+h •.+,hn,W .wwlwn, ...a..........w....w++•Nw,w,-u..... .,.:,. ... .. .. _. _.. .n.,W Wim.: .:•Ih+••: I >� _, », Iy. 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(n :...._ ..,1 �t,1� ..: �,: 1 t ..{(tl f ,I t. ,; t t ;' ; P i T II t; +i I• , ,, �;l, ,; �,I,. ,,_, , ��i i�,_� ! ,•, ,:.,„ .,(_, .i -, ! ,� I I .I SII �I I; '�, r r , t mow. ,rn.. _ e I i p �f I i 1 II' i i 1 .1 I l 1 i ,t ABBREVIATIONS ANNOTATION I' u /\ GRID LINE ACP-# ACOUST.CEILING PANEL(SUFFIX#OENUIES TYPE) N NORTH ACT-,M ACOUST CEILING TILE(SUFFIX#DENOTES TYPE) APPLICABLE N/A NOT AES ARCHITECTURAL.EXPOSED STEEL NC NURSE CALL. y Ft 7I (,,I-aA AIB AIR INFIL IRA I K)N RARRIER NIC NOT IN CONTRACT �3 ALT ALTERNATE NO. NUMBER NOM NOMINAL ' SECTION NUMBER r BD BOARD NTS NOT TO SCALE HLDG BUPLUING A21 SHEETREFERENGE BOC BOTTOM OF CONCRETE BOD B0170M OF DECKING) OFCI OWNER FURNISHED,CONTRACTOR INSTALLED BOF BOTTOM OF FRAMING Op Of OWNER FURNISHED,OWNER INSTALLED OPT' OPPOSITE BO f TOM OF S TEFL BOT BOTTOM WALL SECTION BUR BUIL T-UP ROOFING ` q, CB C.AICH HASIN CIP CAST IV PLACE CO CLEANOUT 4EXTERIOR ELEVATION. r i CONC C.ONC:RETE PLAM4 PLASTIC LAMINATE CONT CJ CONTBWJOUS CON TROT_JOINT PT PRESSURE TREATED ^� CPT-# CARPET(SUFFIX#DENOTES TYPE) CJ CONSTRUCTION JCANT A R RADIUS(DIMENSION) D �- B INTERIOR ELEVATION DIA DIAMETER REFR REFRIGERATOR - DS DOWNSPOUT REQD REQUIRED REV RE-VISE(DXION) C !111 SW Salmon E FAST RO ROUGH OPENING EA EACH Suite 100 FL ELEVATION(TOPOGRAPHICAL) EQ EQUAL � DETAL INDRAWING SET Portland, OR 9710.1 EQUIP EQUIPME14T S SOUTH �'1 7u. 503.211.1111 SF SQUARE FEET Fax. 503.111.1077 FE FIRE EXTINGUIC4iFk SPEC SPECIFICATIONS FEC FIRE EXTNGUISOER CABINET STL STEEL FF FINISH FLOOR DETAIL IN PROJECT MANUAL FO FACE OF FOC FACE OF CONCRETE TOC TOP OF CONCRETE FOF FACE OF FINISH TOD TOP OF DECKING) FOM FACE OF MASONRY TOG TOP OF FINISH GRADE REVISION NOTE FOS FACE OF STUD L_, FOSH FACE OF SI*ATHNNG TOM TOP OF MASONRY EOMI FACE WALL TOPG TOP OF PAVING TOPL fOT'OF PLATE FRP4 Fi9ERGLASS REINFORCED PANEL STEEL FRPT FIRF-RETAfTI T-PIIESSURE-TREATED TOW TOS TOP OF OF WA FRT FIRE-RIETA7'[IANT-TR ATED pL1 TYPICAL ~U �2 KEYED NOTE TYP STANDARD MOUNTING HEIGHTS GA GAUGE or GAGE GAL.V GALVANIZED UA UNASSIGNED AREA 1 VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE GB GRAB BAR UBC UNIFORM BUIDING CODE O WINDOW TYPE CONFORMANCE WITH ADA MOUNTING HEIGHTS. ` GL GLASS UI. UNDERWRITERS LABORATORY ` GL-# GLAZING(SUFFIX#DENOTES TYPE) UON UNLESS OTHERWISE NOTED 2 DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE GL GI UE-(AMINATED UOS UNLESS OTHERWISE SHOWN HIGHEST PORTION OF THE(WENING OR OPEPATING DEVICE, GNU GROUND UPS UN!NTERRUPTABLE POWER SYSTEM GPB GENERAL PUIIIPOSE BUILDING UR UR114AL OFFICF- ROOM NAME PCOM NUMBER CONSULTANTS PROVIDE FIRE RESISTANT BLOCKING WITHIN WALLS AS GR# GRILLE(SUFFIX#DENOTES TYPE) 106 REQUIRED FOR MOUNTING FIXTURES, GSS GENERAL SITE SERVICES '.-j 1 GYP GYPSUM 4 PROVIDE GYP.BD.WRAP BEHIND FIXTURES ONLY AT WALLS vi VB VAPDR BA 7,RIER(RETARDER) DESIGNATED CN FLOOR PLANS AS OPENING PROTECTED 4 O H HIGH VCT-# VINYL COMPOSITION TILE(SUFFIX#DENOTES TYPE) - ELEVATION DATUM LL HB HOSE BIBS VEN VENEER Z HC HOLLOW CORE(MATERIAL.) VERT VERTICAL UJI HDR HEADER VEST VESIIBUL.E C� CEILING ELEVATION d HUM HARDWARE VG VERTICAL GRAIN ix HDWD HARDWOOD V74 VINYL.TILE(SUFFIX#DENOTES TYPE) Cc R HM HOLLOW METAL. VTB VINYL COVERED TACKBOARD � uj w HORN HORIZONTAL VTR VEN1 TO ROOF �.,r, � 0 HPL HIGH PRFSSURI_LAMINATE VWC VINYL WALL COVERIN7, P_I FINISH MA;TFRIAL-TYPE j0� L IiPM HAZARDUS PRODUCTION MATERIAL ^ w HR HOUR FIRE ALARM WALL MOUNTED w HT HEIGHT W WELDED WALL TAG -SEE'SHEET A3.1 SIGNAUSTP.OSE FIRE ` co cc HVAC HEATING,VENTN.ATING A W WEST 1 Ms �-FIRE � AIR CONDITIONING W WIDTH SIGN EXTINGUIFHER _j C) � _jQ Q HW HOT WATER W/ WITH oZi r RECESSED FIRE o Q SINGLE DOOR,DOOR NUMBER EXTINGUISHER CABINET HV1/t' HIGHWAY WB_ WITHOUT =' ELECTRICAL TELEPHONE iTEM^ERATURF_ INTERCOM ANNUNCIATOR --EMERGENCY 1S` W� WOOD BASE(SUFFIX 4 DENOTES TYPE) � POWER BUTTON � uj � -► WC WATER CLOSET OUTLET AT I OUTLET SEN;;OR STATION PANEL ID INSIDE DIAMEIFT't WC-0 WALL COVERING(SUFFIX#DENOTES TYPE) DOUBLE DI:►OR,DOOR Nl1MBER CASEWORK ` ` �_ '-N �� IN INCHES WINDOW _ U � ' 1 INCL INCANDES if AOOD �, �„It, I N v INCL +.w,Li1i1E(DXING)lNt=GRIM i ION WF WIRE FABRIC � •..� � W INFO INTERIOR WF'i 1b,D00 FLOORING(SUFFIX#DENOTES TYPE) I /p� I A A,p —� INT INVERT WI-, WATEfdHEATER PLVIYI�IN� ASS�fYIULi��' ------- INv IWEL U E(D RSII wp WALK OFF MAT MISCELLANEOUS WALL MOUNTINGS INSUL IPITEL_UNIVERSITY WP WATL''2AROOF(ING) •``---=�• GRAB BAR. -- •-- - IU WP-4 WALL°ANEL(SUFFIX#DENOTES TYPE) _ (' WR WASTE RECEPTACLE l WATER CLOSET(WALL MOUNTED) JAN JST JANITOR WR WATER RE3ISTANT / --FIRE ALARM - EXIT SIGN M JT JOIST WT WEIGHT JOINT SIGNAlJS1 ROBE TYPICAL KO KILN DRIED URINAL LIGHT SWITC;1 FOR(3)GANG DOOR KD OR(4)GANG BOX ALIGN LEFT I OPENING PR0JE'CT Ai^.;,,r KNOCK-DOWN EDGE WITH BOXES ABOVE KIT KITCHEN t KO KNOCKOUT KP K$ K1C1C PLATE KNEE SPACE: MOP SINK THERMOSTAT CRIISHRAII_ L-------- o COU47i E13 LAVATORY/SINK ' IAEi LABORATORY � � .---�,I CARD READER '� COITNER LAM tAMINATE(D) `---- -'L GUARD L f LAV LAVATORI► —_-__..____-_ i ----- Le POILMD LF LINEAL FEEL- DRINKING FOUNTAINS -- - LFA LAMINATE Fl.U(XtiMIG(#DENOTES TYPE)LEFT HAND - -- - - LH LEFT I4AM)R AERSE LHR LINEAR TYPICAL AT DOOR AT ROOM INTERIOR TYPICAL AT DOOR AT HALL LN LENGTH -_-- - -- ----- _ - L LIGHT L LIVE LOAD LDA TE: in Jun 2M i LL LONG LEG VERTICAL. I— L.LV LIFE S3 ROOM °;NECK: PI8 IJt LIFE Sr'iFET11"3YSTEA43 I-- LSS LAMIRATE-0 STRAND LUMBER -TOILET PAPER (n - L.3L DISPENSER p LDRAWN'BY: DAJ GRAB BAR M71. WASTE TOILET li I [irlTiAl. RECEPTACLE LAVATORY LAV uj [ SEAT PROJFCF: ?OJ?41 W COAT&UTILITY IN COUNTER I-- F_I COVER -TCiil.FT SFA I'COVER DtSPENSFR MIRROR HOOK -_i 'n � , DISPENSER 'i SOAP o cn LL 12' (CENTER Of STALL) LA_ DISPENSER r �- v 0 31-0SANITARY I-IAPKIN DISPOSAL �•'il"-19' 11. ami � R. c.� a, � '631 -- /_ Q a. 3' TOILET PAI>ER DISPENSER y r ►- --- � t3'MIM KNEE 1 a —.._— 3 - -).____mow _. — „�1, • �p _.#i Z - ' 10 W a$I CLEARANCE z N b,�? INSULATE 2•MAX MIN HOT WATER T MAX TOE CLR 1Y MAX Ai DRINKING FOUNTAIN TOILET ROOM TYP LAVATORY ACCESSIBLE TOILET TYPICAL TOILET Ifail ''1`'U BUP2004-ooi 34 1 2 0!'21L . A Mn r.+ ��,v+IMe -•'-^�.�nnre -x�lr*r,�.•,.. .. ..,.,..,,., ___. _ _ . _ _ . - '� hsae�l..Nlfle.a.-�1le1�Y�Aldli. }fly - _ t .W��aw�� ¢�,�,.� ��{�,��,y��g�,yyy,�m2��v� ..:.:, ,,.. - ti' '�:,., fl'!°A�a+ f'. ,�� ,7 �I I I I I I I�1 1 I I ( I I I 1 y j : 1®{yg �. .. ... III�]W,.9RF911mibYei+%u�.�lu i. I 1 IIII.I I IIl1 IIIIifNi (III illl 1111 illl (III ILII It I U1111 I I � ;_ . ,,,'�;' •'„>-:..,” �. �� `• ''� LE(31dILIT•Y STRIP C�'1� I � + t � ! 171 Itll Illliillflli SII 1 .III�Ii, 1111�111A111Il�ill I t � I, Ih II I II I I�il�f li Ilitlllll II I'inl�i tlilllll _ . ., ,I„III J� � a3 � II!I ill I11 1�1 11� I,II�II 10 I I 12 13 14 IEi 17 19 19 20 211 2.2 2 i 24 2S 26 27 28 I 2I9 30 011 ,, Igmm.lcm 0 K > ,crew ,,`�,t'pr3�+•r.-. t!yy` A 01 ca w0oylt_Z (�� 0 e ,. r'�!°'� f tiC r� 1Y i �M ti 4 fi`I:d :4 1 4I Y O pie, to 4 L l W)'J`t-1Y rO :+, 1::_ •vlv :� or _C3 _ c3 \ WALE. TYPES NOTES -- - OBSTRUCTION \ 1- TYPE'r GYPSUM WALL BOARD SPECIFIED THROUGI LOUT.PRUVIDE WATER RESISTANT GYPSUM BOARD � TYPE 'X"ON ENTIRE WALL WHERE PLUMBING FIXTURES OCCIR PROVIDE TILE BACKER BOARD TYPE'X'ON ALL WALLS WITH TILE. i 1 ` \ 2. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS AT ALL WALLS. WALLS UESIC:AIATED AS*BASED ON'VARY AS NOTED IN(PAR1*1HESIS.) SEE NOTE 4. `� ------ UNDERSIDE OF FLOOR OR �� ` � � � ��___-_____-_ �-------- --- UNDERSIDE OF FLOOR 3. REFER TO CODE ANALYSIS PLANS FOR UBC DESIGNATION OF FRE RESISTIVE WALLS WITH OPENING �, � - _ - - 22 GA STUD BRACING TO OR ROOF DECK PROTECTION.SEE MECHANICAL DRAWINGS FOR DUCT OPENING PROTECTION, SEE DOOR AND WINDOW ROOF DECK STRUCTURE @ 6'-0"OC SCHEDULES FOR PROTECTED DOOR AND WINDOW OPENINGSAT DFSIGNATED LOCATIONS ------ -- --- -- - UNDERSIDE OF FLUOR OR ROOF NECK 4. WALL TYPES STATED"AS BASED ON'A LISTED ASSEMBLY VARY IN RESPECT TO STUD SIZE AND/OR ADDING ___ EXTRA ELEMENTS TO THE ASSEMBLY.NO ACTUAI.IISTFD ASWWBL.Y EXISTS FOR THAT EXACT WALL_TYPE. THE ASSUMPTION FOR FIRE RESISTANCE IS THE SAME AS THE LISTED ASSEMBLY BASED ON HARMA MY'S - _- _ ----_� --- -- - FIRE ENDURANCE RULES 2 AND 5 AS STATED IN 19971CBO UNIFORM CODE FOR BUIL DINO CONSERVATION PAGE 84."THF_ FIRF FNDUF2ANCF DOES NOT DECREASE WITH 1HE ADDITION OF LAYERS... THE FIRE \_- ENDURANCE OF A CONSTRUCTION CANN9T BE INCREASED BY INCREASING THE THICK14ESS OF A ACOUSTICAL INSULATION � P - ACOUSTICAL INSULATION COMPLETELY ENCLOSED AIR LAYER... IF THE THICKNESS OF7HE AIR LAYER IS LARGER THAN ABOUT 1,'2', -� \ - THE HEAT TRANSFER THROUGH THE AIF'LAYER DEPENDS 014-Y ON THE BOUNDING SURFACES,AND IS � --- CEILING SYSTEM �--"-` CEILING SYSTEM - CF.LING SYSTEM PRACTICALLY INDEPENDENT OF THE DISTANCE BETWEEN THEW.* THESE WALLS CAN ALSO BE SHOWN TO S MEET THE REQUIRED FIRE RESISTIVE RATING BY THE.CALCULATION METHOD PER SECTION 7033,UBC STANDARD 7-7 IF REQUESTED. 1121 SW Salmon C1 =C ' C1 Sui'e 100—`\ -)—"--�� 5. PROVIDE SOUND ATTENUAT.ON INSULATION ON TOP Of-ACP INHERE WALLS TERMINATE AT CEILING OR 6" Portland, OR 97205 ABOVE CEILING. EXTEND 5 FEET TO BOTH SIDES OF WALL. PAID INSULATION 3'AWAY FROM LIGHT FIXTURES. 1e1. 503.221.1121 Fax. 503.221.2077 I ( I 6. WALLS INDICA?ED WITH SOUND ATTENUATION INSULATION 10 MEET AN STC RATING OF 48 OR MORE, 1 _ UNLESS OTHERWISE INDICATED. ` � 1BOTH SIDES OF WALL MEMBRANE � WALL BRACED 710 STRUCTURE W1 BOTH WALL_ _ ONE WALL MEMaRANE SIDE TO STRUCTURE LLS TO UNDERSIDE OF STRUCTURE I-LJ MEMBRANE SIDES TO ABOVE CEItJNG METAL STUDS TO UVDERSIDE OF STRUCTURE I 1. METAL STUD WALL TYPES LEGEND WALL COA/POSrWN --- --___ __-- ___ ` -----AALL INSUTA'70N ACOUSTICAL T THERMAL �— CONSULT ANTS J MINIMUM THICKNESS OF \ � ACOUSTICAL.INSULATION \----UNDERSIDE OF FLOOR OR - \` UNDERSIDE:OF FLOOR OR METAL STUD SIZE -- - - S 1518'STUD 1 112' 0 ROOF DECK —\ ROOF DECK( 1 1 518 • 3-112'STUD s IiY I 2 2112' 2-112'STUD 2 112' ZE 3 J 1!2" 4"STUD 3 112" ua 5 5 IZ' 5112`STUD 5112' I 6"STUD 6' $ 8. 8"STUD T r^ - 0 OTHER.SEE WALL C W � v U EXISTING CONSTRUCTION TYPE ",.j a -------- ACOUSTICAL INSULATION ACOUSTICAL INSULATION --- — WALL STUD 6 FINISH HEIGHTQ _ 4!-4wr P \ _ 4'-0'TYP _-- I SEE DRAWINGS 014 THIS SHEET � c n _..- \ --------- c � FIRc RESISTANCE RA TWG --------- � � �L"� r�� Q CEILING SYSTEM —CEILING SYSTEM - W RESISTANCE V � n: NEW CONSTRUCTION N NON RATED X SEE SECTIONS f"+ r 1 1 HOUR S STRUCTURE �.. --jo C1M ONF MEMBRANE U.. C1 2 2 HOUR C1 3 3 HOUR A ABOVE CEILING `I O B BRACED 4 4 C CEIL'NG r tr 1 V VAR.ES I •.. Q P PARTIAL I INFILL V *a N GN _ _ BOTH WALL MEMBRANE SIDES TO ABOVE CEIUN(3 METAL WAIL MEMBRANE AND METAL STUDS WALL INFILL� LI _ J e� L l^J STUDS TO UNiDERSIDE OF STRUCNTORE IJ vJ TO-17NDERSIDE OF CEIL1 X /ACOUSTICAL INSULATION \ A �1 5I8'GYPSUM P.OA,'tD TYPE X V -� METAL STUD Al' 16'OC PROJECT NAME INTERIOR PARTITION ACOUSTICAL SEALANT 518"GYPSUM BOARD TYPE X �+ BASED ON GA FILE NO.WP 1072 / (STUD SIZE VARIES, STUD SPACING � BOTTOM OF STRUCTURE.ABOVE AT 16"OC)(SEE GENERAL WALT_ i TYPE NOTES) STC 45 TO 49(VYI INSUL) �� ---- -- / L EXISTING CONSTRUCTION - 12 GA.TWO-WAY SPLAY METAL STUD AT 16'OC WIRES®94'O.0 MIN.TWO - -- ---FASTENER Q 24'OC 7HRU METAL STUD 45'MAX,TYP ✓ PER WALL SECTIGN.ATTACH FURRING AT EXISTING r�r - 518"GYPSUM BOARD i^YPE X TRACK \ TO STLJCTURE . C'ONSTRUC77ON , `- DEFLECTION HEAD-DO NOT Y-� SCHELVJLED BASE _ _- _._._.____-- __ I ATTACH FRAMING OR /�✓j I - _ _.^'_ T' GYPSUM BOARD % � L DATE: 16ju-,,- �� ,,- --- ACOUSTICAL.SEALANT(BOTH SIDES) FASTENER 1'-8'CIC C4 INTERIOR WALL & PARTITION TYPES --SCHEDULED FLOOR FINISH � SUSPENDED ACOUSTICAL CEILING SYSTEM _ � CHECK: _-_ PIB DRAWNBY. EXISTING FLOOR ACOUSTICAL SE ALANT I I \---- c SCALE: NO SCALE � ,r• I I (LATH SIDES) ® PROJECT.• 2011 COMPRESSION GASKET ' I I CT ` I I I i I I I ALLBASE:" 'fill' rstva I ,t A0w I ....,.....�,_...�.. �k,, a< r= 77 C2 LATERAL BRACING C3 DEFLECT►ON HEAD 1WP2004-0()134 11'2 004-00334 : S'CAL.E: r_ 1'4r SCALE 3'm V-0' c'1'21L ,._,... ,,....�,., ...._.._._._w.�___._,..w,,....,_....._....._._..._._.._.._____..�...._,__.�,,._.....,... ,.. �y . -._.- .: .. .wn«._" +...._...t.....__...... ... .....-.wa.,..,wr..rwnw.wNlMw....�.�.s...+�.�wwr. Rlir•R,. '� - .1..••rn-..alk .. - -w.•v,. ., ,r t r wW .n_.. :.,a n 2..•. „: ,: ILL►.1111 ILII I l�� Illl ,f�(11 � 1 G('(I I { � flll.il IIIiI1f1�.1 III ( I. I III II I i . I Ilii I- i, i ILII I Ilii ,ill Ilii lll'IIli11�1.'�Ilti lll� I!!I;I�!!I!!;I II!� il;lll�i1!i� ' ' ��: !' , li, ,, �iniu!;i�' t iil.i , :,; ,: .•. `. '" „ ,. .,. LEGIBILITY STRIP � {� � 111�IIu�uII�Hu�ni��Hu�I.IIIHu�nIlllll:,- O 2 3 4 5 E3 5 !� IO it 12 1;3 14 16 17 18 19 210 21 22 23 24 2!5 28 27 28 29 30 I0Aim.1 cm J yy Of HON: CJI Oz 7 �( I I I i 1 1 1 1 - I,�l,�I.1,��.�1.� �..�,J.�.a.�.�,l��I�l►:l>,�;�1.,��,, k �* ,. as �� ' I`e:1 r"r.. �4 r� �a I D A Dy CSS '2 Y � r MINIMUM PLUMBING FIXTURES GENERAL NOTES POLICE STATIOMCITY HALL 18,931 SF/200 SF/OCCUPANT 95 OCCUPANTS 1• SEE COVER SHEET FOR PROJECT CODE SUMMARY. PERMIT CENTER 12,82!SF 1200 SF/OCCUPANT=65 OCCUPANI S n I WATER CLOSETS REQUIRED WATER CLOSETS PROVIDED POLICE STATIOMCITY HALL 3 MALE 3 FEMALE 5 MALE 5 FEMALE PERMIT CEN TER 2 MALE 2 FEMALE 4 MALE a FEMALE ACCESSIBILI7rY REQUIREMENTS LEGEND f 1. PARKING: EGRESS PATH. ACCESSIBLE PARKING SPACES TO BE RESTRIPED AND NEW CURB RAMPS ADDED, EXIT SIGN. UNE EXISTING SPACE TO REMAIN AND SIX "!FW COMPLUJVT SPOCES 3EING CRFJk ED. 1121 SW Salmon 2. ACCESSIBLE ENTRANVCE. Suite 100 ENI RANC(_S ARE CURRENTLY COMPLIANT. Portland OR 97105 PERMIT CEN TER E_Is FRANCE BEING UPGRADED AND GROUP - 1121 OPERATOR REPLACf:U. USES AND OCCUPANCY LOAD FACTORS Tel. 5 03.22 .207 Fax. 503.111.1077 3. ACCESSIBLE.ROUTE. \ \ \ OFFICE. EXISTING ROUTES ARE ACCESSIBLE. \ \\\ OCCUPANCY LOAD NEW WALKWAY BEING ADDED FROM SECOND EXIT OF \ FACTOR 100 PERMIT CENTER. - . CONFERENCE. N5 Y LOAD 4. RESTROOMS: EXISTING RLSTRO�DMS IN PERMIT CENTER BEING REPLACED WITH NEW COMPLIANT REST'ROOMS STORAGE.OCCUPANCY 5. ACCE-SSIBU' TELEPHONES.' / j / / ` LOAD FACTOR 300 A � 6. ACCESSIBLE:DRINKING FCUNTAIN: � ASSEMBLY.OCCUPANCY LOAD FACTOR 7 NEW PERMI T CENTER DRINKING FOUNTAIN IS COMF'L1ANT 7. ALARM SY3`fFM: 1 NEW COMPLIANT HORN/STROBES BEING INSTALLED THROUGHOUT PERMIT CENTER. 1 600 CONSULTANTS _-j Uj Uj �• .C— flu7>1 MIN R roo i v 1 \ O Wq� 1 ` / VESTIOULE �' >4affX fbLLI — _ LU mx � ❑ 1,4,11 .�. , ❑ ❑ . / \ _ ^i•\ SQL- \ I----- ca C4 LL AMM n \(2) (16 --may �_ _ \ \ /I � Z „j _ - U, \ t» OMN Lij PROJECT NAX LL MIN BREAX 157 STVAAW 14 Iz -- 1 LOW Eiccrar;� _� \ rraL low 18 June \ ¢E LCHECK. PM DAJ ol \ / - L�,\ L RAWN 6Y: \ \ \ OFF)CE \ —� I 1 \ \ � PROJECT 202341 x N C1. FIRE LIFE SAFETY PLAN /�"''"'"`/ �� Ao,. 2 sc.A�• W320- IiiBUP2004-00334 KEY PLAN 4 of 211 i♦ 7/ ht / �•��1� 2 ® 3 M 4 c++rMw•yea LNnl,�wer<�• P ;. ., � ..�;.t- aec nr_=�:�: rra. �.�� ---RwnIMR«, ...... .« .. ,. _ ,. .. .. _ _.. .. .. _. _ __ ..__.,.�.�___..»..____._.___� � ...,.,.........._..._ ____...__,...._.._.,_....•.._.,-.._._....,.•.._. _ e , d5t+ti,��w,�a;'�zt=>Iwr��swa��rarrawW�IIC .i, Mi. : r.. ... .. ...., .. "9,Y.'.^fRF.. hYM:9S";.,,,w..,-..._ ....:� -+ .+. +ww.r..�n�Ms.•er.._+erwg '"'w - ... .. .�'^T�,.wm!,Mn^! .,�.^F•_ !'M. R,fir„_.+ PM1' :. .. .. .. V I�J.jp{p � ♦ +9... -:.. ., -w .. ..: .-..gyp{{, /� .. f,.. �4 ,. ,, .I ,li �I! ,I,! I III :I ,: I1,1:n: I.• ,w , jr I ( I � . I .1111111 IIIiIllli Illillll 111 i,.l,llllflll iilflilli Ultlllii IIItII! '1!111111 i 1,1!111!1 11lI�IIII'IIIiI' ,�I;I�Iill IIIIIIIII illllllll Illl�llllilll Ilii'�'ll Ifl! -> -'" 1 ` LEGIB UTY STRIP 2 6 7 mm 1 T 2U 2! 1�a X13 c ( 1 d I I' 0 0 n 5 t >� : O I I I� t�3 I�4 � I� 1�7 I�t9 Iii 4 2�5 2�8 2�7 219 z g 30 i : • 1; 81 i f tai N�NI o�utOz 1y w 4b K :., O F,r �_� i . � L , a+` 1i s••t y. 4+ a t f -, 9 , oy q I L..,r • � .�� i l � ► I I 1 1 i l I ,,� � -: I r � � 1 � � f� � !I r SO C, - -- .,�I'^`� f 1121 SW Salmon ! l Suite 100 i nX 97205 503.221.1121 Portl LI and, � r all :A. Fax. 503.211.20'? \, a, � KEY NOTES jLow I (TX6'CONCRETE TRANSFOPMER PAD.SEE SHEET E1.0 FOR LOCATION. 1 1 ; POLlr'E FACILITY ADDITION CONCRETE PAD. L L� + " `I/r.___,.__ CONCRETE PAD.PLACE 1i2"BELOW EXISTING CONCRETE. 3, CONTROL JOINT,TYPICAL.. A 115) 1 _ ' w,,,,�,, �� ! I I I i i I ��17, I �! U OR236Ei SIGN.SEE ODOT DISABLED PARKING STANDARDS OR20.61)SIGN.SEE OUOT DISABLED PARKiNG STANDARDS 0 E?USTING WALK TO RE, 'UN. 11 EQUl1l SPACES _'' � 1 I \ f �( � 1 �.rwiewwwww wwrww�� I. _ _ i NEW SIDEWALK. POLICE I '� % ;/ " VAN I I NEW CURB RAMP 1iJITN DETECTABLE WARNING. � 1. SITE: DETAIL. t rr , f _ _ - - ��-`— { ` r f ;" ' li —/ �� ' �"� �" ,�� ,,, ,,j I r ,O DEMOLISH EXISTING CONCRETE WALKWAY CONSULTANTS St;ALE=: 1 112's 1!4" —. ),T . y r . . , J,., � ' � �.-� � I � ` INSTALL SOD REMOVED FROM AREAS OF NEW WALKWAY CONSTRUCTiON TO MA T CH ADJACENT I.ANDSCAPING 11 DEMOI ISH(E)CONCRETE CURB 10 ACCOMMODA TE NEW RMN' WALKWAYS AND CURB RO''PS. • Y/� ; ' ,;. _ , 1Z REMOVE EXISTING PARKING LOT STRIFI,�G,PROVIDE NEW .,�• �•' STRIPTIG. IMF� ,� W PARKING SUMMARY Ct c) 1 CX� 5,-0. 2:3ci TOTAL PMKIMG SPACES oc .� I I C� 7 ACCESSIBLE PARKING SPACES � ~` � O r.rs 229 PARKING SPACES V LLQ o W CITY HALL PERMIT CENTER a1 CEL'L CL Cc MAX FROM DRIVE SURFACE I � C`/+) J ,1 ter. ,'a.•- y� ^ +/ • -��r �� )_7 EXISTING WALL FIBER EXPANSION _ M f CONCRETE SLAB A 2. SITE PLAN -�6®24'OC BOTH WAYS •COMP,^TED GRAVEL .SCALE: 1' 30'-0' VAN1 FILTER FABRIC / • _ C� 6-, / aiTf: 1e June zoa TYP 5 8 / /' `'S 8 ,/� _CHECK PLS ��X � 1 I — - ` a�J '� t � '-=I I. I I (-� ti{� 11 (g � � ;,, •" 11 g ,11 41 41- PROJECT., 2033 --- - -- NEW _ err- = err= r TF=--W T II I Irl-11�-_—l i��l ll �I I � ;,. I1= 111� 11-=l111EA =III �IIT�III -=:1II IitiNLA8 I s A003 ball Lilva I J 11J � C1. DETAIL. � SITE DETA1�,,. Hi rp20o4- �.E- f Vr•rdr SCALE: 1 1/2"= 1'a' 00334 5 of 21. C 1 Z 3 4 awrMrr ►Nrwr.n� ,;I a i p�rJ t1, 1 a "MftIN(� -. .-.... .. Fr n- w -rtiwii;.p. a,..,,n.«r;• x5mr-rv'.ry ;. ..F....,.. -,w. ... -..._ 11 .. .. ,..z :.+ ;.. .. <: 9„JtS:,3i n. - t .. ..� �,:"t- Lia; � .,n arTs . ., ,� MIN �{+...Ry"t ,.... .,. _. .,. ..:..... .. ,.:. ,. .-.-... -„ ..,. •,-,-.. .,. ,.., , ,A, 2 . ,:: m , fl ,rl) 1.11, 1 11111 III Illi ILII ! Ii I ' I ': � ( I ( I I I I . 1.11(11 Lir 11311 Ih. . I I{{ II t , ll 1111 (Ill II i 1111 ILII t,ll I II I,III I!1 III 111111111 Illi it !Ilii”'11 ' !t l011 II 1111 I i 1; I,1r ( , t . 9,! LEGIBILITY STRIP I t I I I II u I 11 1 1 !1 11 II nl1 I ! I 1 I II II, - - � I � II I � I 1 ttt6j` m r - _ e 10 I Ic'. 13 1�4 1e 17 119 19 2�C 21 22 23 214 25 26 27 213 29 310 r M9N1 it '1088 1 g , a . . . ; j r• i .a cmY 1 a� L I. 110UN0Y 3 4- N 0r" GENERAL NOTES 1. THIS DRAWINGNDICA.TES APPROXIMATE EXISTING � CONDITIONS.4RIFY EXISTING CONDITIONS ON-SITE. 2. PATCH AND F43FAIR ALL DISTURBED AREAS TO MATCH n EXISTING UOK 4 L , 40 I I ►41-T —C z -- . WOKA AREA Y:7 I ` :-_�-- -r 1 WORIK AREA �I B n I AK�ri e I I Ic T 1- 10 12 r��11 s L._.._,o c�J�--} -I- J _ - - - _ � 1111 SW.iaimon z ,Suite 100 Poh;and OR 97105 �. 4 - -i r - .• p 9 Tel. 503.211.1121 — \` 7:71- _� Far. 503.221.2077 b - - .t I I I �L� KEY NOTES (NOT ALL NOTES APPEAR ON THIS SHEET) (i�7REl_RE ABOVEIO BE DEMOLISHED. F—D20CCASE40RK/CCUNTERTOP TO BE DEMOLISHED. LIGHT FIXTURESTO BE REMOVED/RELOCATED.COORDINATE WITH ELECTRICAL DRAWINGS. 40 I T i SOFFIT ABOVE VID BE DEMOLISHED i r t0 13 I A V --- _ __ I I 0 SALVAGE DEFIORLLAIDR FOR REUSE CONCREM SWIFT TO REMAIN. III 10 III I� O GYPSIIM WALL SCARD TO BE REMOVED. COORDINATE WITH OI STRUCTURAL REQUIREMENTS. SEE SHEET 53.2. ^ I I I I GCOOKDINATE 0Elt01_!T1ON WITH STRU'-UFL_ REQUIREMENT&SLV.SHEET S2.1. 10 I I II II 0 SALVAGE DOORAND HINGES FOR REUSE. SEE DOOR CONSULTANTS SCH(10� REMOVE CARPET AND BASE THIS ROOM.REMOVE ADHE�,Nt: AND ACCESSORIES TO ALLOW FOR INSTAI_LATi)N OF NcW �V CARPET. 11 REMOVE CARPET THIS ROOM REMOVE ADHESIVE AND ACCESSORIESTO ALLow FOR INSTALLATION OF NEW �r CARPET. uj TILE D BOREIER AND BASE TO REMAIN. Q: (� DEMOLISH EXISM0 ACT AND GYP WA'..L BOARD SOFFIT Ij- 13 DEMOLISH EXISTING GYP WALL BOARD CEILING. �wr (� 14 DEMCkISH ExiS'>t1NG ACT TO ACCOMODATE NEW 10 10 i ( I CONSTRUCTIONI. �V '" 3 uj A ( �. uj ii W) *a C4 ,- •J Z �- - s=ac-„ s ! ��_ it •.,JI'L�� II `.,_�I� -� I-..., n ' 10 10 I I 10 10 I 10 �I. 1I �I 10 LEGEND PRojEc r NAME EWING CONSTRUCTION TO REMAIN. ....=:I F= CCWTRUCTION TO BE REMOVED/DEMOLISHED. -- I ` I ODOORDINATE WITH AREAS OF NEW CONSTRUCTION. -- I I I -A L opG H I I _ ►—_ - -- I DATE. 18 June 2w4 I CHECK PIB IV L WAwW By: wu C1. CITY HALL DEMO PLAN SCALE: 1/r• 1:.p' � ARQ/ECT. 203341 CITY PERMIT A I CENTER / 111111 IfIV(1 1 tILJ BU 172004-00334 KEYP"N 6of21 tf �� r.t � t•.��r C 1 Z 3 + QpAM 0 7001 LP.9 NofteR Ar • - :., "' ,. ria` LEGIBILITY STRIP �tr• , ;��IIn iI!IIiuI IUM+n lilllru Iluluil IIIIIu�I - .. - _ -^ ^ • � .� - - - � 25 2 3 1 r' a. -. MON I Ta.' • ZII 0... •, I q¢� ! 1�.� I � • �J-41.x+ �� I I �I! �� .� I _ .. I.��., ' F , tl %I P, !i 1L • 91 AD CIS' k:ry UL I kaNDY cti CrIo 0 R_ UN • 4�xl } OF O .' I i GENERAL NOTES 1. THIS DRAWING INDICATES APPROXIMATE EXIST ING CONDITIONS.VERIFY EXISTING CONDITIONS ON-SITE. 2. PATCH AND REPAIR ALL DISTURBED AREAS TO MATCH n 1 i EXISTING UON. `• =.-� I i I 4, I \vp, 1A 11 11 1 �I ! (10 14 14 cif''""'' I i I L I� I 1` 1;21 SW Salmon •�,� I Suite100 L ~ J Portland OR 4720 s _ I I i 4 \ -- .� r•s1�11W171�' �.'w�rrrlr.- .' '' �-i.1 r•1�'s>ir 1�'��7rr�71�f�'.�7� �_..--__--__.—_ J 71— �J - r Paz �03?221.1077 4 a- �r o-' 1 KEY NOTES (NOT ALL NOTES APPEAR ON THIS SHEET) � I • I C, ) RELITE ABOVE TO BE DEMOLISHED, I I I I I I I I CASEWORKJICOl1NTERTOP TO BE DEMOLISHED. i i 3� LIGHT FIXTURES TO BEtREMOVE[dRELOGA i LD.COORDINATE WITH ELECTRlCAI..DRAWINGS. C\ SOFFIT ABOVE TO BE DEMOLISH`-O. � �---------�-___-�_-_---ter NI 1 I I I I C A �-j► I I I SALVAGE DEFIBRILLATOR FOR REUSE. CONCRETE SIQAFT TO REMAIN. GYPSUM WALL BOARD TO BE REMOVED.COORDINATE WITH STRUCTURAL REQUIREMENTS.SEE SHEET S2.2. �De COORDINATE DEMOLITION WITH STRUCTURAL (� J ,■�,,` o�` / `�` I I i REQUIREMENTS.SEE SHEET S2.1. n SALVAGE DOOR AND HINGES FOR REUSE SEE DOOR CONSUL TANTS vo I SCHEDULE. LE U ,4 r (10` REMOVE CARPET AND BASE THIS ROOM REMOVE ADHESIVE �, O AND:ACCESSORIES TO ALLOW FOR INSTALLATION OF NEW iii ( % I I I i C)%RPET. Q z i qczc REMOVE CARPET THIS ROOM.REMOVE ADHESIVE AND o J ! ACCAR SSO,•)ES TO ALLOW FOR INSTALLATION OF NEW z TILE AND BORDER AND BASE TO REMAIN. 1 I a I C12) DEMOLISH EXISTING ACT AND GYP WALL BOARD SOFFIT. jz uj Z 13 DEMOLISH EXISTING GYP WALL BOARD CEILING. I � Q I \..d I ! 1 � DEMOLISH EXISTING ACT TO ACCOMODATE NEW t A to; � IU .,,J,� � CONSTRUCTION WLL 0 i ice. 0 co cx h I : -_..I..•n+i},y..r+».;q_tiI.IwI._w.✓i(.,_ntL_.f.b_,}v1,wI a,,1?:+u9r;I.wi.'Rx:1PL,!Mi_ar 1.'.-1 n.i1.w r_!f„r W..'.t'i'v'(,'•I"L�r�,'Nt,tI'II Jl:'+,.iv,::�lx,l t I:t•.+r t-..,.,'t,^. t,�.1:"i')»'"""r-I!'-�!-l:i"�_'.^-1�:-,x--;!,0-..4r.^#r!"II-I,-I'!t„,'rI,.r—I, II'CI"!-!-{'-iC-�, �It tiI l I.!I•�IN_iti�I-'"I N'�N_te.'1aI,_r,I1_kI.M1_�I YI I_,MII..t♦�r_:n'�at1..m7-1..�-4r✓cI a„)q.I1:s-:-I -T"�wI;,-x},I,.I,I..I.._,.. I..1..,1...,Ir-,.,,-.,I.,-:..,.-.-.-.,,:__.,u.r... .n..•l:,._....I-n`_7...f,m,....,,:,.I r_"t^..l: ,..,....,- ,,,-.,.,.-, r__.iIr..._«.,,v.:_:,...e •r:tM,. `=1-5 j REM'OVC, E IT=EXISTING BUIL-DIN..G. SIGNAGE IGNAGE-CAUfLK WALL PENETRATIONS 'U, ,I^�,,1..d,:L:.;`.•.J- :. . C✓E UL _0*r_Qa N q0)104 LEGEND JJ-E.:C9._01 fJ_1t O_rMJ_.A_ M_W� PLCTION TO REMAIN.EX{STiNG CONST 10 CONSTRUCTION TO BE REMOVEDIDEMOISHED. COOUR INATE WITH AREAS OF NEW CONSTRUCTION. CR ) 4t Ju,. _.to 2-M.ys_W G1. PERMIT CENTER DEMO PLAN PROJECT 20331,_ 1- A1 2 i'i BIJP2004-00334 KEYPLAN 7 of 21L c ' 2 4 uj , t{CRI 3 d 10 If 12 13 4 i 1 17 110Mm+1 CM 20 21 22 2124 25 26 2 7 2e 28 7 LITY STRIP 1,40 77 3G l 11, .a , r y , Lan - .. �., cyw I„ r. PAUL L SOUNDY 1 0 t' , f Ir 'Oi� en > GENERAL NOTES I. PIAN N W_S St111Oe FRAMING ONLY UON WALL HNISHES •'E NOT ShOVM, 2. DOC Fu IIES ARE 5'FROM MEAREST ADJACENT A P'-R'-:NDIC:UW WALL LION • e 3 SEE w FOR STAICARD FIXTURE MOUNTING HEIGHTS,UON. l WORK AREA100 ARFALrmI mv two LJAJ LOAMY VESn+wE I /r. ! 1121 SW Sal" A Al :s- �-_J SUfae 100 116't .. ..._ . . .... ..� I _ , ---- - - - Penland. OR 97205 Tel 303.211.1111 �.�.------- - Fax. 03.221.1077 125 _r S ►1r AII q d �� ! _-r'� KEY NO TES d i 1 CARD READER SEE Sr+EE' E3-11E32 I I �� !I A�wru..r�ITt-i ex ISTtNG uUt.�K�N. C) EXISTING WINDOW TO RE"N PAINT INSIDE GLASS SURFACE BLACK SFE 01 A62 I EL=T P2 i C4 , M�.�SINK SEE Sh t�v f72 OPEN ,i S EXIS'1NG MEGtiIW t Ai DUCT TO REMAIN. A g iNSTALL SIB'GYP BW.D 0"JER NEW STRUCTURAL SHEATHING, r DEFIMLLATOR PATCH AND REPAIR AS REQUIRED TO AAATCh ADJACENT SURFA;E.. i GPENOFFI('£ C) EXISTING R"ACCESS LADDER CIONSULTANTS C9 1 tAo l I, A3 121B -A8.3 102 DOOR OPERATOR BUTTON. f!i S 121A NESTr ✓ I u PROVIDE Vi"OBSCURRING �LM TO +NSIDE GLASS i11yA . i 18 �i t7A i SURFACE,FULL HEIGHT OF WINDOW M � " ® PROVIDE NEW PLMti END PANE.A'DEMOLISHED CASEWORKuj I� cl LEGEND cc � w r r DQ8TING Ct7NSTRUCTICIN TO REt,MM. I L Y � � ' � STORAGE I t t� �� I �„� V ca � (� i ! ` fff�. NEW CC NSTRUCT1nN. `J i ?; !� d PARTIAL HEIGHT WALL LL xc — — — -- — ------ -- w. _ --=— _ ,ALS t � � j I I� Il lac ; sr ALM --tet I _�� _ �•.. l 111 I A �, _ X r , tip t.'E I 1a1 VESTx#JCE AFFk:,E CFFCEt�sccrdlwl� 105 .x_ I I I I 1 cp) • LQ+IT� 1°,lur►s?0011 . •,'7 r � N �ORAWN BY. AAJ A; ;1 C?. CITY HALL FLOOR PL�4d�11 PROJECT, 203341 pEfw A "4111 ofu f-1f�, RUP20(4-0(?3 34 - KEY PLAN 8 of A a *t tt nr r ♦armor ' ,i � ��<r�111�rMYlIM01a c. 1, .. r. •' '. 7"r..... N ;- ,•5S;•`�. ..a--. T5 a. ... -,,. .. ` A ANNE 4�V:..54 .. .. .. ... .,. ,:. ,�:c u�.� -. �, 'v o ri . .�., R i4 9 1 .F r: f-, � � d ,t ,,.�., .r .� .r .,.. ��,., ?�., i^ r, =3 { .h'��. I d , > t . d,.•e..:.. � ., i rp r frWYilu�r9W4'iha' .. R a4.r 1� rrr P4.r rr a II ,t I ! f 4y �tl !f , Y'IltlI 1 � ! ) c.,.11,t, �i I,r !d, , t j ! ,, >S i., : t•I. .. i ,t !', 4I' :i +, Irr 4� „ ,�4 R ov, 2 a d r f§ 7 e a tC I 1 t2 13 14 103 I� r3 1`9 20 $! y 2; s? 3 2A 25 2E3 27 ::t3 2ai iG I 4 'S J , ttr " rr ' w rr Hr:��ff+.d5 Fid r , C L ,NDY n 3 • P OF 0 . 11 GENERAL NOTES 1. PLAN WALLS SHM FRAMING ONLY UON.WALL FiNISHr EES— • � (AS ZARF NOT SH011l�ing r n 2 2. COOR FRAMES11Rk 5'FROM NEF:RES. ADJACENT • I 4_ PERPENOK.ULNR WALL VON. I I I ��!f- -- , _�`:�=-�' - •--�.��_�1 �,� ( ( ( 3. SEE As FOR 57111UARll F IX1 URE.MOUNTING HfiGH f S,UON. �. PR 84 �A I Al11 CONFERE X 175 I --- - I rm M rDFFK L I RK !I - I OPS► !' II I 'D ! -Asp , OFFS CONfERENf ! ti a F A ALIGN ! 1 I rn IiESTi&JLE 1 WaRK ria ttr E33 i� ! { 1111 SR'Snllnvn OFFICE 1 I II Suite 100 `'o I I ' -- f I -- - �-J 1 � Portland, OR 97105 �. � '- --- --- _ ---- - --�I -- --__._...__ _ __ _`- _----� .. i=�t•.�=� _- - �) TeL 503.221..;111 � A V I Fax. 503.221.1077 a / A EbA A 1 A I A �n i KEYNOTES 10 i A M 4'-0' CPT AE3.1 ....� 1 M i I n LOQBY I 1 CARD READER.SEE SHEET E3.?IE3.2 1�t f 74-4 h I i O ALIGN WALL W11"EXISTING MULLION. 152 I U EXISTING"NOUN TO REMAIN. PAINT INSIDE GLASS CONfEREAsCF - j SURFACE BLAOLSEE 61/A6.2 rsf AA ,,� ! ALEGN L__ MOP SINK SEESHEET P2 1 I � 05 EXISTING EXiS"PING IIfFChWV1CA1 DUCT TO REMAIN. 3'4r ty-or •8� INSTALL 5/8'GYPBOARD OVER NEW STRUCTURAL _- - - hew - -� 1 \ I I —■ ■� ..... aa. _ / I SHEATHING. owe DEFIBRILLATOR f5d - CP (3) PATCH AND W- MIR AS REQUIRED TO MATCH ADJACENT VAI,-�, I n n COPE I I i - SURFACE. i k_'M� �- n � i� `� 11 �' I OPEN I EXISTING ROOFIICCESS LADDER 6MCONSULTANIS, OFFICQE — !1a� DOOR OPERATOR E3UTTON. �, i� I I I AZ PROVIDE VISK)4013S'CURR!NG FILM TO INSIDE GLASS >iI —A8.3 (�b _/ SURFACE,FULLIEIGIHT OF WINDOW. AiBZ / * CPT 9 ` j OFFI�� I I �'`Us 12 PROVIDE NEIN FtNI Z`!D PANEL AT DEMOLISHED CASEiNORK. - �A I I { � cx 3 BREAK i.__'B i I p I �fs� �' ' I 1.57 ' LEGEND . w W Q OJ Q � C1 iIfl�Ll i � � ( �. F�Si1NU CONS RUCTIi)N 10 REMAIN, `� A3 f�i 132 A 186 i z �..� w I U m ac CONFERENCELL RENIC�E I -• I NEW CONSTRUCTION. I �ra. 157 -_ j 6 I Ti % PARTIAL HEIGHT WALL C,3 - - - - --- — — STORrtf�tE— -- _ — --- - — I Cil 1 CRir I I CPTAL CONC LO61'(8 ELEGJRi f 1E84 llea I VTaL TAGS `-' � V � � U Vs 189 AU(IN 9 PROJECT NAME i I i I I I I I l I , .J I` OL M N 0 P �R TE is�2004 DRAWN BY. DVLI C1. PERMIT CENTER FLOOR PLAN -SCAcE: t/r y r-Cr � QCT: 20Mi a Cirri /' QJ� A2s2 a Ifail nlvl 1.31is BUMNA-0334 . KEY PLAN C 1 rr AM��slwr INw M F Y a-, .:,• : ..:. +..., ... v.: y,: uNi-:k _•_,".. C k Yk2:,M11M^, 1 Y+ m .x. r x +n.,F.w -. 1'.'Unl Ja(i•qp.Yi,.M> tZpf .+_,.. �y :, .:. r+sx•tYsEeY.`., n r.. ._ ,., Tw.. .✓+ w. n ,,... ... ,. ...,. .: .- -.«:. J.. .. , x r }, A11 ....•,.. ..,., ..T !-wn..,.,, -r..,.. r., ....:.:,_.n .... : m w+.. r:...,v„i+n .-F•.,:a.aw m n qr<.v rn < ,..y.:v: ,.z7 T 1 ' ^R. Tkgyq '!Y .c. I , F7r411t11010� kta W,.,r -,d �y I.i f }.I b 11 .! r 1 I nt .. �'� 1 t I .III lIII til , rli .i JI , t I t r I i � s } r I I .! , III r,l,r tl f ►, I ,1. 1. ! E IE141. tl► f►}�111 . 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BOUNDY r"s^i �;.; 3 RN • { I, 3 �+ ti ty _l t b 1121 SW Salnkm Suite 100 Tel 503.22 1.1121 tiV Fax. 503.121.2077 KEY NOTES C1� RIX TOP HVAC UNIT. ❑ (2 , PRF.MANUFACTURED LADDER.SEE DETAIL C21A.3.1 VEFJFY ROOF ELEVATIONS. -! LL❑wJJ 03 EXISTING ROOF ACCESS ❑ ' O REMOVE CURS AND PAICH ROGF. ;J74 !'QEXTENT OF NEW ROOF 05 i A ._ _-_ __- �,_ ❑ WALK PAD. ❑ ri r /lam , A6.3 ❑ A CONSULTANTS �; I ❑ � 8.3� , 0.11 `i4 ❑ (g� 1 u / ! ❑ ❑ C) ' �� ❑ ❑ I CIM ALL I3i ' ❑❑❑o❑❑❑❑❑❑❑ ❑�]❑❑❑❑❑❑❑❑❑❑❑L�1❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑c pl) W � cr. Q CL KEY FLAN � � � Q . LU Ujati.) / �, j 0 cc LL '. J W cx Uj ko .,� o. r LU PROJECT NAME LADDER-SE f IN SEALANT _-- --- - -- - - -- - - NEW FLASHING (E)ROOFING __._.___..-�\'• (E)PAR/WE'T _ - 1r---- L _ / t_DATE: 1i jum 2004 Of .� L A3-1 OPAWN Br DIAJ ZOSa41 NEW AIX BLOCKING 1 SECURE TO DECK C1, PERMIT CENTER ROOF ps.o4,N C3. ROOF KIDDER C3. ROOF -_LADDER CONNECTION SCALE.- fAr n 1-+0' SCALE 1/2'- 1'•0' SCAIX a'= I-tr A3m J rtau htvu 1.11 Z.) BUP2004-00334 i 10 of 20. C 3 will r, ry LVOIN .ITY STRIP iM ! o r, mei _ .E 1E 9 2C 2I 22 23 2a ?9 2�? 3'd r° z � d - r 65, Q LIM HUNt 9 d i s ABT, , { I { ! 1 1 1 ! r i 1 %I t. 1 { � f I {I I I : I1+ , r a� P o*� r MY Q)?plh� 11*,a,' Y rfl 5 b --— - - ---- — __ CM I! i � � I 1 I P ' I GROMMET Luuj AM— i ___ ____ —.___�__—_.___.___.___..____--___ ___ _____.____ _____ _____ _-_ 1121 SWSobw MAIL L i (� Sidle 100 AS.2 Ae2 ` Portlmid OR 97203 Tel. 303.211.1111 . 1 � Frac 503.221.2077 � 1 I I • I' I I i A3 31M 828 �.�c B29 I I { 462 A62 Al AU I I i s 0 0+t \\ �! \ ► ! ! I ANOMM ----- -- i , Be 11 _ , 'l i ' ` BRACEJ I ! emsTyp -- I, /A� Q 6. C �- Il�r RUBBERnow" I BASE � �1 I u I Af CITY HALL DESK A2. PERMIT CENTER DESK SCALE: 1N's 1'4r SCALE. 114'= 1'-U' CONSUL TANTS fti Lki vJ Z _ B4 u A82 Qujcx _ uj � � Li c BRACE 0a C4 AA 4EQ A4 A161 i A6.2 -e•.i Bad. PERM1 T r CENTER WORK 171 -- 131D ALTERNATE NO. 3 @4. PERMIT CENTER WORK 170 � ui SQ'4LE: 1/4't* 1'0r SCALE. 114'= Y-Cr PROJECT NAME — - - - -- - LOCKERS L S+1 _ 21' �3 -- VEt�Y WOOD BENCH �4z I_aAr� 1a.�,.zoa __ L�' `__� pill ADJ 4'JACKSPiASti REFRIG J PRAWNaY QAJ e� OF01 I--_ PROJECT: 202249 IL lit 7 WALL BASE a_ CZ Li A6w I A>d2- Ad I ' Itdu alvu I Ir, +� C1'. WCHEN ELEVATION C2. LOCKER'S AT HALL 158 AIIP2004-003 4 SCALE: 1Ar+ 1 y r SCALE: 1/14*� 1,4r I I of 2%1 4 r �. ,.� ... ,. w_n._ +».t. .. ... ,..... ,.. .. .. _. ... ........_.. -. _. .. .. .... ,._... .. .. .._, ,.. .. .. ,.... .. de a '"+T , r,e agrr,. � -e. `Y�hv:�!,},r ..1 i.:::�_ -. ,_, x. ^r• ...m. ..,..•.-,..» .. ,_ ....�K„, ,�hp�.•r,•,-. LEOISItd4 Y STRIP ' � R � 3 4 ,� r� � c,� c5 I r�; I I 12 13 I,s F� 17' is 19 20 2 I e 2 2 3 2 4 `� > �E; 2 IOmMoI Cm �:. 01 ,s. y R�y 1V A a 1 t J ;! � M ', i t •,,,' r sf k ho ,177 A i ` , ♦... ..-. ..a._. ....- ,�.... _ .. ..: a .. �. ._ . Y PAUL I.23UNDY V!O E. ON OF WAt.l. ftYQWL) rYC�►►![� { w l rl I BACKSPLASH BACKSPLASH RETURN I / - ---� i 1 1 t7"UTA.WD WA,N06 ___ -PtAM n I -- — 1 !rz"DIA.WD 8Uf_LNOSF, - PLAM n P ( i — f Yf' ,--� rA2 �__ — _�—— -- �► of GROMMET .,� EXISTING h;Itdkca .Y � � _ �=_ -= �= ' --_.. �'�.NCN ::•�•� .._. `. ---CUNT STIFFENER - - _.�� _ 1 1R'DlA-WD BULLNOSE,TYP •"• I I TING EXI S 'CONSTRUCTION i ' 1111 S W Salmon 1 R_E FILE Suite 100 FILE F ► _ ___ _.__— _ v ,� 'f� RUBBER BAC ' ~ ` ' - RUBBER BASE Portland, OR 971015 _J Tel. 503.221.1121 4 Fax 503.211.2077 3.1" -RUBBER BASE • 3" - RUBBERBASE A Al. CASEWORK SECTION A2. CASEWORK SECTION A3. CASEWORK SECT/ON _ A4.CASEV�►ORK SECTION gr,A... .1 �• SCALE: 1"_1'-U" SCAM: 1"=1'-0" SCALE. 171'7)" A 1 1 10 DIA 4'. ?iUI_I NOSE,TYP IL ,•I � EXISTING CONSTRUCTION TI �i t--.ADJ SHELVES(2) CONSULTANTS 1 112'01A,WD BULLNOSE,TYP i r' �; •, t PLAMI ON SUBSTRATE _ EA SIDE AT B2A1 ONLY --- .- PAINT:NSID 'GLASS`aURFACE BLACK { { DRAWER t,,►.._ ....__. _.... ;�.. '. --BATT INSULATION •- T I r -- - - '"c "►�'r r-YvrT -- '� .d ; __- Vr --,_--_ 1 lr2'DIA,WD BULLNOSE,TYP j', rq m4rcxt,G I,-e:' • INSET MTL STUD WITHIN EXISTING I � — L1t' t c•~ Nyvtjiiir WINDOW FRAME -- _ I �� o -STS BRACE -Al - --------- = -=_�_ grit,.-......._.._...__.__ .._. . I I' •- A6.3 � -- -- GYP BD,INSTALL FLUSH WITH 11 ADJACENT EXISTING SURFACE �++°'��' ___ a EAS(TTNG WINDOW FRAME (� r� STL BRACE Al Uj O Uj V J A8.3 � � � c :r I B4. TYPICAL UPPER CABINET U. B1. �IVi4LL AT EXISTING GLAZING sc:AL.E: 1"=,'-0• � � � 4 w SCALE. 1'-1'-0' RUBBER BASE -RUBBER BASE �: � --RUBBER BASE � Q 11i' .. .s MINIMA V t�•- A 1/A2 8 B2. PERMIT DESK SECTION � Z _ _-- -- SCALE: 8 � -- ADJ Sf IELVES Pt20JECT NAME L_ ,Ifsrw I -- ?-n' - �'°• RACKSPLASH RETURN j - - - - _ 1 112'DIA.WD BULLNOSE, TYP , �,M��t�,n if"�k a a.�:.: �! �,,�,, „•r- � -- I — UFiAWER- RA L_u�TE:� 1a.ten.2oa►� SlNK __. ADJUSTABLE SHELF LMAWNBY�_____ DAJ I SINi: P O RCT.• 20.3341 RU88ER BASF RUBBER BASE' -- RUBBER RASE RUBBER�E - -� t' 3 A6. 2 su1-0 ��• f I 1 131 VU I.1ILJ 1111P2004-00.1.14 Y - A 12 of�,,. : . Cl. WORK 17'l BIC) ALTERNrATE rv3 C2. TYPICAL LOWER CABINET C3. LOWER CAa NEE VII rH SIAIK C4. i�ESTROC?IVI CC)UN �"�:R' I*cV-1)• SCALE. 1"-1'(r SC: LE: ',.._1'n' `,(,'A[F NIS «, G I 2 3 4 .:u�F.tY+A�!� ... ,,..,,,�,�r,,+n�lerr+w,�e,....,.. .._„t„ w.r.. u. r �.- a a s �.aov, -. . .. .... _. :.., .... -•w, .*ervh•�!•'ti I I I .....R.�. - .. .. ... r.i I r!I' I li .,, .'.. :,.tr .r. I r .. .: r "`. ��', �f�psi�P,Fr'ViR^ �1M.M+�,,.� ,.., .^Y,r....f .schc'S'<'Y-r. .'',,: , ''r: --'. .,• ,. .. • i t I ( I II f 1.d ,, 111 ( Illi it I II., , I{;I Irl+ll! :I�li,l 1111 i,. llllil '!II' 1. L,EC�6I;'liLITY STRIP cm I I I j I f Isr'i11I I Illiti I'II Iiit Iul,ll + II `� 4 + 3 4 � � � I � I I r � I � � I I I � II�IIII{ III(il {; li rl .11II1M 1, 11' 'Il4ti11 I r w O I I I I p 2 I �� ,f 14 I I a r. b , f�mm.lcre ti - b fa? $Q � c',. _3 �_�S i 2f; r 21? e'9 3b : • olr r i 1► ri 0Lp r � t • i I !1 r _ uyi r• +yj r, M n ,f K _ i wlt I ! ., POOP .............N__1' • `tD AR(i PAUI. OUtdD�r R. GON --------1/4'STL GUSSET BOLTED TO DBI STUDS I `' 114'HOLES SCREW ATTACH SIE �- COUNTERTOP FSI-API' ' �. i ? 1S Q 3" I T \ ALIGN DOOR/REVEAL NOTE:PROVIDE SUPPORTS WITH EXISTING REVEAL EXISTING REVEAL AT 41°O.C.MAX SPACING i •O U.O.N.ON PLANS 'B3 -- 3/g'ROUND X3 LAG BULTs 11.1 SW Salmon INTO WD BLOCKING INSIDE I i EXISTING 2' • BLOCKING � � � --��-- / Suite 1110 WALLSE)08T11� I TILE BASE _ _- Portland, OR X97205 b• rel. 503.221.1111 1 Fax. 503.221.2077 ADJ SHELF r' A1. COUNTER' SUPPORT Aly PLAN DETAIL Al TOW HALL ELEVATION SCALE NTS SCALE: 1'=1'-0" SCALE: 1w"= 1.3' i EXISTING ROOF ME ABRANE I A NEIN FLASHING HEAT WELD TO NEW ANIS EXISTING MEMBRANE OVEN OFOI TERMlNA'flON tAF, - 1 " � —` - —. I I EXISTING MUt l lON ADJ$NEEP i /—NEOPRENE GASKET _.. . ...... _ .,.. .�.. I EkISTING WSULATION HM FRAME I� -- -ACOUSTICAL SEALANT _ ........... CON'SULTANlJ OVEN OF01 NEW ROOF MEMBRANE,LAP ` `LJ UNDER EXISTING ROOF NEWWALL MEMBRANE AT TOP OF WALL --�'� %}-C_�`'y- C� ...........................................:I Q� Q r ADJ SHELF (,r EXIS.ING ROOF ST rUCTURE _ — T LLI TRIM REVEAL � � � - RUBBER BASE � TOWN HALL SIDE L- EXISTING INSULATION : % v . (r. ! 1 � C) E'• ROOF DE.:TAIL ~. X32. PLAN DETAIL X33. DOOR HEADIJAMB DETAIL B4. KITCHEN OVEN CASEWORK SECTION RCAL.E. 3'=1'-0" ---' SCALE: 3'=1'-0' SCALE: :3"=1'-0' SCALE: 1'=1'J" Z MEW MECHANICAL UNIT CURB AND FLASHING ,i'OdLE�'ACCESSORIES -{E)PLYWOOD SIDING C to\\ 11h) TOILET PAPER!TOILET SEAT DISPENSER � `-J�` �' -SANITARY NAPKIN DISPOSAL. L PROJECT NAME -- GAL.V COUNTERFLASHING I I A I \\ ,� SEALANT Za 2b� TOILET PAPER J TOILET SFA-1 DISPENSER. I 1--- NEW BASE FLA ONG `. _ _-_--('^BULK FAS11rNER HEAll OR PAPER TOWFI.DISPENSER. CONANUR OVER CURB LISE NEOPRENE OR EPDM ! I — NEAT SEAL TO(E)ROOF WASHER RELITE AND C) SANITARY NAPKIN DISPENSER. S VV x-0• 1=1'_ I A3A 5/g' STOP®SIM1 35@ 5b I �CLE/l� 9 lYP r 1 � i�!� l fASTEN AT 12"O.C. ___ � — ' 5EJ4LAFlTI -r 36'GRAB BAR.47`GRAB BAR ` \ 1� I 4 --� `B� MIRROR 24'X 36"(4 TOTAL) 1 lb ! ' ---BONDING,ADHE�iNE % - , I'R�A J I f _ - SINGLE PLY MEMBRANE L ^�� NT 5� Uj EXTENT OF TILE x -------HOT4UR WELDWA WAINSCOT TO 4f!'A- y� FASTEN INTO wood `� I x.� x-r x-r r� BLOCKINGAl Bt _ y- ' HM FRAME � ►111.. M PROJECT: 20J�41 — - ` �______ EXISTING CONSTRUCTION f (E)ROOF,tNSUI.AT�I -----� ,,. ._ _ - ---_ GYP BOAPD � a NEW WOM STRUCTURE --___% '� EXISToNG ROOF INSULATION i C4_ ENLARGED RESTROOM PLAN A6a3 C1. MECHANICAL CUR!! C2. ROOF DETAIL, C3. TYPICAL DOOR FRAME HEADIJAM'E3 -- ".. :KALE: 1/4"r 1'•0" f1H11 11IVU 1 t I GJ SCALE: 3•+�tW 9CAL.E: 3"'1,4r SCALE: 3 -1'-0' Bl.TP2004-00334 !e 13ofA c . .. ._ c � 1 II� 2 � a M awwr� ur�.wrs�. r / a; �IMdW}#�_. +s+tPrf".I.F.W +eMWkr.N1F2..t9"M'•,.irt t, s.a_. +w ..n �" _ Z ^tt^h '7rA.: .... ♦7".. r ,....,.. .. ^'!R'^' .-.. rw n,.^ ."^'n" 'fv!.:Marv:(!' M�?'k:.;. �„•. s n. 1 -� 4 5 ? ! 12 13 H ib 17 Is ^_C e 2t ?a r 1 a 2f r e8 r'8 8 y v . t H 0� i - ! . .. r ,_r o,..-- ?1 .,,J - .rr. ,•. n, ,: _ ,.. i. .-._ w 6 y;J... l tr: Ar ,r r,�.: Zy: .;i.. ,M ,.:: ., -til. .Y .. ... _ .- i .,•fF1... , j., '.; :... .. T,R... ... r ARC PAUL 1 !i0 DY P 0, �4t } x , s GENERAL NOTES L EXISTING F!X(TURFS ARF SHOWN FOR REFERENCE ONI_`f- SFE MECHANOCAL ELECTRICAL AND SPRINKLER y , DRAWINGS FOR D,iL CEILING FIXTURES& TYPES. I I !LTJ - � ____w _ 2 LIGHT FIXTURES ARE SHOWN FOR REFERENCE ONLY. C3 ) ' _ -, - _...,.- - �__-�- e_ ' _. __- ___ __ _ ' - SEE E2 11F1.2 FOR FIXTURE PLACEMENT. •.. I WORK ARF1 � ( I I WORK AREA 3. CEELING HEIGHTS ARE T-47 UON.LOW MY •� t: o { � n o C4 1121 SWSalmon Suite 100 1ww _j- "' -j ' '�1 1 I Portland, OR 97205 Tel. 503.22.1.1121 b _ � I t Fax. 303.221.2077 El, K EYNOTES 1 CC()RDINATE DEMOLITION AND PATCH OF GYPSUM BD WTfH �- �-- STRUCTURAL REQUIREMENTS.SEE SHEET S3.1. 2 REMOVE AND CUT EXISTING GRIDS AND PANELS TO G `= _ - -- - - -�-- -=---� I ! I j - ACCOMODATE NEW WALL INSTALL NEW PERIMETER TRIM TO — —�_ . .`-��L•_ :�;� ! i• T _ :I:" a i�iii r:—=--:� ' MATCH EXISTING. C REPAiR/REPIACE GRID A.ND PANELS AT DEMOLISHED WALL A ------- - - I �� ;r --'I � - _-- _ .- _-�- - I{ li-! 4 LOWER/W-LOCATE EXISTING SPRINKLER HEADS. VERIFY CEILING HE•GHT AFTER DEMOLITION OF EXISTING } - r'r_ ,rte_ •'_� -- --- - - -'-} -�+ _C - - - ' - : :==-�-=----� _ �- --------r- I (J CEILING. WOM 71i L�`—�'�1'.____ T_•—__�� — _ __—_ __�—____--__ — _ , CI~ERS I 1612 I CONSUL TANTS --- rill' . / I �� EXJSTING GELNG GRID.ACT AND LIGHT FRES TO J FIXTURES J _- -�--^ �- •- If i _--_. --� -��_� !---� _ �►f`;� �'r, T)A't",EILING GRID,ACT AND UC:tfT FIXTURES NONRATED GYP BD SOFFIT OR NONRATED ONE LNYER GYP. iD.SUSPENDED CEILING SYSTEM. I [• _5�. •—_Imo—'�___ I_ M 1 --j i- -- -- r.�- - - - --- I I- .. -{--i �. _ I�-._�� - - - M -__ ��_�Z� i___ _�` li «� Ir 1 ( cc DUGHT FIXTUREC2ECESSE STORAGE I _ - - X I �j -- _ - `._ _ �- —•C � I� » RECESSED LIGHT FITURF-WAWAS — .j d 4•.1 LLI I! , iJ IIS 1 r _— �11w Cc - - -- =- - F1f vu qk (D Fi 0 Fit iFjt PR(.>JFC 1 NAME a I I I I I I >a Al C ) op N C1. CITY HALL-REFLECTED CEILING PLAN SCAL.F,.• lAr• 1'4' CHECK, po DRAWN BY.• PROJEC T' 203341 t t i /�j�y + t, Wt jrt: Gtfbd jr: {XIII Pf'f�l 7ol Mu! bivu 1 J I G.) I D11P2.004-00334 KEY PLAN 14 of 21L � 2 *m/*Ir.seo/uet r as •,� � Ji• .r ' r WtRI 1 fiv,;: +rrorri v. .;.,r- , :. , a ,•:,.. „ , .. _w ....:.:, i TPh4' ,.. .. .:.. .. .•. ...s-,. r .. .. � .,. ,: i.. ', i:. d. , :b:, ,.-•o -,,. rr: •w nr',. .nr'sr.rnaw.c....y .,n..,,r¢r.. aw-...:.... "P,_ - ,..., :.., ,....:_ ra-..u7 T...a . r. ,c. ,d.�-_.. �+ ., a E e .. .t •a r s +xtr .�', yy:,.F .,., e..,., ,a7.,-fir•?. ,r�: ... x61.„.. tire. 1:. ,, en,,._ ,. •n :: ..��I�� ;aF .._':. a. ....... 1 - t r - ... Mb, .MAA,ted.... � ,?,•.. 'T�Ffa' .,..,•»' a.x. _ .. ,; '. ,. ,. • :. .fi1:�4+k�q �,:. r�: � ' 7P159 �q,`r .. ... .. ..., _... (.1;. LIECIM ILMY STRIFE nro0. cm t 2 5 fs l 8 {0 r t;x to 1e ?9 20 211 22 23 24 25 26 2 7 2e 29 :30 , m 0)m? Y t he. , y I y 9 a:,.. .• , ,. .... „ �� :,�. ,. .. IIKI'e;�+Mr�4!!RIM^ ��+ c'�P��!� AGkkA � ..Av "tx 4 � fi p.r AR E� I Ulu 1. UUIJDY F Fi i JN c' OF a GENERAL NOTES 1. EXISTM FIXTURES ARE SHOWN FOR REFERENCE ONLY. EXISTING SOFFIT SEE MECHANICAL, ELECTRICAL AND SPRih;::_ER n ! DRAWINGS FOR ALL CEILING FlX[UIIES S TYPES. 4• 2. LIGH1 FIXTURES AF'E SHOWN FOR REFERENCE ONLY. SEE E211E2.2 FOR FIXTURE PlA(:EIfAENi. 1 I, 3. CEILING HEIGHTS ARE 9'-0"00N. '► TYPICAL CEILING ! 4. _ET A7 3 F O ' rp I UETAIS AND NOIIES.F — i P FEREM 170 1 _ op N — _— ,� I o I <_ir-o' ► � t o o I 1121 SW Salmon i r_ ,1 I _ v4 - - _ C� i j I I Suite TDO 4 O _.f o O o 1 , ! r I _ _._ _ _ _ ___ _�__T_ , f,+.. - _-- _ - O_ o � O Porn== OR 9??05 _�__ __ - — --- --- - -- _ . _ :. -r _-- -- _ F•ax. 503.111.1017 � - -- I Tel, 503.221.1121 - • � 1 I t I r NG' A7J3 :O_ I �- g sIT - — f r A � •• •o :� ----gib •, o•� .'o ,. ,I, t _ .. ----�------`rte-- -____—u—.--- . . _ _ -- - ' __.__ — - _• _ - — — __. - — — — - — _- — — - ------ -•---- --_�- -- I - y �' f.o 11 :(� i _ F — — - �I I " s •• I� I ! LEGEND CONSULTANTS • I I ! F B7 I (—`" F_XISTI G CEILING GRID,ACT AND LIGhT FIXTURES TO ,s� I Q l I j _ I J L[L 2'X4'C8LING GRID.ACT AND LIGHT FIXTURES- ^ .,,J i ,. .. O i - of`t tCE 4 I �r CL .• �_—. �_ �__ � __ ___ _�______L y_ �:7 f - - r— _.____ ___ NONRATED GYP BD SOFFIT OR NONRATED ONE LAYER GYP i `! . • . ____=:_.- I- ( .•"� 4D.SiY4PENDED CEILING SYSTfM. OFFICE • ... _ I , `i 7` I ; ; NEAA t' �� 1 I 0 RECESSED LIGHT FIXTURE ! RECESSED LIGHT FIXTURE WALL WASH W 1 ! h9 LL � LU ! f' -� - - I t� m � t� I a o Uj _ a — -- � '� - -_ — — _ ul 717 L C� 1� �! ' @!0 ALTERNATE 11NSTALI_CEILING GRfl3 U n! VOL jr - a — AND TILE AS INDICATED IN OPEN OFFICE _ ( I 160 AND 167. �..: alai l ,IAN I �=� I SET OTTOM OF CEILING 8"BELOW f l HO IOM F DURLINS-MATCH SLOPE OF I �• I l ' _.---.... I ( -�..--�_ _.-•c I STRUCTURE. i I J L� _•._11 _� - — - - — ---- - /8 I EC T NAME I t DATE. 18 Jyno 2004 Pi (_URA_WN BYE ONJ Cl. PERMIT CENTER REFLECTED? CEILING PLAN , SCALE: Iff i'-0" WORCT:' 203341 A7a clry HALL i'� ■ 2 Hall Blvd 11125 BBI P2004-00134 KED Y PLAN 15 of 4. w+w•.w r.aw+nw . tawwiI , ,_ - -»..,. ... , ^Rv . . �M.+1WRr•• +r+oernq� +auccwm4a�+•�c °'.., •• rtpe�,mwwni+ -,.,,........ _. ,.. .:_ ,..,« _ .. _ „ - . .•_ -� i-. t ,• ., k�S+4edh4S�Q+ MhY�F+Mb�IN�' r.�`�.'� '' 9:.�'e....��''r`N k!"�'9 .7fi71?'Ilk- w.•.. #r'!�:'M..:` �+A6�',9`�'' r�+.�.','/;<'.r l .41 `I,IIIG,jfl},,III! (j? lt.l,t?Ifll?}li( ! f!. t 'nit+' ?ii! Ilir +1 li fl'i a 1'•ff ,. �:.m I "I I +� � 1,1 4 (I I ., !. r I[li',h, il! ,0 1, 11 ,, tiff. •+•, i ' ! a LEQIBILITY STRIP I €� 1 2_� ' 1 rQ ' r"} 3 4 5 E � � tG !Q I I 12 1= I A 16 ts' c i7 _c. _ _ b 2e r 4? ,y I t lii r f e + 1 1 i i 1 I! t .......f 4 AEO'nOtA&NANGE.R5 ALL MEMBERS ---_-- BLDG STRUCT UL f J1VJY W1 IN 8'OF PERIMETr-12 - 7CCHJNTERSLOP'£i ANGERS IF � 1R'SEISMIC iOiflT / PLUMB HAN 1'6 Oi1T OF f' t�fi.I�{ ,Qf�E�,a(JN PERMAFTER WALLS TRAPEZE HANGER WIRES MARK RUNNERS W1#12 WIRE$ OTHER TO STRUCT 0 4'-0'O.C. / LG.OBSTRUCTIONS /� OF ✓ �` AA 6 r-0' rim o. Mi MA 4r }- \ \Lo 174r O.C. lYP r, PROVIDE(2)SLACK WIRES TO EA.FUTURE PROVIDE �. POSITIVE CUP FROM FixTllRL• 'rc MAIN RUNNERS DETAIL KEYNOTES LATERAL aRAcik SYSTEM a ixa FIXTURE WEIGHT NOT TO j ,— ^� �'\`' t COMPRESSION STRUT O.C.EA WAY. BEGIN BRAC*kG Wil HIN EXCEED 56 LBS, TYP 1'L ® 1?-0'OC F-W OF PERIMETER&r FROM CROSS MEMBER. BRACING SYSTF.44 - MAIN RUNNEk W1#12 WIRES \ 3 VE�1CJ11 NANGER WIRE INCLUDES COMPRESSK'"STRUT WI TO STRUCT 0 4'-T O.C. TYP �— BRACING (1)HANGER WIRE TH(•U CTR$(4) ® -0 PLAY WIRE WIRES SPLAYED IN(4) I -- CROSS RUNNERS FIT DIRECTIONS®45' MAX �J BETWEEN%"RUNNERS 1121 0 ktl�ton Suite 1100 Portland OR 97205 �• Al SEISMIC CEILING ASSEMBLY A4. CEILING GRID T•el. 503.221.1121 SCALE 1 1/7- 0 SSE I >r2':i'.(r Far. 503.111.2077 4 A I BOTTOM OF FLOOR Oft ROOF CEILING ASSEMBLY I � A / I METAL CHANNE'G,S 45Y�(I1AX ; @16-OC ' I � SAG WX to MINIMUM(3)rJRNS OF WIRE:AT CEILING r \\ \ SUSPENSION MEMBEui R .,.,.. ... . CEILING SYSTEM / / \� AND SUPPORT ABOVE('YP) i cr \.� c� oc Q ---- GYPSUM BOARD SOFFIT uj a I —---FACE OF WALL WHERE W Lu SEE RCP FOR DIS! OCCURS � � ILL ca fx azlqcl ,B3„ . TYPICAL SOFFIT B4. CEILING GRID BRACImmm�NG , � :z CX � SCALE: 1 112`=t'-T SCALE: 111T=1*-O' UJ " -- C� F t s DEFLECTION HEAD PROACT NAME �• I AVOUS.ICAL SEALANT I - --_ 3 1r MTL. STUDS INSTALL GYPSUM BD AROUND oI ( --� ------- IST TYP -/ I •, 51'8GYP BD. OPEN-WEB JO � � I ' i �IL CEILING MFR.. ANGLE BY I EXISTING OPEN-IMS JOIST ATE: 18 ANN 20011 ACOUSTICAL SEALANT L DRAWN Or dy ALIGN W/FACE OF SEE PIANS FOR PROAECT 203IM1 . WALL BEYOND � u��, I wAtIiACI Cid ANO . C2. CEIL�IHC DETAL C4. GYPSUM BOARD SOFFIT A T A A703 scxE � ,-� V( Flnii Blvd 13125 ' Cat,P200A-001!34 I R 16 u ,. Cigg fj .,po4 uri sew. . M& 1•v1,2,1V'j,INfi/. .MlpgpRi^1bAPIRk , 'aMweww,+mw,,,.nw«ww.wn++n"a'YIl4 .. ... ... �Alrv*"R '°'n-ww.x►.n -..,y.aryp.-.... .. _.., .:._.,... r..-.. .,.. ,. - . .__ , ...,., .. ,_.:.,. .. .-. —y'- ... ^. :. 1 14 1 F 1 8 2 1 e . .' � � .O ' 1 !2 3 I ? �9 20 2 2 .e 3 2 d ,�'.-, 26 :a" 28 29 30 ,1 ,11 i _. § l Tp r t ,� 9M1fM �y Til. L 9'TA�T�C t N �l�l 01017y- r 7169 L G� ABBREVIATIONS �TR " T _ 1L� EXPIRATION DATE: 6--i0- A.B. ANCHOR BOLT R PLAlt ARCH. ARCHITECTURAL PL PLATE GENERAL P.P. PARTIAL PENETRATION B.F, BRACED FRAME P.T, POST--TENSIONED (AT CONCRETE) 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1598 "OREGON B.O. BOTTOM OF P.T. PRESSURE TREATED (AT WOOD) STRUCTURAL SPECIALTY CODE" (1998 OSSC), AS A MINIMUM STANDARD OF PERFORMANCE. BOT. BOTTOM P/T POST-TENSIONED 2. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE BRG. BEARING STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY B.S. BOTH SIDES REINF. REINFORCED DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING CONSTRUCTION. BTWN. BETWEEN REINFORCING 3. CHE CONTRACTOR SHALL COORDINATE ALL. BRICK VENEER, OPENINGS, SLEEVES, INSERTS, REINFORCEMENT DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQJIPMENT WITH ALL OTHER DRAWINGS, CL CENTERLINE 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO CMU CONCRETE MASONRY UNIT S.A.D. SEE ARCHITECTURAL DRAWINGS NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED. THE CONTRACTOR CUL, COLUMN SCHED. SCHEDULE SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO !PROTECT THE STRUCTURE, WORKMEN CONC. CONCRETE SECT, SECTION AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL. ENGAGE, AT HIS OWN EXPENSE, -• CONN CONNECTION SIM. SIMILAR QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND To wSPECT CONST. CONSTRUCTION SO. SQUARE CONT, CONTINUOUS SPECS. SPECIFICATIONS SAME AT JQBSITE. � CSK COUNTERSINK STD. STANDARD C.P. COMPLETE PENETRATION STGD. STAGGERED DESIQN LOADS C.I.P. CAST IN PLACE STIFF, STIFFENER SYMM, SYMMETRICAL 1. ROOF LIVE LOAD - 25 PSF DET. DETAIL 2. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC DIA. DIAMETER T'&B TOP AND BOTTOM 3. UBC SEISMIC ZONE 3 DIM. DIMENSION T.O.C. TOP OF CONk:RETE 4. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING DWG. DRAWING TYP. TYPICAL SYSTEMS OF THE EXISTING STRUCTURES. THE 1998 OREGON STRUCTURAL SPECIALTY I H.I SW Salmon DO DITTO (SAME) T.0. TOP OF CODE WAS USED AS A GUIDE FOR THIS WORK, COMPLETE CONFORMANCE TO THE CGDE IS NOT INTENDED. T.O.S. TOP OF STEEL Suite 100 EA. EACH T.0.S. TOP OF SLAB (AT CONCRETE) STRUCTURAL ENGINEER'S SPECIAL IN iPECTiON.PR CRAM Portland, OR 91205 E.F. EACH FACE T.O.W. TOP OF WALL ' Tel. 503.221.1124' EL. ELEVATION D E.N. EDGE NAILING U.O.N. UNLESS OTHERWISE NOTED GENERAL Fax 50321211011 E.S. EACH SIDEn • E.F. EACH FACE VERT. VERTICAL t SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL E.W. -EACH WAY V 1.F. •VERIFY IN FIELD SPECIALTY CODE (u�SSC). EXT. EXTERIOR 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE z W.P. WORK POINT COMPETENCE, TO THE SATISFACPDN OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE EXIST. EXISTING W.S. WELDED STUD PARTICULAR TIPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. Q H W.W.F. WELDED WIRE FABRIC 3. DUTIES OF THE SPECIAL INSPECTCR INCLUDE BUT ARE NOT LIMITED TO: Uj FIN. PLR. FINISH FLOORA. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE � w o or)� F.G,C. FACE OF CON��RETE LOCAL JURISDICTION. a y�� o F.S. FAR SIDE B. THE SPECIAL INSPECTOR SHALL_ C'BSERVE THE WORK FOR CONFORMANCE WI 7H THE � W V, n n FTG, FOOTING APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO 9 s �trN wo F.W. FILLET WELD THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF Q F.P, FULL_ PENETRATION UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. Q U ry r C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION PEPORTS FOR EACH INSPECTION GA. GAUGE TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (0"iHER 3. v o GALV. GALVANIZED DESIGNATE,_) PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE V)Q. G.L. GRID LINE CONSTRUCTION MEETING. D. THE SPECIAL_ INSPECTOR SHALT_ SUBMIT A FINAL REPORT STATING WHETHER THE WORK " H.D. HOLD DOWN REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL. INSPECTOR'S HOR;Z. HORIZONTAL KNOWLEDGE, IS IN CONFORMANCE WITH THE APPRCVED CONSTRUCTION DOCUMENT'S S `� H.S,B. HIGH STRENGTH BOLTS AND THE APPLICABLE WORKMANSHIP PREVISIONS OF THE OSSC. 1.D. INSIDE DIAMETER 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: 6= CONSULTANTS INT. INTERIOR A NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. LLH LONG LEG HORIZONTAL B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED LLV LONG LEG VERTICAL UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. MAX, MAXIMUM C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION M.B. MACHINE BOLT DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. ',j MECH. MECHANICAL D, MAINTAIN AT THE JOESITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL rV M!N. MINIMUM INSPECTOR. MISC MISCELLANEOUS 6. DEFINITIONS I e� cn MPCW METAL PLATE CONNECTED WOOD A, PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME V INTERVALS NECESSARY TO CO!VEIRM THAT THE WORK REQUIRING SPECIAL INSPECTION �► Uj` N.I.C. NOT IN CONTRACT IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. ~ No. NUMBER 7. TYPES OF WORK THAT REQUIRE SPECIAL INSOECTIONy z 0 N.S. NEAR SIDE 1, ADHESIVE AN,;HOR INSTALLATION PER ICBO EVALUATION REPORT OR EQUIVALENT - CONTINUOUS � Z Q Z„ N.T.S. NOT TO SCALE (N) NEW 0.C. ON CENTER FRAMING �1MBER F`- ct 0 0.D. OUTSIDE DIAMETER 1. FRAMING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE UL 0.H. OPPOSITE HAND �.� m OPNG. OPENING MEMBER VALUES. �.� 2x4 STUDS P.D.F. POWER DRIVEN FASTENERS (NON BEARING PARTITIONS) -------------- CONST. GRADE, D.I'IR/LARCH, S.DRY, Fb=1000 � � cn � v STRUCTURAL. LIGHT FRAMING - ------ ---------NG. 2, U.FIR/LARCH, S.DRY, Fb=875 „J STRUCTURAL JOISTS & PLANKS „" .4 C4 P: (INCLUDES 2x6 & 2x8 STJDS) ------------ NO. 2, D.FIR/LARCH. S DR'S', Fb=875 V Iq � F•. 4x & 3x MEMBERS --------------------- NO. 1, D.FIR/LARCH, S.GRN, Fb=1000 POSTS & TIMBERS •------ --------------�---- NO. 1, D.FIR/LARCH, S.GRN, Fb=1200 4x & 3X MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE AND SELECTED FOR APPEARANCE I �. 3. PLYWOOD SHEATHING A. GRADES - 1. WALLS -- 1/2 "C-D" STRUCTURAL 1, INDEX 32/16, INTEPIOP, APA WITH EXTERIOR GLUE B. NAILING REQUIREMENTS 1. NAIL SIZE -- USE: 0.145 X 2 1/4" GUN NAIL 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS c. PANEL EDGES -------- 6" O/C SHEET TITLE b. INTERIOR BEARINGS - 12" 0/C - WALLS c. GLUE LAP' BEAMS, SHEAR COLLECTORS & ETC - --- 6" O/C 3. PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. 4. SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. I--- -- - - 4. JOIST HANGERS AND FRAMING CONNECTORS DETAILS ARE SHOWN WITH SIMP�ON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICBO RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBO APPROVED LOADS. THE MAXIMUM GAP BETWEEN �--- -• END OF JOIST AND SUPPORTING BEAM SHALL BE 1/4". SUBSTITUTIONS MUSS' BE APPROVED BY THE .ARCHITECT AND HAVE ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE" CONNECTORS. (---- --- NOTCHING ARD QR11sLLN. AMI MMBMS �- THE CONTRACTOR IS CAU'CIONED ABOUT DRILLIN3 AND NOTCHING OF STUDS, PLATES, JOIST AND OTHER FRAMING MEMBERS. THE FOLLOWING SHOULD BE USED AS A GU!DE: - 1. CONTRACTOR IS CAUTIONED NOT TO DRILL OR NOTCH MEMBERS WHICH HAVE SPECIFIC DETAILS FOR DA SPLICING BUTT JOINTS, SUCH AS TOP PLATES, LEDGERS, ETC. CONTRACTOR SHALL CONSULT -r-�--- WITH ENGINEER FIRST. PERiYa'IT SET 2. CONTRACTOR SHALL CONSULT WITH ENGINEER BEFORE NOTCHING OR DRILLING ANY BEAMS, PURLINS, .JOISTS, COLUMNS OR EITHER FRAMING MEMBERS. � CHECK, QLO 3. DRILLING AND NOTCHING OF WOOD STUDS.N DRAWN0Y.' 80H A. NOTCHING OF STUDS SHALL BE WITHI2'-6" FROM THE EIJUS OF THE STUDS, BUT NO CLOSER THAN 1'-0" OF THE ENDS. MAXIMUM DEPTH OF NO'iCH SHOULD FSE ONE INCH 0"). NO NOTCHING IN THE MIDDLE PORTION OF THE STUD LENGTH, B. DRII.'.ING IS PERMITTED ANYWHERE ALONG THE LENGTH OF THE STUD. `'AXIMU41 HOLE PROJECT: 303941 DIAMETER 1/4 TIMES THE STUD SIZE AND THE EDGE OF THE HOLE 3HALt_ BE AT LEAST ONE AND ONE-CALF INC HE i 0 1/2") rROM THE FACE OF THE STUD. DRILLED HOLE'S SHALT. BE �.' r'ACEO .AT LEAST SIX INCHES (6") APART AND AT LEAST SIX INCHES (6") FROM ANY KNOT , , h 11,111 Blvd 13125 B TP2004-(x)334 17 of 21p , Y :. ....�• '►...w-.:...•nr-w� ^•'Tf1A.Wfr. ! sw+.....rn wr.sr.n...ww - r �• IWV .. ,Y,YI' nAM!P +M»wrt.xlM.r:"trtnn.rvM :,•:•.e: n,....... .... ... ....... .:...... :.. :....:. .. :,w. � .. ,.' ✓� ::... �...., WMA lY/P'tw fFb. SW'•IRI1nYhlYyrtM' ^Mi : .��, '.MY4M1L u!1' .:. .GgN�,M MMtl'eR•r•.fif'..di..ake'. r.'•.:T'� '�' Y"' .t�''J�, . �� . ' R ria w.+ •ra"` .II. LEII-01TY BTI fl ? 4 " F t3 ' I00wr.1 32 P m 2f..3l.l i .?.e1,41; ,I1 ,tl2. 29 3i' r< •.Ij + r I r,I 01 �,,y ��.,,�°yy r,ds. �..•.rI k ,' ...,..n r.tr. t ,. _.., ,. .. �� :.:' ,r.r' • . ! '4 f 1 I Y I I sio ' NEyll' 3* �jj . � t 1 L•� 1 «I}ad .: .- ...:.::' . A.-. a ..-. ':. . ..: -.:,.; .:... '-,:rv: ✓. '.." i f lel 3 ,G aLi T. ',2', ''..,: r .:,. J.. t . Y. .a„. r: .., ., :, xi 'M.._✓. ,G. .p} ,: .. �r!,.<; .' ,...;.y1 .[ t•a �'SY, "�' �Pr LEfu�N to �.1 'Pili"" �>),":.�'.' . ' ,." � r;4", a:.�.� '.•� ', tits;; '... r. " P l's A 4 nao IN v �!C L 13 ExPIRATJr�OATS: 6—3U-05 1 7T i a I � WORK AREA I WORK AREA F I • ! r -ADD SIMPSON PHDS ► w 5/8"q THREADED ROD/ I i 1111 S«'Salmon EPDXY INTO (E) FTG. I11 1 Sl (8" EMBCD) I -- — Suite 100 S4.0 _ _ _ _ _ —�, Tel. 5Portl3. 1. 97103 Tel. 503.121.11'1 ::3 • ADD SIMPSON PH05 Jr Fax. 303.111.1017 w/ 5/a"o THREADED ROID I r I Lr -�J l� INTO E FTG- (8" EMBED + 1 { O ) ! I ( o ' I I w IoM � .:�;� II b p N I I I I c � r� I I I CONSULTANTS I ! I i { I . Iti I II ! I I � LU c I Ali i! LLJ I { r I i I , ILL Z Z) MC7 '� ri � i y. I ! I � I ' � •rl a � a. { U. II { I I n III � I I I ISHEET TITLE �-- __ -r-- -� ►- _-- J 010 -- L F' G OA B' C;° .� PERMIT SET L,CHECK OLO 1 i_DRAWN BY: SDH PRO,tEG r ;193341 S2 1 1 FOUNDATION PLAN ( Cl I Y HALL ) %\,S2 OU P Mi T f C TCP y Hall Blvd 13125 ..._...•'—��"`"� 13U P2004-00334 .... ... .. _._.,....... , ...•+•..M. �.:....«.�.{rye{w•..."Ir+..+,n,M...Ver,.r.w.,......_:r,».::c.,, .,.,.+,.... ....r,,..�,..,p...... ........: ...,...,�. ...w.,.+qn.. ,�nw.:.:,.w.ym xsx�r^'t�'aar •,�� ., w ., .,-.. _ ..e....a,"n.. .. ..+te",aen+.nn rs.• :. ....°.,... , - i. .„:,,. ,w .� ,. .. .,, ....... .. ... ......, :..-,...w.w.:mrr:m�:r_:, rr .vpt^—.n yr .. A'.� � u+*. -. a•an�es�an,w¢a>,se� .,;; .. YE�i*`�a".M-'c SriV�M,los,J�'..'1Jh17F�6�,.wM,6W':1.1,_ .,y.atisa.. :.;�,x �..:. 'y'�9.',7��>, �a,�,;a.!ro� ..;ate..,"'.' :II �:�,.. �:;” :'!•:' ,' :J;lti Y L E�itt�I J" STRIP Cmc + f ( 9 IU 1 1 2 13 Int ►� I', IA 19 20 21* 22 2'3 24 25 8 ?_'7 2E3 2G 3C� +Wi i g r'k I� - tt a.��y, + . �a{ �.vo.► ,. � I.11 1 ► 1 f wfi' �t l d }��dG }�w I 9 a t �R a �i A ws 6 4 1 i • gZpUCTUq,{� Opp:, I Nor ouraom Is. IEIPQATOON DATC: 6-30-05 7 ti h e 4- tIJ L � ! I 1111 SR'Salmon I Suite 107 Por,�_ Tel. 503. N. 92105 Tel. 503.111.1111 a —� Fax. 503.111.1077 ' f li T i f zP f f (E) FOOTING TYP. N i UJ V � , il I f 0vNti a LLJ CONSULTANTS 1 06 i Lr_J W uj f i I l IctC O� I � ZQz ca o_ , _ I f D8 U � �- o Q00 TYP. (19) PLACES I I I U. -_._.7 - ---- - '_�K - - ---- - __- - -- — _ - - SHF_FT TIT!E 9 1 ,10) a � ) ) r� 00 (fR L_ LDA TE: _ 0616.04 1. NDICATES SIMPSON PHD5 w/ 5/8"O THREADED ROD f-` �� PERMIT SET . " �. i ?y.. .. . EPDXY INTO (F-) FTG. (12" EMBED) TYP. (19) PLACES CHECK. _— _ GLO_ cz' - _ KW 2 ,��- iNOICATES REPLACEMENT OF INTERIOR GYP WALL B4�ARD � - - �j (_DIQAWNBY. +' 1 WITH /2" PLYWOOD. 1 •.�A��13. i� r' �F fit$ ;`- —•� ( ___ ._____—_._.____..,...JJ Iii I� III+� _.� PROJECT. 203311 Lj 7" FOUNDAT i P ( PERMIT C; EN "TER ISR - r Hall Blvd 13 125 BI)PMA-00 i_t4 Alii 19 of 2U y,. I,t 4 ,1 4 ...�: .... ,�_ .. . -. .�„ ,,..:». -..... ...., _. � u, .. ....r. ..._.,,-.„... ..- ,_.._ « +fy" '...'^»�,.�_�"" �..,�. .... ... rww...+5.rlw••......-•nnehrn+,n"��. r*rr� AR!'tAfl7Rh�+4.*.!"�rY:p"!"rx+rn-�w+r�+�V°" - I-FOI8ILMY STTRW t- - 14 f '7 E! 19 2C' 21 22 ?3 2.4 23 26 2'i 29 :°9 30 _ . f r•Il .r 4 � 1, r , l ., � . • ,�� 1 1 1 ( ' i I • !. 1 J ). � F { �� t. I' } , "N, A AUC ''tires, L Ot x'P,�A",0►v �A'E S—3��5j • i i 1111 SW SOIma1t Snits 100 Pwt.apid 4R 97.705 Tel Im Fax 503.121-2077 Z !! i LTJ � o u E GL' 5/0'x12" «o n�e Ln 6 N w � ��- O N N' , 1 X , X s S4.0 � S%N i W -110 U), (8) PLACES o J; p (E) 6x10 — 1 (E) GL 63%4'x12' 7 Na TYP. (4) PLACES W �: a 1 (E) 600 _ — _ - - U) (F) 5x10 — u 1cMULTANTS o 1 -J, N wV x I 111100 w N `� •,1 N + x OLIU N1 N H f T V LLJ a� to MR, ' EGL 5Ax12 to Z iC14 LU � j oco Q. 11- 11 W 711 1 1 !� to ba" LL LL . x " x 1 aiji��+g�'-`.r�;`ya9,��rVi-"y�y4�-�v�x�r}+�+fi,,aO;'.r..�,.:CI[,�-,^n�.��t•..f.l..r.yA,.q..�'r,y�.i v.ayt..14,�-:M•.y�■g.. ..'.1.�,..�,..�,..�r�,*.7��q."�^'�..,i i!�j r�..''de'.l,•°.�, ...."u',4.,'r.:�i...!:�h.`�4,!a� !'��).,:�.�;r',.�,�r.r>+r�1�,'�41 A�rWxa•"l1'-,�'t�r'.M'.:�':{t#',:.{•M;-..iaN,.'w,�1tY�.._"}!��r.1 r t�N�te'�kz,+.,}yyrr,�l�•l�.;..f"�t,i,.:.;�"�,.i,.�,d�Yu.�r-�q,..w..,.�,-,.m't;.,,'a��t E1�,J..rI,dM�A.qr!�Ati1la�_;"'yu�.1'I_rry;':1'.l�F`��'��q...'f'7r4.Yr6';..}�wr.l rt:.d�.r.•�.Tf`��.'�,_�:..;.,�k.�F'�,.,d,lS'g�(�,1,,,1Tft�..�z.p!,MYr'�a,.�.�,�J:��. a,'kyJy'?t.�'5-'.�•l;:�.r-,.;i i,�t.�1.g7..�.%�.»,t...�},7 i:�I.�M1a'^.t4,�°a,"rY',F>��fn�a e,T"°,FE>fN�l,i-t�ra ��r�_1:�,•-;Ysfr!:e t'�..�.x b I r rqr �} 3 F •1'JI I 3 pr .m1'.�,V'8_av,..:♦-.,'..,r_y;1, .. - '"'-�..a.. .„,tk%.-w. ....-.;. ,.. a',•....�.' .�.....,•A,_.-..'o..,-.'s.�. ..r -.r�;'y�.te.+n,�ruwr_...,+U.F�..,..:. .. .: 'w....»IA'M-A'r„q`sv�;'R�., "••y,1igNws�,r:rr�q�'y,ii.'_'kj.'jw*,:r.w,,�vyt.r,.«+r* --' � _ SHEET to� t 0A HEE'T_ T7TawLpE �� CG) L j iTEaEaMIr silw goranan o« I. FIELD VERIFY ALL EXISTINCONDITIONS. raUiFCT r,3341 a.1sM.a.�> 2. CCORIDINATE DIMENSIONS AND ELEVATIONS NOT SHOWN L ;TN ARCNITECIS. � FRAMING ( CITY HALO , �� r �s, flail Hhd 13125 R t200fr003 34 70 of LIr . PI. Hq 10 11 11 1'I 14 IS 17 IQ 19 20 21 22 23 �A 293 2e 2'7 28 2'9 G .ri ; + E a O1 H OL. � n. 3 wi re Hof. I r l a e 9�R T IR-k , o>Raco �v IEXPIRATipN DATE: S-JO-05 I 1 W14x38- x • ! r ` I N� tI I •� i w I F 2x10 _ 02 -G o.c. _ __ 'El 2x12 0:?.--f�"o.c. M ((E1� 6x10 —_.�� fix'.0__-__ __cDI E 6x10 i OR (E) 1'I e T.II ®•16 1.c. I Do I ( I f I I 1121 SH'Salmon E x t C �`' tO I i Suite 100 02 – C. w i Portland, OR 97205 -,r---- -- _— Tel. 503.2 1.1121 a f I Fax. 303.121.2017 E 4x 12 04'-0"6.c __. I V N —. w r` x NN e G ff T O u NN � J M pMp z GL' 63/4"xi8".�'� _— GL_63/4"x21" — _(_E) GL b3/4_'x21" �EZGL 53/4"x21 (E) GL E3/4"x21" . (E) GL 63/4"X21" 5 I 30: 2 I I i , r ' , .. , .,. __.. •._..,_s...______._____ ii __.______.-- iIlII I 1 _.E,.•�`.��_._.,_�,o._. - ._------•---_ .--. _ rI- n?Tr+'*!'r�-ry.re',5-.i,—'iN•.°,p+Iu9",Rlltg.fy'Ny•r -n.7...._.+ •. _Fi(,.�r,.' —'•. _N-aiIIAM+IPwWfiRWIM"I 8.7 J " ,TI k:.. , I ` i I- - V ) r _ _*0_. 4x1250 NEW (2) POST EACH SIDE OF OPENING SE402 04 -0"o,c. CONSULTANTS NEW DUCT OPENING INTO (E) STUDWALL 4ECH. UNIT WT.=850 Lbs 6x CONT, OVER (4) JOt TS MiN.-- 0 (2) PLACES LI(E% GL (E) GL 63/4"x21"221/2I`V 1 34 xGL 63/a"x21" " " L t-1- z -- MECH. UNIT MECH. UNIT Vf,-750 Lbs Z WT.=5200 L w V ct"Qlt_'cy QW (E 4x12 k�4'-0"oc. ^ \�4Uj 4xINFILL (E) DUCT OPENINGE1 w/ 1/2' PLYWOOD w/ T` P. SIM, c 10d MAILS �"o.c. EDGES (.) PL CES AND 12"o.c. FIELD.6 -9 " GGL 63/4x21c 2 7` x1294' 0"E 40.c. 60L202 BLOCKING BETWEEN JOISTS w/ CONT. SIMPSON CS16STRAP AT BOrTOM LL OF BLOCKING c#'r SHEET TITLE --010 L 60 i K RQ SAT 00.1 0.04 PERMITSSTTU1L -1 _ j ' I. "IE'-,D VCPIFY ALL EXISTING CONDTONS. CHECK OLV`I +O 2, COCPIIINATE DIMENSIONS AND ELEVATIONS DRAWMAY.• SOH NOT !;HOWN WITH ARCHITECTS. PROJECT 20331 _1 R F FRAMING PLAN ENTER ) J CI t Y HAL_ ?h' T � Halt ilvd 1+tli •00334B ►P2004 Zi of 21. ct U. C :. LEGH31LITY STRP i 22 23 24 c. 26 27 29 : 019 IS 20 21 t0� 0 , � t 0. J I W V n , ,�'�{"! gi t !'�� r° r�� ,�'::„ s,*:d ':r, `y,q.w .L .:., ' •,1.��,fl;� k I , �J�.d.��j n ro«.�;d,ira ,4 uk; mp 2 .r d I ' r i t II t 7 JJ u l Lt 4 t ! �3F ' + r � 9TRt1CTVAAj __,MECHANICAL UNIT MECHANICAL CURB #10 SCREWS 012"o.c., MAX. (E) SHEATHING-� �"' �,.-(E) SHEA FHING \ BY OTHERS I I Z'Tire. � ORCGO WATERPROOFING AND dp �OPENING2 OVER NEW FLASHING SEE ARCH. '9 �1.e_, N 1 v rl (f�) BLOCKING----._ HULDOWN SEE PLAN (E) GYP SHEATHING \ r/ D E pOt ---iE) STUD WALL CUT (E) PLYWOOD -, NAIL l'E) PLYWOOD EXPIRATION DATE: 6-30-05 RENAIL w/ 10d I "/ (E) DOUBLE TOP PLATE 1/2" PLYWOOD--.. �� NAIL w/ 10d 04"o.c. w/ 10d ftA4"o.c. _ NAILS 06 o.c. ---.- �� l / TYP. \ AT CUT EDGES, TYP, OVER OPENING F- EDGE IvAIL!NG I I \ I I DUCT l (E) PLYWOOD � RIPPED 6x CURB - _ 4x JOIST II MSW OPENING / I \ - _ �;4 __ C� E A J NEW DUCT OPENING (E) REINF CONC. SLAB CUT (E) JOIST 4x12 _ AS REQ'D. FOR O 3/4 If=1 1-011 4x12 -� (E) 4x12 MECHANICAL. OPENING 31:'� O CUT (E) PLYWOOD \-(E) REINF. CONIC. FOOTING3 -' AND STUDS AS RUO'D SIMPSON HU410 I E), 4x12 '0214o c. m � f FOR NEW DUCT p ca X MECH! UNIT OPENING LAJ 04 g 1121 SdV Salmon � 6x a S4.0 4x12 HEADER BELOW Suite 100 X SL EPER HUS410 EACH END Portland, OR 97205 + /^- - i ( -- MECH. OPENING Far. 503.221.2077 DETAIL EXTENT OF Tel. 503.221.1121 > 9 DETAIL b DETAIL _ _ � f E _ — - ., r :� . 0 3/4 =1 '--p„ 54. 0 3/4„=1,-0„ S4. 0 3/4 =1 —0 (E) GL 5�/e"x12" 4x12 BELOW w/ SIMPSON a (n o �� HU410 EACH END u, I ^ N� ^ - 0 (E) HEADER I TrP I 12 uj �� :" N (E) GL 6�/a"x12" ./' l 5 54.0 orj N N ui aUiryM O vS n---- _6N 21/ C6 o= x54.0 (E) KING STUDS i (E) GL 83/4"X101/2" POST _ 0 0 _ IJ Ao� RE-NAIL ALONG ~ / (E) KING STUD I 4 CONSULTANTS w/ 10d NAILS 04"o.L. IF NAILING I�: NOT PRESEN I ` � 3DRILL AND/4"0 THRU INSTALL BOLTSIN TO I 4,0 TYP. •ox SLEEPER I I ABOVE �-(E) CRIPPLE STUD ALL (E) HOLES IN PLATE 402. w/ SIMPSON HU410--- PHO HOLDOWN SEE PLAN--� N,111%, ! WITH MAX. NAILING I _ I Ir-(E) CONC SLAB --- - O w (E) PLATE O uj I I O II IC. " i \ o. ...� CL %0 - 1 w w CD m I CX .. _ - -a -- - C` � SIMPSON HU410 N c14`-SIMPSON WITH MAX. NAILING x x I Q Q - - I q ¢ l I L ?: W (E) 402 BEAM - / "-4x12 HEADER �____�__ _� — - --- -- __-07 '•--(E) REINFORCED (E) GL 83/4"x221/2`." (E) GLH BEYOND u CONCRETE FT-3. (`) � -t Q SEEE3/S4.0 FOR INFORMATION NOT SHOWN, K 4� cn J J � __,\ --- , .moi F• co DETAIL DETAIL 5 DETAIL 2 PARTIAL MECH . SUPPORT PLAN 3/491=1 , „ 3/4"-1,-0„ \\S 4, O/ 1/4"-1 '-0., 3/4 _ i --o S . O - t� S 4. U . uj . to ,,--4x8 DEADER BELOW I sHtlrsr nul _ ,,--MECHANICAL UNIT N cc..3 L_- r .7'�.O '� I -- » MECHANICAL CURB--\ 04 _ BY OTHERS �� I �/2"m LAG EOLT EACH tNU w N i +- L— S COUNTER SINK INTO SLEEPER •xl d f-1/2"0 LAG BOLT - (3" MIN. '-MBED) �--- 1 w �' INTO 6A/4" GLULAM CUT (E) PLYWOOD L. �� - __._.__. OR 4x8 AT SIM NAIL w 10d ®4'o.c, �- UNITE SL_ 6 /4x21'_._ - / WATERPROOFING .AND . TYP. `. F,_ASHING SEE ARCH. --zSIMPSON A35 AT CORNER ----- ____ _. (� MECH. ^ ) 3 c LLI. V. -- .-RIPPED 6x CURB _ LDA TE: _ 06.18.04 PERMIT SET z 4x8 HEADER AT SIM _.._.__ L C�IECK- - OLO r� � - DRAWN BY: 80F1, 4 y� f' RIPPED 6x CURES SIMPSON A35 CLIP - S4.0 \\ PROJECT. 203311 �. ` EACH SIDE TYP. TYP. `-6: SLEEP=ER RIPPED TO E i '� """ - 4x CENTERED BELOW i/ `-SIMPSON HU48 (4) PLACES \ MATCH ROOF SLOPE, TYP. SI.r EPER SEE PLAN (E) 4x BEYOND--� \ WITH MAX, NAILING 4x3 HFADEP BELOW ND-ML ""�-4x8 CENTERED BELOW t SEE o?`4.0 FOR INFORMATION NOT SHOWN. 6x SLEEPER - NA u- 80II D /31,Z5 D � � ( ' H . S ��JPPORT FLAN F TAI L r DETAIL.T A. I PARTIAL T I +A l__ M _ 4 - P--._ - � 374„ �1,_�0„ 2 4, O \ . - a• ,yyYAM k , .r .. ., _.x....ac Js.A l�'�*h'!',MnnIM1 ..f......M.NF�'.,r++sw^^M w .+rw 5 IMv vi Tn -. ...., ..,.., . '.gr'ew +T ..w ..r wvvYa+..v.w. r f't�lble,l, ^'. �„ •A»AnNN TW, 5 r W '��"'" „ -mnaVNe p►'ryMwa.mWwvaww•p„Mapr! YY°- ary,y, f '4 ¢yP { I rt.. - PN earn,'+eV.'Sx .:�w.Y.Yy h.I4%,W. .Jn-, I .Y.,.. -iT31A.h,r✓4 i.✓.•r� , .l ... � LEGI®ILRY STRIP t IU! I ',7l!I i:IIIIs -Illi I t I AI19IIII I II2�(0 I 21111 11 2!:'21'•('!1,)1,!1!!!1 1{I2!I 4I I f, 2'5 11 II2I!�8I I 231i!7'11 13 I Il2il Ie 11 I n2I!9II III!I3t l 0C 2 t4 � 6 Ea ia I 2 3 14 ,el�Vt d' , TTsI :. ,,d ..;A1 :p r s ,,i'r '� 'ti?":;•, :n' ! a >w:, h p. tC�1+t rj- , - a; f 'r=�'i..i1;i. -,. '� • C h .F'. �ydx w;:, a x,r. Is h t,", � � „ � , .: ,. ;id � � . .:.,il'F t „(.',_ :� ,a iY t J ` l •>c 'F :r+":. r}d> :I? r >, . w MINI 6y1C)$ 01 444 r I I ,a S) I: i ti 3o- 0 ..1 e OPT 1 ,w .�,1361'.Y a. ...:aP'..m.a,,...... tm -°: -_. aso1L{li�C •,,,.-• tmS,�( Y2'.Ysruir:.: iT..xYWB