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City Hall & Permit Center Remodel - 6.18.2004 P :< DY'3CI r • .e1hr,i'lce t(>iTy OF TIGARD 9T4'OF OR'4' R S a ciTy HALL AND ,. a pERMIT . cENTER R E EMOD L .. n M 13125 SW HALL BLVD TIGARD DR 97223te100 on Portland,OR 97205 .• Tel 503.221.1121 0 Fax:503.221.2077 imi P N PROJECT DIRECTORY VICINITY MAPOD DRAWING INDEX NOT TO SCALE OWNER +YIYO/n9en! CITY HALL CS COVER SHEET 13128 SW Hak Boulevard , Tigard,Oregon 97229 Telephone(003)tl�attt t, , A y .,t r, �:v ,§, ARCHITECTURAL STRUCTURAL ARCHITECT LRS ArMMae+;Me wino x. tog''';', — CONSULTANTS 1121 SW Salmon Street,Sub 100 �, r pq . `. 14 AI ARCHRECIURAL NFORIMTIONPortland.Oregon 97200 Paul Boundy,AIA — a q t , - 81,0 STRUCTURAL NOTES T.kyhone(503)221-1121 pba,ndV®Im.dn.aam _„ '�' r v. �' AGA WALL TYPES W Fax(�)222-+737 Wit+ -•°ya, x`�'". �.. #•,,S4.,.. `+"d 52.1 FOUNDATION MAN(CITY HALL) Q • l'!...',: a ,�+�z+Ca 'V A92 CODE ANALYSIS PLAN 0 STRUCTURAL Nland nD.m . :41-,-.51.'...1,. 92.2 FOUNDATION PIAN(PERMIT CENTER) 1� ng Streak&Re 720 Scott Haven! - A `7i a ,�„?� 4a,. A91 917E RAN .C 9199W Washington a �k- 89,1 ROOF FRAMING PLAN(CITY HALL) W Portland,Oregon 9720 ecotlh@Nakkan.am F ,.'� r . T� a It� r • A1d Cm HALL DEMOLITION PLAN 671 ROOF FRAMING PLAN `�' Telephone(503)2741843 _ - ,(�` t . FIN MOM 21g-� b't ';"0.4ASF y k A;` r r A11 PERMIT CENTER DEMOLITION PLAN 1PERMIT CENTER) Q y a �'*�. f:fi 64.0 DETAILS AND PARTIAL PUNS MECHANICAL Aeolian Consulting EigNrri t► � 44 x )z AIL1 Cm WILL FLOOR PLAN Q 4000 SE International Way,Sub F204 Laron Dem ';',44% ' �r x 2��' A21 PERMIT CENTER Roae Pow MECHANICAL "g4 ca 4000 ill S ea,Oregon 97206 - Loren Dern # %ki ^'°4 - C6 3 V♦♦♦U l,� Telephone(603)02-9051 ' i EK i A11 PERMIT CENTER ROOF PLAN 00.1 COVERSHEET-HVACCO ii§ Fax(60��2-YE02 ,� ��, m� } g�"'.,r44, .� �„t i+• �5 7* „9 s $ �;"A s - A0.+ INTERIOR ELEVATIONS MUCASEWORK DETAILS WA CmFW1DEMO PLAN-HVAC ELECTRICAL mon e.w,,..,m, +f 8126 SE Duke Shot,Sub A Ken Spencer y'1 v 1 tk +, ,,t4...4...-1,,,,01,- A01 DETAILS 011 PERMIT CENTER DEMO PLAN••HVAC 0 1Z 6126Portland,Dragon 9720 kapanarcnyuan0.ocm " ml I P N.- e:' ku Telephone(009)771-1906 t n +5y"" I'^P!i"1` y.. 'I"' x M1 DETAILS - MA CITY HALL FWOR PLAN.HVAC W ry' co Fax( 772-2490 ''� +.. �a 1. .iY'zati 1%,'i Y j '.:.:+ ,. �" -. .� cp Q. I" A7.1 CITY HALL REFLECTED CEILING PLAN MU PERMIT CENTER FLOOR PLAN-HVAC • V N All PERMIT CENTER REFLECTED CELING PLAN M9.1 SCHEDULES•HVAC a�`7 wol R All CEILING DETAILS 160.2 SCHEDULES AND DETAILS•HVAC 4 M3.3 DETAILS-HVAC Z N PROJECT SUMMARY, CODE INFORMATIONED SITE MAP V DEVELOPMENT INFORMATION NOT TO SCALE RA COVERBHEET•PLUMBINOEMI PROJECT-NA/OE CITY HALL AND OFFICES P11 PERMIT CENTER DEMO PLAN-PLUMBING P2.1 PERMIT CENTER FLOOR PLAN-PLUMBING I P2.2 ZONING REVIEW INFORMATION ENLARGED FLOOR PLAN•PLUMBING APPLICABLE case OSSC 1997 PNASEL RENOVATION OF PERMITCEJWT ZONING CLASSIFlCATIDAC CBD P9.1 DETAILS-PLUMBNG SERENOVATION OP WESTERN HALF OF CITY HALL ELECTRICAL PROJECT INFORMATION — I PHASE If 11.0 BRE PLAN UBC OCCUPANCYGROUPANDDMSION B CITY HALL AND PLAN CENTER I111V07,....1 II RENOVATION OFEASTERN HALFOFCl7Y101LL61.1 Cm HALL DEMOLITION PLAN (I.3 EXISTING POLICE BUILDING HOLDING NOT IN SCOPE) ( 1 !11 PERM T CENTER DEMOLLRON PLAN I DATE: far Jona 2004 CONSTRUCTION TYPE CITY HALL AND PLAN CENTER V-N SPRINKLERED U II 1 Eli PDL.ICE FLDDR PLAN POLICEV-IHR h�7 cm HAIL FLOOR Pow-UGHTNG I P� (2HR SEPARATION BETWEEN CITY HALL AND POLICE) I, \'� +� P22 PERMIT CENTER FLOOR RAN-UGNTING I DRAWN 9Y• DA.! PHAGE II ' 3 SPRINKLERS FULLY SPRINI(LERED �` a` di 17.+ cm HAIL FLOOR PLAN-POWER AND SIGNAL PRO✓Ecr, 203341 , 77, EU PERMIT CENTER FLOOR PLAN•POWER AND SIGNAL BUILDING AREA SF A`b / ' PHASE! E7.1 CRY HALL FLOOR PLAN POLICE 7,981 PHASE III CITY HAUL 10,950 I///,AREAS OF WORK C PERMIT CENTER 1282822 TOTAL 31,753 ABBREVIATIONS ANNOTATION a,f.�1 Dv tri 11124 rr OGRID LINE t�ig ACP# ACOUST.CEILING PANES(SUFFIX # ENOTEETY E) N NORTH 4,i>� 01$ � ACT# ACOUST.CELIxiTRE(SUFFDCNDENOTE8 TYPE) WA NOT APPLICABLE AES ARCHITECTURAL EXPOSED STEEL NC NURSE CALL MB AIR INFILTRATION BARRIER NIC NOT IN CONTRACT ALT ALTERNATE - - NO. NUMBER �� NOM NOMINAL Q SECTION NUMBERBo R S BLDG BOLDINGNT8 NOT IO SCALE SHEET REFERENCE BOC BOTTOM OF CONCRETE OPP OWNER FURNISHED,CONTRACTOR INSTALLED FRAMYINti BOF BOTTOM OF F SOF BOTTOM OF RAING)G OFOI OWNER FURNISHED,OWNER INSTALLED BOS BOTTOM OF STEEL. OPP OPPOSITE o B OT BOTTOM ®, WALL SECTION . BUR BUILT-UP ROOFING tz- CB CATCH BASH - r. CP CAST N PLACE CO CLEANOUT EXTERIOR ELEVATION h CONC CONCRETE FLAME PLASTIC LAMINATE A CONT al CONTINUOUS CONTROL JOINT PT PRESSURE TREATED CET# CARPET(SUFFIX B DENOTES TYPE) CJ CONBTRUCTIONJONT A _• _ RADIUS(DIMENSION) D B INTERIOR ELEVATION h DIA DIAMETER REFI REFRIGERATOR - - DS DOWNSPOUT REDD REQUIRED REV +e E EAST RO ROUGHCELOPPENING O- II21 SWSabNot Ea EACH - Sane 100 EL ELEVATION(TOPOGRAPHICAL) EQ EQUAL ink DETAL N DRAWING SET Portland,OR 11185 "'. EQUIP EQUIPMENTEEQUIPMENTS SOUTH Tar ret SF SQUARE FEET Fax 503.221.2077 Is FE FEW EXTINGUISHER SPEC SPECIFICATIONS MN r FEC FIRE EXTINGUISHER CABINET STL STEEL e FT FINISH FLOOR - pM DETAL N PROJECT MANUAL FO FACE OF FCC FACE OF CONCRETE TOC TOP OF CONCRETE FOP FACE OF FINISH TOD TOP OF DECKING) FOM FACE OF MASONRY TOO TOP OF FINISH GRADE Q REVISION NOTE FOS FACE OF STIR TOM TOP OF MASONRY . FOSN FACE OF SHEATHING TOPG TOP OF PAVING FON FACE OF WALL TOPL TOP OF PLATE FRP4 - FIBERGLASS REINFORCED PANEL TOS TOP OF STEEL. FRPT F TFIRE-RETARDANT-PRESSURE-TREATED TYP TOW TOPLL ® KEVEONOTE STANDARD MOUNTING HEIGHTS TYPICAL GA GAUGE at GAGE GALV GALVANIZED 1 VERIFYACCESSORY SIZE WITH MANUFACTURER TO ENSURE GB GRAB BAR UA UNASSIGNED BUIDIN AREA OL GLASS UBC UNIFORM BUOINCR CODEIA UNDERWRITERS _ O WINDOW TYPE CONFORMANCE WITH ADA MOUNTING HEIGHTS. 01.4 GLAZING(SUFRX4 DENOTES TYPE) UON UTLESSOTHERVNBE NOTED 2 DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE OL GLUENANNATED DOS UNLESS OTHERWISE SHOWN HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. OND GROUND UPS. UNINTERRUPTABLE POWER SYSTEM CONSULTANTS OPB GENERAL PURPOSE BUILDING UR URINAL OF� ROOM NAVE ROOM NUMBER _ 3 FRONDS FIRE RESISTANT BLOCGNG WITHIN WALLS AS GR# GRILLE(SUFFIX 2 DENOTES TYPE) REQUIRED FOR MOUNTING FIXTURES. WS GENERAL SITE SERVICES W O GYP GYPSUM PROVIDE GYP.BD.WRM BEHIND FIXTI1RE80NLY AT WALLS VB VAPOR BARRIER(RETARDER) DESIGNATED ON FLOOR PLANS AB OPENING PROTECTED O H HIGH VCT4 VINYL COMPOSITION TILE(BUFFO(B DENOTES TYPE) �.—.—ELEVATION DATUM WALLSL HB FOSE BIBB VEN VENEER V 1_ HC HOLLOW CORE(MATERIAL) VERT VERTICAL - W8 Q VEST VESTIBULE ��-0 lz c HDR HEADER 7 CEILING ELEVATIONae HDWR HARDWARE VG VERTICAL.GRAN HDWD HARDWOOD VT# VINYL TILE(SUFFIX iDENOTE8TYPE) G Cr HM HOLLOW METAL VTB VINYL COVERED TACKBOARD _ HORTZ HORIZONTAL VTR VENT TO ROOF RI FINISH MATTRAL•TYPE _ eT W J..O O HPL HIGH PRESSURE LAMINATE VWC VINYL WALL COVERING 4C4 s' LIQ HPM HAZAImUB P COUCTION MATERIAL HR HOUR FIRE ALARA WALLMOUNTED W O W HT HEIGHT W WELDED - WALL TAG-SEE SHEET A0.1 SIGNALASTROBE FIRE -V cart ".. HVAC HEATING.VENTILATING 8 W WEST FIRE EXTINGUISHER EXTINGUISHER1.41. .,(C j AIR HIT HOT WAIT W/ WITH RECESSED FIFE J 0 SIGN HWY HIGHWAY W/O WITHOUT Ig 1 SINGLE DOOR,DOOR NUMBER EXTINGUISHER CABINET 0 W y� WB# WOOD BASE(BOFFIX8 DENOTES TYPE) I=7 C ELECTRICAL TELEPHOFE L RATURE INTERCOM ANNUNCIATOR EMERGENCY S WC WATER CLOSET OUTLETAT OUTLET R STAl70N PANEL POWERBUTTONIDCG(SUFFIXBDENOTESTYPE) / , DOUBLEDOORDOORNUMBER CASEWORK _O�'IN W O� 1 NCL NCLUDE(DKNO)NFORMATDN WF WOOD v"., `J w W INFO INTERIOR VI/F4 WOOD FLOORING(BU•T-TXBDENOTEB TYPE) eg- f7�"' til k � a ��t INT INVERT WH WATER HEATER b 111��i 1+ 111�� INV INSULATE(D4ON) WOM WALK OFF MAT PLUMBING ASSEMBLIES !NEIL INTaUNIVERBTIf WP WATERPROOF(ING) ° - .. GRAB BAR MISCELLANEOUS WALL MOUNTINGS Z N WP4 WALL PANEL(SUFFIXA DENOTES TYPE) L" WR WASTE RECEPTACLE WATER CLOSET(WAIL MOUNTED) i....5 JAN JET JANITOR WR WATER RESISTANTFISIRE ALARMAlA3TROBE JOINT TYPICAL SIGN Q JT JOIST WT WEEN/ TYPICAL L,,..1 � LIGHT SWITCH FOR(3)GANG DOORNMI KO KILN-DRIEDURINAL OR(4)GANG BOX.ALIGN LEFT OPENING PROJECT NAME KD KNOCKDOWN N - EDGE WITH BOXES ABOVE KIT KITCHEN KO KNOCKOUTMOP SINK THERMOSTAT KP KS OCA KNEE SPACE I . m � CRABR A. ( I COUNTER LAVATORY/81W LAB LABORATORY LAM LAMINATE(D) � READER pARARD ER LAV LAVATORY ®Q POUND �i, I LIF LINEAL FEET DRINKING FOUNTANS - I LF-0 LAMINATE FLOORING(8 DENOTES TYPE)LEFT HAND --- ____I LH LEFT HAND REVERIE LHR LINEAa - - TYPICAL AT DOOR AT ROOM INTERIOR TYPICAL AT DOOR AT HALL LN LENGTH L LIGHT L LNE LOAD IDA 78 Jump 2004 LL LONG LEG VERTICAL LLV LIVING ROOM LR LUT:SAFETY SYSTEMS - I CHECK: PJB LIS LAMINATED 8114,MD LUMBER TOILET PAPER LEL DISPENSER 6 IDRAWN Y: DAJ GRAB BAR MR METAL WASTE TOILETPROJECT: 203341 RECEPTACLE LAVATORY 8 LAV SEAT t NE COATS.UTILITY IN COUNTER ~' COVER b OLET SEATCOVBI DISPENSER MIRROR HOOK SOAP S' DISPENSER 7- (CENTER OF STALL) 11,19' yg, DISPENSER r Q 6 3W SANITARY NAPKIN DISPOSAL y A , B TOILET PAPER DISPENSER �� § ` r MN KNEE 'I�`� `N ILT7� ,i m A • iU�^ �'—. ' — INSULATE1 CLEARANCE ,R'=( iaF#:I i 5i �� 7 f_# r'�__ / ■I E MAX MIN HOT WATER 8'MAX TOE CLR 2'MU 12'MAX DRINKING FOUNTAIN TOILET ROOM TYP LAVATORY ACCESSIBLE TOILET TYPICAL TOILET NISI 2 MN e - MN 4 mil~No.a«w,wa.... C. 'moi', C4 i E. NOY n . r., r/1 #.1,11 t PaN C OF 4 eh AIM WALL TYPES NOTES OBSTRUCTION 1. TYPE'W GYPSUM WALL BOARD SPEWED THROUGHOUT.PROTIDE WATER RESISTANT GYPSUM BOARD R S • TYPE T ON ENTIRE WALL WHERE PLUMBING FIXTURES OCOIR PROVIDE TILE BACKER BOARD TYPE VON - ALL WALLS WITH TILE 2. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS AT ALL WALLS. ti . I \ \ \ ��' WALLS DESIGNATED AS'BASED OW VARY AS NOTED N(PARENTHESIS.)SEE NOTE 4. n UNDERSIDE OF FLOOR OR \ \ ...„.6.....II UNDERSIDE OFFLOOR 3. REFER TO CODE ANALYSIS PLANS FORUBC DESIGNATION OF FRE RESISTIVE WALLS WITH OPENING p. li, ROOF DECK /x 22OASTA EBtACIIAW TO PROTECTION SEE MECHANICAL DRAWINGS FOR DUCT OPENE DPROTECTION.SEE DOOR AIA WNDOW �� STRUCTURE(3 V-0" OR ROOF DECK SCHEDULES FOR PROTECTED DOOR AND VSNDOW OPENNGBAT DESIGNATED LOCATIONS. \ ► UNDERSIDE OF FLOOR OR § ill ROOF DECK 4. WALLTYPES STATED'AS BASED OM A USED ASSEMBLY VARIN RESPECT TO STUD SIZE MDUOR ADDING MIB ..EXTRA ELEMENTS TO THE ASSEMBLY.NO ACTUAL LISTED ASBU LY EXISTS FOR THAT EXACT WALL TYPE a. L/i/L/i/i/�/i/i/i/i/hili/i/L/i/414 4/i/i/i/��/�/i/i/i/i/4/i/i/4/4/i/i -.... tgAt Atti/OPPil�l�l�/1949�I:Ei/i/i/i/L/i/Llt/i/ilAl�lA/i/i/At THE ASSUMPTI N FOR FIRE RESISTANCE IS THE SAME AS HUORMD OCE FO LY BASEL/ON HARMATHNB n .......r.... .,..,.,. ......,....•.1 ,m.. TION ..,�.� .•..tom.•. A FIRE ENDURANCE RVlE82 AND 6A8 STATED IN 185/FCBOIITIORM CODE FOR BUL --_- _._. . . ... _ _ _ --.- -.... _-- PAGE 84.RHE FIRE ENDURANCE DOES NOT DECREASE WIDOW ADDITION OF LAYERS...TIE FIRE • ENDURANCE OF A CONSTRUCTION CANNOT BE INCREASED SYNCREASNG THE THICIOIESS OF A 3 b ACOUSTICAL INSULATION ACOUSTICAL B1SM71ON COMPLETELY ENCLOSED ABT LAYER..IF THE THICKNESS OF THE AIR LAYER IS LARGER THAN ABOUT VT, „� •_ u' . i f CEIUNO SYSTEM •• 2 THE HEAT TRANDEPEN ROUGH THE MR LAYER DEPENDS ONLY ON THE BOUNDING SURFACES,AND IS CEILING SYSTEM CEILING SYSTEM - PRACTICALLY INDEPENDENT OF THE DISTANCE BETWEEN DEW THESE WALLS CAN ALSO BE SHOWN TO MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCUTATON METHOD PER SECTION 7033 UBC a 406 m • • m STANDARD 7-71F REQUESTED. 111/SWSO/RIOS IF • 110, W WHERE 8. PROVIDE ATTENUATION INSULATION ON TOP OF ACP WALLS TERMINATE AT CEILING ORP Safe 100 �• ABOVE CEILING.EXTEND 8 FEET TO BOTH SIDES OF WALL.HOLD INSULATION 3'AWAY FROM UGHT Portlan4 OR 97205 —\ —� FIXTURES. TeL 503.221.1121 Ia I I I I I I±I I I ISI I 6. WALLS INDICATED WITH SOUND ATTENUATION INSULATION TOIEET AN STC RATING OF 48 OR MORE, Fac 503.221.2077 • UNLESS OTHERWISE INDICATED. NEI r `. — — ./ ` J MBRANE TURE rTel TOTMUNDERRSS OF OFFSSTTRUCTTURE I 1ST WEBRACED STRUCTURE EGEEING WAX/. I IMI ONE STUDS RSIDEOFSTTRRUCCTUURE MEMBRANE SIDES TO ABOVE CELlNG , METAL STUD WALL TYPES LEGEND - WALL C06POSMON TALL INSULATION USTICAL glir A ACOUSTICAL THERMCONSULTANTS ` iI \ . L A MINIMUM THICKNESS OF 0 UNDERSIDE OF FLOOR OR m UNDERSIDE OF FLOOR OR 51[1 I EI STI CAL INSULATION 0 ROOF DECK ROOF DECK METAL STUD SW 2 air 2-trr STUD 212' 3 3117 4.12.D 312• 4 4• 6'STUD 51)? E 1/2"STUD 812' 6 612' 6"STUD B' //Ali/ili/i////di/i/il4/ili/i //�l�lil�G��///�l�l�/�l�l�l�/ /d�1�1A�/�1�1�/�1�//�6/ii��l�/i/i1i1�21iG1iQ1�1�1�i�/i/iidil�lil�idi I 8 B'STUD r Q w r^ -� ....... _____---2–__'.._.i.� O OTHER SEE WALL 1._ (J 2 . . ACOUSTICAL r Z ACOUSTICAL INSULATION _• _ O W Ow9 W If ti EXIsrIN(i(X)TETRUCTPON TYPE WALL ETD6FA851/NL3lfM gx�" 0 Lu Q. LCEILING • .' SEE DRAWINGS THIS • gt.�. CELING SYSTEM • TE CONSTRUCTION FSIERESIBTAMCERAI TWO ON TED X SEESECTTONS m O © _•• © -- m — 1 1 HOUR S STRUCTURE i•n el 2 HOUR M ONE VE CEEANE — • • 4 3 HOUR A ABOVE CEILING 0 = ,J 111. 4 HOUR 0 CEI NG J • BRACED , — , "= 1 v VARIES w (�q Q, ARTIAL I I:-11 I IAL I I C. 1 I P INFILL V `' BOTH MEMBRANEVEI ICI TO WALL UNDERSIDEMMSRANE AND CEILINGII ETN.STUDS WALL MILL .r.IA S UDS TOWALL UNDERSIDE OFSIDES TO ABOSTRUCTURE CEIUNG METAL __Z ACOUSTICAL INSULATION V ® .-�4u.I EAs'GYPSAA BOARD TYPEX 1_LIOR PAR717TON ��} AL STUD ATIMOC NM PROJECT NAME ACOUSTICAL SEALANT INTERIBASED ON OA FILE NO.WP 1072 ' •i�• or GYPSUM BOARD TYPEX (STUD SIZE VARIES,STUD SPACING BOTTOM OF STRUCTURE ABOVE AT 16.00)(SEE GENERAL.WALL �� TYPE NOTES)INC 48 T049(NE :•- INSUL) I 12 GA TWO-WAY BRAY ® //_/ EX18TINK4CONSTRUCTION WIRES 84T'O.t MIN.TWO `�'�-a�►•I- / �� METAL STUD ATIB'OC /^ 46' TIP PER WALL SECTION.ATTACH ;II FURRING AT EXISTING �I� 8N'GYPSIL4WXWDTYPE X I FASTENER®2/•OCTHR.UMETALSTUD i ! .�C TRACK TO STRUCTURE DEFLECTION HEAD•DO NOT CONSTRUCTION �-.. x " SCHEDULED BASE - - ,,'i ATTACH BOARD �� I DATE 18 June 2004 1 7GYPSUM }C; ACOUSTICAL SEALANT(BOTH SIDES) r r r r I)\ I --c\-T. FASTENER 1'$x / - I CHECK FIB j SCHEDULED FLOOR FINISH \\ SUSPENDED SYSTEM ACOUSTICAL C4 INTERIOR WALL 8 PARTITION TYPES I DRAWNBY: EXISTING/ , DM FLOOR ACOUSTICALSEMANT SLUE:NO SCALE (BORT BIDES) En PROJECT: 203341 ' COMPRESSION GANET Cl WALL BASE A0. 1 SCALE 3'•v-r C2 LATERAL BRACING C3 DEFLECTION HEAD SCALE:3'•to. SCALE:3••PO iiiii 2 ME 3 ME 4 mg•.•.••RI«u.,. •.. sx1 '- I.:.e tY t 1419 OF MINIMUM PLUMBING FIXTURES GENERAL NOTES R S POLICE STATIONS:11Y HALL 15,931 SF/200 SF/OCCUPANT•95 OCCUPANTS 1. SEE COVER SHEET FOR PROJECT CODE SUMMARY. 4 PERMIT CENTER 12 822 SF 1200 SF/OCCUPANT•55 OCCUPANTS n WATER CLOSETS REQUIRED WATER CLOSETS PROVIDED Er POUCE STATION01Y HALL 9 MALE 3 FEMALE 5 MALE 5 FEMALE PERMIT 2MALE 2FEMAE +MALE +FEMALE "' EI 44. ACCESSIBILITY REQUIREMENTS LEGEND ' t PARKING: t• MIMI 111.1. EGRESS PATH. ACCESSIBLE PARKING SPACES TO BE RESTRRED MID NEW ^. CURBRAMPS ADDE). ♦ ID(IT SIGN. ONE EXISTING SPACE TO REMAIN AND SIX NEW COMPLWR y SPACES BEING CREATED. 1121 SW Salton 2 ACCESSIBLE ENTRANCE &Me 100 ENTRANCES ARE CURRENTLY COLPLIAHT. Portland OR 97205 �• PERMIT CENTER ENTRANCE BEING UPGRADED AND GROUP OPERATOR REPLACED. USES AND OCCUPANCY LOAD FACTORS Tel.503.221 1121 b Fax 503.221.2077 3. ACCESSIBLE ROUTE: OFFICE EXISTING ROUTES ARE ACCESSIBLE NM 1'1 NEW WALKWAY BEING ADDED FROM SECOND EXIT OF \\\\\\ FACTOR ANCY ES LOAD PERMIT CENTER CONFERENCE 4. RESTROOMS: j/ / OCCUPANCY LOAD 15 EXISTING RESTROOMS IN PERMIT CENTER BEING REPLACED WITH NEW COMPLIANT RESTROOMS. , / ' STORAGE.00(XIPANCY E. ACCESSIBLE TEL E& ,./ "// / // LOAD FACTOR 300 B. ACCESSIBLE DRINKING FOUNTAIN: ....... ASSEMBLY.OCCUPANCY NEW PERMIT CENTER DRINKING FOUN PIN IS COMPLIANT. LOM FACTOR 7 7. ALARM SYSTEM: NEW COMPLIANT HORNISTROBES BEING INSTALLED THROUGHOUT PEEIT CENTER. OM CONSULTANTS CO LU W 4, o8 \----t- 111%-t:5--ir-0 ‘, 'v 1. . A L'I Tr:r"S. ":1! N'11 7 ...÷,r, __, 3 .1 A.. , 414 r1,40_ _ 0__t_t_ . ... “1-01. 4------1 Gm.. I ka...kr.-.1 re:40, Id '''' V r' llialg1 44; 7ft'"11 '. lidi 1-111:1:Pr '.--4 ' 1" 'V '4 11 .- MIMI Mill mnalii iiiii;A:,_14.41:umini.:r. .7:will.. k ki%L • - I aim NIL 11 deto..1 . 0 ca LNON Ar,M S ,111114. HI 19%11.iihNh_AIM_AEA P .11:041°114"1 '14111411111P'-'44: 1 ..';' II • .� � iI ! Eh. � ��IIII. hik mil Elk, 1.1111k . . Illkh , ,,,i 1 4 ‘,. ..6.111L1/4.• Vil to • kA : 0, 411 2 in Now ta4 IC mate c lik 6 ill\ 1106. i1: lb, : - -11 INII6INN .,_ i& , „ _., 0,,,‘ 1 Aihf: ' \� ' ♦ 4 41 Lig= = zooN. ,,,..„/„.‘ . "; ♦♦...�..♦.♦. \ —I —161 k tIlq-1 I. 1 1461111666-- PAL ,%, ,111 !VI m , \ '� PROJECT NAME i,L % Alik)116, ► Cr nu= !AAAA Pr ii /--- I iik in .,.1. 4 . igril 11 1 biliL 4 r —, -W141 I - li . i I ill, il-T---11 k isre LI) 4-(3--)-g 1 1 Om/ i ' giti ... noboihr ., g• ki 1---,All r w- ,.. 40,1001hilb,H, ' ir: t ___, /-54 NI '1 , ill -11km.4, ,.,...lip,-, k,,,.,ir, ii 1...... ow Ems mom MINIM MI= _ �I ►�iii.�Ci�i� `►��.Lt•�� r ' ' /' /' litlkiii .. �16 - �� ,L1ATE. to rwro zona _ _mem IN= MEM NMI MIMI OMNI MINN L ' kiih..., ► I . I. _...'llI CHECK PM IlNi rt. (21 _ Nl l2 (- ' (� ' IIIIIII PROJECT: 2099+1 N Q Cl. FIRE LIFE SAFETY PLAN my . A 01 2 SCALE:9rr•1ED / A KEY PLAN S 2 MI 3 _ + MN 44.4444..4444,4,be 131D44,0 - - - - - - - - - L,.;ii.„ Y csi 7 1 I i j I (?F pR1, II rs m ____— — R S : _ _ 4 1. , II 0 ---1-----1--TI _]J_LLLJ_ JJLJ_D J� - _ D_ - __ 6v p I a { 112110 Saber c, — J I( fI �a m0 Portland OR 97105 zoa �. \.,. -`„ / I "N *e -- TeL 503.221.1121 �. -- oPE: N. 0� f_ . . =s03111.1077 ° KEY NOTES �r� 1 I O 6X CONCR ETRANSFORMER PAD.SEE SHEET El 0 FOR 5 ® ak - N.,-� �' M. c�..'y� POLICEFAC,LIryADDITON O CONCRETE PAD. MEIIIF '�', �\J_ Q1 / i. '' - ------------------ '/'� [r--__`'''' ,� -1 I O CONCRETE PAD.PUCE 7IY mow EXISNNO CONCRETE. 0 l/ l,5 _ \ �� _ _. _.. _.. I II O6 oR2048 SIGN.9EE ODOr DISABLED PARKING STANDARDS V'l ® O OR2060SIGN.SEE 000T DISABIED PARKING BTANDMDS. / D 7 (-7) �.._' „EQUAI.9PACE8 OE711STRNiWALKroREMAIN.--_- It - -_® ✓Jr ^ % _\ O NEW BIDEWALN. SITE DETAIL --- ° I AOS b%a a% a%a O NEW CURB RAMP wrtN DETECTABLE WARNING e 1/Y•1-0' 7 � S -. v_. 10 DEMOLISH EXPIRING CONCRETE WALKWAY CONSULTANTS L_s�'� DD INSTALL SCO REMOVED FROM AREAS 0FNEW WALKWAY -_ I 1 I i « CONSTRUCTION TO MATCH ADJACENT LANDSCAPING J„I -- I CURB ACCOMMODATE NEW LU __+- N WALKWAYS AN RAMP&TO 0 \\\ l - ....' .? 1 O dS f L - _ - 1 / y B�' 12 881 1PIN EXISTING PARKING LOT8TRIPMO PROVIDE NEW CC ( f W I I _ I PARKING SUMMARY 19 r .Ls,1J -1_....}�-'-I_f- 0 I 296 TOTAL PARKING SPACES 4 W 1 m 7 ACCESSIBLE PARKING SPACES ~ �C 1' 226 PAR cPIG SPACES �C.D W 0 ryW�� CGc CITY HALT. PERMIT CENTER B, �. \ , 1 6..r0 ca0 U. 2 j' i ,aa W �.il 1-- o ::J-- L_ ( �r '� _ .��a�® r,� O • 2_s-�•' _. _ .-_..,- 6wxF�MDwvE6uaFACE O. y� � CI ,,, ( . 1: 0 : 1) (17_-)y- - *zE ' 1rL - _ _ .pz_ o C'_ __ U li .11 PROJECT NAME wort 1 1 'II Iy I 'EXISTING WALL V.---------i. O O FIBER EXPANBKkIJOBd N O O D I ` BL'B AZ. SITE PLAN - D D TER OC BOTH WAYS I COMPACTED GRAVEL SE:,.. o. 0 I FILTER FABRIC � D D 1 ate IS Juno zone. I'- -' ”:�. °III=1 III & • u4....r•-,.74f•T L �t iX i! L�•Y¢X24 III Cit�I II 1= , 1 r r , r i ! r r . r C CHECK PO • ,-7..w 5• •..� •� ��Y�t}"FiX�ir�ii a II I--'I I� - / TYP O 6 OO D _-_ 1 DRAWN Bk OA/ iItaI Italie/1'ems.. § I�Ia.I�I I f'-! lir— 1 /, r• • .}'• LY i 4-41= I 1111= k �� e • • •Illi Ii i. I�Iil lililili: _ /� /D , ” ,•,�.� .stir.�-•'.,B'. ,.r y�v+r •r;!1'4 --I II I� .� j I w �.. �.�. .�.a.. / 0 //. t t PROJECT. 2099e1 —111=i1 it ��. r TD.11-r -IT 11- 1Tr 1 111—II 1= I Ill ,t m �` m � "�"' 11=1fIITII�ITII= ' 111=11111111 r // % o t IIIII(IIII_ITi =IIICIIIITIrnl NEW o �/ o o ''-O =4111 I II 1= - - -- 1 1111111=Lir. 1111 A0. 3 DETAIL C3. SITE DETAIL I U2'•147 SCALE 1 U4"•1-0' -.2 NM a IIIIM.4 _arrow.rex two.r• Aut 3'0.' " ^;;*%tr:_ r l t a .. tn�1"'OF ORC�o GENERAL NOTES R S v 1. THIS DRAVANGINDICATES APPROXIMATE EXISTING CONOmONS.VERIFY EXISTING COND01OHS ONSITE. 2. PATCH AND REDD ALL DISTURBED AREAS TO MATCH n EXISTING UON. 4, - --ri momm— — - - ro WORN AREA I I - -"••�0 -- -IM - _ q -- __LI (1 WORKAREA h 43 ii T m® . to ® =o _1+—I i 1 1121 SW Suite 100 O � -=— — OM - - ____E________ v r — _ _ TP503 OR 97205 .. / \ t . . Tel.503111.1111 L '� C-J 0 ^ -� >-I L KEYNOTES(NOTALLNOTESAPPEARONTHISSHEEn Fox.503.221.2077 ° If` D 1 � I id I tO RELREABOYETO BE DEMOLISHED. EPP(,] 10 i 10 O' I I TO BE DEMOLISHED. l ® LIGHT FIXRIRE6TO Be REMOVED/RELOCATED.COORDINATEY`-' WITH HEDIRIdILDMVANGS. -- L---- )---.-_,.-7,--__ '-- 4O 10 10 I I 90FFlTABOVETB BE DEMOLISHED. � "-_=._:-.7.=_.=___.1-: I " ® SALVAGE OEfHEUATYIR FOR REUSE.._c.-=.�.� -- _ 10 N (� O O CONCRETE 814FFT'O REMAIN. II 70 I 7 GYPSUM WALLBOARD To BE REMOVED.COORDNATE WITH STRUCT1RtAL BEOUIREMENTS.SEE SHEET 84.2 ---..—_- ---- i O RBiBlLSEE SHEET 82.1 ,0 / COORDINATE DERIOLMON WITH irrRucrum. O SALVAGE DOORAND HINGES FOR REUSE.SEE DOOR CONSULTANTS I I II l... SCHEME. I •�Z�� I I 10 REMOVECARRETANDBASETHISROOOM.REMOVEADHESIVE W -.._... .\ 0 AND ACCESSORIES TO ALLOW FOR INSTALLATION OF NEW O 0CARPET. fl - 10 �- 11 RCA.fa+ETTHIS�OW FOR INSTALL ATION ADHESNE AND OF NEW (� 11 I— - IICARPEL N 1--=�] i i� 71LE AND BORDER AND BABE TO REMAIN. �/n IIS____ CC \__� II- __ _ -_ _ I-_ _._._.. I 14 DEMOLISH 9581110 ACT AND GYP WALL BOARD SOFFIT. O I P1 / l ____ ___ _-. ... ,3 OEMOLI&1 E70BIN0 OYP WALL BOARD CEIUNO. J O VO / 10 O O II I U DEMOLISH EXIa1NOACT TO ACCOLIODATE NEW 0 04 Ou.8 J ,0 ,0 I CONSTRXU t V a LL p - - - - --- - - - l'i :== 0 I 0. - I j --- - - O x° WQ W a 4 ' Q- R=�oi V�J � J go 4 Z ) [....." "'"':".. .f1, 0 j l ,0 10 I 10 n m — LEGEND I PROJECT NAME I 18 EDITING CONSTRUCTION TO REMAN. 10 -- 11-� — - I _ I - --- I ------ I ----- I — - - - =R F=0➢ODRDNATE WIOBE H AREAS OF NEW I I I I 4.. I I I O C F G H I I IDATE: 1a Jun 2004 N I CHECK PO I DRAWN SY: AV Cl. CITY HALL DEMO PLAN ED . SCALE:yr•1'-r MIN IVIOJECr. 203341 I r 4011 KEY PLAN _2 MID.3 _4 _cwiw0mwrwr►r . y� ► 3K.DY iiie Imo` // (14 oR# GENERAL NOTES R S . - - 1. THIS DRAWING INDICATES APPROXIMATE FISTING 4 J CONDITIONS.VERIFY EXISTING CONDITIONS ONSITE 2. PATCH AND REPAIR ALL DISTURBED AREAS TO MATCH O EXISTING UOIt /%� I \� I — \- — — /�3 w ;\_ \ j I II �� II I 00 a 00 O • /' / I ii (I l 13 a..rra llal SW Salmon a �_ �_ Suite 100 L_I J _J — \ I \ / I I PortTan4 OR 9720 .. f_ 0-7 fl p O O`i' -- _ KTel.503.221.1121 32 e IG (NOT ALL NOTES APPEAR ON THIS SHEET) MINI n I I I I I Ot REUTEA80VETDBE DEMOLISHED. 0 CASEWORKICOUNTERTOPTQ BE DEMOIJSHED. O LIGHT FIXTURES TO BE REMOVED/RELOCATED.COORDINATE WITH ELECTRICAL DRAWINGS" 4 SOFFIT ABOVE TO BE DEMOLISHED. I I I © SALVAGE DEFIBRILLATOR FOR REUSE. I F==- - - - - - - - - - - } - - - © OBNC CORETE SUFTTn Ram.L%\\J O Oj GYPSUM WALL BOARD TO BE REMOVED.COORDINATE WITH 1 F=1111-\ __� 4 1 I I STRUCTURAL REQUIREMENTS.SEE SHEET 822. O\ III' /O III \11 O COORDINATE DEMOLITION WRN STRUCTURAL \JAIL/ IpO� �\ \\ .. REQUIREMENTS.SEE SHEET 82.1. —�O� ; O SALVAGE OOORAND HINGES FOR REUSE BEE DOOR CONSULTANTS SCHEDULE. \\J i (DAI 1 I I I T 10 RR O E CARPET AND BABE TRIS ROOM REMOVE ADHESIVE CARPEO I I_� AN TACCE890PoES TOALLOW FORIN8TILLLATION OF NEW O 11 - - r--�'==$-= - -\ O - - - - - • - 0 11 FS TORPET ALLLOWFCRINSTALLATIONIS ROM. UOFNEW I.0 Q. - - II II \`` I_- I I TILE AND BORDER AND BASE TO REMAIN. a I■` Q. - 12 DEMOLISH EXISTING ACT AND GYP WALL BOARD SOFFIT. 0 m 0 MO � I�J� / I O /y U L`l- I 0 14 _ 13 DEMOLISH EXISTING GYP WALL BOARD CEMNG. CZ Z O 0 II I S I - 14 DEMOS NG ACT TO ACCOMODATE NEW CD 1� JJJ8CW7 J Li_J I I I V cam �' p 0 16 REMOVE ISBSTING BUILDINGCTION SIGNAGE•CAULK WALL 0 cr �_-------- - - O PENETRATIONS - __- C=- C__ _- _-__ ___ _ I _ _ _ _ _ _ _ _ _ O F- N. I 0 I I T I I I o 'Q. H W H 0 V OQ N U F 10 — (i)--\_ LC I 14 _ , 1 -- 1 I I I I = Cr UJ � - - -- - ____ _ -- 0. - - t-= =----==- - ' - - 1 1 I - I - I 0 LEGENDum 170BTIN0 CONSTRUCTION TO REMAIN. PROJECT NAME 1[ CI — — — — — — — — — — — — — — — — — I q F=CONSTRUCTION TO BE RETAOVEDIDEMOLISHED. I I I I I I I I \\� �00RawnEWITH AREAS oFNEW LONamucTKx+. I I I JCID M Cl.) O O O O I I I DATE 18 Juno 2004 N I CHECK PM I DRAED WN BY: DAJ Cl. PERMIT CENTER DEMO PLAN 3• _ ... SCALE M .1w� PROJECT: 203341 CITY14411 it �j' A1. 2 KEYPLAN 4v,D 14e, W PAUL I.BOUNDY t 1K. n GENERAL NOTES R S 4 . - I. PLM!WALLS SHOW FRAMING ONLY UCH WALL FINISHES .1 ARE NOT SHOWN. ei 2. DOOR FRAMESARE"'FROM NEAREST ADJACENT . _ PERPENDICULAR WALL UON. 13. . 1 I 3. SEEN FOR FIXTURE MOUNTING HEIGHTS,UON. I C © n • - . - Q 111.111..-.11.11.-1117111111111111,6_ 28 - _ WORK AREA - -6 BREAK . WORK AREA 126 11=3.-TK Vi --_= 1 HAS AVs , / m C 1121 SWSohnon Suite 100 O — _ ��1 126A I - � — ---- - _ a.I I - I ----2, — — Portlan4OR97103 �. -- rTd,303.121.1121 _ BTQQA�7 ( Far 503.221.2077 0 127 �I IA31 �\ - — --- KEYNOTES Mi p - ., III - O, CARDREAOER.SEESHEETE3.1/3s WORK O2 ALIGN WALL MATH EXISTING MULLION. tat IN J IA - �-��_---_ O SURFACE EXISTING WINDOW REMAIN.PAINT INSIDE GLASS r__ _ 1 SURFACE MACKMACK SEE 91/A8.2 / HALL HALL II O MOP SINK SEESHEET P2.1 ( : IX 172 i1=--------- -� ft O ammo MECHANICAL DUCTTO REMAIN.---- ^-\4=_/--_. I O INSTALL.5/8*GYP BOARD OVER NEW STRUCTURAL SHEATHING. NINNN I I � O7 DEFIBRILLATOR.DEFIBRILLATOR.` I I .- --- O PGAUHUT�REPAIR AS REQUIRED To MATCH ADJACENT OPEN OFFICE N1'1 1218 D - / OS EXISRNG ROOF ACCESS LADDER commas 1 I up 121A - '.1r I 102 ® DOOR OPERATOR BUTTON. • _________I ��--cc-+� R, II I I 11 PROVIDE VBpN OBSCURRING FILM TO INSIDE GLASS W 117A ,, 118 /---_117A SURFACE,FULI.HEIGHT OF WINDOW. 0 117HU � . - 12 PROVIDENEW HAM END PANEL ATDEMOLISHED m1111 1028 CA8EW078f min ne 1i9 1 4. _ =----�! -.. IL-..- ' Qct: a IIIP {jl LEGEND Z IL EIATNG CONSTRUCTION TO REMAIN. Q I �<9 O ■o CONE `'°"f I Syr STORAGEI �� 1��(.9 V m I o II .— _�I _ - 1M _ ---- - - _ � NEW CONBTRHCTION. U. `�' 0 '+.1 0 V PAITTIAL HEIGHT WALL O � -- ALIGN F - --- W � �.� lac btlf! en , Abs f V N Q ___/ �' -\ J 4'1 1 ALIGN 4'41 1 i "1 J " 1� ...111 A = c:c - .....44 — __ S I M0 I I v O'FF7F7CE 3 �$ \ t�: �.VESIDKE _I, WS Of7715 1J ofor I — II wr OM PROJECT NAME I I I TO - — - ----- --=— =— --= R-__ fo�-- — — — — — — — 1 1 1 1 1 I I A O C F G H 1 1 I DATE: 18 Awe 2004 N I CHECK Pla I DRAWN BY: NJAJ Cl. CITY HALL FLOOR PLAN ED IISCALE 11r.1'fi PROJECT. 203341 r; 211010 A2. 1 44-4 KEY PLAN !2 M 3 — 4 _.gq..z......a ha �5��ED Alpe, - ULA:r NDY /►3o-' cP ++ GENERAL NOTES R S :. © U 1. PN WALLS MIOW FRAMING ONLY UON.WN.L FINISHES ti ® DARE NOT SHOAL © B'J' y 2. OORF JESARENLRO/A NEAREST ADJACENT n CrN. I I I I _ f 3. SEEMFORTI/CAROFIX JREMOUNTINGHEOIITS.UOR // I A t0 r-'1 r—1 OFRCE -WET,— 1 --_,--,(i.)-.J i J L---.L 1 n _ n I - ne 1 © aFrA I I h OPEN 11 1 A OFF . 4E8T7BL N _ 174 I Ili NO/e( © "fel 1111 S7VSnMwn te Cr , r -I — g o + Portland,OR 97205 J _I� 0 0 © J I �. ® • I P �. – �r� _ + 4 Te1503111.1121 'J 1 © VAuGN C� _ UT A3A 0 0 1538 0 'A 0 'A 0 Fac 503.111.1077 b Oq O l f ^ no M o ■1 n '1{ KEYNOTESIIIM 1I LOBBY 0 CARDRPADER.BEESHEETE3.11E3.2 Q '4J_ I 1 I I KION WALLWAMDOS'tiN0 MI8LION. COPFERENCE182 a I b' O SURFACE BLAL'ACSEE BI/M2 �rM{ �/ I ® EXISTING WINDOW TO REMAIN.PAINT INSIDE GLASS 1 O. AWN 16 L_ P►i — — r I t�4 MOP SINK BEE9IEET P2.1 �- 4'. I I I - I 1 © EXISTING MEpMBICAL DUCT TO REMAIN. �i-- - -t - - - - - - 0 ® INSTALL Mr GDPtLOARD OVER NEW STRUCTURAL — - - I'� SHEATHING. t. 1 0 3Yg11 4 ^ TT I O DEFIBRILLATOR �^ I I .i1HH / d I a 1 I O SURFACE. REMORAS REQUIRED To MATCH ADJACENT t N e„ ��_�� n OF6V0 EXISTING ROOFACCESS LADDER. NM CONSULTANTS ®I + _ . CoZM, I . OJT 10 DOOR OPtRAT4,BUTTON.1 I ( le I4 A3 I e I 1N -� I I ti PROVIDE.FIALI BBCURRINO FILM TO INSIDE GLASS W MEN + e SURFACE,FlAL1ElOHT OF WINDOW. O Z '� JcT OPT – B l _ —---- — - I} - - 4 - - - - 0. 12 PROVIDE ANA END PANEL AT DEMOLISHED �• n r LaLI 7-5"-If 1I07 ` 9 n. IBREAK —4 O I i1STm T 37 cx N phi® NALL — 01LEGEND _ w wo 1;, te6 ELATING CONSTRUCTION TO REMAIN. Q Z �8 O I _ I I -" I I � � V m u' Vail...-. CONFERENCEO NEW CONSTRUCTION. ° CC tfil O \ I PARTYIL HEIGFIT WALL O W — — — — 1 C'�'�_ _y — eraaamy =cPr — — — — — — — — — —1_ j— \�Jll 3 L — J — — — — — —. _ W c� Z 1 1 % I I ALIGNoil L>< e i _;� -- ..I I O V0.5 ti � W♦ JAN IA ff 1 1 V 81 i lel __- -- -- - .JJ " 0 0 z Z 1 1 I r_�w- I I I W ii e (7)/ e 1 1 � _� — — V CL __ - 1 -- . _ 1 I - - - O PROJECT NAME I I F _ - 0 I 1 1 1 1 I I 1 1 1 I 1 1 K M N CD' C CD' 1 1 I DATE: 18 Jaw 2004 N I CHECK: Pre I DRAV.W8. DAJ Cl. PERMIT CENTER FLOOR PLAN SCALE:ve'•1'a' _ — PROJECT. 203341 I. 1 =wart /01'; A2. 2 KEY PLAN MI 2 =_3 MR 4 MEM ewer.aft1111.01.1%Ne - C`i ., it t0 NDY C'tl 17 3,n- OF OP R S r. ,, ow J �A ° © 1121 SW Salman Saito 100 — Portlan4 OR 97205 - Tel.503.221.1121 tl KEY NOTES Fat 503.221.2077 NE Tr Q ROOF-TOP HVAC UNIT. - o O PREMANUFACTURED LADDER.SEE DETAIL C2JA3,1 - 0VERIFY ROOF ELEVATIONS. 0 O EXISTING ROOF ACCESS. ❑ O REMOVE CURE AND PATCH ROOF. ° © EXTENT OF NEVI OF ROW. ❑ O WALK PAD. / ❑ o .. c.Pa Q 0 - CONSULTANTS r0 ❑Iy�� W 0 ❑— 0 � /'� 0 Z �,� ' o p1Y/WL i � �, •a❑❑❑❑❑❑❑❑❑❑❑' 71❑❑❑❑❑❑❑❑❑❑❑a❑❑❑❑❑❑❑❑❑❑000 :❑❑,. /,�� W a MOWN w ar el 0 ■':i 0 KEY PLAN QM Q u- o a � o O oU" w ow OC c.) mo Et u. d - W O UR Z s E MN PROJECT NAME 111 111 LADDER-BET IN � SEALANT --1111111111.111.-It NEW FLASHING (E)ROOFING PARAPET iT I DATE: 1e Juno 2004 ��♦1.- N I •�♦�♦��♦�•�•�•�•�♦ CHECK Pre DRAWNer. DAr MN PROJECT. 2033412033410 - NEW♦x BLOCKING j I111#7 Mj sELVRETODEOH __- Cl. PERMIT CENTER ROOF PLANED C3. ROOF LADDER C3. ROOF-LADDER CONNECTION SCALE Fr0' SCALE: fir•1'-0' SCALE:T.TO A3. 1 -T M �' I'' 3 y NDY . e \ —\. 3. ei e'�' . 2.42 , 20 , R S w • ce •.\i.., 4- 1 \ , es I IT: — - 1121 SW Salmon 1 ? ,,,, Suite 100 ® © e -- - - -- Partbaad OR 97205 .. niEr ___________________64,4 -- OPEN __ 1 Tel.503.221.1121 o OPEN- ---- 1 Fac 303.111.2097 ! ,CA SI IA in AM Xrk I MIR T. ICY (3 \\ 4•BAC/S WNN `\ AND RETURN) - 4 / . 1 .as ` e® I /'> INE WIieasaaeiiaar�n�o �i a nanell li L—. I Nom/ - - - - -- / 010 Il e tee tee U BRA. TV-yIll . A r /' me NE RUBBER BASE' oI� BRACE j MN RUBBER AI .. .♦ B I C Al. CITY HALL DESK A2. PERMIT CENTER DESK SCALE:114.1W SCALE VC•iW ME CONSULTANTS 111 is W O � cc § Q2 ° 0n nnlip! L 1 . J Wm% \ % \ % \ \ pc.) 144 W i v v v \ >� O v) \ 11 / \-1i /�\� I—/�•\ II /y —gym 1.1. Cg Q U _�r---‘.7. —r-- --\/= b as W 3� ,V .v ,v V N BRACE ......C y (n 4EQe _IVY J 419 'MU' II' 4.111nrAIMI 0 10 " W B3. PERMIT CENTER WORK 171--BID ALTERNATE N0.3 B4. PERMIT CENTER WORK 170 W Sr-enc,1/4'.1,0' SCALE:1/4'.f-0" 1..: 1 PROJECT NAME 1 1 LO, RS I I I 0 I VERIFY I WOOD BENCH I Ell7 I ®�_ . � I DATE: TO,A. 2004 June fivE9 .�.� I I CHEW P18 Wel4 BACK8PLASH Ew I DRAWN BY: oar e 91? , ® ._.._�_ CIS_ MN PROJECT. 209941 leg_OM I`■�P�M �I,��{��, I M'inMmII WALL BASE m m II1.r(S EQUAL) I. ndlr A6. 1 Cl. KITCHEN ELEVATION C2. LOCKERS AT HALL 158 SCALE ,Ar.1W SCALE: 1/4'•1W — 2 MN 3 M.4 OM owe.iowus.+rr". W UL •OUNDY t.�,,5 LINE C7r Wt t t SEYGN IB7 ..__.-.__. .._.-LINE CF IVI..LL 8&YgND I ♦ za• i as I BACKSRETURN BApWPlASH / 1'a• / R S PLASH I 1?DIA.WO BULLNOSE,` t o / t V7 DIA.WD BULLNOSE, 'iTYP PtAM n. ti TYP 'EXISTING I" EXISTING It HataPAWEL dm ,� dtOMMET _ f PM1EL. HLINa C ! f ! CONT STIFFENER I I DIA WO BULLNOSE.1YP ••- PR<NCN C1 1 \ 11I MUCH GLCA.TS I. i c •{ II III .. . A V • , D n , � 801 i . �I EXISTING CONSTRUCTION • ? PlJSLiG STDG � U3 TiJfSLlG SIM: 1121 SW Salmon FILE FILE / ALE {`'1 Suite/00 . _ _ _ _ crF3 _ ,i :f /�a1�BEa SASE RUBBER BASE Porf(an4 OR 97205 "'- ^�' ..._ 1 - 9 I i......___---------- �/ TeL 503.121.1121 b f ___----r Far.503.111.1077 I-a•_ `—RUBBER BASE i , .I RUBBER BASE fl ��I�---iii ,�r 7-0' f Al. CASEWORK SECTION A2. CASEWORK SECTION A3. CASEWORK SECTION A4. CASEWORK SECTION SCALE: r.iwr SCALE: T•1'.0 SCALE: 1 I O - SCALE 141'-0' q 1 , 4 7y _.:.kms"_ t'_-.. t I`<.-._.... -"-4, 1, ;—�.a 1?I. t 11Y DIA WD BULLNOSE.TYP !__• . �....-....".. { EXISTING CONSTRUCTION —� �� I �•"' I �� • 4 11 DIA WD BULL ADJ SHELVES(2) CONSULTANTS 1r NOSE.TYP .I - \ '1 f ;; T�. N I '; -�-'L PLAM1 ON SUBSTRATE ♦--Iri5^ 4-�� B entraal r =r541.1=44',',.",1 r 1F EA 810E AT B2A7 ONLY J PaNiINSIDE GLASS SURFACE BLACK �I •I O „...1-13,-.-----n"--_- -7- JJJ1. ytz. BATT INBUlAT10N - j'i e I h' DRRAWER e+'c* I ' ! �;.�i is i y S.0* y/-1 Ifr DIA.WD BULLNOSE.TYP 1^1, Q ::q Pure Y(? 0 .! l -'� _ INSET MTL STUD WITHIN EXISRNO r _l- l ge Cr•P•% .. lGYP BD.INSTALL FLUSH WITH EXISTING SURFACE _ ,! � � ...... .... ..... --= '� Qir .__ .. 1111 1.4 oZ� o EXISRINO WINDOW FRAME ,III 4 7q I ii --..-- V s • I gih oow co S N BnBRacE� �� Uo q N I s . B4. TYPICAL UPPER CABINET 4. B1. WALL AT EXISTING GLAZING I ' SCALE +-+ Z W SCALE: t••i o• RUBBER BASE RUBBER BASE �•_•9 RUBBER BASE I1� �S(7 O a y� pi V. Al/A2 B C Jgn 4. 24"CLEAR , B2. PERMIT DESK SECTION _.. SCALE 1••1•-0' IIII v ADJ SHELVES PROJECT NAME I I I BACI03RABH RETURN IIIIIIIIIIIIIIM Tl, ♦ 1 tTC DIA.WD BULLNOSE,TYP I ♦ tI ./ iiii- I�- t.1 —;;: SINK I CHECK: PIS ADJUSTABLESHELF I'.. I DRAWN BY: oar IS MIN tv SINK II "..0444441444.44.444 PROJECT: 203341 RUBBER BASE RUBBER BASE RUBBER BASE RUBBER BASE 11 1 III .11 Ill 'CI Clill Air dalIi♦ �li ille A6. 2 Cl. WORK 171(BID ALTERNATE 3) C2. TYPICAL LOWER CABINET C3. LOWER CABINET WITH SINK C4. RESTROOM COUNTER SCALE: 1+1'•0• SCALE: 1y1'-0• SCALE 1,4'-0• SCALE: NTS MI 2 7 - 1 raTp.•murwurwr ?‘.°; — — — — — — — AUL :OUND00NY �C�^i /' H 1111 1111111111111 Iddlill I tA, I R S u 4 I— 1 1 1 1 .1 Li r a i� vs•snGUSSET BaTEDrooB1 STUDS • 1H•HOLES-SCREW ATTACHII PIAN _ COUNTERTOPtr r m 3 ,Ij ALIGN DOORIREVEAL EXISTING REVEAL 2' NOTE:PROVIDE SUPPORTS E 1 WITHOOSTINO REVEAL AT O.C.MA%SPACINO `r�� Q U.O.N.ON PLANS are•ROUND X3LAG BOLTS Soos.,.n INTO WD BLOCKING IN SIDE WALLS r-0'CLEAR ,. Su1111ite 100 wale I ®.■l ig IXIBTING TBE BASE Mill '� 'r Portland 0197205 •-•� � ' Tel.503.221.1121 3 Mil ADJ SHELF Fitt 503.221.2077 h Al. COUNTER SUPPORT A2. PLAN DETAIL A3. TOWN HALL ELEVATION am D SCALE: NTS SCALE r•1-0• SCALE: 1M••1'-0• EXISTING ROOF MEMBRANE 1 II t♦*♦♦��`♦ ., NEW NDEXI TNG T MEMBLD TORANE „E" : .--.��. ��...._ NEW AND EXISTING MEMBRANE r;pwri+:= �� ♦�� 4r• 1, ovE►,oFol .O ♦00i♦ ♦i♦i♦00i '°. '♦� ♦♦ ♦_ ♦ , ADJ SHELF TERMINATION BAR .►��,.�• -��►��i• EXISTING MULLION •_ 3 • �_. NEOPRENE EXISTING INSULATION ACOUSTICAL HM PRAME� ..... -... .. L -4 ME CONSULTANTS 1 El II NEW ROOF MEMBRANE.LAP NEW WALL ....:.... . OVEN OF01 '� UNDER EXISTING ROOF f IQ MEMBRANE ATTOP OF WALT. 'e O I'' '/ W I ADJ SHELF CI EXISTING ROOF STRUCTURE J� ' ..... ',,. _ —, ¢Z _All V--♦♦i♦-♦iT►i♦---- �' 3I4' / Q 2 ,1a°, ♦0�� ♦`��• .8 : itl TRIM REVEAL) 0 V m CO J _ _ RUBBER BASE 0 cz EXISTING INSULATION / TOWN HALL BIDE I II 111 a I— I 0 W =qx w B1. ROOF DETAIL B2. PLAN DETAIL B3. DOOR HEAD/JAMB DETAIL B4. KITCHEN OVEN CASEWORK SECTION C.)°a el SCALE.3*.V.EY SCALE: 3••1.0 SCALE: 3••1'-0• - SCALE 1••1.0' - '.', M MEW MECHANICAL UNIT+ CURB AND FLASHING TOILET ACCESSORIES (j (E)PLYWOOD SIDING 0 0 TOILET PAPER I TOILET SEAT DISPENSER OL MI PROJECT NAME P.�.�.' OALV COUNTERFLASHNO •8ANRARY NAPKIN DISPOSAL 9A I,�:�.1 `A SEALANT Z. 26 TOILET PAPER ITOILET SEAT DISPENSER. L - _ I � ♦♦ CAULK FASTENER HEAD OR 3 PAPER TOWEL DISPENSER NENUROVEIASHINO ►♦♦ I 0 -- I 1i I CONTNUR OVER CURB• P'4' 0;4,' RENS OR EPOM WASHER REUTE AND O4 SANITARY NAPKIN DISPENSER. S' so 7-r 7.1•�1 HEAT BFALro(E)ROOF IT ►♦♦♦� 1 FASTEN ATI70.C.. Sre• STOP SIM Np ►♦♦♦♦, :'� SEALANT r h 6D 36'ORAE BAR 42"GRAB BAR an I O CI-i rp ©� r4 J ►��i1, .;b BONDING ADHESIVE -,� ©MIRROR 2A•X3r(4TOTAy ; C It A III I\04 I� i�� SNOLEPLYMEMBRWE - T(©-- I L��J� J �( i.. gg'II EXTENT OF TILE L• .,NR WELD ; WANSCOT TO 48•AFF T `"-- - 111 �1 I DATE:. 18 Juno 2004 �i♦ice-♦•♦ii %%%i%♦ ♦�% %� �i 1 1111 iii �p L10L� W :"iiiiipir. ♦ ♦♦ ♦t♦♦♦♦♦♦♦0 /� r p I I DRAWNBY ON • ♦S♦♦♦♦,♦♦♦♦♦♦♦�♦♦♦♦♦♦♦��.�� ro 303 1 r-r rr CM ♦ ♦♦♦♦♦ ♦♦ ♦♦♦♦ FASTEN INTO i ♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦- I BLOCLo40 HM FRAME a I' \ MC / i J� MI PROJECT.' 203341 (E)ROOF+INSU INSULATION > CONSTRUCTION GYP BOARD — , - v NEW WOOD STRUCTURE a •ROOF INSULATION - 1 ® AIL . C4. ENLARGED RESTROOM PLAN A6. 3 6 3 Cl. MECHANICAL CURB C2. ROOF DETAIL C3. TYPICAL DOOR FRAME HEADVAMB SCALE 114'.1,0* SCALE 3T1'-0' SCALE: 3'•1,0* SCALE: 3••1'-0' N 2 — 3 _ 4 _o.A.•muom..... vtiS�,V,D 4�cA GTJ PAUL I.:. NDY tx, coo t►31 .i PI!4 et OF 0 R S GENERAL NOTES h 1. EXISTING FIXTURES ARE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL,ELECTRICAL AND SPRINKLER n u �.� u / ��_!'� - / .EFAJ 1I� L- �^ IA I DRAWINGS FOR ALL CEILING FIXTURES 6 TYPES. . - _ - ✓ Cr I !•' - - _ _ in 1.....L.6.--/ L-_ ____.___-.-__._ _- _ -- _ -_______- — 2. LIGHT FIXTURES ARE SHOWN FOR REFERENCE ONLY. y. © T�. �_ -�_ - .__-._ •- _ S�E2.11E2.2 FOR FIXYURE PLACEMENT. .Ylr -'- �t - __- S. CEILING HEIGHTS ARE 9-0'UON. � / ti WORK AREA _- --`-_--_-__ -=L-J_- r'®, 1r4 LJ O 1 I t�� WORK AREA x -- _ LOBBY--- • ° '°' 1 VESnaoro n _ f i o o o 0 0 0 0 o f -- — — — ---__ l s'nri(r� 1121 11000satmwr -- • •.:• o ;1 --_..__ LL o 0 0 0 0 0 = — PortlarldOR97205 �. I — Tel.503.221.1121 d ��— —_--_=_— —:__ L I z• NDY OFD. R S GENERAL NOTES h . - I. EXISTING FIXTURES ARE SHOWN FOR REFERENCE ONLY. EXISTING SOFFIT - - SEEIECHANICAL,ELECTRICAL AND SPRINKLER A DRAWINGS FOR ALL CEI NG FIXTURES I TYPES. • I 1 I _ 1 -.: ---Q'-.-4--`'--"---,"----e--___ �` I I 2. UGHTFIXIURES ARE SHOWN FOR REFERENCE ONLY. ¢ ,.i'- '�--+-'�-_ 13 '&�-�:_I.; -','7, \`�\` SEE EiLE2.2 FOR FIXTURE PLACEMENT. --�� 3. CFJLNB HEIGHTS ARE IF-0.U014. ^. �' o ••U _ _._._ ____-:=4,==-...-7=== - - - - •,;a.r� __, © 4. SEE AI,M,BI ON SHEET A7.2 FORTYPICAL CEILING q _ I� - MI 12 0O I�" II DETATISAND NOTES, �_ _ I -® �I I 1M. 6 y MIN MI plat I h OPEN VESTIBULE oEXAMS "ft ■ �\ 1-I ullsw Salmon fig ` �-- _1--IIL Suite 1007 IO o L �O_o_ r_O t; o o u 0 Portumd OR 972 05 � NIIIIIIIME .__ — — --7�si —J��.. + H I =-- O Tel 303.121.1111 b 2===_ sill MIN _ . 503.11 077 A MINI !I it !Ii 1116 4. r— § g I I , :�!1 :0. 0•• 0- I- I 1____11—_1L_� 1 11 ll 1 d t IM II — — — C:= — — — — 0 ME 114 I1 I I�IIIIIIIIIIIII I II�I11iII�B1 1 I�1� II 1i 111111Mill IleMIMISI' 11111 III . Cq III .1 III LEGEND No CONSULTANTS ,:...'::::.•. :.•:..,'••, 11111 1111 11111 II I in_ I -t.._1 _1 REMAIN.CEILING GRID,ACT AND LIGHT FIXTURES TO W .... 27(4CaIN0 GRID.ACT AND LIGHT FIXTURES. ■II■�■I ND. E 0YP CEILING SYSTEM. TED ONE LAVER GYP. ' _ :•BD.SUSPENDED�80FFROR NONRA W /,1 limn"L CZ • '�_•-,-,-'• �_'—,�' ,_,_' I O BD.SUS ENDEDTFIXTURE v ----.1 '��" �.. . _ _ { 8 RECESfED LIGHT FIXTURE-WALL WASH a! 1Z L ' IIIMMIIIMII l� I;- _ -E� (D IIIX W a w 0 ■r!c!■■ e� 1 -.._.I I milillitme MI 111111M IIIII t 11, m co.. - �Iill�r �iliri�° i El — 1_1 11111 ifiRiN/INiiN6 I I _I TR _--1 _ �� IL___ If _ I � S ees— NI ■■■ EL I "CS s ,+. —� VOLTAGE 01 BID ALTERNATE(INSTALL CELJNOORID p� ,Colin F+. fro -�+_� AND TiLEAB INDICATED N OPEN OFACE JAN f0 _ ■_■II -_- _:-_ ---.-1- Teo ANo lBr. J �, V O SET BOTTOM OF CEILING Ir BELOW Q I I I BOTTOM OF PURLINS-WITCH SLOPE OF Z Z STRUCTURE cs w — il CC 'IT "It ii n Ir --- --' -t - - - - - - - 0 me PROJECT NAME - ' I I I I I I I I I J K L O N O PO O O I DATE: 18 June 2004 N1 CHECIO PIS I DRAWN BY: OAJ Cl. PERMIT CENTER REFLECTED CEILING PLAN SCALE: fit••1'O' 1 - PROJECT: 203341 CITY,,,LL ! , A 7. 2 ria • KEY PLAN M 2 km 3 4 new•z•m.•sr =MORAL HANGERS MI MEMBERS BLDG SIRUCTt( ULI 1NDY t1 W/M r OF PERIMETER COUNTERSLOPE HANGERS ff 4 17 SEISMIC JOINTPLUMB MORE THAN 1:80Uf� RRAN ,OREGON • WALLS TRAPEZE HANGER WINES 0 t�� MAIN NSI RUNNERS CWI I/12 1YnEa QomIL, �.\.i VPVP �'OF Ol��o ri ��;4 4 , — \\W / 11 ,� R S 1 / Si \ 1W r r, r H ,� �� o ea 1w' r-0' tL ,� / to a MAX ,2-0"O.C. _ / © .. PROVIDE(2)SLACKWRESTO TMP EA.FIXTURE.PROVIDE / •,. POSITNE CLIP FROM Irl i FIXTURE TO MAIN RUNFFRB. DETAIL KEYNOTES 45 LATERAL BRACT <SYSTEM 012-0' FIFO RE WEIGHT LNOT TO ` O \vs 014. 12-0" P0"OC x1 STRUT .. O.C.EA WAY.BEGIN BRACING WITHIN 12-0'OC TYP o BMEMEEER.BRACING OF PERIMETER SYSTEM CROSS MAIN RUNNERS W/412 WIRES © O VERTICAL HANGER WIRE , INCLUDES COMPRESSION STRUT VO TO STRUCT O4'-0OO.C. 1YP (1)HANGER WIRE THRUCTR B(4) 0 HANGER BRACING SPLAY WIRE q WIRES SPLAYED IN(4) CROSS RUNNERS FIT DIRECTIONS 6145 MAX. BETWEEN MAN RUNNERS 1121 SW Salmon Suite 100 Portland,OR 97205 ,. A3. SEISMIC CEILING ASSEMBLY A4. CEILING GRID Tel 503.221.1121 4 SCALE: 11/2'4Tfi• SCALE: 1 112'51'41 Fax.503.221.2077 MN -,---- -,I BOTTOM FLOOR OR I 0 ROOF CEILING ASSEMBLY ,„., —I4METAL CHANNELS 45/AMAX O15 OC 15'h AJAX / ,II „ ,„i 4 W CONSULTANTS ..-. ., ‘.. . . „. 0( iiii -.,,... c „.. MINIMUM(3)TURNS OF • 401 �I WIRE AT LUNG W `' - WIRESUSAT CEI MEMBER ' �• AND SUPPORT N w r^ CEILING SYSTEM 2. �i LyL v J \ GYPSUM BOARD SOFFIT / , . \� /y 14 �Z 4X z 8 g4 1 FACE OF WALL WHERE CDw 4 SEE RCP FOR DNA OCCURS C) m C W J° B3. TYPICAL SOFFIT B4. CEILING GRID BRACING 0 Z x Q 0 SCALE: I IJF.I4F SCALE: 1112-P-0' W 3(7 .:... V co P J .`+a- 0 fr DEFL CTIOWHEADJ U N. • PROJECT NAME ACOUSTICAL SEALANT 3 VT MIL STUDS I ♦ / I INSTALL GYPSUM BD AROUND OPEN-WEB JOIST.TYP-/ ' .• fir GYM. I METAL EDGE ANGLE BY 1 CEILING MFR. EXISTING OPEN-WEB JOIST , J'' ♦- b - FlN CE81ND • • —— iI DATE: II June 2004 ACOUSTICAL SEALANT ♦ FIN CEILING }{. I CHECK: PM \ ..:______.::- I DRAWNBY: DAJ NOTE: ALIGN WI FACE ¢ SEE PLANS FOR NMI PROJECT: 203941 <G WALL BEYOND 11 WALL TYPE AND P BRACING C2. CEILING DETAIL, ) C4. GYPSUM BOARD SOFFIT AT ACP A7. 3 SCALE: 3.41'41' SCALE: 3"41'-0' — 2 NN! 3 ME 4 NM<1•41u4.m.us.ew.. a c ` rim `c ABBREVIATIONS STRUCTURAL NOTES IEXPIRAi10N DATE:6-30-Dt A.B. ANCHOR BOLT R PLATE ' ARCH. ARCHITECTURAL PL PLATE GENFRAI P.P. PARTIAL PENETRATIONNjujol B.F. BRACED FRAME P.T. POST-TENSIONED (AT CONCRETE) 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998"OREGON B.O. BOTTOM OF P.T. PRESSURE TREATED (AT WOOD) STRUCTURAL SPECIALTY CODE"(1998°SSC), 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 H 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. q BTWN. BETWEEN REINFORCING 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS, REINFORCEMENT DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER DRAWINGS. b. 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 COL. 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 CONST. CONSTRUCTION SQ. SQUAREQUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT CONT. CONTINUOUS SPECS. SPECIFICATIONS SAME AT JOBSITE. q CSK COUNTERSINK STD. STANDARD C.P. COMPLETE PENETRATION STGD. STAGGERED DESIGN LOADS - q C.I.P. CAST IN PLACE STIFF. STIFFENER SYMM. SYMMETRICAL 1. ROOF LIVE LOAD- 25 PSF ti DET. DETAIL 2. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC DIA. DIAMETER T&B TOP AND BOTTOM 3. UBC SEISMIC ZONE 3 a, DIM. DIMENSION T.O.C. TOP OF CONCRETE 4. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING DWG. DRAWING EYP. TYPICAL SYSTEMS OF THE EXISTING STRUCTURES. THE 1998 OREGON STRUCTURAL SPECIALTY 1121 SW Salmon DO DITTO(SAME) T.O. TOP OF CODE WAS USED AS A GUIDE FOR THIS WORK. COMPLETE CONFORMANCE TO THE CODE IS NOT INTENDED. Suite T.O.S. TOP OF STEEL ., EA. EACH T.O.S. TOP OF SLAB (AT CONCRETE) ST$(1CTURAL ENGINEER'S SPECIAL INSPECTION PROGRAM Por!lan4OR97205 E.F. EACH FACE T.O.W. TOP OF WALL EL. ELEVATION Tel.503.221.1121 b E.N. EDGE NAILING U.O.N. UNLESS OTHERWISE NOTED GENERAL Fax.503.221.2077 E.S. EACH SIDE p E.F. EACH FACE VERT. VERTICAL 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL gm E.W. EACH WAY V.I.F. VERIFY IN FIELD SPECIALTY CODE(OSSC). EXT. EXTERIOR 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE Z (E) EXISTING W.P. WORK POINT COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE EXIST. EXISTING W.S. WELDED STUD PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. QQ W.W.F. WELDED WIRE FABRIC 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: F FIN. FLR. FINISH FLOOR A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE ys F.O.C. FACE OF CONCRETE LOCAL JURISDICTION. Cliv,�,-S g F.S. FAR SIDE B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE z FTG. FOOTING APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TOE Aa n F.W. FILLET WELD THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF ,,� F.P. FULL PENETRATION UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. -" • C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION ��// GA. GAUGE TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND(OTHER i GALV. GALVANIZED DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE I�a& I" G.L. GRID LINE CONSTRUCTION MEETING. Cl)f2 m H.D. HOLD DOWN D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK (JP"' H.D. HORIZONTALDDOW REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S Z H.S.B. HIGH STRENGTH BOLTS KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS '>,�` AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. I.D. INSIDE DIAMETER 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: MN 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. .,� MECH. MECHANICAL D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL (u MIN. MINIMUM INSPECTOR. Q MISC. MISCELLANEOUS 6. DEFINITIONS y MPCW METAL PLATE CONNECTED WOOD A. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME Ill INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION Z" F. N.I.C. NOT IN CONTRACT IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. No. NUMBER 7. TYPES OF WORK THAT REQUIRE SPECIAL INSPECTION Q w H N.S. NEAR SIDE N 1. ADHESIVE ANCHOR INSTALLATION PER ICBG EVALUATION REPORT OR EQUIVALENT- CONTINUOUS Q a. O Z (N)KT.S NEW NOT TO SCALE CD O.C. ON CENTER FRAMING LUMBER44. Q O.D. OUTSIDE DIAMETER 1. FRAMING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE Z Q (�. OPNG. OPENING O.H. OPPOSITE HAND MEMBER VALUES. O Q O P.D.F. POWER DRIVEN FASTENERS 2x4(NONDS BEARING PARTITIONS) CONST. GRADE, D.FIR/LARCH, S.DRY, Fb-1000 >,so y Q V STRUCTURAL LIGHT FRAMING NO. 2, D.FIR/LARCH, S.DRY, Fb-875 ,",j C STRUCTURAL JOISTS&PLANKS '+ N .. ir (INCLUDES 2x6 & 2x8 STUDS) NO. 2, D,FIR/LARCH, S.DRY, Fb.875 V Q 4x & 3x MEMBERS NO. 1, D.FIR/LARCH, SOON, Fb-1000 (/� POSTS& TIMBERS NO. 1, D.FIR/LARCH, SOON, Fb-1200 Z 4x & 3%MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE AND SELECTED FOR APPEARANCE 3. PLYWOOD SHEATHING A. G1.RA WALLS-- 1/2", "C-D", STRUCTURAL 1, INDEX 32/18, INTERIOR APA WITH EXTERIOR GLUE V B. NAILING REQUIREMENTS 1. NAIL SIZE-- USE 0,146 X 2 1/4" GUN NAIL 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS a. PANEL EDGES 6"0/CSHEET TITLEb. INTERIOR BEARINGS - 12" 0/C - WALLS mil c. GLUE LAM BEAMS, SHEAR COLLECTORS&ETC---- 6" 0/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. 4. JOIST HANGERS AND FRAMING CONNECTORS DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER CEO RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBG APPROVED LOADS. THE MAXIMUM GAP BETWEEN I END OF JOIST AND SUPPORTING BEAM SHALL BE 1/4". SUBSTITUTIONS MUST BE APPROVED BY THE I ARCHITECT AND HAVE ICBG APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON STRONG-TIE"CONNECTORS. I NOTCHING AND DRILLING FRAMING MEMBERS I THE CONTRACTOR IS CAUTIONED ABOUT DRILLING AND NOTCHING OF STUDS, PLATES, JOIST AND OTHER FRAMING MEMBERS. THE FOLLOWING SHOULD BE USED AS A GUIDE: 1. CONTRACTOR IS CAUTIONED NOT TO DRILL OR NOTCH MEMBERS WHICH HAVE SPECIFIC DETAILS FOR SPLICING BUTT JOINTS, SUCH AS TOP PLATES, LEDGERS, ETC. CONTRACTOR SHALL CONSULT I DATE: 00.16.04 WITH ENGINEER FIRST. PERMIT SET 2. CONTRACTOR SHALL CONSULT WITH ENGINEER BEFORE NOTCHING OR DRILLING ANY BEAMS, PURLINS, JOISTS, COLUMNS OR OTHER FRAMING MEMBERS. I CHECK DLO 3. DRILLING AND NOTCHING OF WOOD STUDS. I DRAWN SY: SDH A. NOTCHING OF STUDS SHALL BE WITHIN 2'-6" FROM THE ENDS OF THE STUDS, BUT NO CLOSER THAN 1'-0"OF THE ENDS. MAXIMUM DEPTH OF NOTCH SHOULD BE ONE INCH (1"). NO NOTCHING IN THE MIDDLE PORTION OF THE STUD LENGTH. PROJECT: 203341B. DRILLING IS PERMITTED ANYWHERE ALONG THE LENGTH OF THE STUD. MAXIMUM HOLE MINI DIAMETER 1/4 TIMES THE STUD SIZE AND THE EDGE OF THE HOLE SHALL BE AT LEAST ONE AND ONE-HALF INCHES(1 1/2")FROM THE FACE OF THE STUD. DRILLED HOLES SHALL BE SPACED AT LEAST SIX INCHES(6") APART AND AT LEAST SIX INCHES(6")FROM ANY KNOT. silo ,solUOTUR41. `► • /i' lr- 044o EXPIRATION DATE: -30-051 R S , h C lo, t 0 II - - - - - WORK AREA IJ1 WORK AREA r ADD SIM SON PHDS �j, H •�F 6 w/5/8"q THREADED ROD I I I AIM ti EPDXY I TO)(E)FIG. 1121 SW Salmon(8"EMB D) Suite]00 O IVA — .� _ - Portland,OR 97205 `i.D I F:!503.221.1121 b L� ———— III ©_ _ E I Fax.503.221.2077 ADD SIMPSON PHD5 w/5/e"0 THREADED ROD INTO(E)FTG. (8" EMBED) ha,P ,A _— Q W oi A`his Z FA I I I Y v i MI CONSULTANTS Jw'� Lill i. I ` W I Oto R Se '1� V 0W x km o I - 0� 3Qo L, "I z i II I' I II Ht." I 1 1 r---1 1-- - --i i . .L. ___,,, F MINLJ TITLE 10 ( 1 1 0 0 © © 0 i L 1 I DATE: 08.10.04 PERMIT SET I CHECK: PLO --,----,,-,====0 1 DRAWN BY: 8011 111 PM PROJECT: 203341 JIII ; 1 FOUNDATION PLAN (CITY HALL) /'N S211,,„/„. . vii. y gcaUOTL 4 4* p,40014" si% MOON rfe..+d`-,tiv . 4(D I o IEXPIRA110N DATE 8-30-051 C-30-05 S R F ti t A. n III11 II 1I I .1 �� II I I I " "I Sui�SWSahnos JII L I I — — J 100 Portland,OR 97205 . . L — A C 0 P U p Fat 503.221.2077 1........ Z(E)FOOT NG TYP. g Wio Abs3e II z � ng iti T 71] — F—I 1711 f I7 T7 — O Y e t; 1 1 L11 1.--1-1J Li Lti = w '7' N$�a4 \ 1 <> I zf CONSULTANTS .144 LJ LI — L — LJ J W IQ o C> I I I I , 1 I t Ct tiZ Ct I � I a � 10W ! a L LI LI - (— � N O I r— — o — I � _ co Q _ S40 TYP. (19)PLACES I I M. 1 1 J L__------1 L----- O --- -��' O - � ■ • � SHEET TITLE 1 0 1 l 1 I O O © O O O O 0 © 1 I L 1 NOTES: I DATE: O6.79.OI 1. • INDICATES SIMPSON PHDS w/9/9"0 THREADED ROD —41==0 PERMIT SET EPDXY INTO(E) FTG. (12"EMBED) TYP. (19)PLACES I CHECK, OLO 2. OINDICATES REPLACEMENT OF INTERIOR GYP WALL BOARD —�=a, O I DRAWN BY: SDH WITH T/2" PLYWOOD. II PROJECT: 209341 1 FOUNDATION PLAN (PERMIT CENTER) /\ ,_ CITY HALL -i ti a ....ve IEIWIRA110N DATE:66-30-051 R S w N 0 a , 0 A J y 1121 SW Salmon O I n_____, J u — — Suite 100 Portland,OR 97205 Tel.503.221.1121 ta E3 I q Fax.503.221.2077. _ r MN o 10 ___ __..--._. (E) GL 51/21"x12" Cli On I N N 8 spa g MPV x x 54.0 ZNF a • TYP. ,C n ,.(8) PLACES Q 11 z° (E) Bz10 (E) GL 63/a"x12"� \ iW W Y 'fit.t1 TYP. (4)PLACES \ Z (E)8x10 00 ® 111 d CO I H (E)8x10 N N ° ic o Z A C7 V V (, NI tov* o1 1O N _ ME CONSULTANTS ® ® ti Wlil I.C91 10 lil Si g In O Nie xsi I oNiELa N 3 42 12 (E)GL 51/4"x12" 4.3 141.... lU co Z CD 1 o� y(7 �QQ Z O C-3 n — V (E) 2n10 6118"o,c. a0 d o�O O \ _ v� .o—�vc— 1'-� SHEET TITLE 0 0—w I- 10 P m , P 8d i2 d IN Co O 0 0 F° O 0 0 L I DATE: 00.1&04 --I—=0 PERMIT SET I CHECK. PLO NOTE, —^'' ',=„„=0 I DRAWNSY:: $DN I. FIELD VERIFY ALL EXISTING CONDITIONS. 2. COORIDINATE DIMENSIONS AND ELEVATIONS �IIinii NOT SHOWN WITH ARCHITECTS,NOT 808841 C/111.2 N NM INN :1 ROOF FRAMING PLAN (CITY HALL) /Th (8 z CENTER y S3111 1 NM gtaucruFtg4 0` /'' 011600` ‘70/0,":,�Py 9(°LO IE0PIRATION DAIS NMI" `t ot a 9n (E)W14x}8 _'_``�\\ a• M M O co C! I N V I{. (E)2x10 02'-D"o.c. r (El 2x12 92-0"o.c, rt~ �(E) 8x10 (E)6x10 m (E) 6x10 OR(E) 11,/5" TJI 016"o.c. — % C' 1 (E>,2x10 _ 1121 SW Salmon Suite 100 02-O"o.c� ,,, Portland,OR 97205 Tel.503.221.111/ b Fax.503.221.2077 r NM Z (E)4x12 04'-0"o.c, i 0 dl` z 1hC X040 g(E)CL 63/4"x18"r% o (E) GL 63/4"x21" p (E) CL 63/4.'021" (E)GL 63/4"x21" o (E)GL 63/4 x21" ® (E)GL 83/4"x21" IS al I I . �jI \ E 4x12 \_ NEW(2) 2x6 POST ( � EACH SIDE OF OPENING Z I (E)4x12 04'-0"o.c. MIN\ NEW DUCT OPENING CONSULTANTS fill INTO(E) STUDWALL MECH. UNIT CONT. OVER(4) JOISTS MIN. _ WT.®850 Lbsts wPLACES (E1 'o ( --h 6/4x%221/2" N(E)GL 6/4"x21" (E)CL 8/a"x21" (E)GL 6/4"x21" II, (El Cl.63/s"x21" B (E)GL 83/4"x21" 3 © s.11 W 00 \ 0 t1 i c),_ V Li IMECH.UNIT I .x �I 1 MECH. UNIT WT.-52O0 Lb� t m I 1 , WT.e75O Lbs Cr_ 1n I I it �^1�' I CI 11J x+► 2 w (E)4x12 04'-O"o.c. 4'-1" _ Q '��0 Q (E) 4%12 INFILL(E) DUCT OPENING k Z w/1/2" PLYWOOD w/ TYP. SIM. — Z a g Z 4'-0_e 1Od NAILS . EDGES (2) PL 0 Q m Q ND 1 NAILS FIELD. _ 6'-9" I (E) GL 63/4"x21" a (E)CL 63/4"x21" (E)GL 63/4"521" a (E) GL 63/4"x21" b I 0 H Vi Q (E)4x12 04'-0"o.c, ..I p Z -2x12 BLOCKING BETWEEN Ipp - U Q Op ;. JOISTS w/CONT. SIMPSON " " I h CS16 STRAP AT BOTTOM OF BLOCKING w 4 v o I I I CC ' U If " 0 MIN BHEETflTLE 111) I 0 0 © ® O U © 0 L I Nal � I DATE: 06.18.04 1. FIELD VERIFY ALL EXISTING CONDITIONS. -=0====-1PERMIT SET 2. COORIDINATE DIMENSIONS AND ELEVATIONS NOT SHOWN WITH ARCHITECTS. —^f-,=0 I DRAWN BY: a8ON II PROJECT: 203341 1 ❑ 0 4.1 01 ROOF FRAMING PLAN (PERMIT CENTER) /'N C --' -J' CITY HALL //" N cptCTLW MECHANICAL UNIT 0 rgt4 I SHEATHING (E)SHEATHING MECHANICAL CURB BY OTHERS Old SCREWS 012"o.c., MAX. / 1/ ✓I ADD 2x12 OVER NEWOREGON �/� OPENING WATERPROOFING AND Q, 72 ,� I BLOCKING HOLDOWN SEE PLAN (E) GYP SHEATHING FLASHING SEE ARCH. 4 le• _.t1 �II I'I' (E)STUD WALL <p L O NAIL w 10d I 1/2" PLYWOOD CUT(E)PLYWOOD NAIL(E) PLYWOOD kxcmnnon DATE:e-30-051 .11.3 OSf (E)DOUBLE TOP PLATE NAIL w/10d®4"o.c. w/10d O4"o.c. ER OPENING II�IIII' TYP. Al CUT EDGES, TYP. Z EDGE NAILING k NI lir1Y N 1111.1111111111111.1 ��n.-•� to DUCT - all] �j ii � RIPPED 6x CURB b" - (E)PLYWOOD `' W .'.NI ' ' (E)4x JOIST II\\ Z M A �1 NEW DUCT OPENING (E)REINF. CONC. SLAB m 3 DETAIL CUT(E)JOIST 4x12 (E) 4x12 AS REO'D. FOR 0 3/4 4 "=1'-0" m 12 MECHANICAL OPENING 0 3 R NEW D PLCTS REO'D (E) REINF. CONC. FOOTING 0 SIMPSON HU410 „•� (E) 4x12 024"o.c, 3 , D STUDS AS ENING A m N MECH UNIT % L.1 x 6 1121 SW Salmon 4f6x a S4.0 4x12 HEADER BELOW Suite 100 SLEEPER HUS410 EACH END Portland OR 97205 EXTENT OF Tel.503.221.1121 b DETAIL DETAIL 6 DETAIL MECH. OPENING Fax.303.221.2077 ) 3/4"=1'-0" (9) 3/4"=1'-0" 54.0 3/4"=1'-0" ' v Zell; (E)GL 51/8"x12" F4x12 BELOW U410 EACH END SIMPSON F 1 8 (E)HEADER (E) GL 83/4"x12" TYP I tim-, 4 ® . C ryN Y KING STUDS EMI ��'�..0, ill ® `� r) GL 63/4"x 2'/2"® © girl!! 1 (E)GL 63/4"x10'/2" POST ,^f� O O I Z Fi -NAIL ALONG D t ' 4 KING STUD 4 NM CONSULTANTS 10d NAILS 04"o.c. I III JAILING IS NOT PRESENT DRILL AND INSTALL S4.0 6x SLEEPER (E)CRIPPLE STUD . ALL CE)HUES IN INTO ABOVE HOEDOWN SEE PLAN NALL(E)HOLES IN PLATE 4x12 w/SIMPSON HU410 PLATE CO CONC. SLAB Mil WITH MAX. NAILING 0 or ill IV ,.....1 Z �� _ (E)4x12 X24"o.c ...IQ S v`vi�oi�• dv'iv a o a , 4 SIMPSON HU410 a a�. 0 5 WITH MAX. NAILINGill(E)4x12 BEAM a •l a I r7 r,ri a O Q (E)REINFORCED (E) GL 83/4"x22'/2" (E)GLB BEYOND 4x12 HEADER L O Z , 11. CONCRETE FTG. 4. Q m O NOSEE�3/S4.0 FOR INFORMATION NOT SHOWN. V `Ojj (1): Ib o Chi' .J o DETAIL 8 DETAIL 5 DETAIL 2 PARTIAL MECH. SUPPORT PLAN vQ 3/4"=1'-0" S4.0 3/4"=1'-0" S4.0 3/4"=1'-0" S4.0 1/4"=1'-0" = ti O V 4x8 HEADER BELOW SHEET TITLE MECHANICAL UNIT a MECHANICAL CURB w Ilk BY OTHERS 1/2"0 LAG BOLT EACH END I COUNTER SINK INTO SLEEPER 8 < 1/2"4 LAG BOLT ki (3" MIN. EMBED) CUT(E)PLYWOOD11111L. m INTO 63/4"GLUCAN I NAIL w/10d 04"o.c. OR 4x8 AT SIM TYp, WATERPROOFING ANDSIMPSON A35 AT CORNER VIII MECH. UNIT E GL 63/4"x 1" O I FLASHING SEE ARCH. RIPPED 6x CURB I N a I . P I DATE: 00.18.01 / I21 1 PERMIT SET 4x8 HE DER AT SI ._c+ I CHECKr GIG I DRAWN SY.' BOH 421 RIPPED 6x CURB SIMPSON A35 CLIP (E) 4x 4x CENTERED BELOW EACH SIDE TIP. ®TYP• 6x SLEEPER RIPPED TO MI PROJECT 203341 SLEEPER SEE PLANESIMPSON HU48 (4)PLACES MATCH ROOF SLOPE, TYP. (E)4x BEYOND WITH MAX, NAILING 4x8 HEADER BELOW NOTE: SEE 3/S4.0 FOR INFORMATION NOT SHOWN. 4x8 CENTERED BELOW O 6x SLEEPER QDETAIL 4 DETAIL 1 PARTIAL MECH. SUPPORT PLAN StI. 0 X54.0 3/4"=1'-0" S4.0 3/4"=1'—O" S4.0 1/2"=1'-0" o `�5`va1NEP\�O ,' r. OREGONIft r 1L3 ��c �p HVAC LEGEND DUCT DETAILS (LOW VELOCITY) WIRES' ' /06 I DUCT SIZES ON PLANS ARE INSIDE DIMENSIONS AND UNITS ARE IN INCHES UNLESS INDICATED OTHERWISE. R S w THIS LEGEND REFLECTS THE GENERALLY USED SYMBOLS BY ACCIPIO INC.SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT BE REFLECTED ON THE DRAWINGS. ., 12X6 STEAM LOW PRESSURE S PIPE ELBOW UP 2 1 f RETURN(CONDENSATE)LOW PRESSURE R n '�rrrr 1 __..______ to PUMP(CONDENSATE)RETURN PR PIPE ELBOW DOWN °_L W�% t:ip ,, STEAM MEDIUM PRESSURE MPS TEE —1- I �� MEM RETURN(CONDENSATE)MEDIUM PRESSURE MPR R=1 vzxw II ti SHOE SPIN IN STEAM HIGH PRESSURE HPS TEE UP ELBOW RECTANGULAR DUCT ROUND DUCT TURNING VANES IN RETURN(CONDENSATE)HIGH PRESSURE HPR ALL ELLS&TEES SIZE SHOWN IS CLEAR HEATING WATER SUPPLY HMS TEE UP INSIDE DIMENSION TAKEOFFS n RADIUS ELBOW MITER ELBOWS&TEES ACOUSTICAL LINER ti HEATING WATER RETURN HMR CHILLED WATER SUPPLY THS REGISTER DOWN ELBOW H REGISTER HEAD 4'MAX LENGTH ON re CHILLED WATER RETURN OW TEE DOWN Fe-I ALL FLEX DUCT. @ Mi /11/SNSalmon CONDENSING WATER SUPPLY 'yrRECTANGULARDUCT - Suite 100 CONDENSING WATER RETURNOR "III- 1°ACOUSTLCER '�I� IIIID RSECTANGUAE PLANS RSIZE r Tel.Portland,O.1121 0 UNION K I Tel.503.221.1121 WELL WATER SUPPLY NS q WELL WATER RETURN NR PRESSURE REGULATOR d4 ■ DUCT DIAMETER FULL SIZE OF NECK e O Q Fax..503.221.2077 NM p BOILER FEED WATER SFW ALL CP AND TIO VOLUME MOTORIZED FIRE FIRE SMOKE 11111. ALL AP AND TAPES d FUEL OIL SUPPLY FOS GATE VALVE D4 FUEL OIL RETURN FOR 6 CEILINGAR .5H. 03.221.207CEILING G CO STRUCTION ON DAMPERS FUEL OIL VENT FOV BALL VALVE VAPOR VENT W GLOBE VALVE Dao EXTEND DIFFUSER CONNECTIONS NOTE:OBD WHEFIE INDICATED 9 DUCT CONNECTIONIIIIIU ON PLANSSCHEDULES.TYPICAL l ROOM THERMOSTAT 1�1 4'MAX LENGTH ON BUTTERFLY VALVE R•1 1/2 D ALL FLEX DUCT. SENSOR ® EXTEND ELBOW TO MEET 1\ 1 D 1 i� a CHECK VALVE BRANCH DUCT CONNECTION CONCENTRIC ~ ��I HUMIDISTAT O 4'MAX LENGTH '� g SII ATM 1 D 1 ON ALL FLEX AS REQUIRED tI iI I� + STRAINER- IV DUCT. VERIFY IN FIELD. RECTI TO ROUND CO2 SENSOR O PIPE CAP ^ et STRAP CONNECTIONS Rel 12 1 iiiSTRAP AND TAPE 1 D 1 90 DEGREE PIPE ELBOW r (A CEILINOCONSTRUCTIO _ ALL CONNECTIONS ECCENTRIC CONSULTANTS PRESSURE GAUGE Y SEE ARCH.PLANS 45 DEGREE PIPE ELBOW ( AlILINSCEARCHUPLLAINNS TRANSITIONS BASE MOUNTED PUMP . Vc SOLENOID VALVE NECK SIZE A THROW FLOW CONTROL THERMOMETER MARK NO. - ► DIRECTION J 141 4 SEE SCHEDULE ' . 1o� UP UP p p UP® a 0 'Q CIRCUIT SETTER 1 I' SAWCUT,PATCH TO AIR CAPACITY,CFM H !e ' THERMOMETER WELL -Sr- MATCH ADJACENT SURFACES SPIN IN DOWN® 0 DOWN N DOWN ® O w .z = CONNECTION OF NEW TO EXISTING BRANCH DUCT RECT.DUCT III L� SUPPLY EXHAUST OR RETURN OUTSIDE AIR Q k R Q i SAFETY VALVE V a 0 W 2 W Cr W H/l FLEX DUCT MAX.4' ~ C 0 REDUCER ROUND NECK SHOWN. SEE PLANS FOR SIZE 0 Z O e L.. IF.NOT SHOWN,SEE SEE PLAN FOR TYPE. �L 6.14 SILL COCK INLErwuTLEr NECKSIZE. DUCT ELEVATION CHANGE p� �S Q (/� y� VJ �� W Q ftp ABBREVIATIONS: ) ( DETAIL/SECTION INDICATOR ) INDEX OF HVAC DRAWINGS: s O MO.1 COVER SHEET-HVAC V AFF ABOVE FINISH FLOOR (N) NEW ON PLAN AT DETAIL AL ALUMINUM O.A. OUTSIDE AIRDETAIL NUMBER M1.1 CITY HALL DEMOLITION PLAN-HVAC CFM CUBIC FEET PER MINUTE OBD OPPOSED BLADE DAMPER .M1.2 ANNEX HALL DEMOLITION PLAN-HVAC CLG. CEILING PSI POUNDS PER SQUARE INCH Q 0 DETAIL M2.1 CITY HALL FLOOR PLAN-HVAC NM PROJECT NAME DD DOUBLE DEFLECTION PT PRESSURE TREATED rj © M2.2 ANNEX FLOOR PLAN-HVAC I (E) EXISTING RA RETURN AIR DRAWING NUMBER ON M3.1 SCHEDULES-HVAC I ESP EXTERNAL STATIC PRESSURE SD SMOKE DAMPER WHICH DETAIL APPEARS FD FIRE DAMPER SA SUPPLY AIR M3.2 SCHEDULES AND DETAILS-HVAC I FSD FIRE/SMOKE DAMPER SEER SEASONAL ENERGY EFFICIENT RATIO M3°3 DETAILS-HVAC FLR FLOOR SPECS. SEE SPECIFICATIONS oN PaN AT DETAIL I HP HORSEPOWER SS STAINLESS STEEL DETAIL NUMBER I IJS IN JOIST SPACE ST STEEL 1 , Abk SECTION • I I.W. INTERLOCK WITH SWL SWITCH WITH LIGHTS Q I . MAX MAXIMUM SWP SWITCH WITH PILOT LIGHT MCA MINIMUM CIRCUIT AMPS TC TIME CLOCK DRAWING NUMBER ON I DATE: 08/18,04 MIN MINIMUM TS TIME SWITCH WHICH DETAIL APPEARS I CHECK LO MVD MANUAL VOLUME DAMPER TSP TOTAL STATIC PRESSURE I DRAWN BY: ,CMS MI PROJECT: 203341 PLOT DATE:08/18/04 PROMO 0340 This document Is a copy of the original document.The original document Ie on fie et e ACCIrP,IOACCIPIO INC. /A�/A/ 4000 SE INTERNATIONAL WAY ■ ■ O■ 1 SUITE F204 MILWAUKIE,OR 97222 503.652.9654 T 503.652.9652 F www.amipio.mm �CONTACT:LORENDERN _ 2 _ 3 _ 4 MI cmrene swum/AVM n.. 5�.OINE�rR' ` 1 ' I vv OR600N,P4t\4"144s3' L3 ,.. DANS 14/31/06 R S w h • GENERAL NOTES et GP SMALL EVIDENCEI ,�, :, •t f I I I ' 1 ALL EXISTING DUCTWORK,PIPING,EQUIPMENT,ETC. WERE TAKEN ., sTORACA I I 0 I i 1 1 FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD ICORDs LI *3RECEP I I ! I I OBSERVATIONS CONTRACTOR TO v»EXACT CONDITIONS IN STORAGE - T1O� FIELD. eb _�_--�_-- I I I 0 IroN I- -I_;, 2 MAINTAIN INTEGRITY OF EXISTING PIPING, MECHANICAL AND l J — - _ .--,-- .-- -__-_ __-_ BUH DING SYSTEMS ETC SERVING ADJACENT SPACES IN AREAS I '; i '�� I OF NEW CONSTRUCTION. 1 _LI 4 ` ��- F`I�T Amen 1'CLERK (E)80 REMIMN I , 3 WHERE WORK IMPACTS EXISTING CEILING,WALL,OR FLOOR 1121 SW Salmon h LWFF NO F3 I --� � I i FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH TO Suite 100 ' 0 Fi ' ' \ ( � (E)SLOT DIFFUSER 10 MATCH ADJACENT SURFACES. Portland,OR 97205 �. 1._' (Er2/,n REMAIN E O O r- I REMAIN.,YP-5 I I ___--- Tel.503.221.1121 TO REMAIN 4 CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. Fax.503.221.2077 es - - _ I - IWiii �- r�,� w— � ❑ ❑ ❑ — MINI p (E)DIERRER !' MEN 4111 p�r J( �(�IJ FI ��_ -Y - � h.- I CONE ';�= (EMRTUSER TO REMAIN - I __.� _.— w I _...`.,m REMAIN » l' ooM ,m 7a -- J NIT ti ►•� 16,w ---�0I I NOTES THIS SHEET 0 1. _ II.g, ©E)1a (OM CONTROL DAMPER(wT-7-3)03 luta II I 1 1 REMOVE(E)AIR INLET OR OUTLET AND ASSOCIATED DUCT BACK © kI'�I " _ I I TO BRANCH AS REQUIRED.DUCTWORK.PATCH MATCHADJACENT SURFACES TO o .. :,, -8-.1 -�re TALL --_.4 . I I - 5 �, "L °REM, Wr-7-2 To REMAIN. 2 REMOVE(E)DUCTWORK,ASSOCIATED DUCTWORK ACCESSORIES O •'!/ 0(E . MI I AND DUCTWORK SUPPORTS.PATCH TO MATCH ADJACENT O r9' 'jy�l (E)1a EXPOSED AT HIGH iJ VEl m REMAIN. i I I SURFACES AS REQUIRED. (E)WT DAMPER(Wr-8-2)10 REMAIN v 0 '' . (E)WT-7-4A TO REMAIN. TOWN (E)120 TO REMAIN �i Fri lip (�.-7-48 To Foam o I i '�'' I 3 REMOVE(E)VVT CONTROL DAMPER,ASSOCIATED DUCTWORK AND � I I PP OTTEpT DURIATEDNG CONSTRUCTION.SEE 1/M2NTROL WRING.RETAIN FOR.1NEW.1 FOR PAT AN n1CH MIN I. N1R�EAIAIN If' "■ �� _ © I ( TO MATCH ADJACENT SURFACES AS REQUIRED. `N CONSULTANTS IGT VAIXen �� (E)120 It (E)ono TO REMAIN (E)IO EXPOSED AT HIGH iii 4 CAP(E)DUCT AIRTIGHT. V ham. LEVEL m RE>MNN. O I .„,.._Q I I 5 MODIFY(E)DUCT CONNECTION FOR CONNECTION TO(N)DUCT. SEE .� �' _04` TO REMNN.I COMMUNI I t t 1 i 1/M2.1 FOR NEW. ......1 Z FINANCE . OEVELOPME r 18,1 � RECORDS ,=0 I i 6 REMOVE(E)VVT CONTROL DAMPER, ASSOCIATED DUCTWORK AND I - 189 I ASSOCIATED CONTROL WRING. PATCH TO MATCH ADJACENT ~ qZ rrr- (OOP EXPOSED AT HIGH Q I SURFACES AS REQUIRED. CZ CZ X Z �..! CONE LEVEL TO REMAIN. O ' - - II R 18 OOM I I 7 REMOVE(E)THERMOSTAT AND RETAIN FOR RELOCATION. REMOVE (9 W 2 W le �' ROOM r■ r��r:I I - I STORAGE4 ASSOCIATED CONTROL WRING.PATCH TO MATCH ADJACENT 1:, Z 4 0 0 I . . :,/ I 1 O o on 164 SURFACES.VERIFY LOCATION OF THERMOSTAT IN FIELD. U m C I r/ I E)EF12 ON ROOF 8 REMOVE(E)THERMOSTAT AND ASSOCIATED CONTROL WRING. O 3 W 0_____________I --- _-- _----_-_--__ © lip° _-__ _ y n CAIN. _.._.__,___---_____.._ _ _-.- -- ___ _ _ _.-_ ___-- PATCH TO MATCH ADJACENT SURFACES VERIFY LOCATION OF y(7 8 N:txIo1E(Ejm ( VVI }~ 'If�1DeExpp§p.AT HNIH — coNn r'— THERMOSTAT IN FlEID. V Q aco~ J(wT-10-2) ©(VVr-1�� O ' (EpITOSER TO RENNIN LEvE1 To REMNN , IF 1 = Q(E)120 TO ►w 1REMAIN - ,�(� N o 1 �_ I (E)28X18I j r m (E)AC51 ON ROOF TO REMAIN (E)ACS ON ROOF To AIN V (Wr-10-1). 0j TO REMAIN I I ��RDI� 16X12ITO REMAIN tV0LV. T<i '' ------...5 T ca Ti �""'Ea iii 71T I I V 1. 11 "'w/O t(1 ala' © II _ 4 .e MO ko. PROJECT NAME OFFIC_F, �2 080. I ■ 3a TI1k(E)1l2 �� OFFICE188 © L 1 N OFFfm !oFF-vall I I I r'r1 (E)1a '' (Er2.0 J I f ( ©�n61� ...... , I I I i 2U(E)8O pm 011 ROOF ' (E )WT TO REMAIN ®(E)Wr(WT-10-5) (E)Wr(WT-10-8) :REMAIN - - - - O TO REIMAIN. 1 WT--10-4) O I (E)2411 TO REMAIN , I POLICEI I © i I I I I I a B' C (3 (::1) 6 6 i,„ � I ogre: 06/18/04 I CHECK: LO • I DRAWN BY: CMS KEY PLAN ow PROJECT: 203341 {��1 F1.01 DATE:06/16/04 PROJ.9 0340 INV Thle document Ise copy o, the anginal documeon The al 0: CITY HALL DEMO PLAN - HVAC A t o B 16 document Is on the at iACCIPIO 1r.1-o , ® A 1 / ACCIPIO INC, I y/ SCALE IN FEET 4000 SE INTERNATIONAL WAY ■ SUITE F204 MILWAUKIE,OR 97222 503.652.9654 T 503.652.9652 F www.acdplo.com CONTACT:LOREN DERN OM 2 - 3 — 4 ma 0m,*ml•.w,we1.anw n. 4 1OIEfi Wt. GENERAL NOTES SAWCUT NOTE : NOTES THIS SHEET 0 4 f r,s ,o \4 1 ALL DOSING DUCTWORK,PIPING, EQUIPMENT,ETC.WERE TAKEN SMUTTING BY GENERAL CONTRACTOR.COORDINATE DIV.15 1 REMOVE(E)ROOFTOP AC UNIT AND ASSOCIATED % L C FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD SAY/OUTING REGWiEMENTS NW GENERAL CONTRACTOR. DUCTWORK AS INDICATED. REMOVE ALL sows it/3i/ce OBSERVATIONS.CONTRACTOR TO VERIFY EXACT CONDITIONS IN ASSOCIATED CONTROL WIRING AND PATCH TO FIELD. MATCH ADJACENT SURFACES AS REQUIRED. R �+ 2 MAINTAIN INTEGRITY OF EXISTING PIPING,MECHANICAL AND REMOVE ASSOCIATED ROOFTOP SUPPORTS AND S BUILDING SYSTEMS ETC.SERVING ADJACENT SPACES IN AREAS PATCH ROOF WEATHERTIGHT TO MATCH ADJACENT OF NEW CONSTRUCTION. SURFACES. COORDINATE REMOVAL OF ROOFTOP N SUPPORTS WITH ARCHITECTURAL DRAWINGS. 3 WHERE WORK IMPACTS EXISTING CEILING WALL, OR FLOOR COORDINATE WITH DIVISION 16 FOR POWER FINISHES OR BUILDING COMPONENTS,CONTRACTOR TO PATCH TO DISCONNECTION. a MATCH ADJACENT SURFACES. 2 REMOVE(E)DUCTWORK, ASSOCIATED DUCTWORK 4 CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. ACCESSORIES AND DUCTWORK SUPPORTS. PATCH TO MATCH ADJACENT SURFACES AS REQUIRED. to 11 (E)2KW ELECTRIC CCN'ECnON HEATER 11 O E)2KW ELECTRIC CONVECTION HEATER 3 REMOVE (E)AIR INLET OR OUTLET AND ASSOCIATED t• ODUCT BACK TO BRANCH DUCTWORK. PATCH TO I I I I I I I MATCH ADJACENT SURFACES AS REQUIRED. 11 9(W ELECTRIC CONVECTION HEATER I IDI �` 11(E)5KW ELECTRIC CONVECTION HEALER 1 �''' ,�"` 4 SAME AS NOTE 1 EXCEPT(E)ROOFTOP EXHAUST 1121 SW Salmon I f 1 I I ®(E)PLOOR RETURN FAN. Suite 100 I READING I �� Porthout-- I I 5 REMOVE(E)TEMPERATURE SENSOR AND ALL Tel 503.zoa 97205 --__ ___.�-._--- -- -- ___ _. __ _10 to � - _ _ -..- _._.—_L___—..__.—.._...__..___. .—.___Y_-__-_ _.__._—._.____I■Tr��• _ ASSOCIATED CONTROL WRAJG. PATCH TO MATCH Fax.503.221.2077 II RENDING 6 (E)WALL HUNG E`E= 3f� READING M 0 (E)AC UNITO n ( O ac uMr �� ADJACENT SURFACES AS REQUIRED. INN T1 j \- 1 ENT (E)UNEAR SLOTO3 O li ON ROOF ii 0 �I I O(E � I ouiETRooM I (E)II ARO3 )Ft.00R RETURN GRILLE t DIFFUSER II ;% % g SING +„, DoT 6 REMOVE(E)INUNE FAN AND ASSOCIATED DUCTWORK `�8 ,%-I N (E)F100R RETURN i 1AWr I DIFFUSER AS INDICATED. REMOVE AU.ASSOCIATED CONTROL '' i� TO ( HARING AND PATCH TO MATCH ADJACENT SURFACES L..® CI (E �i mum RE (ELOOR RETURN, TO REMAIN TYP T u —s DIW1E TO AW` =y\\ GRILLE TO REMA -gal- g� —�' (E RETuR. III (T AS REQUIRED. COORDINATE WITH DIVISION 16 FOR s_sa tPOWER DISCONNECTION. i I fk1OK DROP ( REMOVE(E)EXHAUST GRILLE. ABANDON 41 TIP-4 0(E)EXHAUST FOXI0(E)ACU-7DT ( R (E)EXHAUST )E STE ASSEMBLY BELOW BELOW FLOOR. p O( 1I N PLACE. DISCONNECT POWER AS CONTROL ATM i I I WIRING. CLOSE EXHAUST DAMPER. PATCH TO I1 i I 0(E)84 IN JOST SPACE—4 I MATCH ATRDINADJ ADJACENT SURFACES AS REQUIRED. B FOR POWER 2 OSA inn (E)9O IN(o2 IWITH HOWI JOIST SPACEI( 1® I ©© 260 WITH(E)UNEAR I 3 2 (E)20/iv-ND! A ! DISCONNECTION. 2 RA ABOVE �._ 0 I TITS FOR ENTIRE LENGTH. Ts FOR L TLRE LENGTH, I I I NM CONSULTANTS ORA BELOW , ,..� © l 8 REMOVE(E)AC SPOT SYSTEM FOR RELOCATION, ROOF ( t'I,,. MECN "1" -0- I i REMOVE ASSOCIATED REFRIGERANT PIPING AND ON --.. __�__ _ .. ___...—.___...__.___._ • —_ __ CONTROLS.ACESURFACES AS REQUIRED. COORDINATE yha1_ —_.___.__-- --__-- Lt)�s t�` (E)E)WAUSTFANO4 I ._____,__._. _____..._—_�_ 0 , , ;' I EF—t5D oN RaoF ©(E)INUNE FAN REMOVAL OF(E)CONCRETE HOUSEKEEPING PAD WITH V MEN ' /'/ 1 h 'N- ® I I I 1 ARCHITECT. COORDINATE WITH DIVISION 16 FOR '"'L Q �Q2 (E181 ' F'.....4"i\ J 2 (E)EXHAUST FAN® ! POWER DISCONNECTION.SEE 1/IA2.2 FOR O y, k' (— —E EF-TND ON ROOF I I I I EQUIPMENT LOCATIONS. 0 = TYP-20 R - :-� tf-L — O LIBRARY L Q1 (E)ACu-70 i,'— (0r ® 2 i i 1 1 I 9 AVAILABLE RECORD DRAWINGS FOR THIS AREA Q W Ln Z Z I W ROOF Y' (DOW i I'q6 I I I I I INCOMPLETE. (E)VVT SYSTEM SERVING THIS AREA. et CC cl We11 'i (E)101 O2 ,� CONTRACTOR TO REMOVE ALL AIR INLETS OUTLETS, Q C7 t)(010A I ; , , ,_ —_m+t ✓ ii? I (EpoxN 10)1511 SPACf?® 3 2 (( 201 WITH(E)UNEAR 3 2 (0160 WITH(E�JL�AR DUCTWORK, DUCTWORK SUPPORTS, DUCTWORK L7 Z�W a © n '� 4 T " ' I (Er8X8 91 JDIST ACE 2T§� ACCESSORIES, VVT CONTROL AND VVF BYPASS F.Z _..,__. _—. •/ — L O. FOR _—.. ___-_—_—_—_—_----- i--\J ^mo ... I s __—_ mss _--_----�_ _�.._ -.---- is FOR ENTIRE LENGTH --- DAMPERS, CONTROL WRING AND CONTROL DEVICES rZ I--- dam' O ROOF'WELL j._,' 'j +' _I__i 1.4X0 -I I —— a�-E>"-i Ar. -I ———-0— I { SERVING AREA. VERIFY EXACT LOCATIONS AND O Q 9 1 (E)ACU-8D M ' ) ,2 r ( I w __ (E)34X12O2 QUANTITIES IN FIELD. PATCH TO MATCH ADJACENT a hQ i__,.,_.___, { I ( I SURFACES AS REQUIRED. _ ..1 e 0 W IT P-3© ' 1 >i99 I E19•C�(E)30x1202 ( NRN O { I 1 I 10 REMOVE E SFT SECTION OF FLOOR GRILLE AND CAP V -1 Ems' 4 © I "'•,';',/,,,,•'„, r- ,�,/� Ti(E)ACU-BD 5O O o0 ,� DUCTWORK.PATCH TO MATCH ADJACENT SURFACES. ,„.1 x Oj �(E)Acu-9D ;„'„,/,./„.; % � 8 — ——-I (E I ( COORDINATE WITH ARCHITECT. W 191 ROOF STAFF(�-U' j J t I'1 (E)26X8 { 3 2 (E)1011WTH(E)UNEAR I 7 11 REMOVE E ELECTRIC HEATER AND ASSOCIATED Z aooM(E)DUCT ON ROOF ,O(E)24X12 ITIM15 FOR ENTIRE LENGTH. O () V ! ----M' --__� -- —�1_--_ _..--- __--_- _�_____Jr CONTROLS AND ENCLOSURE. COORDINATE REMOVAL c( OF RE WITH T AND PATCH TO (E)28X8 IN JOIST SPACE 2 ,', _ --_--_ 8 MATCH ADJACENT SURFACES. COORDINATE WTH _ — I I ii - - I I DIVISION 16 FOR POWER DISCONNECTION. MN I I WORKROOM/ PROJECT NAME I I (_ _I STORAGE I i II I Tp_N© 197 ®cE)91 I I SLOTS FOR ENTRE LENGTH. (�181 WITH(E)UNEAR • — I I L xI T-N(E)ACU-9D® { I I i I O2 (E)16X10 (E)1E1URN GRILLE® —•__-r.....-......______:_- 1_ I11 (—'�� i I { _ _ © r • 'J ` fi I 1 { I e POLICE 1 �__ ._. ©(E)24X12 I 1 1 1 ! I I f ,� CITY HALL �� rr IRATE: 0ei18.04 1 ! I I ! 1 I I r ,CHECK to { I I I C I I { I )DRAWN BY: CMB �I+.� KEY PLAN V 6 6 INNPROJECT: 20334, �'�� Il��fT PLOT DATE:06118/04 PROJ.q 0340 NThis document le a copy of ANNEX DEMO PLAN — HVAC `\ the on documdnal ent Is on The orginal tlocument la on Rb et 2 8 Uee-rte ,' , 0 8 16 '�ACCIPIO ■M//j,/ � ACCIPIO INC 4000 SE INTERNATIONAL WAY ■ SUITE F204 SCALE IN FEET MILWAUKIE,OR 97222 503E52.9614 T 503.652.9652 F www.ecdpio.com CONTACT:LOREN DERN IM 2 IMM 3 MN 4 IE cwMum rmrwHmr,m m. / L WOO 12/31M R S m h „ Q 5 I ! 1 l'-'L I I 1 1 I GENERAL NOTES 1121 SW Salmon Suite—■. �_ WORE _. —__ _—_ - Tel.3000 ( I !01 I _ PoNland ok 9205 O3 - - -...--,y '�'' __� ___ �� -y 1 ALL EXISTING DUCTWORK,PIPING,EQUIPMENT, ETC. WERE TAKEN TeL 503.111.1[21 p CS1_gX9 �il� WT_8-2 O I FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD Fax.503.221.1077 BREAK 1R�M �I) P�80 Ct AIS GRID0 (� A OBSERVATIONS.CONTRACTOR TO VERIFY EXACT CONDITIONS IN n ►-I �'c 011 ROOF® 288 CFM 02 L0 i I ESTIB If FTELD. I to , ,, ` 2 MAINTAIN INTEGRITY OF EXISTING PIPING, MECHANICAL AND �' BUILDING SYSTEMS ETC. SERVING ADJACENT.SPACES IN AREAS CR1-1/' NAL I 4L�.._ I 1 1 I\ (E)SLOT DIFFUSER 335 CFM.ITIP-b0 OF NEW CONSTRUCTION. ii E-1... — STORa 3 WHERE WORK IMPACTS EXISTING CEILING, WALL,OR FLOOR 4 - - - _-_ - 300 11 �OFFI C� { r 121- gill , e COIF �).�t! I --'—' ( _— _.-- FINISHES OR BUILDING COMPONENTS,CNTRACTOR TO.PATCH TO mE.0 +; w-8X8 .14 1E3 4 -+1 -18X10 I A I MATCH ADJACENT SURFACES. , N 4` �.` —I I 4 CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE HELD. Mi. [i w�I ` —h fb 0(E)SUPPLY GRILLE1 I �0 II C OPEN OFFI£ 100 UM.TTP-20 I!�!+ ' I I 5 COORDINATE EXACT LOCATION OF ALL AIR INLETS AND OUTLETS • No �a f29 ./ • 11 �� 1 WITH ARCHITECTURAL DRAWINGS CONTRACTOR TO VERIFY EXACT i l/! h1• ., � 4'�', • I CONDITIONS IN THE FIELD. • 1�/,� �;. ~-� I I r I CONSULTANTS fa 81k A CRi-BI Ha 181 (E)WT-7-20 (E)tao-' 60 - r ' ' GRILLE 2 1 6 PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH DUCTS TO (�14j r-r�,.-- � '� O AIR OUTLETS AND INLETS. PROVIDE REMOTE OPERATORS FOR V 0115CFM Hri•.� (E)1' I I I DAMPER REGULATOR MOUNTED ABOVE HARD CEILINGS. O2 115CFM �II WOR9r I ,' (E)Wr 7-4A 5 1 Q 1� O t► HS1-8X8 I' '4 �� _ a,�� (E)101 b0 i I UJ Z rr cE�w�'-'�0 AI NOTES THIS SHEET O o ' 2 VCR s O 11bCFM !' ■. ' .t.—01 Y"' 151-81 I ----^ , CHAMBERSW h x F--- CFMO Q ► II 030120 ��: 115 2 ` �� I M7 ^ VESTIBULE ( 1 MOUNT ABOVE DOOR. COORDINATE EXACT HEIGHT AND LOCATION —�-- I WITH ARCHITECT PRIOR TO ROUGH-IN. Cr IX X 0 O 115CFM ; WOR; 115 CFMO I I VC k 'us Jo,- OPEN OFF�C,E oVmmI I 2 REBALANCE(E)AIR INLET/OUTLET TO CFM INDICATED.Rii Wi-7-t 7! j - e I I 3 INSTALL(E)1HERMOSTAT IN (N)LOCAIION INDICATED. oq p __ W-1 (E)1a - 3� - I� oa O i150f11 ��,�� ® r �~mum 7sROOF O, 45o CFM°UTNE AR N "�JII. 1 1 4 REBALANCE(E)EQUIPMENT TO CFM(S)INDICATED. ...1 o O 2 I15CFM �r51. I 7 _ - I 5 REBALANCE AIRFLOW(S) FOR EXISTING EQUIPMENT TO SCHEDULED U Q J /'�� r ►'► STORAGE I CFM.SEE SHEET M3,1. 0300CFM ° r'� I I �'� 103 y Q I ry. ' CI7�s CD 6 CTM Rte® COIF 3O0 CFM02 I Z3 T 7� --- —_-_----__- ------------_____------nu ____ i....____,4• --- --- --_ _ __-___ I - -- --- _-.-__1..-...--- Z3 _ i - (E)VVf-8-1Q�P0 (E)ACatON ROOF\If -� I r e� 500 CFM 2 I I V P ► O ora coPY dr 1250 CFM SUPPLY AIR (E)10/ 120 a�13� 114 ' , 420 CFM OUTSIDE AR I �� iO I I PROJECTNAME 300�sa� o ` ,i. 481 O Pi Q(E)vVf-10-1 .2i► 141 ��y , (E)AC9 CN ROOF I CO N O 4 �yzCCM (E)120 _,o �____IL-!_ ,8X121 .� t0/ One '„' ®I' 800 O 0320 CFM OFFICE T 0--j- �I �� OFFIL'f �\�� 'II (E)YYT-10-705 2 no 121 � �� ; 200� � 107 �� ► �� 200 CFM 2 OFFICE r ,i ��r��-�itL^Y.1r �♦ ��(.. O I I ii. PANS ;al/11 r,� ►:..iii I I POLICE 11 09 44 t0 �6 �� (0r� 11.1111 ,',/,''11111--;1117:M.14°41111 _ 17FF7 �(E)wr-Io-5�5 plid _._!'(E),a I _ "' _ wr;�r�i�r-�ru.r (E)240 ,a 0,—___________ 3 I _.._,, __—( CSt-8X8 (E)121 � �,wl��, �ri� f ML1rg�1\fir,m� 200 CFTA(2� - — - _____I___ — - Of I DATE: oeteroa O 320 CFM 250 TYP-2 t► T++ " I I I '411 ,� CR1-141 4 200 CFMO CR1-101 CS1-t0/ I CR1-80 I LcMECK: LD I I O5 (E)WT-10-a 140 500 (E)WF-10-40 230 230 I 120 (E)Ac10 ON ROOF KEY PLAN I DRAWN BY: CMB 2170 CFM SUPPLY AIR380 CF11 OUTSIDE NR (.3 6 6 I MIN. PROJECT: 203341 PLOT DATE 06116104 PROJ.e 0340 0 8 16 This document Is a copy of 11f1t� F the original document.The original 1 CITY HALL FLOOR PLAN — HVAC II l dowment Is on Rb at .� ,\ , ACCIPIO �. M2.1 IX-ILO' ®1 P' ACCIP10INC 4000.5E INTERNATIONAL WAY YYY SURE F204 MILWAUI0E,OR 97222 503.652.9654 T 503.652.9652 F www.acclpio.com CONTACT:LORENOERN En 2 — 3 MN 4 ow 01.IRS .•"•. i I I I_ _ OfFr H--- — f // s NEE .1 \ . ,;-tr°las" I ®F'R1-4x96 I �S OJT 4 �� 970 11 EXPIRES 11!/31/06 I . _ (E)FLOOR GRILLE OOR RETURN GAUL! ((E100R RETURN GRLLE BALANCE, 210CFM. . 70 35CFM.TYP-6' i AALANCE TURN TYP-7. I'_ ( 181®® ( — R S ., M6S f I (E)281 RETURN (E)221 RETURN-+ , ,' '' BELOW FLOOR BELOW FLOOR. (E)FLooR RETURN wen i BALANCE TO 35CFY I i I GENERAL NOTES 1 ALL EXISTING DUCTWORK, PIPING,EQUIPMENT, ETC. WERE TAKEN I ; _ ______J-N1=____ I 2 ANNEX BELOW GRADE PLAN - HVAC �� FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD (I WERE f XX18UR SEE. I M2.2 1/A' f-0' ,' , OBSERVATIONS.CONTRACTOR TO VERIFY EXACT CONDITIONS IN Ls2-48lN1LII LENGTH LS2-241NCI1 LENGTH 2 MAINTAIN INTEGRITY OF EXISTING PIPING,MECHANICAL AND 7-- --- i 60 BUILDING SYSTEMS ETC. SERVING ADJACENT SPACES IN AREAS 1121iFV Salmon 115 Tm-4 100 LS2-4111x)1 LENGTH OF NEW CONSTRUCTION. Portland,OR 97205 CS1-81 ' ' 10 125 DP-2 3 WHERE WORK IMPACTS EXISTING CEILING, WALL,OR FLOOR Tel 501221.1121 a I { I I 175. 100 I I I I IFa.503.111.1077 Q V OFFIC Ci 0 FINISHES OR BUILDING COMPONENTS,CONTRACTOR TO PATCH TO Cst-N"X9 MATCH ADJACENT SURFACES N ®LSI 4891CH LENGTH I i C51-8/12X12 6/C� /�`--'_ I~ 140 240 TYP-3 LS1-4BINCH LENGTH E� Q V 64 .� oRt-8X6 220 Trp-5 225 DP-2 oo lYP_4 --4,....14° �. i ©0 I 4 CONTRACTOR TO VERIFY EXACT CONDI110NS IN THE FIELD. CONFERENC �� OPfN , cE ` w I V ! ®181 5 COORDINATE EXACT LOCATION OF ALL AIR INLETS AND OUTLETS Q473 pH-6xg-. I 310 o i Q Qlst-4WROF 1.104H 'llr-- 00 MATH ARCHITECTURAL DRAWINGS.CONTRACTOR TO VERIFY EXACT r w �G1� te+®Q a1-e.6x6 , )iiitier„L }°: QV 1a r �V ® 240 CONDITIONSIN THE nap. Q�.l 18X14 �t gO �t,,. ii�j d DFFIC — �� I a7C� L ,;,�ei IA oF61 12X20 • J,, imIMaIll��:� rff..,,�16 ,. ( II CSt-12r 2 I 6 PROVIDE MANUAL VOLUME DAMPERS AT AU.BRANCH DUCTS TO �r.5, r �� I ... ��I�r J OFFIC�220 Irl 1 �r�� '�,.. �j`�,^�r�� 34p r-28x10 UP M SOFFIT--- Ill 1� CDNFfR£VESTIBULI r4Np V y- 4,. 28x10UP IN SF1T 0 . II � 24x20 `I1IJ-e � � II r'! � AR OUTLETS AND INLETS.PROVIDE REMOTE OPERATORS FOR 11L'Z� r4 c. EREM"E I Ii CONFERENCE V �I �� DAMPER REGULATOR MOUNTED ABOVE HARD COUNGS. �r 1 T r 051-61 t _ trr !r v;i� 10=1,4111010000.111 -.1111"411111 . I __ t Rotx r4,ie• IIS Ak 1+ �� T�� ' �_��W�I j�t21 ]171i1FiIriL MrKT11 w'�t�;I�'�� 1� 12►a 18103 16X12 ' - _.... - BOOK BR. 07 1 ii M �� .��r� �-. •�. 6I/BIIW 6,g 8 ' BOOK DR P, :+ r • 34X20 �', 1 00 Aare vii .rrrterrlr4laa+rrtrrrae�,.�aaaaatrelrurr+laE1, -- 6r } �I 'o in el CRi-16f 1\`arwa,+raaaarr y ! L=""""--t--" ---7 CSI-01(9 ,I �>�a`�� LOBSY e I 660 14014 0121 +I'aalmimmarm' ... --------- CONSULTANTS l `1 fI L.J _......n-z- •�••- 091.-81 ;X6 CRI-100 1'7 121 4 ,,i#��r „ r" g �n� 118 256 ! Q 12i I Bf0 /- 'ei o �~F lu�fll �, _, 15 o MINED MhH�- / NOTES THIS SHEET O r r, ■I I , O Q 1 �1 a `�. ISI 16X20 11GHT TO WALL®Q, 1655 'X9 I 130 TYP-4 U 1z5. i.� --. ..1. -ta 21L12 OW INj 4 Let.*1 Ld 11100I1ti+j' 1st-61 9x9 .310 I I I ! 1 MAINTAIN ELECTRIC COIL CLEARANCES PER NEC, J Q 64X18 �Iri( '� J'EOr` CRI-10X1012X12© I MANUFACTURERS,AND LOCAL GOVERNING AUTHORITIES w � �I� � css-12X12 cs3-12X12 CS3-9X9 i© � BE E) 18 OFF TO a, �t .,.. "�� 120 ® ' 400 �1 200 t Y 340' ® REQUIREMENTS.SEE DETAIL 3/403,2 0 Z �itl it ___ ., -___�' ;.'" '7 141Co_012.F48 CONN --- �wl�� _ 1 __.. _...___r-_ -.. -___------v_-.._-__. i 5 2 EXPOSED TIGHT TO WALL AND SIRUCiURE ABOVE.COORDINATE C.1 w 1.. t IIPI MBUIII 11 1�:•1 0..00.00.0.0041MM16II6ErIMM1ItM6YM1_%IMMIIM 120 ELEVATION AND DUCT SUPPORT LOCATIONS W11H ARCHITECTURAL cz Z ©t]LI-10Xno 10 I .. I 1400 I HS1-12XtOQ I PRIOR TO ROUGH-IN. Q C�7 11 r CS2-6/01 HSI-12X1. HS1-16x1.0 ► Z a 1 ti l° 300 ® 600 ® 18103 i CS3-9X9 © (Dc O �� W I ® i 3 EXPOSED TIGHT TO STRUCTURE ABOVE. SEE DETAIL 4/403.2. 01771 1i,�, rifileit-m.__... 411 POWER EXHAUST MODULE}TF-2 I HRi 24X� r 2O0 OPEN/� f �' _ 1365 '-2 OFFICE t0 E A _' g w n o OPEN 3; 18X10 O00! 167 I 4. qty Q07%27: �iP':f L`.� "� i 0 /•� Cr 4 EXPOSED TIGHT TO GW-LAM BEAM ABOVE.SEE DETAIL 03.2 et all 'C®. allow �,�[,,, �, 052-9X9 OFFIrePd ®R„ 11!1 28%20 12 1- 3 Q Q� _ claT F� � 150 I ® ,.. 120 Cs3-15105© 5 EXTEND 64 BRANCH DUCT TO SERVE GRILLE yt© I/,'� r : , jg -12X12© 1 ©CS3-12X12 8606 Vfil 28X22 365 ® , ® 470 ® -i - - _-- O V I &imi►�W__E 18X18 r C:E- 6 RELOCATED DUCTLESS SPLIT SYSTEM.COORDINATE CONDENSING 4 I - - - --- 011:'�>T"'�' -�'' iltIrl'-2--_ --..-_--_-.--_J' __--.1---0 UNIT LOCATION MATH ARCHITECT PRIOR TO ROUGH-IN. 0TE1+10X16 __— j"'`C�—=�. '1.,. .,3 �_ Iz __-_- - IIP wr WITH 00- 2 ii Ow!. _i 1 �� ® - Orrrc 111,I fM _u_�IN ilr COORDINATE INTERIOR UNIT LOW VOLTAGE EQUIPMENT ►,= Alri i 96X20 DN 1HRU R0� - - 1.31 I.1- I PROVIDER PRIOR TO ROUGH-IN. EXTEND REFRIGERANT SET F+iN�rA3i1 !i Am TURN ro 98X26 lei ►1'IQ z6x1>6x16 Dowty Tutu ROOF. i7S► ti� au CR1-1oxt' CRi-8X8 ',f-_M HRt-t.' 0 ta03 BETWEEN INTERIOR AND EXTERIOR UNIT PER EQUIPMENT VOV EIA 130 © STORAC�• Q Hst-12X10( A'T ,20 , 1 $1 C�'�I 570 MANUFACTURERS RECOMMENDATIONS.EXTEND CONDENSATE DRAIN CSi-9X9 1...,„,, ' ' I rev 80 N 1 nu 240 I 14°0 'IL' CR1-� '=' l : -'' FRD ITINTERIOR NTH DOWN ELBOTHROUGH W RIIORNWOR ALL AT LOW LEVEL Q 81 IJ ( . P� �, r 130 �� neol._E+ Cst i1P-2MI a 031-6I'. . 130 ,1 J_. I I � _1 t5 t30 �j•l l7.r.G!E•. __ 130 _ 7 TIGHT TO STRUCTURE ABOVE. PROJECT NAME --, 770-15X15 o 000 _ t �i"'r I.7�II iFa. HR1-1 0 ! �;� i l:t�� i�1dI 160 OFFSET UP IN COUNG SPACE ' Tors �Q�++++'*"a'"'aw. ww w"*:N azo f O 8 MOUNT TEMPERATURE SENSOR DIRECTLY BEHIND RETURN GRILLE _ CONFER 7 �1 '� ._________4____ _- �` i 170 ' - - - _. _ ., asa 30 _ r � Cy, "' O__4________ - -� ; - - I -------r- -15X15 __ ,—_-....... ,' _ —__ ..,II -_�.___.--7--------'-'--.-_—...___..-_�.-.�_.�. __ 440 r��._.12L_ i4`� •_____-. ______._.._ ________+______i____0 1 -- I- �1 to INMM1M6I ,Mtt-*INNIMM1MEIU rt.eew.t4c04.0 e ° CS1-10X10 O 175► ��, O7 18X18 I' 1400 Qer `OLTA wlit L�CTRI ice - HSI-101(6 d 12103 ! ! Mr ...�� p Hst-1003 �� . � _ .�� leo Tm-3® FT: • I 6/ 14X12 HR1-30X160 i ®150 O I -r Q ' 120 OFFSET UP i I I I;S��r '�I i;�I 1075 HS1-12X8 _ _ 00 I M CEILING SPACE I '� 340 TWP-2 ''/. - 0 O i 1 I '�f ' I I 80 er -�f IX �M Lst-481NG1 TEN I DATE: oB,flrtl4 i Cst_6e „ 30 +++J� 140 0 ! 250 ® I ! I � / ,90 TYP-4 _ _ 1 I CHECK: LD _-_ ._-E..-___.__ .____-._.....�__..._.__1__._..__r_ _.-_ _ _-.__.___r.__..._____.__..______I__-__-__._-__._.___-___.._-_.+__-_.___-..-.-._-___-_____.,_-I,.V.�-_.-1 __._c) 1 I 1 (30 I 1 I iiKEY PLAN 1 DRAWN 6Y. CMB ... _._.__._..._.____1___._..__ ...._.__—.-.____4-_v.._______________._L___.__-._--.__.__-.._._..____._._.____.__.. .__.______-._.___._•_.. _____...-_F__-...__--. __._.._-___--_-_____-___._-..._________.____L_.__-1_- 10 immi PROJECT. 203341 f 1 PLOT OATO:0011004 PROJ.a 0340 I ( i I I I Thla document Is a copy of 1 i j I 1 I the original document.The original 1 i document la on Ile at ACCIPIO 6 �, 8 -- 16 fl ONALWA.., M2• 2 J K L M N P Q R INTER D INC 4000 SE INTERNATIONAL WAY • ANNEX FLOOR PLAN — HVAC SCALE IN FEET SURE F204 .6�t`\ MILWAUKIE,OR 97222 • 503:651.9654 T ,1 / 60w.acel C P �'"T-0' www.attlplo com CONTACT:LOREN DERN _ 2 3 �.4 _amen•M,,MN.,n oe]16y04 GRILLES REGISTERS AND DIFFUSER SCHEDULE TERMINAL UNIT SCHEDULE .� 0 PROft�p� SYM. DESCRIPTION TITUS MAIL FINISH REMARKS FLOOR AREA MIN OSA RADIATED MAX MAX OPER ELECTRIC HEATING COIL S 4,NOtNEf."Y/ TAG (SF) (CFM MAX CFM MIN CFM NC PRES.H2O INLET SIZE TITUS MODEL# NO.SHOWN ) STEPS KW VOLTS/PHASE , VAV-1 377 19 1100 330 25 0.16 10 SCR 4.5 20813 DESV y0e003°N.tA"\�' / CS1 T•BAR CEILING SUPPLY TDC ST WHITE LOUVERED FACE VAV-2 165 110 220 110 20 0.02 5 1 1.5 20813 DESV L C CS2 HARD CEILING SUPPLY TDC ST WHITE LOUVERED FACE.BORDER TYPE 1. DARES 12/31/06 VAV3 97 70 120 70 20 0.03 4 1 1.0 20811 DESV CS3 CEILING SUPPLY TDC ST ASA LOUVERED FACE,WITH FLANGED FRAME(TITUS BORDER TYPE 1) VAV-4 558 198 620 220 25 0.03 8 1 2.5 20813 DESV R S CS4 T-BAR CEILING SUPPLY PCS ST WHITE PERFORATED FACE,ADJUSTABLE CURVED BLADE VAV-5 151 100 450 135 25 0.07 7 1 1.5 .20813 DESV ,+ CR1 T-BAR CEILING RETURN PAR ST WHITE PERFORATED FACED '' VAV-6 108 10 100 40 15 0.02 4 1 0.5 20811 DESV CR2 HARD CEILING RETURN PAR ST WHITE PERFORATED FACE.BORDER TYPE 1. VAV-7 96 1090 35 15 0.02 4 1 0.5 20811 DESV CE1 HARD CEILING EXHAUST PAR ST WHITE PERFORATED FACE.BORDER TYPE 1. c1 CE2 T-BAR CEILING EXHAUST PM ST WHITE PERFORATED FACE. VAV-8 427 128 680 205 25 0.04 8 1 2.5 20813 DESV HS1 HIGH SIDEWALL SUPPLY 300 SERIES ST ASA DOUBLE DEFLECTION,FRONT BLADES VERTICAL VAV-9 155 20 310 90 25 0.08 8 1 1.0 208!1 DESV ti HRt HIGH SIDEWALL RETURN 350 SERIES ST ASA 45 DEG BLADES VAV-10 302 83 255 120 25 0.03 5 1 1.0 2081 1 DESV 11, LS1 LINEAR SLOT DIFFUSER ML-39 ST ASA 2 SLOT,1.0'WIDTH,BORDER TYPE 1B DUCT MOUNTED,NO OBD,SEE PLANS FOR LENGTH VAV•11 178 20 340 100 25 0.09 8 1 1.0 20811 DESV LS2 LINEAR SLOT DIFFUSER ML-38 ST WHITE 1 SLOT,0.75"WIDTH,BORDER TYPE 18 SURFACE MOUNTED,WITH PLENUM,SEE PLANS FOR LENGTH VAV-12 602 64 530 240 25 0.10 7 1 2.5 20813 DESV FR1 FLOOR RETURN CT-PP-0 AL CLEAR ANNODIZED EXTRUDED ALUMINUM,7132'BARS ON 7118"SPACING VAV•13 278 190 970 290 25 0.12 9 SCR 4.0 20813 DESV % NOTE: CONTRACTOR TO COORDINATE WITH CEILING,WALL,AND FLOOR CONSTRUCTION PRIOR TO RELEASE OF GRILLES,REGISTERS AND DIFFUSERS. 1121 SW Salmon ST STEEL VAV-14 513 60 460 205 25 0.07 7 1 2.5 20813 DESV Suite 100 AL ALUMINUM ASA AS SELECTED BY ARCHITECT VAV-15 191 10 570 170 25 0.03 8 1 2.0 20813 DESV Portland,OR 12 0J '-• VAV-16 130 20 120 50 20 0.03 4 1 0.5 20811 DESV Fax.J03.221.2077 ° SPLIT SYSTEM AIR CONDITIONING UNITS VAV-17 135 20 120 50 20 0.03 4 1 0.5 20811 DESV 8• TAG AC141CU14 VAV-18 114 80 130 80 20 0.03 4 1 0.5 . 20811 DESV MANUFACTURER MITSUBISHI VAV•19 118 80 130 80 20 0.03 4 1 0.5 20811 DESV INDOOR MODEL MSOBTW VAV•20 775 80 1075 320 25 0.16 10 - 1 4.5 20813 DESV AIRFLOW-CFM 226 VAV•21 1042 42 900 415 25 0.10 9 SCR 5.0 20813 DESV POWER SUPPLY VOLTSIHERTZIPHASE' 115(60011 VAV-22 358 250 250 250 25 0.03 5 1 2.0 20813 DESV MCA 0.5 COOLING CAPACITY SENSIBLE•Btuh 8,500 VAV-23 313 210 520 210 25 0.09 7 1 2.5 20813 DESV SOUND PRESSURE LEVEL,dBA 36 NOTE: SCR-TIME PROPORTIONED ELECTRIC HEAT CONTROL WEIGHT-LB 20 ME OUTDOOR MODEL MU09TW VENTILATION AIR REQUIREMENT SCHEDULE DON3ULTANT3 POWER SUPPLY VOLTSMERTZIPHASE 20811180 SYSTEM SPACE AREA OCC.LOAD FACTOR NUMBER CODE REQUIRED OSA CODE TOTAL VENT AIR MCA 11 (SQ FT) , (SQ FT/OCCUPANT) OCCUPANTS PER OCCUPANT(CFM) REQUIRED FOR SYSTEM(CFM) SOUND PRESSURE LEVEL,dBA 48PER UBC TABLE 10•A PER UBC TABLE 12-A VENT(CFM) W WEIGHT•LB 71 PER UBC 1203.2.1 O SEER 10.2 AC11 HALLWAY 746 0.05 CFMISF 61 CONSTANT VOLUME PACKAGED ROOFTOP UNIT LOUNGE 368 15 25 15 188 0141 4' VJ z SCHEDULE(GAS HEAT- ELEC.COOLING) EXHAUST FAN SCHEDULE VARIABLE AIR VOLUME PACKAGED ROOFTOP UNIT CONFERENCE 923 15 62 20 620 c1j Q 0 MARK NUMBER AC12 AC13 SCHEDULE (GAS HEAT- ELEC.COOLING) C9 x Lti OFFICE 3033 100 31 20 310 2 w SERVING MARK NUMBER EF•1 MARK NUMBER AC11 1.Z cl p SUPPLY FAN: TYPE SPUN ALUM SERVING BUILDING PERIMETER WAITING 190 15 13 15 98 Li. Z p Q m tZ J WHEEL TYPE FC FC SUPPLY FAN: D SERVING TOILETSIBREAKROOM STORAGE 1103 300 4 15 30 3 C TOTAL CFM 2,710 1,745 WHEEL TYPE FC y Q MIN.OA(CFM) 275 175 FAN LOCATION ROOF TOTAL CFM 10,080 COPY CENTER 149 0.5 CFMISF 75 J c C7 ESP(IN.WC) 0.625 0.825 CFM 400 MIN.OA(CFM) 1,940 BREAK ROOM 313 15 21 20 210 V Q DRIVE BELT BELT ESP(IN.WC) 2.000 MAX RPM 1,620 1,080 TSP(IN.WC) 0.375. DRIVE BELT-VFD TOILET ROOMS 356 - 03 Z 50 CFMIFIXTURE 350 1941 Z V MAX BHP 2.71 1.02 DRIVE DIRECT MAX RPM 993 AC12 HALLWAY 1340 • - 0.05 CFM/SF 67 CO MIN MOTOR HP 3.00 1.50 MAX BHP 10.67 + FILTER: MAX FAN RPM 1,330 MAX MOTOR HP 15.00 OFFICE , 1679 100 17 20 170 V TYPE 2'30%PLEATED 2"30%PLEATED MOTOR HP. 1/15 FILTER: STORAGE 207 300 1 15 8 245 MAX FACE VELOCITY(FPMI 490 315 VOLT/PH 12011 TYPE 2'30%PLEATED HEATING: MAX FACE VELOCITY(FPM) 280 AC13 HALLWAY 1034 - - 0.05 CFMISF 52 INPUT HI ILO(MBH) 72.00150.00 72.00150.00 WHEEL TYPE BI HEATING: MEI PROJECT NAME OUTPUT HI/LO(MBH) 59.04141.00 59.04141.00 CONTROL IW(AC1) INPUT(MBH) 350.0 OFFICE 1059 100 ii 20 110 182 CALC.LOSS(MBH) 31.8 20.4 BACK DRAFT DAMPER YES OUTPUT(MBH) 287.0 (E)AC7 OFFICE 2258 100 23 20 230 I MIN HEATING AFUE(DOE OR ANSI 221.47) 82% 82% CALC.ENVELOPE LOSS(MBH) 154.1 I MIN HEATING AGA THERMAL EFFICIENCY NA NA VARIABLE SPEED CONTROL YES MIN HEATING AFUE(DOE OR ANSI Z21.47) 82% HALLWAY 1114 - - 0.05 CFMISF 56 I COOLING: SPECIAL COATINGS NO COOLING: VIDEO 120 20 6 15 45 331 CALC.SENSIBLE MBH 44.4 27.0 CALC.SENSIBLE MBH 253.5 GALL.TOTAL MBH 47.7 P8 7 ISOLATION INTEGRAL CALC.TOTAL MBH 283.5 (E)AC8 CONFERENCE 462 15 31 20 310 I EAT DBANB(DEG F) 81165 81185 MAX SOUND SONES 5.70 EAT DB1W8(DEG F) 82185 COPY CENTER 77 - - 0.5 CFMISF 39 LAT DB(DEG F) 55 55 STATIC WEIGHT(LBS.) 25 LAT DB(DEG F) 55.0 I AMBIENT AIR TEMPERATURE(DEG F) 90 90 AMBIENT AIR TEMPERATURE(DEG F) 90.0 HALLWAY 132 - - 0.05 CFM/SF 7 I REFRIGERANT R22 R22 MANUFACTURER GREENHECK REFRIGERANT R22I OFFICE 605 100 7 20 70 426 MIN ENERGY EFFICIENCY RATIO(ARI 2101240) 11.0 EER 13.0 SEER MODEL#[FAN) G-090-D MIN ENERGY EFFICIENCY RATIO(ARI 210/240) NA I DATE: 06/18/04 MIN ENERGY EFFI IENCY RATIO(ARI 3401360) NA NA ACCESSORIES CURB ADAPTOR MIN ENERGY EFFICIENCY RATIO(ARI 340/360) 9.3 EER 19.5 IPLV (E)AC10 OFFICE 1215 100 13 20 130 ELECTRIC: ELECTRIC: MOCP 40.0 30.0 MOCP 225.0 CONFERENCE 368 15 25 20 250 380 I CHECK' LO MCA 34.5 25.8 MCA 184.0 I DRAWN BY: AMB VOLT/PHASE 20813 20813 IW-INTERLOCK WITH(EQUIPMENT MARK NO.) VOLT/PHASE 20813 ACCESSORIES: ACCESSORIES: PROJECT.' 203341 POWER EXHAUST YES YES NOTES: POWER EXHAUST YES 'PLOT DATE 06/18104 PROJ.4 0340. ECONOMIZER YES YES 1.USE SPEED CONTROL TO BALANCE FAN. ECONOMIZER YES This document Is a copy of MODULATING GAS BURNER(25%TURNDOWN) NA NA LOCATE ADJACENT TO FAN. MODULATING GAS BURNER(38%TURNDOWN) YES the original document.The original SS HEAT EXCHANGER ' NO NO SS HEAT EXCHANGER YES document Is on file at 2.CURB ADAPTOR TQ MATCH EXISTING AC C I P 10 1 O UV LIGHT FILTERS YES YES UV LIGHT FILTERS YES +f�"moult..�C,.. ,"a CURB.CONTRACTOR TO FIELD VERIFY MANUFACTURERS ROOF CURB SPRING ISOLATION SPRING ISOLATION MANUFACTURERS ROOF CURB SPRING ISOLATION ACCIPIO INC. STATIC WEIGHT(lbs.) 850 700 EXACT DIMENSIONS PRIOR TO ORDERING. STATIC WEIGHT(lbs.) 5,200 4000 SE INTERNATIONAL WAY 3■ MANUFACTURER CARRIER CARRIER - MANUFACTURER CARRIERSUITE F204 MILWAUKIE,OR 97222 MODEL 48HJD007 48HJD005 MODEL 48AYD030 503.652.9654 T NOTE:FOR UNITS 2000CFM OR GREATER ELECTRICAL CONTRACTOR WILL PROVIDE DUCT DETECTOR NOTE:FOR UNITS 2000CFM OR GREATER ELECTRICAL CONTRACTOR WILL PROVIDE DUCT DETECTOR 503.652.9652 F www.acciplacom MECHANICAL CONTRACTOR WILL INSTALL AND WIRE FOR FAN SHUT-DOWN. MECHANICAL CONTRACTOR WILL INSTALL AND WIRE FOR FAN SHUT-DOWN. ,CONTACT:LOREN DERN O 2 Ma 3 NM 4 Illin aonw.sw,un",ea.,.... \.T r8u/�f�., �aS GINE4 e9 ,/ MIRES 12/31/05 2 INCH DUCT LINER FOR DUCTS 29X98 EXPOSED TO WEATHER SOLDERED ELECTRIC COIL CONTROL DOOR ELECTRIC COIL. SEE SCHEDULE R S w ROOFTOP AC UNIT POKER EXHAUST MOOUtL EXPOSED DUCT ON ROOF SEAMS MAKE WEATHERTIGHT. WITH INTERLOCKED DISCONNECT FOR NUMBER OF STAGES SUPPORT FROM BELOW. SEAL ALL SEAMS WEATHERTIGHT SWITCH. 0 MANUFAC1URERS DUCT UP,ANCHOR AND SEAL OFF j, MIN. 5 FT. f, ® h CUA 20X98 DN © INSIDE CURB.DUCT FULL SIZE OF ANCHOR COUNTER FLASHING TO CURB 1 1 4 .--..- „ 1HRU ROOF® DIFFUSER NECK. 11111 CURB-FLASH&COUNTERFLASH SHEET METAL DUCT. FLEX NOT APPROVED. III , Th(E)ROOF lt�ll�C CURB NOT BY MECHANICAL ROOF ITM VAVBOX(E�ARAPET I, _ JI UNET_ tli N-(E)ROOP II r- 41 ALLOW FOR CODE ACCESS DOOR. INTERNALLY LINED © 18%98 DN (E)ROOF WELL WALL 26098 CLEARANCE IN FRONT HINGED CONTROL RECTANGULAR SHEETMETAL y ®1HRU ROOF OF CONTROL ACCESSD1121 SW Salmon Suite 100 Portland,OR 97205 • SECTION 2 DUCTWORK-ROOF PENETRATION VAV BOX WITH ELECTRIC HEATER Tel.503.221.1121 Fax.503.121,2077 8 VC-1.-0' M3,2 DIAGRAMMATIC 0111 C1Ap9AMMATTC ME IME CONSULTANTS 0 . Q WT DAMPER SCHEDULE o Z RADIATED MAX OPER CARRIER TAG TYPE SYSTEM MAX CFM MIN CFM INLET SIZE ...w . J MAX NC PRES.H20 MODEL# WT-7-1 BYPASS AC7 875 0 EXISTING cg Q Q 0 W SUPPORT FROM STRUCTURE C9 W ABOVE AS REQUIRED&APPROVED. VVT-7.2 ZONE AC7 , 320 100 EXISTING F: Z C C Q SUPPORT FROM STRUCTURE i VV•7ZONE ABOVE AS REQUIRED&APPROVED. 3E AC7 300 190 8 RELOCATED Ll Z,Q pp G CI WT-7.4A ZONE AC7 1100 850 EXISTING 0 3 g Z VVT•7 4B ZONE AC7 1100 850 EXISTING ' N THREADED ROD W/HEX NUTS VVT 8.1 BYPASS AC8 150 o EXISTING V Q ago W LE THREADED ROD W/HEX NUTS T EYE ROD W/HEX TURNBUIXNUT TURNBUCKLE WT-8-2 ZONE AC8 300 200 EXISTING j HEX NUTS TYPICAL WT-8-3 ZONE AC8 80 60 20 0.5 6 ZD-06 ,� [a EYE ROD W/HEX NUT I VVT-10.1 ZONE AC10 320 100 EXISTING ri W / INSULATION WHERE /// INSULATION WT-10.2 ZONE AC10 , 200 100 EXISTING V NOTED ON PLANS j WT-10-3 ZONE ACIO 500 265 30 0.5 10 ZD•10 / SUPPORT STRAP 16 GE EXTERIOR WALLPROJECT NAME l / 03 , / I BY 1 INCH WIDE SEE ARCH. WT-10.4 ZONE ACIO 200 100 EXISTING SUPPORT STRAP, 16 GA. BAND UP TO 160 BY 11NCH WIDE 160 AND LARGER MANUAL VOLUME DAMPER PAINT DUCT INTERIOR FLAT BLACK. WT-10-5 ZONE ACID 350 220 25 0.5 8 ZD-08 I*i DEPTH SUFFICIENT FOR VVT-10-6 ZONE AC10 320 100 EXISTING I MANUAL VOLUME DAMPER WT-1D7 ZONE AC10 600 300 EXISTING NOTE'S' TURN RANGE INWARD&SEAL JOINT. 1 CONTRACTOR TO SEISMICALLY BRACE DUCTWORK PER \kr' TO BE FULLOPEN WITHOUT I INTERFERING WITH GRILLE. WT-10-8 BYPASS AC10 1300 0 EXISTING SPECIFICATIONS. RELOCATED:EXISTING VVT DAMPER INSTALLED IN NEW LOCATION I M +p LINEAR SLOT S SEEARCH. 2 SELECT STRAP AND ROD SIZES PER SMACNA'S"HVAC DUCTGLAZING. EXISTING:EXISTING VVT DAMPER IN EXISTING LOCATION • CONSTRUCTION STANDARDS-METAL AND FLEXIBLE." OWLET HEIGHT NO T NO LESS I Dare. 06/1804 3 FINISH AU.EXPOSED SURFACES PER ARCHITECTS REQUIREMENTS THAN ADJACENT GLAZING HEIGHT AFF. `c---D-4I CHECK: to C-- I DRAWN SY: CMB CD EXPOSED SPIRAL ROUND DUCT c--) EXPOSED SPIRAL ROUND DUCT/SUPPLY GRILLE ■•• PROJECT: 203341 PLOT DATE:08/18/04 PROJ.a 0340 �( , DIAGRAMMAT C Thls document Is a copy of the original document The original document is on De at 41.4 ACCIsP,IO 19 ACCIPO INC. 4000 SE INTERNADONAL WAY Mia Le SUITE F204 MILWAUKIE,OR 97222 503,602,9654 T 503.652.9653 F wwwaccipio.com CONTACT:LOREN DERN _ 2 _ 3 _ 4 N m.m.a xa wa,uwxi.,. 66/te/a ØINENç5PROf , f't. , ',17 . r /4 SUPPORT FROM STRUCTURE ABOVE 60m 12/31/06 AS REQ'D AND AS APPROVED. R S w THREADED ROD WITH HEX NUTS TURNBUCKLE -• — -" EYE ROD WITH HEX NUT a (E)CEIUNG I♦ SUPPORT FROM STRUCTURE EXPOSED DUCTWORK. SEE PLANS ABOVE AS REQUIRED&APPROVED. FOR SIZE. ROUTE DUCT HIGH TURN FLANGE INWARD&SEAL JOINT. 11,01 AND TIGHT TO(E)CEILING. 4e THREADED ROD W/HEX NUTS MANUAL VOLUME DAMPER SUPPORTBYrn1 NCH6WI E r � (E)TRUSS o TURNBUCKLE DOUBLE DEFLECTION SIDEWALL h GRILLE. CONNECT DUCT LIGHTS NOT BY DIV. 15. Ili PAINT DUCT INTERIOR AND FULL FACE OF REGISTER. `' EYE ROD W/HEX NUT OBD NOT REQUIRED. SEE ELEC. FOR LIGHT FASTENER WITHIN DUCT 1111 SWS01moa PAINT GRILLE EXTERIOR COLOR MOUNTING HEIGHT. i. MATTE BLACK. COORD WITH Suite 100 ` PAINT DUCT INTERIOR AND /� AS SPECIFIED BY THE ARCHITECT. �T ENGINEER PRIOR TO ROUGH-IN. Portland,OR 97205 • Tel..15S 503.221.1121 a GRILLE FASTENER WITHIN DUCT PAINT DUCT EXTERIOR, FASTENER DEPTH SUFFICIENT FOR MANUAL Far.503.221.2077 MATTE BLACK. COORD. WITH I EXTERIOR,AND DUCT SUPPORTS VOLUME DAMPER TO BE FULLIII 44440. — 1 LOCATE DIFFUSER SUGHTLY IIIIIIIr ENGINEER PRIOR TO ROUGH-IN. COLOR AS SPECIFIED BY ARCHITECT. OPEN WITHOUT INTERFERING BELOW(E)TRUSS&LIGHTS. DEPTH SUFFICIENT FOR WITH GRILLE OR PROTRUDING INSULATION In! MANUAL VOLUME DAMPER INTO ROUND DUCT. TO BE FULL OPEN WITHOUT 5 FASTENER /...,",,N.1„,SUPPORT STRAP 16 GA. INTERFERING WITH GRILLE OR BY 1 INCH WIDE PROTRUDING INTO ROUND DUCT. • D LOUVERED FACE NOTES 1 GRILLE MANUAL VOLUME DAMPER 1 CONTRACTOR TO SEISMICALLY BRACE DUCTWORK PER SPECIFICATIONS. PAINT DUCT EXTERIOR,FASTENER EXTERIOR, SELECT STRAP AND ROD SIZES PER SMACNA'S"HVAC DUCT CONSTRUCTION STANDARDS- AND DUCT SUPPORTS COLOR AS SELECTED BY ARCH. 2 METAL AND FLEXIBLE." EXPOSED SPIRAL ROUND DUCT/SUPPLY REGISTER 2DIFFUSER DETAIL - CONSULTANTS (IS) DIAGRAMMATICM3°3 DIAGRAMMATIC W G C W u) Q EX Q0 l- MECHANICAL UNIT z C LU 1_1/. 1/2"!LAG BOLTS WITH g�T�RIy�g�0 0 Q m G -4 WASHER EACH SIDE 0 12"O.C. SEE EWIPMENT SCHEDULE 3 ►. \ • / "-,--AND PER SEISMIC REQUIREMENTS. FOR BELT OR DIRECT DRIVE. }O y triq CZ GASKET FACTOFI MQLINIED VC410ST FA .p�MEINIAima p�N V J ^ W CO CI WALL INTERNAL SEISMIC 6-1/2"APPROX. � CCI AND/A �,_QR D }_ ..."--.--- SHEET CONCRETE AROUND ENTIRE OPER. HT. � WEATHERPROOFfRESTRAINTS SHEET METAL BOOT I� ENCLOSUREVCONTINUOUS MAS11C BEAD I_ ROLLED BEAD plic..1111L=MI"P•11 i� 44 BETWEEN TANGENT BOOT AND DUCT. NEOPRENE WEATHERSEAL dialwolip„,, BIRDSCREEN • e CONCRETE FLOOR SECURE AND SEAL 411,E SEAL WEATHER TIGHT (E)ROOF CURB. PR�OVIDE WEATHERTIGHT ON 24"O.C. RB '�� F N NUF gI S CCURB PROJECT NAME �-A CURB FURNISHED WITH UNIT ANCHp�F NEXACT ::,'.�:�!: +";..;:'.; ';'';,�2 1/2"MINIMUM 20 GA. GALVANIZED CAP 0 I�� -i l rip-,--40,74 7 s" I \ COUNTER FLASHING. zar6�• st 0 0 I I I I-Ii �� 11=1� 1/2'/LAG BOLTS WI1H _ -�-'r �A FLASHING&RIGID INSULATION - I WASHER EACH SIDE 0 24"O.C. ELECTRICAL CONDUIT 'Ii I FOOTING 1.711,.^ _ __-.✓•' _ AND PER SEISMIC REQUIREMENTS _ROOF Ai " INSULATE PER CODE P19N 6"MIN. r =; TANGENT BOOT I I j�•i l- I.-(�� `°° ,4=_I�I' 12"MAX. q �{p�p��p�p�{p ROOF DUCT INSIDE ROOF CURB.UST1"FLANGE,SCREWED TO DUCT4°MINIMUM PEA GRAVEL � P.T. WOOD LEVEl1NG CURB do SEAL NR TIGHT (TAPE AFTER INSTALLATION) T r kY _r FIBER CANT W/W000 BLOCKING BACKDRAFT DAMPER I COMPACTED EARTH _ __ UNDER SLAB AIR DUCT WITH SECTION A-A I DATE: 06N8434 SUPPLY REGISTER BOOT 4 UNIT ROOF CURB MOUNTING W/ SPRING ISOLATION ROOF EXHAUST FAN I CNECK: LD Ci) 3or+lanc M3.3 DIAc4MMATtc 8 DIACIRAMMATIC I DRAWN EY.• CMB 111.1 PROJECT: 203341 PLOT DATE:06/18/04 PROJ.#0340 Thla document la a copy of the original document The original document la on Re at e ACCI,P,10 /A�/A/ 3 ACCIPIO INC. 4000 SE INTERNATIONAL WAY ■ #I 1 SUITE F204 MILWAUKIE,OR 97222 503.602.9654 T 503.652.9602 F wwwaalpl000m CONTACT:LOREN DERN M 2 N 3 M 4 ,...cm,.n"xauewmc.sn.n v5 OtNFf, PLUMBING CONNECTION SCHEDULE '' '4 SYM FIXTURE W V CW HW REMARKS i PIPING LEGEND 1 ( DETAIL/SECTION INDICATOR) EXPIRES 12/31/06 THIS LEGEND REFLECTS THE GENERALLY USED SYMBOLS BY ACCIPIO INC. WC1 WATER CLOSET 4 2 1 - FLUSH VALVE WITH INFRARED SENSOR,WALL MOUNT, SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT BE REFLECTED ON THE DRAWINGS. MOAN ALCM. R S w VITREOUS CHINA,AMERICAN STANDARD AFWALL EL - Al.MAW #225CHURCH O1.8 GPF,#255SSCELONSEAT BOWWITH SEAT; SANITARY WASTE BELOW GRADE - - 90 DEGREE ELBOW r Al Q DETAIL tO CHURCH MODEL SEAT WITH SELF-SUSTAINING CHECK HINGES,MAXIMUM 1.1/2"SEAT HEIGHT.VALVE;SLOAN SANITARY WASTE ABOVE GRADE 45 DEGREE ELBOW ( ° W W ROYAL MODEL#111-SMO,WITH BATTERY POWERED IR ACID WASTE BELOW GRADE ----AW---- PIPE ELBOW UP 9 SIDE MOUNT SENSOR AND CHROME PLATED COVER. ACID WASTE ABOVE GRADE AW PIPE ELBOW DOWN 9 MOWN NUMBER ON ,, PUMPED WASTE PW TEE -1- ALAP M WC2• WATER CLOSET 4 2 1 - SAME AS WC1 EXCEPT MOUNTED AT A HEIGHT TO VENT V — PIPE TEE UP ELBOW 4- MIMI AIM& To COMPLY WITH ADA.MOUNT FLUSH VALVE HANDLE ON ACID VENT --AV---------- TEE UP o• •-ALNUIM APPROACH SIDE OF WATER CLOSET. RAIN DRAIN ABOVE GRADE qD PIPE TEE DOWN ELBOW u a URI URINAL 2 2 314 - FLUSH VALVE WITH INFRARED SENSOR,WALL TYPE, RAIN DRAIN BELOW GRADE - -90- TEE DOWN qq9 0 0 _—AiI L.W4 L M UNION -9- VITREOUS CHINA,1.0 GPF,AMERICAN STANDARD COLD WATER-POTABLE - PRESSURE REGULATOR p1G Wl W TRIMBROOK#8581.017.VALVE;SLOAN ROYAL MODEL NON-POTABLE COLD WATER —N—- y #188.1-SMO,WITH BATTERY POWERED IR SIDE MOUNTGATE VALVE D6 MOM M WAWA ON 112!SW Salmon SENSOR AND CHROME PLATED COVER SUPPORT; HOT WATER-POTABLE -- *CH MOIL APPINANI Suite 100 JR SMITH#0637.PROVIDE STRAINER AS REQUIRED. NON-POTABLE HOT WATER —11—-- BALL VALVE Portland,OR 97205 • HOT WATER RETURN-POTABLE --- GLOBE VALVE DE1 Tel.503.221.1121 b UR2' URINAL 2 2 314 - SAME AS UR1 EXCEPT MOUNTED AT A HEIGHT TO NON-POTABLE HOT WATER RETURN—N—--- BUTTERFLY VALVE 65IFax.503.221.2077 COMPLY WITH ADA. TEMPERED HOT WATER 1W CHECK VALVE N NM L1 LAVATORY 1 112 1 112 1/2 1/2 COUNTER MOUNT,VITREOUS CHINA,AMERICAN TEMPERED HOT WATER RETURN TM! STRAINER STANDARD RONDALYN#0491.019.FAUCET;CHICAGO DEIONIZED WATER BE HOSE BIBB t INDEX OF PLUMBING DRAWINGS: #2200-4,WITH ADJUSTABLE HOT LIMIT SAFETY STOP. DEIONIZED WATER RETURN DER SILL COCK PROVIDE GRID STRAINER.MOUNT AT A HEIGHT TO GAS(STND.PRESSURE) C PIPE CAP COMPLY WITH ADA.PROVIDE HANDICAP PROTECTION GAS(2 psi) 02 PRESSURE GUAGE 9 P0 1 COVER SH -PLUMBING (TRAP,CW SUPPLY,HW SUPPLY)PER SPECIFICATIONS VACUUM VAC BASE MOUNTEDPUMP P1.1 ANNEX DEMOLITION PLAN- PLUMBING THERMOMETERR WELL --0- � S1 SINK 2 1 1/2 1/2 1/2 COUNTER MOUNT,SINGLE COMPARTMENT SS 18 AIR(15 psi) A SAFETY VALVE 4' P2.1 ANNEX FLOOR PLAN -PLUMBING GAUGE,ELKAY#LR-2521;FOR 2 HOLE FAUCET; AIR(50 psi) A50 REDUCER itilP2 2 ENLARGED FLOOR PLAN - PLUMBING FAUCET;CHICAGO#2302 WITH SWING SPOUT AND INDIRECT DRAIN ID SOLENOID VALVE toil ADJUSTABLE LIMIT STOP.PROVIDE HOT WATER STORM DRAIN - -ST THERMOMETER li P3.1 DETAILS- PLUMBING DISPENSER IN-SINK-ERATOR,MODEL H990,CHROME GUTTER DRAIN ID FINISH,6.5AMP,115VAC PLUG IN,ADJUSTABLE FROMOVERFLOW DRAIN Dp GROUND HYDRANT a 140 DEGREE F TO 200 DEGREE F.PROVIDE GARBAGE SAWCUT,PATCH TO MIN CONSULTANTS DISPOSER IN-SINK•ERATOR BADGER 5,1/2HP,120V, PIPING BELOW GRADE MATCH ADJACENT SURFACES ° SINGLE PHASE,28 OZ GRIND CHAMBER WITH PIPING TO BE REMOVED F * * * I DISHWASHER CONNECTION INSTALL AS REQUIRED. SEE PLUMBING SCHEDULE WC1 NEW CONNECTION TO EXISTING S g MS1 MOP SINK 3 1 112 3/4 3/4 FIBERGLASS MOP SINK,MUSTEE#63M,WITH PIPE LINE BREAK STRAINER CHICAGO#897 FAUCET WITH VACUUM AIR OUTLET OA GAS OUTLET BREAKER,WALL BRACE,PAIL HOOK,AND 3/4'HOSE 0 Z THREAD OUTLET. O 03 DFI• DRINKING 1 1/2 1 112 1/2 -- BARRIER FREE,DUAL HEIGHT,WALL MOUNTED,18 GA, Q y w FOUNTAIN SS,SATIN FINISH.VANDAL-RESISTANT BOTTOM2 O J PLATES,HAWS 1119.PROVIDE MOUNTING PLATE JR SMITH 834 FOR HI-LO FOUNTAIN(BACK PLATE AND Qtti z W SUPPORTS .)AND ADA SKIRT EXTENSION HAWS#SK1. (ABBREVIATIONS: MARK GAS CONNECTION SCHEDULE CL 2 1, zjO 1 FDI FLOOR DRAIN 3 1 1/2 PRIME - JR SMITH#2005 SERIES,ROUND STRAINER WITH NUMBER DESCRIPTION LOCATION INPUT. MBH O MAXIMUM 318 INCH SQUARE OPENINGS.PROVIDE CI CAST IRON AC11 AC UNIT ROOF WELL 350 oriy�t W APPROPRIATE STRAINER HEAD TO INCORPORATE CLG. CEILING AC12 AC UNIT ROOF 72 J O. Z WITH FLOOR FINISH.SEE ARCHITECTURAL. CO CLEAN OUT AC13 AC UNIT ROOF 72 V Q HBI HOSE BIBB — — 3/4 — ANTI-SIPHON,AUTOMATIC DRAINING,NON-FREEZE COTG CLEAN OUT TO GRADE I W WALL HYDRANT,LOOSE KEY,INTEGRAL VACUUM CSP CONCRETE SEWER PIPE SUBTOTAL LOAD 494 BREAKER,WOODFORD MODEL 85 SERIES. CW COLD WATER WHI WATER HEATER - - - - ELECTRIC TANK TYPE WATER HEATER,A.O.SMITH EXISTING CITY HALL LOAD TO REMAIN *796 (� 0 ELECTRIC MODEL#EC-52,50 GALLON CAPACITY,4500 WATTS,240 DN DOWN EXISTING POLICE LOAD TO REMAIN •700 U VOLTS,SINGLE PHASE,18.4 GPH RECOVERY AT 100 DS DOWN SPOUT DEGREE TEMPERATURE RISE. (E) EXISTING TOTAL LOAD 1.990 ETI EXPANSION - - - •-- FIXED BLADDER EXPANSION TANK,POTABLE WATER, FF FINISH FLOOR • ESTIMATED EXISTING GAS INPUT, CONTRACTOR TO FIELD VERIFY. N PROJECT NAME TANK 140 DEGREE F,MIN.1.8 GALLON TANK WITH MIN.0.7 FIR. FLOOR GALLON MAX.ACCEPTANCE AT 40 PSIG.MAXIMUM GPM GALLONS PER MINUTE POLICE STATION,CITY HALL, AND OTHER AREAS. EXISTING CONNECTED I WORKING PRESSURE 100 PSIG.WESSELS MODEL#T-5. HP HORSEPOWER LOAD TO BE FIELD VERIFIED BY NW NATURAL. I HW HOT WATER CP1 RECIRC.PUMP -- -- -- -- ALL BRONZE INLINE CENTRIFUGAL PUMP,0.2 GPM AT HWR HOT WATER RETURN I 0.1 FEET OF HEAD,41 WATT,115 VOLT,SINGLE PHASE, ID INDIRECT DRAIN I BELL&GOSSETT BRONZE FOX MODEL#NBF-9UILW. IE INVERT ELEVATION IMI ICE MAKER - - 1/2 - IN WALL ICEMAKER SUPPLY VALVE,GUY GREY MODEL IIS IN JOIST SPACE CONNECTION #13IM875• I I.W. INTERLOCK WITH I ORD OVERFLOW ROOF DRAIN I DATE: 06/18/04 I.D. INDIRECT DRAIN PSI POUNDS PER SQUARE INCH SPECS. SPECIFICATIONS I CHECK LO •TO MEET ADA REQUIREMENTS SWP SWITCH WITH PILOT LIGHT I DRAWN Br: CMB TS TIME SWITCH TW TEMPERED HOT WATER NM PROJECT: 203341 '• EQUIPMENT NOT BY PLUMBER.CONTRACTOR TO CONNECT-COMPLETE.VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS TWR TEMPERED HOT WATER RETURN PLOT DATE:08/10/04 PROJJ!0340 WITH EQUIPMENT PROVIDER PRIOR TO ANY ROUGH-IN. VTR VENT THROUGH ROOF This document Is a copy of WCO WALL CLEAN OUT the 009/001 document The onglnel document Is on Ole at NOTE: VENT LINES TO BE OMITTED ON FLOOR SINKS,FLOOR TROUGHS,AND FLOOR DRAINS WITHIN APPROPRIATE DISTANCE FROM A VENTED ACC I P I O WASTE LINE AS PERMITTED BY STATE OF OREGON PLUMBING SPECIALTY CODE AMENDMENTS TO THE UNIFORM PLUMBING CODE AND P0. scam NC. LOCAL AUTHORITIES. 4000 SE INTERNATIONAL WAY SUITE F204 MILWAUKIE,OR 97222 503.652.9654 T 503.652.9652 F wwwacclplo.com CONTACT:LOREN DERN MI 2 NNE 3 MI 4 won cw,ron,e mwu° ,. .40 PROF`J� 4. ol131NEf`'r- , 1 / .?nt n • ' �4 r3 0.0 , � fes,'Sy ROMIER 12/31/08 ! ! I w I I ! I R S m f I 1 I — — i I I GENERAL NOTES I ! ` I I 1 ALL EXISTING DUCTWORK, PIPING, EQUIPMENT,ETC. WERE TAKEN FROM AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. -. . s ! ----_-.. ___ ____-._- -_-_ -_�.7.5,-.----.4--- .....7r-- �I.__..,_ CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. a I i 2 MAINTAIN INTEGRITY OF EXISTING PIPING,MECHANICAL AND ` I BUILDING SYSTEMS ETC.SERVING ADJACENT SPACES IN AREAS T i REMOVE(E)t"G OF NEW CONSTRUCTION. • �� (E)4'W TD REMAIN (E)AC I • STAVING UNIT ( m ,I.E 1 mor !,,jErem. 3 WHERE WORK IMPACTS EXISTING CEILING WALL,OR FLOOR to-='=�=t ~� r' u`� 'y I ! " FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH TO a x ` S1 r t ' MATCH ADJACENT SURFACES. - - �.-... - - --i-- - - - f --6=.'Er-_ - -z=-3c —_F-6=�_ -. a=tel -- — -.- - - fl t\\\\ I 1 4 CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. 4, (E)1-1/2'C 1 I ! ! I ( i 1111 SW Salmon 11 S � 3K lIE GRAFROM q HALI TO REIU�! * fK 7K * * * * lk * 7N * * 7K * * * * 1K * *A* * 71 * lk * * 41E 5 i ! i I 1 USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. Suite 100 (E) CW MAIN �)4 w E�DRAIN TO REMAIN REMOVE(E)t'G CN ROOF Portland,OR 97205 RE RISER TO REMAINta 3.221.1121 '(E)3/4•Cw 1 (E)s TMHT To WALL 10 I FTeats l.503.221.2077 010 I (E)Wt�1ER HEATER ABOVE(9�© ! 5) REMOVE(E r°IN CI::ACE 1� ^ Y (E)1AOP SINK BEt WW ! I I i NOTES THIS SHEET 0 10YG I .. __ • .' (E)Iiw CIRC.PUMP 11 W— — T I� ,$"'' (E)YG UP THROUGH ROOF 13 ! I -- TO A POINT BEYOND CONCEALMENT AND CAP.PATCH TO MATCH REMO,�E(E)1-1/4 G(�N ROT I•" - I"t ' (E)FLOOR DRAIN©0 Ili ! ! I ADJACENT SURFACES. 6 (E)FLOOR DRAIN I-9 1;Aili7I' . ((EE1 2.H, I REMOVE ! II! ! I 2 SAME AS NOTE 1 EXCEPT(E)FLUSH VALVE WATER CLOSET.CLOSET[TP-2 i \`:i;,, '/ly (E)3/4101 AND SALVAGE EXISTING INFRARED FLUSH VALVE TO OEE(EX141 a: r�NtVK-1E•..4,_- ROAM(E)4'VIR® OWNER. 1 - r REMOVE,�(01-1/YCW ON TO (Er/2'HWR 1 SERVE(E1NX1URE5• REMOVE (E)3/4"Hw I (mow I,"' ! ( 3 SAME AS NOTE 1 EXCEPT(E)COUNTER MOUNT SINK. (ES1•E)2 V I yN n (EXAV.7YP-201 �� 4 SAME AS NOTE 1 EXCEPT(E)DRINKING FOUNTAIN. CONSULTANTS �w 1%�; it t;\ I ! ! I —__—_- 1/n- -__.__—__._ ;N __-__. '_, 2_-_. _. _-. - --.— -------._ ._.___—.._ _—__..__—__ __O 5 SAME AS NOTE 1 EXCEPT(E)MOP SINK. SERVINGI E)ACII-80 I 1 ear (E)WATER CLOSET 2 ,,,i -- 4-tO TIL ! 6 SAME AS NOTE 1 EXCEPT(E)FLOOR DRAIN. Z I I; :i -SIF -�I� >� y -- I S I 7 SAME AS NOTE 1 EXCEPT(E)WALL CLEAN-OUT. -1 Ln I Ip(q w 1 J ill I ! I I O I i (E)LAV.( �� I (E)1lil .141 1,4 /2'NW REMOVE ! ! ! I 8 REMOVE(E)VTR AND ALL ASSOCIATED PIPING. PATCH TO MATCH Q (E) ADJACENT SURFACES.PATCH ROOF PENETRATION WEATHERTIGHT I •/441111111.. ,� 1/2"Cw AS SHOWN i ! i O TO MATCH ADJACENT SURFACES. C W y a _ 1 $�: o4"\ ! -__- -.-- (iii . -----�- R A_-_-v -___-_-- '__ 9 REMOVE(E)WALL SUPPORTED WATER HEATER,ALL ASSOCIATED ,Qk QO -..____�_.�_______ __-____.__ _ _ _____ _______._ ___._ ._._�_..__.__.______-______._r__ _______-_-___-___..�_-___ �__ ___. I� + ______i___Og PIPING AND SUPPORTS. COORDINATE WITH DIVISION 16 FOR I%W Tw Z POWER DISCONNECTION. Z REMOVE E 1 1/4'A 1•. Z' Cl;0 SERVING ACU-'I (_ REMOVE(E)2"VR1® I I ! ! 2 •'• ! ! ! (E)SINKO3 I _ __ - ^-- ! ! I 10 BREAK(E)PIPING FOR(N)CONNEC110N.SEE 1/P21 FOR NEW. 0 'Q 3 c Q„ 11 REMOVE(E)WALL HYDRANT AND ASSOCIATED PIPING FOR y 0 ! ! I I I ! I INSTALLATION OF(N)WALL HYDRANT. SEE 1/P2.1 FOR NEW. 6-J N t:ol W v ! ! I - 12 REMOVE(E)DOMESTIC HOT WATER CIRCULATING PUMP AND = (� ! I !�— I I I ! I ASSOCIATED PIPING.COORDINATE WITH DIVISION 16 FOR POWER DISCONNECTION. ! I ! I ( ! ! ! I 13 REMOVE(E)PIPING THROUGH ROOF AND PATCH ROOF Z WEATHERTIGHT TO MATCH ADJACENT SURFACES. Q 1 ! ! ! NMI PROJECT NAME SAWCUT NOTE : 0 c!-_) 6 (13 SAWCU711NG BY GENERAL CONTRACTOR.COORDINATE DIV.18 ( ,1 1 (K 1 (I 1 ( ) ( N) ( p) SAWCUTRNG REQUIREMENTS WITH GENERAL CONTRACTORHI FPOLICEANNEX DEMO PLAN — PLUMBING � 1� I DATE. 0811B4M111111 UW-f-0' , , " 1 CHECK LD re 1 DRAWN SY: PCMB 0 8 16j ja IE PROJECT.' 203341 PLOT DATE 06/18104 PROJ.#0340 KEY PLAN Thie document Is a copy of SCALE IN FEET the original document.The original document le on 0b et ,D ACCIPIO ACCIPIO INC 4000 5E INTERNATIONAL WAY P 1. 1 SUITE F204 MILWAUKIE,OR 97222 503.652.9654 T 503.652.9652 F www.accipio.com CONTACT:LOREN DERN 2 13 MI 4 MN w,.*.20.04e.w.116u..w,. 40.PROTIA, ow00R 144}13 \4 ECP . ENVIES ta/31/08 GENERAL NOTES R S 1 ALL EXISTING DUCTWORK, PIPING, EQUIPMENT,ETC. WERE TAKEN o FROM AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. I I I I I I ( 1 I CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. I I I I 1 2 MAINTAIN INTEGRITY OF EXISTING PIPING,MECHANICAL AND .• BUILDING SYSTEMS ETC.SERVING ADJACENT SPACES IN AREAS I I I �`` I I OF NEW CONSTRUCTION. m I.-_•-.----__._ _._.. --- II� -_ ---____-_-_-_----.DEFT _-_ - _ --.-- - I--__n 3 WHERE WORK IMPACTS EXISTING CEIUNG,WALL,OR FLOOR et • FINISHES OR BUILDING COMPONENTS,CONTRACTOR TO PATCH TO WORK • CONFEREN 170 OFFICE MATCH ADJACENT SURFACES. - - ' VfSTIBUL - _.. r(04'W 1 0 OPEN O 177 —Li 169 I 11 CONFERENC 1 • 4 CONTRACTOR TO VERIFY EXACT CONDI110NS IN THE FIELD. 1121 SW Salmon 5 /6 ®� ••—••—i•r"' -•••��••1.1 I DFFIf WORK' 5 USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. Poirtland OR 97105 Tel 503,221.1121 - _-. "11� I - — 1---- — I _f,1 6 PROVIDE ACCESS PANELS FOR ALL VALVES LOCATED IN WALLS Fax.503.111.1077 ° BOOK SR PO, 9 ! t� j Hai i I `Y�� i v BEHINDAND A DACCESS PANELSCEILINGS AS. LOCATE VALVES DIRECTLY (E)2-1/2'O M L// i — i 7 LOCATE PLUMBING VENTS A MINIMUM 10 FEET HORIZONTAL FROM CONFERENCE MECHANICAL OUTSIDE AIR INTAKES. MUMSEE 2/P2.2 ACE I 151 - ERE ' i LOB Y I I I r f �' , I 8 FLASH AND COUNTERFLASH VTR PENETRATIONS OF ROOF 3/4"CW DN IN I I ! I I I MEMBRANE. SEAL ROOF PENETRATION WEATHERTIGHT. CEILING DACE I �� I I I I ( 9 COORDINATE EXACT LOCATION OF FLOOR DRAINS WITH SEE 1/P2.2 FOR CONT, - - I ' yi 4 I I �j ( I I ( ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. N .uu ' i i �_ woM N, I I NOTES THIS SHEET 0 I v i1 I I I I I CONSULTANTS lig .a..__.�_A �� le i I I OPEN 1-1/4"G TO AC-12.0 OFF."� I I 1 NOSE BBB MOUNTED ON ROOF WELL WALL SEAL WALL I ,ff,, i I OFFICE I I PENETRATION WEATHERTIGHT. Z I �'®'ll._�+ 1-1/et TO AC-13.® i'H N LI t-I/2"0 IN CEIJNG SPACE 2 COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS -� 16 1 I I le ( I I WITH EQUIPMENT PROVIDER PRIOR TO ROUGH—IN. J m I I --E5-7---, 141 se -. 1 �.. _ ..I , \ I OFFICE ,, r OFFIC I I "` I" J ''''''•• _ I ,-,/2'C EXPOSED TIGHT TO I !6 I c IW ti 0 a — ^� STRUCTURE ABOVE %//'.;',r IY O' `� BREA5 ♦, I C'X Q W ci- HA� ,,�• ( 0 moo' — 1 ~ i , STORAF • CONFERENCFA CDNFERENCES I ,� I Q !9 16 l6 m Q IILL0L A f3 ELCCTRI16f 1,,..„,___=-"—t- I "" ( I V W 1 I r=- I - -- _ �! I I I Z I I I - '-�=+=y�� 1 I I I I No PROJECT NAME gtK I ! I I I I 1 I 1 I I I I I 1 I I I I I I I I I I a 6 6 U lJ 6 6 6 6 POLICE OLI ' I I DATE: 06/18/04 ANNEX FLOOR PLAN - PLUMBING A'1�MI -g /�/ I CHE/ L° 9 Ur.I-0' ,, I,' CITY H4LL j I DRAWN BY: CMB IIIA E PROJECT. 203341 PLOT DATE:06/18/04 'PROJ.a 0340 KEY PLAN Thle document Is a copy of the original document The original document Is on file at eACCIPIO ///� //% 4000 SE NTERNI AITIONAL WAY ■ �e■ SUITE F204 MIL WAUKIE,OR 97222 503.652.9654 T 503.652.9652 F www.acciplocom CONTACT:LOREN DERN INNI 2 iii. 3 — 4 —04.44+•:mom 4....44• PRfF I „tom 1 f �f CONFER£N52 v ..t T C°"- MEP,2/31/0e iof sEE 1 CW MAtIFCD up.` (E 1/21 FORR T. i 'CONT. GENERAL NOTES R S w (E)RRE RISER (EMI/MAIN ' ®®' I ALL EXISTING DUCTWORK,PIPING, EQUIPMENT,ETC. WERE TAKEN r. (E)3/4'CW _ _ _ FROM AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. i . C - - ,(r f �' ©► CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. a 1 1 FOR CISE `' - /rNisi1 �- ©� 2 MAINTAIN INTEGRITY OF EXISTING PIPING,MECHANICAL AND ... iiiii.irli 1 CW � . , BUILDING SYSTEMS ETC.SERVING ADJACENT SPACES IN AREAS - 17 4'V OF NEW CONSTRUCTION. a T i . r/'� � 3 WHERE WORK IMPACTS EXISTING CEIIJNO,WALL,OR FLOOR e I MS1 tt tt� 3 4 HOUR r ami~' ' i u 4'VlR - FINISHES OR BUILDING COMPONENTS,CONTRACTOR TO PATCH TO CAP(E)21I , •/ I - 21f �! 3'V MATCH ADJACENT SURFACES. " O O O O O O (� I ©� . WCi (EKE 1 r \ I h e ` , ' t wO is, I �•� 4 CONTRACTCX2 T(!VERIFY EXACT CONDITIONS IN THE FIELD. / • •. i I , I I _..�.� 1121 SW Salmon 2-t 2• IN IN(=NG ' '` 13/4"H)V I/ k\ I �� r aI J 'I AND HARD CEILINGS AS REWIRED. LOCATE VALVES DIRECTLY � r __ - -- , �� , ��h1 / �� BEHIND ACCESS PANELS MINI n Yv r 1- 1�IEiT,rrs Itr 'SZ iii I L5ritiI ' i• 1 •IgI F �--, 1 ^�r �t 7 !t:::: 3 T ( �• 4,1 ! 0.2:� - MECHANICAL OUTSIDE A© 8 FLASH AND SEAL ROFLE1B —_ ._ . -rte i gm 1 t 1 \ URI .t MEMBRANE. SEAL ROOF PENETRATION WEATHERTIGHT. ( � Vol I1 rflik Q� 1'HWt 1-1/2"CW r 9 COORDINATE EXACT LOCATION OF FLOOR DRAINS WITH l I ® ✓ ,(0.31 A‘ ,®.- ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. (E)OAS ,' �,t, [gm, 3/4 �' gr. l. �� 3/4" �M I 2N 1�� 1 O inik(E •0 l I IM, ,_,/2•G 1 NOTES THIS SHEET 0 __.... + I Q ., .�� , • , SEE 1/P2.1 N CONSULTANTS /A IrlarNA;i V R0 ®T 11 IIII �__f kOF'� , �� I1411111 I Nig I / ,(E)3'W 1 WATER HAMMER ARRESTOR.PROVIDE WALL ACCESS PANEL WITH Z (N)4G IN ROOF NELL T Si r IL+. LOCKING MECHANISM.COORDINATE EXACT PANEL LOCATION WITH �► I�►, ; , IV (E)1 1/4G T I �, _L. L-1_J ! ARCHITECT PRIOR TO ROUGH-IN.LOCATE ARRESTOR DIRECTLY ....CO )1-1/4'C IN ROOF WELL i -, 1 ON ROOF II, BRE (E)2'W.SEE +�:IP �1 rMiI03 2"C uP 10 ACtt ,�� 1/P2 T BEHIND ACCESS PANEL WL I ((�� (E)1 G cur+R, ' I 2 NEW TO EXISTING CONNECTION IN ROOF WELL 0 J 01-1/413 IJ ROOF WELL ( L LAW - pii, l�-'''. 11 OR'r►�� ,• c3 EERIY EXACT LODERION ORD OONNEGH-N REQUIREMENTS YdTH , ;di 4 EQUIPMENT PROVIDER PRIOR TO ROUGH-IN. • a a 02 Z + 'if T' j I 4 REMOVE(E)4'ABS RAIN DRAIN PIPING AND(E)4'ABS OVERFLOW Q Q C07 I- L _ �rI�I ENLARGED FLOOR PLAN - PLUMBING \� z w (E)3'G IN R - I �, DRAIN PIPING INSTALL(N)4'RAIN DRAIN PIPING AND OVERFLOW Ute' x CEILMG I 1 DRAIN PIPING.NEW PIPING TO BE HUBLESS CAST IRON PIPING L.X C Q. SPACE ,I P�2 1/4''1-0' WITH HEAVY DUTY COUPLINGS.INSULATE WIN 1.5 INCH THICK 1� 2 � - �1 I MINERAL FIBER INSULATION WITH ASJ-SSL Ct Cr o Q %O o ROOF • � O - '� .! ., r- - 11 1� o SAWCUT NOTE Q illii 1111PP J I I . II►_ ��. 1 I, _. I(E)3"G IN (E)2-1/2'C NJ �� , SAWp1TONC BY GENERAL CONTRACTOR.COORDINATE q4.15WMittir SPACE � COLING SPACE _III O SAWg1TIkIG REQUIREMENTS WITH GENERAL CONIRAC1Of1 ' C7 d (E)2-1/2'G (E)2-1/2'G 0 1 WI -lir c '12SPAcEo eaow GRADE ,I --- (E)2-1/YG � PROJECT NAME'�+ IN COMA',• Il: �.___I _ 11•A�� -- -- _ -06 W "----- �--- SEE 1/P2.2 W_ I 111b11111 ! OW 1111 (E)2"G M CETLINO SPACE 14---------- Inn h L ' ii x �21 . (E)2'G IN ROOF WELT ` �.. _ 1 ll , IIII 1 . li 1AIL N%////I _ 1 �,�,1 _ini OO — P1._. . ' _ _--'�'— f ._,. �.... - II I _� .-�._,.__-- � --.�. !DATE: OB/f&iMiii __ _._ _ _ _ ._Jig7 r 1 CHECK: LD 7A, Il' %% 1 DRAWNer. cMe "id A j1, �1I� -_-._-____ 1_..:— �_- ._�..-z,. I _ --.__.._. ._..-._. ____, — ' PROJECT: 203341 NF1 _ , Jlle.l�l -. — - - —. 0 PLOT 08/1aNJt PROJ.N 0940 �� .._ ..-_ ,c-- Thls document b e 0095 of _� _ __. __.__ KEY PLAN the a101net document The origInd O 0 0 O) 0 0 O o c, O 0 0 O O 0 0 document Is on Ns et INII ,`ACCIP10 2 GAS/STORM LAYOUT PLAN - PLUMBING It 00 AMMO P C. 4000 SE INTERNATIONAL WAY / `■ L. SURE FIR4 -f-0' � ,, , MILWAUNIE OR 97222 P2.2VW 503.652.%54 T L 503.652.9652 F www.ecclpfo.com CONTACT:LOREN DERN — 2 I— 3 — 4 —IX,m.0•AaUl4nMaM.. 0.0 PROT vS��NgINfE`,p'f/� // Its OIItA011 L EOM u/31/06 CHECK VALVE, TIP. UNION,TVP. CHECK VALVE.TYP. R S Q BALANCING COCKS CW SUPPLY. --- �H O SEE FLOOR PLAN FOR SIZE, +.--- 1FIER11011EIER T1T.(SET WH TO 140 DEG F) (E RE RISER ASSEMBLY PRESSURE GAUGE A"— • . ~ SEE FLOOR PLAN ® HW CIRC /////'/// :' FOR CONT. PUMP(CP) — m j/ //; BALL VALVE,TVP. y1011111111111111111110o //////' � rcw TO BUILDING / / // 0 EXPANSION TANK(ET) /,././././, / 1•CW TO WATER HEATER ELECIIILP SURE AND TEMPERATURE 0 ~ ///////// / �� (E)2 CW MAIN Ir/ J/i/, �;'/ SHUT OFF VALVE,TYP. CCSODE AP A VALVE O�O (WHEREERET WASTE PIPE 1121 SW Salmon y (E)3/4'CW TO HOSE Brew REQUIRED. INDICATED ON PLANS) 4 T TSEE Suite 100 ,/`//'` / I 1X3/4• SEreLNC S1RAP�� CUT PIPE AT 45• Portland OR 97203 �. ///% BALL VALVE PATH INTEGRAL 3/4•ASME PIPE REUEF VALVE FULL SIZE d Tel.501221.1121 i//% // 81.2G7 MALE GARDEN HOSE THREADED TO OVER NEAREST AVNIABLE ADJUSTABLE STRAINERa % ; HOSE BBB DRAM SLOPE FLOOR TO DRAIN. COOED. CODE REQUIRED Fax.303.111.2077 / END.CAP AND CHAIN WATTS SERIES FLOOR DRAIN. SUPPORT CONNECTION. AIR GAP /./,,,,:////7,/,/ / / B-6000—cc OR APPROVED EQUIVALENT. PIPE NDEPDVENTLY OF REUEF WITH ARCH.PRIOR TO INSTALLATION. 111 //././// ; � VALVE FLOOR FLOOR FINISH /;/''! , i MAIN SHUT OFF VALVE 1 WHEN MULTIPLE HW CIRCULATKN PROVIDE APPROVED WATERTIGHT /1""41111001 ///• ,`// • O LAOPS ARE REQUIRED DRAIN PMN, ROUTE DRAIN PPE TO OVER •' � /////,// // NEAREST AVAILABLE FLOCK DRAIN. NON—SHRINK GROUT //'/' // O SUPPORT EWANSON TANK AND CIRC PUMP ,u FROM WALL NEAR WATER HEATER. SUPPORT INDEPENDENTLY OF PIPING CLAMPING RING `` 111111111111 CONCRETE FILL SEISMIC STRAP NOTE IFLOOR—\ _ GALVANIZED SHEET METAL SEISMIC STRAP. FLASHING COLLAR WITH — ► — — SECURE STRAP TO STRUCIURE AS REQUIRED. �I,1111MLOCATE STRAPS AT UPPER 1/3 OF EQUIPMENT NO—HUB OUTLET 111111111111 VTRRCAL osiENsIQN AND LOWER 1/3 OF EQUIPMENT VERTICAL DI ENSON. LOWER COPPER PRIMER UNE kg,,,,„„, STRAP TO MAINTAIN A MINIMUM CLEARANCE CONSULTANTS (EY RE MAIN OF 4 INCHES ABOVE EQUIPMENT CONTROLS DRAIN PIPE. SEE PLANS FOR SIZE. AUXILIARY INLET Fl111NG FOR PRIMER USE. 1 WATER MANIFOLD DETAIL ELECTRIC WATER HEATER DETAIL FLOOR DRAIN DETAIL P3,1 DIAGRAMMATIC0 DIAGRAMMATIC - DIA W Arc 0 Z O W co Cq QaQ0Z IZCoa / W Q alp I (E)2•G� O. 3 Q AGA APPROVED FLEX CONNECION / .J C D OR (E)SHUT OFF VALVE , WAppRp PRESSURE / UNION,1W. 4 Q L•. Q 4°C THROUGH WALL AT �. (E)3•PENETRAT10N. SEAL N TEST PLUG RATED FOR ! GAS IE ZUJ WALL WEATHERTIGHT. NATURAL GAS SERVICE. 4/ ELME EtiI O WELDED FLANGE FITTING V (E)GAS SERVICE GAS SHUT OFF VALVE BY GAS CO. RST AND LEFT (r-- . II ■ 4•G DIRT LEG J C� NIPPLE COUPLING FULL SIZE IWTH • - PROJECT NAME lk SHUT OFF VALVE,TYP CLEANCUT CAP p��7SLOPE PPE AWAY (E)GAS METER ROOF- FROM CURB PENETRATION (E)METER SUPPORT " ._.. I GRADE SEAL ROOF CURB I ' PENEIRARON —..I _. ' — — WEATHERTIt.T. N Ai NOTE: REMOVE(E)GAS PIPING DOWNSTREAM OF METER TO ALLOW FOR INSTALLATION OF(N)4°C. GAS PIPE ROUTE CAS PIPE IUP INSIDE CURB I GAS SERVICE DETAIL TYPICAL ROOF TOP GAS PIPE CONNECTION I DATE: 08/11104 el DIAGRAMMATIC ell DIAGRAMMATIC I CHECK . LD � I DRAWN BY; CMB IN PROJECT: 203341 PLOT DATE.06/18/04 PROJ.0 0340 Thle document Is a copy of the original document The original document Is on file at ,, ACCIPIO INC. ACCIPIU 4000 SE INTERNATIONAL WAY ■ al SUITE F204 MILWAUKIE,OR 97222 505.652.9654 T 503.652.9652 F www.accipto.com CONTACT:LOREN DERN _ 2 _ 3 IMIN 4 MI aw••aww...•.•e+». ELECTRICAL LEGEND ABBREVIATIONS �o40INFt4 SYMBOL POWER PLAN SYMBOL ONE—LINE DIAGRAM SYMBOL SECURITY ABB DESCRIPTION ABB DESCRIPTION �/T ,� NO CONNECTION CONNECTION. A AMMETER, AMPERE PA PUBLIC ADDRESS V MAJOR ELECTRICALSWITCHBOARD,COMPONENTTRANFSFORMER,OR ETC.t.s. MOTOR CONTROL I AC ALTERNATING CURRENT PL PILOT LIGHT �� CENTER, I ® SECURITY ALARM CONTROL PAN0. 1y f ACB AIR CIRCUIT BREAKER PB PUSHBUTTON PANELBOARD-SURFACE OR FLUSH MOUNTED AS INDICATED. �11 GROUND. © CARD READER AF AMPERE FRAME PC PHOTOCELL I.5 AFD ADJUSTABLE FREQUENCY DRIVE PF POWER FACTOR �_ EMERGENCY PULLSTATON AFF ABOVE FINISHED FLOOR PIV POST INDICATOR VALVE mimes 6/e®/m4 G ® m CABINET: SURFACE, RECESSED MEDIUM VOLTAGE CABLE TERMINATION. ALT ALTERNATE PNL PANEL I I ® MAGNETIC HOLD-OPEN ANN ANNUNCIATOR PRGS PVC RIGID GALVANIZED STEEL ARCH ARCHITECT/ARCHITECTURAL PVC POLYVINYL CHLORIDE R S m 0 TRANSFORMER --' - MAGNETIC STARTER-NEMA SIZE AS INDICATED. FVNR UNLESS ® PIN PAD ARF ABOVE RAISED FLOOR PWR POWER 1 2S1W, 2S2W,OR FVR INDICATED. AS AMMETER SWITCH 0 PHASE Elf EQUIPMENT WITH GROUND KEY PAD AT AMP TRIP QTY QUANTITY CIRCUIT BREAKER-MAGNETIC TRIP ONLY(MCP)TRIP SIZE ® ATS AUTOMATIC TRANSFER SWITCH RCPT RECEPTACLE 100 INDICATED, 3 POLE UNLESS NOTEDOTHERWISE 3 CURRENT TRANSFORMER ® CARD READER/PIN PAD COMBINATION BC BARE COPPER RM ROOM T1 BRKR BREAKER ROD REQUIRED — CIRCUIT BREAKER-THERMAL MAGNETIC OR SOLID STATE TRIP. ID ELECTRIC/MAGNETIC LOCK CONNECTION BLDG BUILDING RVNR REDUCED VOLTAGE NONREVERSING 4' r• TRIP/FRAME INDICATED,3 POLE UNLESS NOTED OTHERWISE. BOC BOTTOM OF CONDUIT RVR • REDUCED VOLTAGE REVERSING QV 0 VOLT METER, AMP METER ® REQUEST TO EXIT BOD BOTTOM OF DUCT SDP SUB-DISTRIBUTION PANEL "• b MICA FUSED SNITCH-CURRENT RATINGS INDICATED, 3 POLE I SOT BOTTOM OF TRAY SOL SLOW SPEED OL RELAY FAULTNCRCUITRECEPTACLE-SINGLE, NTER INTERRUPTER, G E,OLAPTEEX, 4-GROUND, SURGE�ND �0'- -O�0.`�' UNLESS NOTED OTHERWISE. LJ' AUDIBLE ALARM BRN BUS REFERENCE NUMBER SURF SURFACE " C CONDUIT, COIL SS STAINLESS STEEL T 9PE H-HOSPITAL GRADE,E-EMERGENCY. 100 100 ® HIDDEN PUSH BUTTON CB CIRCUIT BREAKER STIR STARTER `0 CCTV CLOSED-CIRCUIT TELEVISION SV SOLENOID VALVE pfj <4- 4>- �E•�4)- LOW VOLTAGE CIRCUIT BREAKER-DRAW OUT MOUNTED I MEDIUM �'p PUSH BUTTON: P-PANIC CKT CIRCUIT SW SWITCH �? r� CEILING RECEPTACLE: DUPLEX CLG CEIUNG SWBD SWITCHBOARD VOLTAGE CIRCUIT BREAKER-DRAW OUT MOUNTED. �p DOOR MAGNETIC CONTACT CO CONDUIT ONLY SWGR SWITCHGEAR �• DENOTES RECEPTACLE ABOVE COUNTER —0 0---III SURGE ARRESTOR. CPT CONTROL POWER TRANSFORMER SYMM SYMMETRICAL L— CR CONTROL RELAY 2S1W TWO SPEED, ONE WINDING n ® m SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY -I fir CAPACITOR-KVAR INDICATED, 3 PHASE UNLESS NOTED OTHERWISE, EAG CCTV CAMERA: FIXED, PAN/TILT/ZOOM CRS COATED RIGID STEEL 2S2W TWO SPEED, TWO WINDINGS 1121SWSalmon CRWP CLEANROOM WALL PANEL T THERMOSTAT Salts 100 CLOCK HANGER RECEPTACLE ^ Oa METER WITH SWITCH-TYPE OF METER AND SCALE RANGE INICATED. lin CT CURRENT TRANSFORMER TB TERMINAL BLOCK p RJ AUDIO DETECTOR/LISTENING DEVICE DB DUCT BANK TBD TO BE DETERMINED Portland,OR97105 DC DIRECT CURRENT TDR TIME DELAY RELAY Tel 503.221.1121® b ilks ®4 FLUSH DUPLEXPO FLOOR POKE THR ; ADT' PLEX POWER/SIGN, AL ,, METER f® ® ® MICROPHONE: WALL CEIUNG, FLOOR DIA DIAMETER TJB TERMINAL JUNCTION BOX DIV DIVISION TP TAMPERPROOF Fax.503.221.2077 FOO OO LED ALARM UGHT: WALL, CEIUNG DN DOWN TSP TWISTED SHIELDED PAIR _ A "n. r•' ® UON, FLUSH IN-FLOOR POCKET OUTLET; DUPLEX, COMBINATION, SIGNAL E DELTAPCONNECTED TTB TELEPHONE TERMINAL BOARD .k� E EMPTY, EMERGENCY TTC TELEPHONE TERMINAL CABINET IU37B3 ENGINEERING,INC. LAJ U N-4 TRANSFORMER-KVA, PRIMARY AND SECONDARY VOLTAGE INDICATED. (E) EXISTING TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION Professional Consulting Engineers _ CONNECTIONS,K-RATING, AND SHIELD AS INDICATED OR SPECIFIED. PEDESTAL OUTLET: POWER, SIGNAL,COMBINATION a VIVA EG ENGINE GENERATOR TYP TYPICAL �(77 f1 � SYMBOL SIGNAL EM EMERGENCY UG UNDERGROUND ,, BPn OM.EH 1I I, TELEPOWER POLE,POWER, COMBINATION - EMO EMERGENCY MANUAL OFF UPS UNINTERRUPTABLE POWER SUPPLY AUTOMATIC TRANSFER SWITCH-CONTINUOUS CURRENT RATING Q WALL OUTLET: TELEPHONE,DATA EMT ELECTRICAL METALUC TUBING V VOLTMETER, VOLT 6@6 B2 nuke St,87600 INDICATED. 3 OR 4 POLE AND BYPASS AS SPECIFIED. N-NORMAL, EPO EMERGENCY POWER OFF VA VOLT-AMPERE eani•w.o3mms SE�STANDBY, LLOAD. WALL OUTLET: EMERGENCY TELEPHONE, WALL PHONE AT 48` AFF ERT EMERGENCY RESPONSE TEAM VAR VOLT-AMPERE REACTIVE Per.003 n2,249 M MANUAL.MOTOR STARTER SWITCH. ` 4Per.003)712,2496 E W EWC ELECTRIC WATER COOLER VFD VARIABLE FREQUENCY DRIVE DISCONNECT SWITCH-NONFUSED OR FUSED(40/60, 40-FUSE 4 WALL OUTLET: COMBINATION TELEPHONE/DATA F FLUSH VP VAPOR PROOF /03001054 ,00, IE]� AMPERAGE, 80-SWITCH AMPERAGE). PANELBOARD OR MOTOR CONTROL CENTER-RATING AS SPECIFIED. (F) FUTURE VS VOLTMETER SWITCH 10001 SEE SCHEDULE OR ONE-LINE. pop; 44 DENOTES WALL OUTLET ABOVE COUNTER FA FIRE ALARM VT VOLTAGE TRANSFORMER ENCLOSED THERMAL MAGNETIC CIRCUIT BREAKER-SEE SPECIFICATION FBO FURNISHED BY OTHERS W WATT, WIRE ?g® FOR TYPE OF TRIP. (175/225, 175-TRIP AMPERAGE, 225-FRAME FQ B SYSTEM CLOCK: WALL,CEIUNG FDR FEEDER WHO WATT-HOUR DEMAND METER AMPERAGE). FLA FULL LOAD AMPS WP WEATHERPROOF ENCLOSED CONTACTOR-MAGNETIC, AMPERAGE INDICATED. {® EMERGENCY BLUE FLASHING LIGHTS FLUOR FLUORESCENT X EXPLOSIONPROOF-CLASS, DIVISION, 300 (3) INSTRUMENTATION VOLTAGE TRANSFORMER CURRENT TRANSFORMER FLR FLOOR AND GROUP AS NOTED. -3 E- 400:5 -RATIO, QUANTITY,POLARITY, AND CONNECTIONS INDICATED. F0 ® SPEAKER: WALL, CEILING FOL FAST SPEED OL RELAY XFMR TRANSFORMER ENCLOSED STARTER-MAGNETIC OR COMBINATION MAGNETIC, 4:1 (3) FU FUSE XFSW TRANSFER SWITCH MO CONSULTANTS 2', 2� I T) VARIABLE FREQUENCY DRIVE, NEMA SIZE INDICATED. I® VOLUME CONTROL' WALL,CEIUNG FVNR FULL VOLTAGE NONREVERSING Y WYE CONNECTED -'NW- -0"ws0- RESISTOR LINE REACTOR. 1 FVR FULL VOLTAGE REVERSING Z IMPEDANCE �Q1 PAGING MICROHONE; WALL MOUNTED G GROUND 6.11 Ii'Il OI MULTI-OUTLET PLUG STRIP I WIRE MOLD. + "'hA GFI GROUND FAULT INTERRUPTER CO 2 Ulf-- —14 BATTERY-VOLTAGE INDICATED I DIODE OR RECTIFIER. TT TELECOM GROUND BUS GECI GROUND FAULT GFR GROUND FAULT RELAY IT INTERRUPTER BUSWAY-FEEDER OR PLUG-IN AS INDICATED. PLUG-IN DEVICE TYPET TELEPHONE BACKBOARD, GRC GALVANIZED RIGID CONDUIT J AND RATING AS INDICATED. ® FEEDER CALLOUT 0 GRD GROUND W 225 NH HANDHOLE 0 I... HID HIGH-INTENSITY DISCHARGE Q CC © ® © CONTACTOR, RELAY, SOLENOIDHOA HAND-OFF-AUTO ® ® KEY INTERLOCK I TEST BLOCK. SYMBOL FIRE ALARM HP HORSEPOWER HPS HIGH PRESSURE SODIUM Q 14y 0 ® PUSH BUTTON STATION O Z 0 ENGINE GENERATOR I MOTOR. HV HIGH VOLTAGE FIRE SMOKE DAMPER HZ HERTZ a' Q O 11.1 __ _= UON, 3 CHANNEL UNDERFLOOR CELLULAR DUCT SYSTEM WITH CONNECTION POINT TO EQUIPMENT SPECIFIED. 0 ® SPRINKLER SYSTEM SWITCH: FLOW, TAMPER ICCB IINTEGRATED EQU NSULATED CASE CIRCUIT BREAKER Q W ® ® MANUAL FIRE ALARM STATION IGC ISOLATED GROUNIDMENT RATING Et `� 2 i MmM © COMBINATION FLUSH FLOOR ACTIVATIONS. SMOKE DETECTOR IMC INTERMEDIATE METALUC CONDUIT Q W % I/O INPUT-OUTPUT 14. 4 CONNECTION POINT TO EQUIPMENT SPECIFIED,SUPPLIED AND SYMBOL LIGHTING PLAN P-PHOTOELECTRIC JB JUNCTION BOX KEY INTERLOCK GENERAL NOTES: 0 Q m Q S3 INSTALLED UNDER OTHER DIVISIONS. RACEWAY, CONDUCTORS I=IONIZATION K pa ct Q AND CONNECTIONS UNDER THIS DIVISION. 0 :•: CEIUNG LUMINAIRE: SURFACE,RECESSED AB-PHOTOELECTRIC WITH AUDIBLE BASE KA KILOAMPERE 1n R-RELAY BASE, 2 AMP SPOT KVA KILOVOLT-AMPERE A THIS IS A STANDARD LEGEND SHEET. SOME ,J C ® - } CEIUNG LUMINAIRE: PENDANT MOUNTED KVAR KILOVOLT-AMPERE REACTIVE SYMBOLS OR ABBREVIATIONS APPEAR ON •+ ,�,I N I► CONNECTION POINT TO MOTOR SPECIFIED,SUPPLIED AND INSTALLED PHOTOELECTRIC DUCT DETECTOR KW KILOWATT THIS SHEET AND NOT ON PROJECT DRAWINGS. V Q 4 UNDER OTHER DIVISIONS. RACEWAY, CONDUCTORS-UD 1.0 •; WALL LUMINAIRE: SURFACE.RECESSED P-PHOTOELECTRIC KWH KILOWATT HOUR Q CO CONNECTIONS UNDER THIS DIVISION. REFER TO ONE-UNELA LIGHTNING ARRESTOR B CIRCUITS ARE 2l/12, 1#11126,1/2`C UNLESS '� OR SCHEDULE. I-IONIZATION {_ 0• �- WALL WASHER: SURFACE, RECESSED LAN LOCAL AREA NETWORK NOTED OTHERWISE. CIRCUITS ARE RATED FOR 0 0 o PR-PHOTOELECTRIC WITH RELAY, 2 AMP SPOT LC UGHTING CONTACTOR OVERHEAD ROUTING. OBTAIN ENGINEER Ll..)TRACK WITH HEADS LOCATED IR- WI IONIZATION TH RELAY, 2 AMP SPOT LTG UGHTING APPROVAL ON DERATING FOR UNDERGROUND 6 W 1:IX3 Q FLUORESCENT LUMINAIRE: SURFACE, RECESSED LV LOW VOLTAGE OR TRAY INSTALLATION. V 0 THERMAL DETECTOR M MAGNETIC, COIL OR CONTACT FLUORESCENT LUMINAIRE: WALL MOUNTED MAW MASTER ANTENNA TELEVISION C MOUNTING PER SPECIFICATIONS UNLESS LU SYMBOL RACEWAY PLAN RC=135T RATE COMPENSATED I0-1 FLUORESCENT LUMINAIRE: INDUSTRIAL ROR-1357 FIXED/RATE OF RISE MCA MINIMUM CIRCUIT AMPS INDICATED OTHERWISE. J —0 —0 CONDUIT-UP I CONDUIT-DOWN. 0000 •C POLE MOUNTED LIGHT MCC MAIN CIRCUITBREAKER ROI22�190F MED/RATE OF RISE CONTROL MOTOR CONTTROL DENIER D NEMA 1 UNLESS INDICATED OTHERWISE, MIO PROJECT NAME 7 CONDUIT-STUBBED AND CAPPED, LOCATION AS INDICATED. • • DESIGNATES UGHT ON EMERGENCY CIRCUIT F135-1357 FIXED MCCB MOLDED CASE CIRCUIT BREAKER 3R-NEMA 3R, 4X-NEMA 4X, WP-WEATHERPROOF, F190�19pF FIXED MCP MOTOR CIRCUIT PROTECTOR X-EXPLOSIONPROOF. I WIRING CONCEALED IN CEILING OR WALLMDP MAIN DISTRIBUTION PANEL (� F® EXIT UGHT: CEIUNG, WALL(ARROWS AS SHOWN) ® RELAY/CONTROL MODULE MECH MECHANICAL E SEE CONTROL DIAGRAMS FOR SCHEMATIC. MFR MANUFACTURER I ---I+f,--- WIRING CONCEALED IN FLOOR OR UNDERGROUND Ix BOLLARD MONITOR MODULE, SINGLE INPUT MH MANHOLE F LER INDICATES THE MINIMUM SHORT CIRCUIT tP EMERGENCY BATTERY UGHT: HEADS AS SHOWN MLO MAIN LUGS ONLY RATING OF ANY COMPONENT IN AN ASSEMBLY. � — RP1-1 HOME RUN DESTINATION SHOWN ® MONITOR MODULE, DUAL INPUT MT,MTD MOUNT,MOUNTED SERIES OR CASCADED RATINGS ARE NOT $ Ss WALL SWITCH: 1 POLE, 2 POLE ® SYNCH MODULE MTS MANUAL TRANSFER SWITCH ALLOWED UNLESS SPECIFICALLY NOTED. Q II ® GROUND ROD I TEST WELL 1 GROUND BUS. $3 $4 WALL SWITCH: 3 WAY, 4 WAY ONE DUAL SYNCH MODULE (N) NEW I $N WALL SWITCH: LOW VOLTAGE, PILOTN NEUTRALNORMALLY 0 ELECTRICAL EQUIPMENTOMIS BASED ON ARRANGEMENT IN SLV # AUDIBLE/VISUAL #INDICATES CANDELA NC CLOSED MANUFACTURER.ECOORDINATE SPACE I E NEC NATIONAL LECTRICAL CODE REQUIREMENTS WITH EQUIPMENT SUPPLIER. —G-I- GROUND CONNECTION. Si SN WALL SWITCH: KEY LOCK, MOMENTARY CO AUDIBLE, BELL NEMA NATIONAL ELECTRICAL MAINTAIN CLEARANCE REQUIREMENTS, AS PER SOL SWITCH: MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD X# VISUAL /INDICATES CANDELA MANUFACTURERS ASSOCIATION NEPA NATIONAL FIRE PROTECTION NEC AND PER EQUIPMENT MANUFACTURER'S I —C— DUCTBANK, SITE PLAN. C.CABLE TV,E�EMERGENCY POWER, ® FIRE ALARM CONTROL PANEL ASSOCIATION RECOMMENDATIONS. P..POWER, T.TELEPHONE/DATA, UnUTUTY COMPANY. •X OCCUPANCY SENSOR: BLANK-INFRARED, U�ULTRASONIC, I DATE:.. 10 June 2004 DT�DUAL TECHNOLOGY, WS-WALL SWITCH. ® FIRE ALARM SIGNAL ANNUCIATOR NIC NL NOT IN CONTRACT NIGHT LIGHT H COORDINATE ALL ELECTRICAL DEVICE LOCATIONS CONDUIT AND CONDUCTORS-CONCEALED IN FINISHED SPACES, B DESIGNATES LUMINAIRE TYPE(SEE LUMINAIRE SCHEDULE) ® SURGE SUPPRESSER NO NORMALLY OPEN (SWITCHES,RECEPTACLES, ETC.)WITH NP NAMEPLATE ARCHITECTURAL AND CASEWORK DRAWINGS TO I CHECK FVR EXPOSED ELSEWHERE,UNLESS INDICATED OTIHERWASE. a DESIGNATES SWITCH LEG NAc NAC POWER SUPPLY NTS NOT TO SCALE PREVENT MOUNTING DEVICES IN MIRRORS, BACK I DRAWN RV DAN 0 DIGITAL ALARM COMMUNICATOR OFCI OWNER FURNISHED, CONTRACTOR SPLASHES, BEHIND CABINETS, ETC. CONDUIT AND CONDUCTORS-BELOW GRADE OR SLAB. INSTALLED I COORDINATE CONNECTION REQUIREMENTS FOR SYMBOL SHEET SYMBOLS ®® AIR SAMPUNG DETECTOR, AIR SAMPUNG DETECTOR CONTROL OFOI OWNER FURNISHED,OWNER INSTALLED COORDINATEAL EQUIPMENTNECTIWITH REQUIREMENTS 15 PRIOR PROJECT: 203341 MH-X OL OVERLOAD RELAY MANHOLE OR HANDHOLE AS INDICATED. OO AIR SAMPLING DETECTION PORT TO ROUGH-IN. THIS INCLUDES, BUT IS NOT ® ® ® EQUIPMENT DESIGNATOR SEE SCHEDULE. 00 ON-OFF I® ® FIRE ALARM SPEAKER: WALL CEILING. OOA ON-OFF-AUTO UNITED TO, CURRENT PROTECTION, CONDUCTORS,, RACEWAYS, AND OTHER CIRCUITING EO EXISTING TO REMAIN OOR ON-OFF-REMOTEEQUIPMENT REQUIRED FOR COMPLETE C I I If CABLE TRAY-WIDTH AS INDICATED. O EXISTING TO BE REMOVED INSTALLATION.TO ACCOM DATE,DIFY ELECTRICAL CONN CT,AND COMPLETE AS REQUIRED ALL 10 O BOX-WALL CEIUNG, OR FLOOR MOUNTED. J..JUNCTION BOX. ® EXISTING BE RELOCATED MECHANICAL EQUIPMENT. J PROVIDE EQUIPMENT GROUNDING CONDUCTOR(GREEN P�PULL BOX. O NEW WIRE)IN ALL RACEWAYS, EC. I Q SHEET NOTE N 2 — 3 M 4 mu o,ea.•X11.01.11.61,14 Pa � "I A/C UNIT BY OTHER DIVISIONSE� "tfp DACT / MAKING COMPARTMENT LUMINAIRE SCHEDULE ;�� ,�-� 8 ZONES FIRE ALARM SEAL TIGHT FLEX CONDUIT OR A FLUORESCENT SUSPENDED LINEAR INDIRECT/DIRECT CONTROL PANEL SHRINK SLEEVES OVER DRY 1. SIZE: 9" WIDE BY 2-7/16"DEEP, NOMINAL LENGTHS O LCD (FACP) LOCATIONS FLEX- SEAL FITTINGS. AS 2, LAMPHO FLUORESCENT,DRAWINGS RA^TWO 54-WATT T5/H0 PER 4'SECTION. W.$ (CONTROL/ANNUNCIATORS) UNIT I.D. LABEL ON FRONT 3. BALLAST: 120 VAC, ELECTRONIC. 4118 AWG, TSP, 2#14 AWG N 1 I I'I I - 4. MOUNTING: CEILING, PENDANT. L DAM 6130104 I 2#14 AWG(TYP) �' ��I '.. 5. HOUSING: 20 GUAGE DIE-FORMED STEEL PROVIDE WITH CH#1 4� TO ADDRESSABLE F.A. DEVICES(ALARM ZONE 1) CONNECT TO APPROPRIATE WP DUPLEX RECEPTACLE END CAPS R S TO HORN/STROBES&STROBES SIG.#1 LOCATIONS(VERIFY IN ` ria/ 6. FINISH: AS SELECTED BY ARCHITECT, m TO ALARM TO HORN/STROBES&STROBES-SIG.)p2 N18 AWG, TSP, 2#14 AWG FIELD). �" �� _ 7. LOUVERS/LENS: CLEAR PERF LENS WITH WIDE SPREAD OPTIC. QCH#2 / TO ADDRESSABLE F.A. DEVICES(ALARM ZONE 2) :' �I WP DISCONNECT SWITCH 8. PENDANT: AIRCRAFT CABLE. ti ZONE 2 (MOUNT OVER FACTORY K.O.'S) TO HORN/STROBES&STROBES-SIG,/13 i,.j'�,I' 9. MANUFACTURER: FINEIJTE SERIES 12-ID OR APPROVED, frill AWG. TSP, 2#14 AWG et 2 #14 AWG(TYP)- CH#3 - SPECIAL: LUMINAIRES INDICATED AS EMERGENCY, PROVIDE BODINE LP600 SERIES Cr TO HORN/STROBES&STROBES-'r-_SIG.#4 PROVIDE SPARE SLOT FOR OR EQUIVALENT, 1250 LUMENS MINIMUM. 1Y4 --"-}FUTURE ADDITION /TNTO ALARM TO HORN/STROBES&STROBES-.---SIG.#5 ROOF CURB ASSEMBLY BY ..' =/ZONE 2TO HORN/STROBES dc STROBES-SIG.#6 . O F F OTHER DIVISIONS. Al FLUORESCENT WALL-MOUNT LINEAR INDIRECT/DIRECT 1. SIMILAR TO TYPE A, EXCEPT WALL-MOUNT UNIT, ONE T5/110 LAMP. "+ FINEUTE SERIES 12WM-ID SERIES, NOTES THIS DETAIL GENERAL NOTES This DETAIL - N.. / ROOF FLUORESCENT SUSPENDED LINEAR I DIRONE T RECT/HO M1. SIMILAR TO TYPE A, EXCEPT PROVIDE ONE T5/HO LAMP, ce O SIGNAL POWER EXTENDRS CAN BE USED. 1. PROVIDE ALL WIRING AS REQUIRED. A FLUORESCENT SURFACE STRIP QDACT TO BE INTERNAL TO FACP. 2, DO NOT EXCEED 80%OF EACH CIRCUIT CAPACITY. FEEDER CONDUIT 1. SIZE: 48"LONG BY 2-15/16"WIDE BY 4-3/16"HIGH NOMINAL '' SERIAL CONTROL ANNUNCIATOR PANEL. 2. LAMP: FLUORESCENT, TWO 32-WATT T8. 1121 SWSOImoa © / 3. HORN TO PUT OUT APPROPRIATE SOUND CONTROL AND /OR RECEPTACLE 3. BALLAST: 120 VAC, ELECTRONIC. Suite 100 Q INTERCONNECT NEW FACP WITH EXISTING LEVEL PER NFPA 72. CIRCUIT. 4. MOUNTING: SURFACE,CEILING. Partkm4OR 97205 '"• POUCE STATION FACP(EDWARDS GS 5752B) 4. HORN/STROBE TO MEET ADA REQUIREMENTS. 5. FINISH: POWER COATED WHITE. TO MATCH EXISTING(ALARM INTERCONNECTION). 6. SPECIAL: PROVIDE WIREGUARD. - Tel..503.221.1121 5. VOLTAGE DROP NOT TO EXCEED 10%PER CIRCUIT. 7. MANUFACTURER: UTHONIA C 232 SERIES, COLUMBIA, UGHTOUER, 14 503.221.2077 is 1. ROOF-TOP AC-UNIT WIRING METHOD DAYBRITE OR APPROVED. NM4. ADDRESSABLE FIRE ALARM 'PARTIAL' RISER DIAGRAM NO SCALE SPECIAL: LUMINAIRES INDICATED AS EMERGENCY.PROVIDE BODINE B50 SERIES ]U3YESENOINEERINd,INC. OR EQUIVALENT, 1350 LUMENS MINIMUM. NO SCALE Professional Consulting Engineers RECEPTACLE LOCATIONS .G FLUORESCENT RECESSED PARABOLIC ENC0,P.II 1. SIZE: 24" WIDE BY 48" LONG BY 5-1/4"DEEP NOMINAL ASSOMIT 2. LAMP: FLUORESCENT, TWO 32-WATT TEL 6116 SB rnde sc,Burow 3. BALLAST: 120 VAC, ELECTRONIC. Portland,OR97206 4. MOUNTING: RECESSED. Tel(5o3)771-I9116 LIQUID-TIGHT FLEXIBLE CONDUIT 5. FINISH: WHITE FINISH. Pen:(303)fl2-2496 6. LOUVERS: 18 CELL,LOW IRIDESCENT ANODIZED DIFFUSE SILVER. Ioesaso5s WOOD STRUCTURAL MEMBERj1/4 ' 90" CO DUI WION C OCONDUIE SIBLE 7 LIGHTOUR ORRAPPROVED.2PM3N SERIES,COLUMBIA, DAY-BRITS, DA FLUORESCENT RECESSED PARABOLIC 1. SIZE: 24'WIDE BY 24'LONG BY 5-1/4"DEEP NOMINAL EYE LAG SCREW WITH 1-1/4' MIN PENETRATION INTO WOOD 2. LAMP: FLUORESCENT, TWO 17-WATT TB. FRAMING 3. BALLAST: 120 VAC, ELECTRONIC. CONNECTION DISTRIBUTION PLUSH, WALL MOUNTED 5. MNUNTING: RECESSED. 4 TAUT#12 GA WRE HANGER AT HARNESS POWEO FEED JSEOX A 5. FINISH: WHITE FINISH. CONSULTANTS TENSION BOX, SEE PLAN 8. LOUVERS: 9 CELL,LOW IRIDESCENT ANODIZED DIFFUSE SILVER. 4 CORNERS OF FIXTURE(TOTAL FOR NUMBER OF 7. MANUFACTURER: UTHONIA 2PM3N SERIES, COLUMBIA, DAY-BRITE, OF 4) WITH MIN OF 3 TURNS OF INSETCIRCUITS UGHTOUER OR APPROVED. WIRE TWISTED AROUND ITSELFWITHIN 1-1/2" SPECIAL• LUMINAIRES INDICATED AS EMERGENCY, PROVIDE BODINE B50 SRIES OR EQUIVALENT, 1050 LUMENS MINIMUM.CEILING CROSS'T BARFLEXIBLE UOUID-TIGHT CONDUIT FLUSH, WALL MOUNTEDD. FLUORESCENT RECESSED PRISMATIC144.1 // COMM. FEED J-BOX W/ 1. SIZE: 24" WIDE BY 3-11/16" DEEP BYT 48"LONG NOMINALPARTITION CONNECTION SEE 'r �� / TENSION BOX, SEE PLAN 2. LAMP: FLUORESCENT, TWO 32-WATT T8. 0 ACOUSTIC TILE �( ( "�1 __ __ INSET ,�/.,I/ CIRCUITS FOR BER OF 4, MOUNTING:1 RECESSED.20 VAC. LECTRONIC. NOMINAL WEIGHT 40 LBS5. FINISH: WHITE FINISH. Q I� 0 IF NOT PRE-PUNCHED, USE 6. LENS: 0,725 THICK, #12 PATTERN ACRYLIC. t IX 2 HOLE SAW OR PUNCH TO MAKE ..t-. 111r 7, MANUFACTURER: LITHONIA 2SP8 SERIES, COLUMBIA, DAY-BRITS, '�O HOLE FOR FLEX FITTING. INSTALL ^I'�` LIGHTOLIER OR APPROVED. Q R 0 CO TYPICAL RECESSED LUMINIARE CABLES INTO FURNITURE CABLE I' GARCON FLEX CONDUIT, "+4 Z W `J CHANNEL SAME SIZE AS RACEWAY SPECIAL: LUMINAIRES INDICATED AS EMERGENCY, PROVIDE BODINE B50 SERIES �. F oc IN WALL, WITH OR EQUIVALENT, 1350 LUMENS MINIMUM. 2 ,O RECESSED FLUORESCENT COMMUNICATION CABLES Di, FLUORESCENT RECESSED PRISMATIC U. Q Tel ~ 5. LUMINAIRE HANGING METHOD I. SIZE: 24"WIDE BY 3-11/18"DEEP BY 24"LONG NOMINAL ,� O 2. LAMP: FLUORESCENT, THREE 17-WATT TB. Fr` y BUILDING WALL TO PANEL BASE 3. BALLAST: 120 VAC, ELECTRONIC. �I O� NO SCALE 4. MOUNTING: RECESSED. V J 5. FINISH: WHITE FINISH. .....4X aD 2. SYSTEM FURNITURE CONNECTIONS 6. LENS: ATHICK, #12 PATTERN ACRYLIC. 7. MANUFACTURER: UTHONIA 2SP8 SERIES, COLUMBIA,DAY-BRITS, UGHTOLIER OR APPROVED. 2" MINIMUM NO SCALE WOOD STRUCTURAL MEMBERS SPECIAL: LUMINAIRES INDICATED AS EMERGENCY, PROVIDE BODINE B50 SERIES WHITE/NEUTRAL WHITE/NEUTRAL OR EQUIVALENT, 1050 LUMENS MINIMUM. V A�1 4 SCREW-EYE WITH 4�, E FLUORESCENT RECESSED DOWNLIGHT IN PENETRATION INTO WO.D f1 II FRAMING RED (LINE) RED(LINE) 1. SIZE: 6" DIAMETER NOMINAL APERTURE. 2. LAMP: COMPACT FLUORESCENT, ONE 18-WATT TRIPLE TUBE. #12 GA WIRE HANGER AT 4 VERTICAL POSITION. NM PROJECT NAME 3. BALLAST: 120 VAC, ELECTRONIC. CORNERS OF FIXTURE(TOTAL POWER PACK WHT POWER PACK 4. MOUNTING: RECESSED, CEILING. OF 4) WITH MIN OF 3 TURNS WHTN 5. REFLECTOR: PEWTER SPECULAR LOW IRIDESCENT, SELF-FLANGED. OF WIRE TWISTED AROUND 6. MANUFACTURER: UTHONIA AFV 16TRT 6PR SERIES, PORTFOLIO, ITSELF WITHIN 1-1/2" \Ilunm‘Wouue\my./ LIGHTING LIGHTING UGHTOLIER, OMEGA OR APPROVED. HOT BLK • • II T LOAD HOT BLK • • III L LOAD GHT STEEL FRAME 20 G4gFEIC I • I = g A A g A g 1. SIMILAR FLUORESCENT TYPE E,SEXCEPT WALL-WASH RED WALL-WASH LIUNIT. E. �ximmIt ��NIG s UTHONIA AFW SERIES. 24V DC SENSOR 24V DC SENSOR Q FLUORESCENT SURFACE MOUNTED CEILING MOUNTED CEILING MOUNTED 1, SIZE: 7' WIDE BY 4"DEEP BY 4'LONG NOMINAL CONTROL OUTPUT N V DC .D CONTROL OUTPUT 24V DC O 2. LAMP: FLUORESCENT, ONE 32-WATT T8 ailli3. BALLAST: 120 VAC, ELECTRONIC. _ CONTROL RETURN CONTROL RETURN 4. MOUNTING: WALL MOUNT ABOVE MIRROR I DATE: 'I June 2004 -L. 5. HOUSING: COW-ROLLED STEEL +24V DC +24V DC 6. DIFFUSER: PERFORATED FASCIA. E 0� PI ' 7. COLOR: FINISH AS SELECTED BY ARCHITECT. I CHECK: FVR ��l1\as41117........11M WEIGHT 20 LBS IIII Al , 9. MANUFACTURER: PRUDENTIAL WAL-14 SERIES, .4. �' , 220 uF Capacitor,35V OR APPROVED. I DRAWN V: DAH �� DRILL(2) 1/8"HOLES 2" 1I SPECIAL: LUMINAIRES INDICATED AS EMERGENCY, PROVIDE BODINE B50 SERIES APART ON MOUNTING L�GIPBOARD OR CR EQUIVALENT, 1350 LUMENS MINIMUM. PROJECT: 203341 FRAME CENTER LINE AND T-BAR CEILING \-220 uF Capacitor,35V LOOP WIRE THROUGH 2( UNIVERSAL MOUNT LED EXIT SIGN (2) 3/4" WOOD 1. LAMP:. SIZE: IZE:12" DLEpBY 1-3/4'DEEP BY 8-1/4"HIGH NOMINAL SCREWS 3. VOLTAGE: 120 VAC. 6. RECESSED DOWNLIGHT LUMINAIRE 3. CEILING MOUNTED OCCUPANCY SENSOR 4. MOUNTING: UNIVERSAL(SEE DRAWINGS FOR APPLICATION). 5. HOUSING: DIE-CAST ALUMINUM. ^ NO SCALE 6. FINISH: AS SELECTED BYYARCHITECT. U NONE 7. SPECIAL: SINGLE FACE, NICKEL-CADMIUM BATTERY , B. MANUFACTURER: UTHONIA LE EL N SERIES, CHLORIDE, SURE-UTES, UGHTOUER OR APPROVED. MI 2 NOMI 3 NMI 4 mg 04.11.11(041,11 IMO.e.. Panel PC1 I PANEL SCHEDULE 'PROM Dodd oar Hd a Anna M edd 105054 Panel PC2 I PANEL SCHEDULE (PROEM Dowd at,lid a Ana Redid 65306* Pond PC3 I PANEL SCHEDULE 1111101011 Dowd atY 1110 s Amos Ra 00470 M3664 120/208V,SPA,48 200A Ba 6.0.0. SURFACE MOUNTED 21-2m-04 120/208V,3'h,43, 200A BM 6.10. SURFACE WARTED 21-An-04 120/2083,340,4112 200A&9 W.O. 5330100E MOUNTED 21-1ur04 Clad D..pl1./ Load Lod C6 CB. C.B. CO. Load Lead 24444680,/ CAL Od D.arp4./ led lad CR Cd Ci. CE Lea load 0.10070./ Ch1 CAL 0.0077.0/ Loa Load C.B. C6 0.11. CA. 1640 load 30400600/ 04. AV(3 ', o N6 .70 14 . (VA) Two Amp PM 0.. Ary Pod (VA) Taps Lo.U0 N6 N1 Waft (VA) TS* Amp Polo Ph1. lop No (VA) TIM Imam N1 dm NONO (VA) Tw. Imo Polo Mon Any PAM (VA) Two ledll. N6 �j`401NF4n,P 1 VAW2I 1,057 R 30 3 A 20 1,000 R R-.77177159 60 2 1 VAWI 500 H 10 2 A 20 1,200 R-06011771 174-175 2 1 VAW001 I 1,600 N 20 3 A 20 1,400 R R-0101-152 2 v,. 3 -- 1,067 H - - 3 20 1000 R R-OFFICE 159 604 3 -- 500 H - - B 10 1,200 R-0601170 174-175 4 3 - 1,600 H - - 8 30 1,100, R 0-010X0183,AEW 164 4 •_/� 6 -. 1,067 H - - C 20 1,200 R R-0700160 00 ' 1 ' $ VAWI0 500 H 20 ' 2 C 20 7,100 R-00I01 176 174-176 8 5 --- 1,500 N - - C 20 100 R R-40597 C1R DESK 6 �' 1, 7 VAW20 1.600 H 20 3 A 20 1,000 R R-00* 65 0 7 -- 000 H - - A . 10 1,200 R-00005E 1 4,RIRtlf 1N 0 7 VAV-2 300 N 20 3 A 20 600 R 1-PERIYT(TR 083( 8 ,..4 A�„+ 9 --- 1.000 H - - 8 20 1.200 R R-00F 112)1 10 3 VAWH 033 H 20 3 B 20 5100 1-157(,172-174,WO 7171 10 0 - 800 R - _ - e 10 1,100 R R-0000 54 10 11 --- 1,600 N - - C 20 7,203 R R-OFFICE 111 00 12 11 -- 033 H - - C 20 1,100 R-0403,172,OBI 170-171 12 11 -- 600 N - - C 10 100 R R-81361 57 tY �. 1 13 3,60018 N7 N 20 3 A 30 1,100 R 5-0711,107 02 14 13 -- 833 R - - A 20 1,300 R- 172,Rpa 170-171 14 13 VAV-3 200 H 20 2 A PO IW R 6-110*57 14 70 -- 367 R - - 9 20 -,600 R R-00NE 161 62 0001162 I6 15 VAW3 230 R 10 1 B 20 1.400 R-�107.10 M 16 --- 350 H - - B 20 300 R R-BREAK 57 II 17 -- 667 H - - C 20 1200 h R-OFFICE 117 18 17 -- 250 H - - C , 20 1.400 -0091°,167,7N 16 17 FIE NAM CCNINL PMIFL 300 0 , 20 1 C 20 000 R R-BREM 07 II 16 040-13 117: H 18 3 A 20 1,000 R 6-157(0157 20 19 VAV-H 000 R 30 3 A 20 1- 770.-0-04P4D311 dFACE 187 20 II VAW4 633 N 20 3 A 20 600 R 0-INE(*67 20 - N T -- 1,640 A-0401 0041 1 7 22 11 --- 633 H - - 0¢ 20 1.900 R R-901,60 67 w 0`dg 22 1.333 R - ' N 000 H - - B - C 29 ' 1.200 R 6-900/7 67 IA(14014'70 OWO 54 I B0wmn 6/30/04 I 21 t 93333 N B 10 2�1 _ H - - 0 m 1410 l 1 24 00 -- 633 N - 21 Bf . ..337 - I 10 VAW7 N 06 9 A i 1 L i" Pe VAW# N 20_ 3 A 2. 11000 R R�87-MBTNgT S YAWt4 _ N 00 0 II 't7 --- - _ ! 1 l 27 009677 - - / 28,VAV-12 H _63 $ C 10 1 l l I• --- N.. 0 ,�H. WI-1 C AA 20 N It_ H 1 (L F(gj�} �gqp _7{ A Y T ,-, N - - 1 ., 6 100 vAW23 31 -A{ 9��0022 011011 g�i�}Ey -L-A,4 A}NNL I- 0`1 ^. 39 TME 20 1 ! 000 N VAWI d -V:11-61‘21117 700 90 2 e 2 '' X 3,60011 40 R-1,8789E 153 I- 1,000 L .AGE 159 41 TME 20 1 C - - 600 N --- 41 41 --- 210 H - - C - - 600 H -- 42 41 30100752 DOER AT LEMMAS 1,600 M 20 1 C 20 1 900 L UV LTO.AT IC-1 42 Told Candled Lead Ph A 10.400 VA 17 A Val Canol.d load: Ph A 12.366 VA 103 A Told CaddM 1.1 Ph A 13,273 VA 111 A (:,. Told Condoled load Phe 10,300 VA 00 A *977 A n s Awldd Pad OUty Total CaMdd 1.04 Ph 6 10,700 VA 90 A 21.177 Arne Avdotl4 Fell(My Told C.00 d look Ph a 12.063 VA 16 A 12.063 A Ne 11 4410 Fad Ou0 Told 0005.100 Loud Ph C 16300 VA N A Told CandUd 0044 T 0 11,291 VA N A Mal Csnadd Lead Ph C 00.543 VA 700 A .. '116110e PAM 000001od Lad: Ph A 10.400 VA 'Mown.'Nan Cenn.dd Loot Ph A 12386 VA 16wn ni Rod Cndalod Load Ph A 13,273 VA ' Told Can.old Lod(3 X 1140164 31.2 RVA 86.7 NPO Told Word load 30.5 RVA 038 MPS Todd Canwd Ladd(3 X Madan* 37.2 KVA 1032 NPO Told 0an.d lead 36.6 KVA 102 AAPS Told Ca n.td load(3 X Madam) 86.0 OVA 110.3 AMPS Told Omand Lod: 37.2 KVA 1013 AMPS bustatka SOME• __ SOURCE• 00td� 91550E bmiLAIBE PddO.F4d-1,61010610 NOTES NOTES NORM ea 1. 1. 1. 2 2 2 71 3. 3 1 4. 4 4. 0. 6 6 ". Panel PC4 I PANEL SCHEDULE IPROECR Iliad 0771 NE 6 Ana Mmodd.103)54 Existing Pond M1 I PANEL SCHEDULE IPw03000 Nara(77 xd A Ana Ramada,M5064 LOAD SUMMARY AT % 120/2083,3Ph,46. 200A B. ILL0. SURFACE MINTED 21-.11-04 120/200V,Th,4300 1004 Bo. ML O. SURFACE IMU o*E0 WM-04 ANNEX BLDG. MAIN DISTRIBUTION PANEL 1121 Sir Salmon 06. 0.u6*n/ Load Lod C6 C6 C$ CO. load wad 6.1001111/ CAL LNL D..tI./ load Load C8 CL C8 C8 Land Lood Doodad/ 0d H. Leaden (VA) Tp Amp Pd. Phase , Me Pd. (VA) T. Loden H. H. Io. A 6a0 (VA) Two d Pd. Mod Aro Pod Weld.(VA) Apo N6 LOAD TOTAL TOTAL Salk 1 1 R-0X ce MINK 1.000 30 A 20 1.000 R R-1N4 0913.9E 2 I 0-0((0190 122 400 R 20 A 30 3 101-8 2 03000 T LOAD 110(034E UMTS 009,D 04/01X0 0131/60IOTOrtlal3. OR 1297105 3 0-0003,PUMn$E 1.000 70 0 20 1,000 R R-15F(E FURNITURE 4 3 R-CMICE120�122 /03 R 20 e - - -- 4 0 paid 0X00-Cayaap) KVA 0.30 010031 0.30 ' Tel.503.111.1111 4 6 R-15NCE 04601 00 1,003 70 C 20 1,000 R R-15Nai X(41106 1 5 R-6000.120 122 600 R 20 C - - -- 6 7 1-00900 FURNITURE 1.000 20 A 20 1.000 0 5-157133(7797777, 0 7 R-000110 107 100 R 20 A 20 1 77-90000.PN a L '° RVA 1391 tuR n.4o Fax.303.111.1097 9 R-3,010E FURNIU, 1,000 20 9 20 1,000 R R-0F710E MON 18 9 R-CX1860R CMRRA Al 004 186 200 R 20 B 20 1 1-1400.PIT 10 R Roegol.7-V 10 KVA KVA 4500 00% 24.00 over 10 KVA RVA ..10 6077 0.00 IIIII n II 1-OFF(,(7711101, 1,000 20 C 20 1,000 R R-15FlCE 960,610. 12 101 ii-OFFICE 186{ 400 R 20 C 20 1 L-UP 1315 ON(91'77 0.7,4 0.t0 11 N p� KVA 0.00 � 100% 0.00 13 0OFFICE X4(7710 1,000 50 A 20 1.000 R II-OFFICE 0UR1I19E 14 13 11-77(1I 124 600 R 20 A 20 1 R-ROOF 44 N 11011101 Km MX 15 R-0F7K0 FURNITURE 1.000 50 B 20 1620 R R FF1LE(700513377, 16 16 R-00011 120 000 R 2O 0 50 1 HVAC 00(771100.1RMSFEMM N M X01100 OVA 73,7* 100X �T REYES ENGINEERING INC. 17 R-15000 NINON 1.003, 10 C 20 0000 R K'010(6 0777(112, 13 17 R-04,11 110 MO R 20 c 16 W Lomat Nola KVA 0.00 1591 0.00 Professional Consulting Engineers 19 R-OFFICE FURNITURE 1.000 20 A 20 le R-OPEN 601(1 1240 503 R 20 A 70 * R-15077,X91774, 7,0pp 20 6 22 21 R-0101 600E 110 000 R 20 0 W Ron Nodal OVA 600 12X1 0.00BM 23 R-6FICE 0004033E I,O00 20 0 24 13 0-Td 10190120 500 . R 20 C 44 U C.tduun 0410.Lod KVA OAO 1000 0.06 OI�ONCHt,PA. 55 0-01501105 930 20 A 13 26 6-0491 OFFICE 130 000 R 10 A 10 1 000 R 8-1904 ORM 120 86 1 U 4,610 pend Loa iw. KVA 0.00 1077 0.00 27 0-508000 186 600 B 20 9p se 27 50 1 500 0 0-TFR 0 00 PI26ndO9720SW.A 310E 120 1 RVA 0.00 00 0.00 39 TME 20 C 30 00 C 20 1 500 R 0011 781- 1E 120 30 1 KVA OM 00 0.00 Portland,OR1197904 31 TME 20 A 31 Put�(53)71-IVII 33 TME 20 4 34 Told Canu:td Land Ph A 2700 VA 23 A 36 TME 240 C >e40 Told Canoold Wed Ph B Waldo VA 11 A 10.000 A nm Fadi Daly TOTAL LOADS KVA INA 7706 37 99/12 20 - A >s TotTotalCan.led load Ph C 2600 VA 21 A (2063.3 POIA*E) NPN 6468 407.0 7094 03054 37 MOM 20 0 'MOd.'nPhew Cam.tod Lead Ph A 2700 VA 41 TME 20 C 41 Told Candled L.d(3 X Mdl..n) 0.1KVA 725 NIPS Told Donald load 7.6 KVA 10.1 MPS Told Ca0Lad Ph A 7,000 VA 65 A d9o�L Md Told L7noold loot Ph B 7000 VA 0.3 A 21.277 A DoNEN Duly NOM • PaW M Cp,r Nd0 Told Candid Load Ph C 7,000 VA 50 A 7.P10110E NEW 08001 BFENER TO UATO4 0000X0 YFadam'fide Cem.Ad.d wad Ph A 7.100 VA 2 0081546 LOAM TO MIA* Told Caned.Led(3 X Hmdl...) 23.4 KVA 00.0 NPS Total Domed lout 162 KVA 462 AMP( 1 MsmscOt A 4 tens MI C MI CONSULTANTS I. 2. n 3 (�J 4 e. FUSING AND SECTIONALIZING SWITCH VAULT Q Full 180' Open •.1 W (TYPical) Dia. Insert W 2 Places In Top) Q 0 '1 Spring Assisted 0 i `� \ Galvanized Diamond Plate Doors MECHANICAL EQUIPMENT CONNECTION SCHEDULE �.. F% `. `\ w/ Lock ng Latch Q w y Q 7'7?7/'� T-- i )0,i Recessed Uft Handle Q:Q. 2 VOLTS/ �� J i i O Q 1181 DESGDP110N LOCATION PHASE HP OW MCA IMP FEEDER CIRCUIT NOTES 1', "�;.1 i . �"- •iT IL _ 2"x 3•Brass Plate (.9 r^ AOI xvMCud Redd 001/1 IM 9864 TOP -,.......7...... i� T_ � I d { f"- .�. 5'-0" Long Galvanized 'C" Channel .� Z vJ wudier-I 720n 3a. 204-2 P00-40 No.64-362P-PGE _ +Ty}is• apt _ UYOdte0C-2 110/4 tea 20,610 x0-37 1,520 lbs. ® / 3 T,+T R. 0),l, r+ I i(9�1 (1 Each Side) Z m O LLi 00-1 03,60 60 R.RN 901/3 346 402 TL � }+T )#=ri T I aa�i�� Rn.6P alp 262 30A .� 1 Ni'nTT+T T,{T LS ¢1 $r Iq,O F57y ,I a (2) - 2-Ton Lift Anchors O Q AC-8 LIN VAR .Tt II+T}ni`,6,510 417 `�`iS411 5p ` a �J W USA•IC-3 120/1 Ian 20,6-7 001-3/ TT t 0 ` ¢ .0307 00Y 10 0m0ao,Run 19 11106/3 4A 16e 9N 90A-4 405.1,3.5 S.( , 0,i y T 7 I pt tlrt)." 6" h V VAK4 .V 8r 0060.0 Ran IN 201/5 1.5 62 90A 904-4 863-7611 y `- VAW3 MSV B. On6.10 INN a 91/1 1.0 11 20A 904-5 PCY4111 g :/ ,.,12� It to 1��. • /i V J 'Ain 1.... WT VAW4 VAT B. dolma.Ree to 95/3 16 1. 90A 104-4 P03-169193 2'-Q• Lon Galvanized Z w,W6 003 ea Cada..INN 171 900//3 IA 62 10A 986 P02--914.91 1•.01 �\ 000-7 TAV 510 10..0.0 Zan 15 1.7 20A Saw P01-16n. "C" Channel . �''4A. .}Q. I� YAWi .V 610 Wood Med 171 San 0.1 1.7 202 20,6-0 0115-201,6 (1 Each End) .16. 4 0110 �./ YAW 143 010 CPA 0X00174 901/3 2A 110 986 004-4 40,27-4.11.11 VT8 YAV-5 YAY 530 M 171 San 1A 10 9N 9603 OCE-1.1 000-6 00Y*„ 014.172 201/1 1.0 31 20.1 204-1 Pe-67 2-Ton Pull / Lift Anchor ' "- VAWII 630 ea Oah00 986 IA 15 210 200-0 PCI-46. (1 Each Corner) Nd 177 103/3 2.5 4.110 EN 5011-4 PC24131.33. I VAWI! 110 00 ON. 20/0 o 186 910 9,30 P6-Man No.66bs. /� (1r Each Ground Wre '�.._ '�:_ ....r 311-13 00Y am *Mow 110 BASE ` 5,180 wAW14 VAV300 016.119 gap d6 110 20A 204-4 PC1-5,57.10 / �" Dla. Knockout 140-16 VAT B. w 660-B-PGEI YAWN VATS. 100 2101/I 06 1.7 204 20*-5 PC9-05.37. _ VAT-17 VNA7990 ON 7D 2003/) 6006 14.7 001 NA -3 PC1--33112. 41. VAWw YAV I. 110 203/0 0.6 1.7 586 INA PO-40. 8.-8" 101-20 V*NA el.g.100 201/3 46 tae 20A 304-{ P01-7,1118.-0" LOCKING ALUMINUM DOORS F'ROJECTNAME 343101 VAT Bn Redo 1511 Sap 6A 114 304 20A-4 POI-536 No. 84-2-332-AL-PGE 00-22 III 530 IF..,Rohm to 205/3 90 OM 204 204-4 PC3-10.17.21 (, VAW93 R4Y6. 6.30177 201/3 91 111 20A 204-4 40337,3610 ��(\,' 1,410 lbs. m *6-Ani-Ill RA u 104-2 P03-20 �`. I 21 and-2.5 .0e..a 120/1 1/2 9X-2 P03-03 4' Dia. Knockout '��'�� ) 5.-6" 4.5" Dia. Term-A-Duct /� /'(2) - 4"Dia. Wt Km Nor 10707 110/ N6. NA-2 PP131F3510 (18 Each Side, J*�� (8 Each End) <-4" / \ / Drain Holes 8 Each End) ( I ADJUSTABLE TOP SLAB 6'-0" I `��. K Allows forFuturoGrade Adjustments _8 6'-0"GENERAL MECHANICAL EQUIPMENT CONNEC1TON SCHEDULE NOTES %_*. LOCKING ALUMINUM DOORSorn% A RE,6901E(0X1,67710 a NR A 500aw ONMFACIIRQ 100 ACRIN.6NR*AMEN.0711E WIINON MA100 aI0 4T 03Ne9AN H* No. 84-AT-21 240 lbs. PGE(Shown) - - 11(110100.CONN1196RN5 779 PCNA WADI NN OM 0.111011 ROOM 00660100111 PAM a NITNL1na 6 Ma0l O O, 6" 1 MOW.YANY00 0181 chart PR0[Cll(1L 14101005011° / y6_8•, `./ .YN-MMR*assn NPNm. \` OO �-6 /' A' _ ` ' I MECHANICAL EQUIPMENT CONNEC110N NOTES 13``S' I DATE. IS June 2004 Golvanized Pull / Lift Iron 1-0"- FItaeE POme 0w1E0naN wt w 11031 ata (1 Each Corner) / 6'-OSumpa 6 4. ' hI CHECK: FVR J/ TRANSFORMER PADMOUNT-THREE PHASE 1 SE NONE IN omen a mat n.1 NM 11¢01111631110141. 2"Dia. Ground Rod Knockout \ / 4'-0" � 300-600 KVA DRAWN BY: DAN COPPER FEEDER SCHEDULE (2 Places In Floor) \\i� 6"(\ 5•-7'N....0, No.7272-1242-TRANSP,63 PGE 2X-2 2/12 OU*AIA 1/12 001 900.,14 1/r C o. 84-3867 2,440 lbs. MI PROJECT: 203341 204-3 3612 a NM OU SIP.N 7/27 3, 1.153 Ib.. 4 402 a w1IA 1642 CF DID.N IN C 1 660-PGE VAULT 26 2 TRANSFORMER PAD NONE NONE E0. 3 IM 2 - 3 - 4 EN 0dga.waa.4...m KEY NOTES 160 "'a P Ot EXISTING ONE 4—INCH PRIMARY POWER RACEWAY `Nei ti DrN�BAt7iN OF BPoVYf!?9[//Y UNDER HALL BLVD. `61M1! IANC. UELEQ UTI%TY O COORDINATE PLACEMENT OF VAULT WITH PGE, coNTR CO.cb. coNTR. Lro , 1 PRIMARY CONDUIT ® ❑ SECONDARY CONDUIT ® o CITY NETWORK SERVICES PERSONNEL AND PRIMARY CONDUCTORS 0 ® SECONDARY CONDUCTORS ❑ ® ARCHITECT. TRANSFORMER 0 In C/T ENCLOSURE ® 0 Q SEE ONE—LINE POWER DISTRIBUTION DIAGRAM, 1 DA"6e 6130/04 1 TRANSFORMER ME AD ® C T. ® 0 PRIMARY GROUNDING LA M1:❑ 1ER BASE 2,7.1, FOR RACEWAY INFORMATION. R S�7 BOLLARDS ® C METER 0 Q COORDINATE LOCATION WITH UTILITY PRIOR TO I I TRANSFORMER RA SFORMECONN0 I$ METER GROUNDING ® 0 ROUGH—IN. 1 SPLICE VAULT LID q ®INTERCEPT EXISTING CITY HALL 15KV FEEDER AND n I I ROUTE THROUGH NEW 660—PGE VAULT. EXTEND a RACEWAYS, AS REQUIRED. ~ -' - I I.=ESL AND COORDINATE AU.REOUI DENTS AND RESPONSIBSJTIES VAIN SERVING U71UTY iiii I I COMPANIES PRIOR TO SUBMITTING BID. °� i I I )....ci iI I ��) 2 ALL SERVICE INSTALLATION WORK 9HA}L BE IN STRICT COMPLIANCE KITH THE REWSIEMENTS ` OF THE SERNNO UTILITES. 1 II 1 I onY,ER LTILTY CONTACT, A I I I I I I I I I 9499EN OS W.Bo 2 ,•,. 1i� 5480 S.W.OR 97070 Rd. I 1I WAeonMIN,OR 97070 h PHONE:803.870.4412 I FAR 503.670.4420 1121 SW Salman Suite 100 MN=NEN ` i REM i �CO M°TIE 1111,11Y BUT Portland,OR 97205 } NO NOT N MOM T7B7PN4L 1'E171./✓Bl®V15t TeL 503.211.1121 VINE DINIONNI42.247EOfI►MN59711M7IEWAPVCR INIO(�IBVISE Faz303111.1077 �' in- 1 ''I 1 ( 114 I PNOR NBD AID ANY C��OOWlACT7,lU1L1/1AI1D - 128YE3 ENGINEERING,INC. PIS VAULT I Professional Cooeulting Eagiaeen KEN SPENCER,P.B ©MAP/C21-02D ØLrrLJL :. rk IA[ j 8 r'C — — — — — — \ I Toexow6N It I POLICE FACILITY _\ 'a ADDITION , ,4i /PN 1 Ili ..,.1' � I I I Q POLICE/OTY HALL + I.4 I I I I I I I CONSULTANTS I MI C;' _ POLICE/(ITY HALL 'r © \ --- E PRIMARY POKER FEEDER I W I�I� TRANSFORMER ——— — —— _ — E OTY FlLIEROPRC PCE VAULT� 111 ' I LI,•,;;.`,�,, OCABIE PULL BO% ©© II 0 POLICE V I. - - - N. � � OPOE-MOUNTED . I ,d ,0. 'y , /\''�\/y _ ©PGE POLE Q W co LUMINAIRES .':1,•• ,6... ."; ,.yS: ,i."10. :t., {;S Cf: V / 13 L--�•--- MAP/C21- •'' / [ITV 1 PULE 0044 W N,O,wwZ • 6 L h 1• 1's L Y kIllih. 7 e, . `PL7� AI Y,i"s :�. e Y ! „ 1 ''' , . •o I Yr ^�..'n+... 'i'w•Ir74�.^•:' •i4.�..,..a '1. ..1 4 .a ri».. a. .Mi C:.. .:.I•t ©O 1 kS . \, a pT.A4 Y ©TOE—MOUNTED 4:16 Rw,` LUMINA/;.•: _ FIBER 11C CABLE VAULT ? j O Q.. LLI ,lip ".;, ,a,t.•:.4 o'1'` © 1 �I ?08 3„ -. • I "`(((_E)MNT NG WITH y I O U11UTY TRANSFORMER Iv, I PAD/VAULT 1 11.000 V Q nI1 = I • CITY HALL PERMIT CENTER I I 0 I I I © _ A 0 Y•1 GL 1J - -- O_ h - . ' ,6' MAX FROM DRIVE SURFACE 161" 0 QI C.T.ENCLOSURE ---i MEPROJECT NAME 1 I O METER BASE -- 1 I O I — I ' -- 0 O (� --- �� 1 �' I 1 I �"'• I I ...----------- I\— —i I DATE: `,l3 June 2004 I CHECK: FVR I DRAWN BY: DAH PROJECT.' 203341 N 1. SITE PLAN (1) 1! 2 3 NM 4 NM wnw.s,ueAsw+a 04 14161 Tl. I ° ' 6/90/04 SHEET NOTES R S , O EXISTING WALL TO BE REMOVED. REMOVE ELECTRICAL DEVICES, AS REQUIRED. REMOVE CONDUCTORS AND RACEWAY BACK TO ti POINT OUTSIDE AREA OF WORK. 0 RELOCATE NG FIRE ALARM STROBE. EXTEND 444.14.44-.....-41 I I O AS REQUIRED.SEEE E31 FOR ADDITIONAL INFORMATION.UITING, I I ~ I I I WOMEN O3 REMOVE EXISTING DUPLEX RECEPTACLE TO ALLOW FOR "• • © 1� 10? N,� INSTALLATION OF PARTITION WALL REMOVE CONDUCTORS AND ti - -`w-'-'I'tl A_- -. ___..___.. - - RACEWAY BACK TO POINT OUTSIDE AREA OF WORK. --- ♦ ill, ° OO O ,// / //, ® RELOCATE EXISTING DUPLEX RECEPTACLE AND TELECOM EW �/'/1/.*42 / I V— RECEPTACLE. EXTEND RACEWAY AND POWER CIRCUITING, AS BREAK RM — �.// /// REQUIRED. COORDINATE REMOVAL OF TELECOM CIRCUITING / LOBBY VESI7BIJE WITH OWNER. M 4 0 0 �" I�/ , 5O COORDINATE REMOVAL OF TELECOM CIRCUITING WITH OWNER. '<: ,//T o 8 EXISTING ROOM LIGHTING CONTROL TO BE REMOVED. REMOVE y 0 // / — I O CONDUCTORS BACK TO POINT OF ORIGIN OUTSIDE AREA OF 1121 SW, amort - - -r y: - - — 14- WORK. BOX AND CONDUIT TO BE ABANDONED IN PLACE. Suite 100 co 31 MEN ® // /;• Ir _■ :• I J o ' , _________1— ' TORA�E PROVIDE BLANK COVER PLATE ON BOX. Portland,OR97205 1 M1 - §= 0 0 ®O 0 0 + ,i m� — 7 EXISTING ROOM LIGHTING CONTROL TO BE RELOCATED TO Tel.303221.1121 4 MECH O Fax.503.221.2077 127 © 0 1�///,//,- ,- /, _ 1 J �61) ® ® ® ® ® ® ® ® POSITION ADJACENT TO NEW DOOR. EXTEND CIRCUITING, AS INN B1-- a - // - . REQUIRED. ABANDON EXISTING BOX AND CONDUIT IN PLACE. n C ® 0 I N 0 R I 0 I PROVIDE BLANK COVER PLATE ON BOX. SEE E2.1 FOR 4 , I�. �""/ ADDITIONAL INFORMATION. '".� ® 0 /i// _:. -V 1 F C =- _ _ _ ` REYES ENGINEERING,INC. i ��r ® Professional Consulting Engineers 23 Od WDM ' ��,�JJjr, ® EXISTING UGHT FIXTURE CIRCUITING TO BE RE-ROUTED TO tza -v ® �) / � '; I NEW ROOM LIGHTING CONTROL EXTEND CIRCUITING, AS MINe;;Ncea,Pit db�_ -- I !'_ OPEN OFFIE I� ® ® REQUIRED. SEE E2.1 FOR ADDITIONAL INFORMATION. rN I Hmn 61269B1Nte S,..SidoA _ _ HALL 1 ® 4. 1 69 I O8 EXISTING UGHTING CONTROL FOR CONF.115 TO BE RELOCATED eomnra,OR9no6 E-= _m_ _ _ M �' LL I E '""'J = _ _ _ : INSIDE ROOM. EXTEND CIRCUITING, AS REQUIRED. ABANDON Tel(303)111-1906 `i 0- EXISTING BOX AND CONDUIT IN PLACE. PROVIDE BLANK 1u:(6o3)an-2x96 O[] ( COVER PLATE ON BOX. SEE E2.1 FOR ADDITIONAL INFORMATION. 10B6o3064 , ® I WOR1K I D 0 1EXISTING ROOM LIGHTING AND CONTROLS TO BE RECONFIGURED ❑` TO ILLUMINATE NEW WORK ROOM. REVISE CIRCUITING, AS E = _ _ _ _ C _ _ _ _ ] 1 _II I REQUIRED. SEE E2.1 FOR ADDITIONAL INFORMATION. - r'i - 4'I; 63 11 EXISTING UGHT FIXTURE TO REMAIN. CLEAN AND RE-LAMP 4 WORK 00-- N+ ® LUMINAIRE. E-1'____-M --- I ® CHAMBERS' I I -w�T =,L.,; tae ® 12 REMOVE EXISTING WALL-MOUNTED TRACK LIGHTING. DEMO MI CONSULTANTS [ 3 db C_=_=____ -1M _• - CIRCUITING BACK TO POINT BEYOND AREA OF WORK. EXISTING I I BOX AND CONDUIT TO REMAIN. PROVIDE BLANK COVER PLATE ___ _ ON BOX. ° OPEN OFF120 ICE Ir�---�-c._ =-]�1 _-__ -I 13 EXISTING UGHT FIXTURE TO BE REMOVED. �+ `-'LNU�- VJD O ____ EXISTNG E__-__z,4;;_____] °I I [-_-_____ _•__I _1 Si: �` y I 14 REMOVED.0 MAINTA N FIXTUREAND TO RE ASSOCIATED ED NEW LLUMINAIRES. J (,, 0= L0♦ UD = OO h ►; ► C. REMOVE TWO 4-FOOT SECTIONS OF EXISTING PENDANT- 0 U. PANEL CR ® _ .- II �I =__ �> _ !Ir MOUNTED LUMINAIRES TO ALLOW FOR INSTALLATION OF NEW 0 1i. 11.11 - _ VESTIBULE AND VIDEO ROOMS. REVISE,AS REQUIRED, PENDANT _ ---- - MOUNTING AND CIRCUITING FOR REMAINING LUMINAIRES. N" O E _ _ _ _ _ D -. e = _ _ _ _ O14 et) \ CONS `g COINS cI I g STORAGE a' "• O g2 Ell CI 1,, CONE I ri(] W 9 I I I 0 Q m d MECHANICAIEYLL I I co k LuQ 41 -41 - -1-DA COP EP O ` O < ; .---- �I 65 0 ® I dD o dII v = ..„..c THERMOSTAT iWWA P l. III N _ I 4. - _ — 111.-- OFF ' yOFFICE � i' -( // ° ` eN N /:' II ' /GEG1no : . ,I. // 1 O., . (..) ,/„. // / � D /ii///1 I I I Q 1,_,e,�/ A 0 0 (/////// ______ MN PROJECT NAME 0 - - - I dbry iv ♦ - -N ♦ m rl, ,_:. W ♦ IL L.4.L.L;i.� .....1 ,Ir - - - - I I I I I I I I A B' C J.) G H I IDATE: 111 June 2004 N I CHECK.' FVR I DRAWN BY: DAH 1. CITY HALL DEMO FLOOR PLAN ID . SCALE: 1/B'•1=0' 11111. PROJECT.' 203341 II E1. 1 KEY PLAN M. 2 NNS 3 M. 4 E m.40e74e,us444444 m,. ,*?1K,et SHEET NOTES 1 04 1 R S w O EXISTING VESTIBULE TO REMAIN AND BENT RENFEDNFERENCE ROOM/ ti I O REMOVE QUPMENTISTING UGHTING,POWER AND LOW VOLTAGE AND CIRCUITING ASSOCIATED WITH DEMOUTION I I I I I I I SCOPE. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS 4a 1 "' FOR ADDITIONAL INFORMATION. ,,�� 0 O EXISTING FIRE ALARM EQUIPMENT TO BE REMOVED. Ifs— f T OFFICE — —4', — — — — IP 4 d _ — — °� n �WORK ° O LB(REPLACED EXISTING RNMA 2OO PANELS/EQUIPMENTTOBE RETURNED REMOVED.O OWNER.a == 1 CONFERENCE M I Po OFFICE 4® \ 1 t0 0 I © iil OPEN 0 Il 0 169 O 11 OFFICE H 4. CONFERENCEI /© 1 - / VE neu E I a W y �I �.� WORK i l y 1 ° I. 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L'I U L•3 U LI U L'J u U I _ O O Q O 1 20A/1P EMEGENCY k/ I 1 - - - - - - f CIRCUIT BREAKER '‘r/6 ''4/.1% -.I —F-T-4—F-- I-I it 1 I LOW I 1 1 I `0R, / 4,A-Y-h•/�1,I_L+J_L1J},L n f f m n n 1 VOLTAO ELECTRICAL !(►' J p0 Q i 4L�� _1 1 I I i I f H I I I I I I I I i t I. I ^1; I I I I I T I r 1 "1-1-t-1-f I I I I L•J ...r."" co -rt-1-r+'1-F'T-1-1--+-1-F H H H II II Z _I_+_i_l_l_i_L+J_L1 _L II II II II II W I I1 I I I 1 I I II 1 I I I I I I I I u u db IR, 1 I I Z cow TI ..-I-1 T 1_r.ti-rl- I I I I I I V Z -l-r+-I-I-4--1_I-+ _ JII in. 1 . j 1J_L u QQ 1 � 0 Q I - I - - I I I - - - .7,--- - — — I — — — I — i PROJECT NAME - _ F - I 1 I I I I I I I I J K L M N O P (- R I DATE; IB June 2004 N I CHECK: FVR 1. ANNEX DEMO FLOOR PLAN „ I DRAWN BY: DAN SCALE:1/S'.1-0' MI" - Ii.. PROJECT: 203341 PCNA OTY MU %�/ E1. 2 KEY PLAN imm 2 EN 3 N 4 1111111...1.•'MM.ATII.Ine (Jo "/, 4,„L,.. Z o o 0 0 0 4 W,S oa6Re 6/90124 I m - I .41, (1-1) I (1P Al I SHEET NOTES R S pt EXISTING FIRE ALARM CONTROL PANEL(EDWARDS GS 57528) TO REMAIN AND BE RECONNECTED TO NEW FACP IN PERMIT ti _ - D g $ CHIEFOFPOLICE `c CHIEF CENTER. OFFICE c OFFICE OFFICE % OFFICE SECRETARY POLICE Ib, 0 I I I 1 I a Q1.-. F____F\.....1.1..) db dt dh .. III , OFFICEII_� IN I R Q 0 111 111 Ill IU N Q t .,, STORAGE/ I> ME ETING OFFICE INTERVIEW .g OFFICE OFFICE Z CONFERENCE C DSin uite SW Salmon 0 db V db vdAdb db 1 db I db Portland,OR 97205 T61.503.221.1121 _r IFFI� I Far.303.221.2077 C = HOL I' I 1 .E DING I 0 BOOK/11I OFFICEREYES ENGINEERING,INC. PORT A HOLD HALLat I13 Professional Consulting Engineers Et 119 11 IP t ♦ Qr HALL 136.16126 SB Mks St,SSuiteSuitep 986 I ( lit 1. 1. 4 1A I P612164011 7'1206 V Y Mt 1'I JAN_ Ill VA Fut,(50327724496 1096030!4 CLEAN 12.- ARMORYMk _ 119 MUG OFFICE =7 _� I_,IFORM MED MHT c 1=1 WI eb © li IN ■ 116 ,150 ' — pa.CORRIDOR I - If? C MI CONSULTANTS 1' I 9D A I litI NT ROOM M (6 4 RE�g_ _ OFFICE 11� d _ _ 137 QUA MERLIN ENGINE 4 db .-+: J GENERATOR SYSTEM db db - ,,1 (66KW/ LIBRARsr Y � n W o I V 0 ON I ' I W ^ 206V 3PH,4W) - g 0 1NT = 1 q [ 11, Cr I 113 _ INS LLL W y WOMEN'S I O �QJ LOCKER I it g g ` i Q O IL r .,( 111 N n_ co,,,,,,, I PROOM Q .4 IW(�,1 11 N MULTIPURPOSE _ _ we Z C LL 144 ,_��111 O 111 O �LZ andIN LAE s 1 114 3ct •c 0 yL1.7' Jo� WJ\1�I X 1 = d Q_bYQ}1 fvCH CO~ 4 �7�/ 111 RM ''1 MENSilk a STORAGE 107 W SHOWER in 117 RECORDS U 4 I Ill fa WI Ii/ IP db ca II. 0 0 = W V 0 J1. VESgI; V W DARK _ DISPATCH PR 145 , OFFICE OFFICE If CH�. I+u I' � {}� . ° IID dU 'E W I I r ddddb I II p I db PROJECT NAME MENS O I LOCKER 750 EDWARDS GS i4,...4 CATELOG/57528 NAC(SILENT KNI HT) I lq t) VI I MIOT I PI RECORDS RECEPTION S ORALE ( I SMALL EVIDENCE 158 )T A A I��I-al I STORAGEk.)11577 I [� rI ,. N I \ 1 WOM"1 i .,_ I/1 I I DATE: .70,pN1ne 2004 N I CHECK' FVR I DRAWN BY: DAN 1. POLICE DEMO FLOOR PLAN ED SCALE:1/8".1'-0' PROJECT: 203341 roues/ 4 -VIN an,MAU E1. 3 •r KEY PLAN MINI 2 MN 3 - 4 ME 04va.144,ul.w44444. GENERAL NOTES ,%9 '',,;t, 0. B 1. KEYNOTE SYMBOLS INDICATED AS(TYP)REFER TO ALL --/ 1 "i LUMINAIRES WITHIN THAT SPACE/ROOM,UNLESS OTHERWISE NOTED. - 1 tot.. SHEET NOTES s i names "30'°° R S ,, 0 CONTROL LUMINAIRES MA WALL–MOUNTED SWITCH OR OCCUPANCY SENSOR. FEED POWER TO WALL MOUNTED SWITCHti OR OCCUPANCY SENSOR MA EXISTING UGHTING CIRCUIT. n I I I O2 EXISTING ROOM LIGHTING AND CONTROLS TO REMAIN. TING WALL. EXTEND I■■■■■■■■■■O■IIS■■IIS■■�w,■■■ XI H'O � 'P I �I n. I O aRCU1TIN0 ARELOCATED S REQUIRED.CUPANCY ECUTT,,PATCH IN SAND PAINT WALL. AS © 11111111161:9161111101 , I■■■■■■■■■■■■lill��li�■■Iu■■■ › rT REQUIRED. �: ill" .�■,■■I _� I70 RELOCATED WALL—MOUNTED LIGHT SWITCH. EXTEND CIRCUITING,1■��1I�t 11 � AS REQUIRED.`�'� , , OS PROVIDE NEW WALL—MOUNTED 3—WAY SWITCHES TO CONTROL lill I^ e,� �� LOB10V VESTIB EXISTING ROOM LUMINAIRES. EXTEND CIRCUITING, AS REQUIRED. ■(/�I��/.c1I� I , , © RECIRCUIT EXISTING LUMINAIRE TO PROVIDE CONTROL VIA '31 `� - I tlEXISTING WALL–MOUNTED DEVICE(ADJACENT TO EXISTING DOOR). y ■■■■■■■■■■■■Ir FULL ,' y^`� �.I,'„' _ EXTEND CIRCUITING AS REQUIRED. 1121 SWSuMiort 111111111111111111111111111111111.611 1111 :1■L,■■■. 0 0= W� �4 STORAGE Portland OR 97205 ,. MI ' .tea .....,,. --- � _=� -- L�I Tel.503.221.1121 b �fi� C I u: 11111111111111111L■■ ■ ,�oi��=�� Fax 503.2 1.x077 — — [1.. 111111111111/111111111111112'•JI REYES ENGINEERING,INC. = l T r■■I■■■■/III M rer,simaimi Consulting Engineers 11 A�1■■■■■■■LMyi•iii•iirs ilAwn //ALL -� 0- I PreO.,xy OR9]06 NeA I� -190 i72 . � �' ■ Td:(SOI)moit6 11____W___..."1"11111_ ■ PaasOstms+se ��— • s. ioex030 91 ■■immi;■....Nom 1■■■■■■■■■■1 % . II i IF lie IN P ��F IrrrI�.��r�IIr�rr„_ CHAMBERS MEMPMEMEOMPEEMMI I -._-_`Lf�� woz AMNIA 102 Mil 111111111111111111111111111111111111111111111111M11 1111111111111M11111.111111‘4"^"51111SPIIIIIMPlit -.1 CONSULTANTS LIMINIIII=21111INNINNIMMIV Mr +..� tu parimmetramwom =_ .1�= ; �Iaiiiiiiii l� �. . m ---';:.■� ` �. a.. F a 1■■■Eii mm a t'2 ET��` �N IIS ■1■I L7!'�11�111lI^■I stk ° —■�■I INN►iIUII�■■■1 r iii ai ii LI W r.z x W I`. , un ,IIIMMIE–MO --- ..►�. I. I , ct 4- C° �n�D = ►ice Ilinisminommummiemi ems i -��,�I�.P.175 figi '�l■■gla ■■v�l'A■I � ��► 11!�L�l■■I , I °a h� -J __ri■ i a�MMOINGI :�■M■H�MME�1■■■►. 7■■I -.II N ,i - ct _�� _=1�"' Ii/111 m - I1111MI -ilii ' ' ' CS 6 1 1 1111111111I �• �,.■�� 1 I 'I 1 ___--• I I I PROJECT NAME I I I I A B' C' F' II ,DATE: ,1B June N I CHECK FVR DRAWN DAH TE ElD 1. CITY HALL LIGHTING PLAN SCALE:1/8'-V-0" PROJECT 203341 wi. ow, E2. 1 KEY PLAN i 2 1111111 3 — 4 on awrosawwaaumae.. GENERAL NOTES ��0 r;{r• it:; 1, KEYNOTE SYMBOLS INDICATED AS(TYR)REFER TO ALL ' 1 `� LUMINAIRES WITHIN THAT SPACE BOOM,UNLESS OTHERWISE /� NOTED. 1 W.S ff • SHEET NOTES 1 DAMS 6/30/04 I R S , O MIEN? COORDINAA ATEIFNIAL LOCA11ON 4-1°MECHANICAL AND ti CONNECTETY POWERITOE NT. O2 PASSIVE INFRARED WALL SWITCH, n I I I , =- ... I I I WATTSTOPPER, CATALOG NO. WS-120. 4, �.'`� / I. /rAII' 1111111001_ _ C. CONNECT TO ULTRASONIC OCCUPANCY SENSOR,WATTSTOPPER sir'i !"_�■�i►��J■I�� 't MODEL NO. W-500A. • -_— — _ y •■fit•` 4 CONNECT ULTRASONIC OCCUPANCY SENSOR, WATTSTOPPER :. ,.x_11�L _ .�L �L • 1i.y lE■I i SIL - — — r -----A "' "T O3 O MOD0.N0. WT-800 TO POWER PACK IN ELECTRICAL ROOM 184. - // ■Ellll•I�c�_l.n■��_ (�I Mil �„r�'I� _` L,, _—�11�y..�`l,t�� IOD C3 8 O5 COORDINATE CONFIGURATION WITH WATTSTOPPER. m—��L ._�� Q'/�� :.-- -- 1�1 © NOT USED, e3 ,a ad�1 ►I•. W I�1�R '' i �rmri” ►1�J��.1iiii� ( m7 18o ISI!In J firECI■I IIIIII _I f i©iii * IWI NFERENCE O ,,. O _ ,.. � 7 CONNECT TO PASSIVE INFRARED OCCUPANCY SENSOR, � � lkiri? • • .,— �' ; �,1�OM '�1"�I,� �f"� WATTSTOPPER MOTEL ANNOPC 20. ya4` _ _ __ (�r/1l-—,C l`111 (: ` �—,,—I� 7�P=��IIIA „,,-.......• w '�f ® ROUTE HOMERUN TO PANEL PC2, CKT.NO. 20. 1111 SWSOfmon O � ,�r�f AMMItttttt�itt� r�Y” I �G)�•lE�r 1��•�• Suite 100 .� �` �I�N 1�, Portland OR 97205 B0412•• 1i. 0�r•I � 7S I I PTP, I �� O ROUTE HOMERUN TO PANEL PC2, CKT. N0. 22 """"'a. /"„" ti IIIII IMM �D 10 ROUTE HOMERUN TO PANEL PC2,CKT. N0. 24. FaTel.53.211121 ,. a a . ♦ ♦ �I t ' �� Fax.503.211.1077 1 i� �� 1 �l�I• I . ♦� 11 ROUTE HOMERUN TO PANEL PC2,CKT.NO. 28.>, . �� El... ��' �� 1�� l I 'i O1111141'AI�Ui.ra�— ri-11 •ii I ,II I�, e, !Illi I .$. ROUTE HOMERUN TO PANEL PC2, T. NO. 28. . VW 1 ^' I12 REYES EI.1(}INEERIN C(I�'1I•1'y1C,'•�• �!, 1�!i�;i !(In I U OUTE HOMERUN TO PANEL PC2, CKT.NO. 30. FEl, j, ,IMF I ►'. Go tln F eae ��■.��■�JV II I �' _ (i� I a Nummo R «Nrseern`ee, ill`�� \ II'!��1 �� ,,.,II■Q LI ' 1i' I1: 1" �1 lit/ '� 14 ROUTE HOMERUN TO PANEL PC2, CKT.N0, 32. s,]ssew•s.,sm•n I • mtg. Num ,P.,4 I `AM 411111m1111 11118 PROVIDE UNSWITCHID POWER CONNECTION TO EXIT SIGN/ I4. III .o. - ��I�� I`„-annul�I, IIH�I�I�" I ''.I� •p''"'– cc� - mm----ill' I� I— -�� .000 c, © BATTERY BACKUP BALLAST. �� -'�-•�: Jc9C. max: . �• JOBXOJOA ' ��--++ , i ^ I 4 ��-1��,��I �1� I'■� OW �' . 18 OPENING IN PURUN, INSTALLED BY OTHERS AS PART OF THIS „�,_fit.�, �I�� l► I I11 I ' I� I.' ,1'' E ' ' PROJECT,FOR ROUTING POWER AND LOW VOLTAGE CABLING I I I BACK TO SOURCE. COORDINATE ROUTING WITH ARCHITECT PRIOR VI • �wI I I �I II pi, \ , \ ,. �� I . 8 TO ROUGH-IN. litsupt! ` j��^,? II I ,!� rip, I - ' °1,., ., r ,1� �. Z'l �I �.l' I,u , 17 PROVIDE UNSWITCHED POWER CONNECTION TO EXIT SIGN/BATTERY . �._==QQ =�fa + \ 1 , Q ( OIlk • ■� III,I■�IBACK—UP BALLAST. 1 ��(J�...J __� II' ! II„I , ! .` IIIII 5 �Il .'" 'I 18 EXISTING LUMINAIRE TO REMAIN AND BE RECONNECTED. i CONSULTANTS r� �: , 1' I 19 REUSE EXISTING WALL—MOUNTED SNATCH TO CONTROL EXISTING 11Fi1/- I '�1-II�.-_ ,_, WPM M._■�� I CONFERENCE ROOM LUMINAIRES. i , I _ _ imam= llttttttt�: .tom""��_u �ISI I O I , I II I I _'', ' u4U =tE!��,-.4 � ' I O W Z I MO , ....., , 1� v�ls�l. 1 �ifr3�r __�,,,. I ,,a, 1 /� �\�' �r�-- '� .-9t— F.v .„, ' �. II n, e,A, \ , ,].„4,...111 ,fie, r `,,. ^1, 1',► , O W (q IliMORIMlIN Vial Or=1/–�itioggi ; t r. i,, op I .��.;4 :i�r.TAGS fGF07iYFAtes � �� ) ^ J0.1 I,, la �J. ��■ r, 44(aII Ila •I I I I Z 1 �.� i. ./► 61‘1111111 -- ti Q I �� I I I ` – – 1 – – – – – – _ i PROJECT NAME r 1 I I 1 I 1 I 1 I ' J K L M OO p (,Q I DATE: 163V.E 20,4 N I CHECK FVR EDI DRAWN BY: DAH 1. ANNEX LIGHTING PLAN SCALE: 1/S••1=0• MI PROJECT: 203341 /QIAZ Off MU „I yE2. 2 r KEY PLAN 1 am t II= 3 4 _as.inpa/ow ve...r. GENERAL NOTES 1. KEYNOTE SYMBOLS INDICATED AS(TYP)REFER TO ALL - ;) .,f DEVICES WITHIN THAT SPACE/ROOM, UNLESS OTHERWISE NOTED. -;i.4.0" 13'0 W.5 SHEET NOTES I mins 6/30/041 ) R S 0 CONTROLLED ACCESS DOOR. PROVIDE CARD READER, DOOR CONTACT, ELECTRIC LOCK CONNECTION AND REQUEST TO 4 EXIT PER SPECIFICATION. WIRE TO EXISTING CONTROL PANEL IN MECHANICAL ROOM 127. SEE DETAIL 3/E7.1. 11 » I I I - O2 SECURITY CONTROL PANELS. PROVIDE NEW DOOR CONTROLLERS 4. I I I I I AS NECESSARY. PROVIDE NEW BATTERIES FOR BACKUP. �. © WOMEN I 0 IP-ENABLED CCTV CAMERA. PROVIDE CAT5E CABLE --------..___-_ TO DATA ROOM 113. COORDINATE EXACT CAMERA LOCATION, - _ :_ — ,p -T— .� . - '�p •' p FIELD OF VIEW AND TERMINATION AT PATCH PANEL WITH OWNER. m ' I U---"----" �' ® TERMINATION LOCATION FOR CAT5E FROM CCTV CAMERA. I NII C ` r o Ali BREAK F. II • L0881; ,VESTIB�LE , 5O RELOCATED FIRE ALARM STROBE. SEE E1.1 FOR ADDITIONAL -. INFORMATION. ® G 0 0� Mk lih © RELOCATED POWER AND TELECOM RECEPTACLES. SEE E1.1 FOR y rl 1111t. X131 ' OFFICE-. _— '— I p V— ADDITIONAL INFORMATION. 1111 SW Salmon O - - ' -r,Ili _ .11 -� €... - _ ��I O7 FEED NEW DUPLEX RECEPTACLE VIA EXISTING CIRCUIT THAT Su1teI00 Po_ NB- IN n °�1^� ��_ 4 'I' O - _ ;I -TOR9cE ORIGINALLY FED THE DEMOLISHED RECEPTACLES. EXTEND Tel 5 3.221.R X97205 �E) (' _ �1I� T• - "�` • , L`��i..... CIRCUITING AS REQUIRED. Tel 503.221.1121 4 ME 127H L ., �G ]�_ _ —II IIS ® PROVIDE NEW DUPLEX AND TELECOM RECEPTACLES IN EXISTING Fax.503.221.2077 �, 31111k yi-11.13° _ WALL CUT,PATCH AND PAINT WALL AS REQUIRED. STUBMINI N / 'm I� I I ONE 3/4 INCH RACEWAY FROM TELECOM BOX TO ACCESSIBLE 0 �,�i �DJ' _ CONE O ® CEILING SPACE. ABYSS ENGINEERING,INC. minr n9 r r, - • ® Proha9ionel Coosultiog Engineers II _ - I IpNI O STUB ONE 1-INCH RACEWAY FROM POWER POLE TO CEILING 23 . 11111 1 O I 1o., SPACE OF CONF. 123. COORDINATE RACEWAY ROUTING WITH >a,Bf+ceB,r.e' • • lr ►• +r .■ O O ARCHITECT. 61369E OR97209WIeA HALL I I 10 RECEPTACLE TO POWER NEW CAMERA. COORDINATE LOCATION r�..aoxs9zo6 A HALL 130 n , , OF CAMERA AND RECEPTACLE WITH OWNER. Tel.(503)7714986 Ir -- r«aso9>m-3x96 sigor. lip ❑■ 11 STUB ONE 1-INCH RACEWAY FROM WALL-MOUNTED JUNCTION JOB A03034 BOX TO CEILING SPACE OF VIDEO 124. COORDINATE RACEWAY 4 i I WORK I �, 'll ROUTING WITH ARCHITECT. Ii 1 I Ilii I �.Il WORKe ca ' 0 0 AOP* I I O VESTIBULE CHAMBER 111111 CONSULTANTS II OPEN OFFICE III la I I IF 120 ,�' � r I. PANEL E3 WORK DEO PANEL P „n 0„� ,,I,,,,IJ - .ri,iiPANELE• pip\N iiii \�c^ 5. ! -T.--,I1 iiiillini. MOM 11. = jul ` Ilk: �•�*' -� O W vii 1= ', CONF - CONF .7. ,l■� ^ �,I_ e = STORAGE o et et 2 �"+° 0,, I ?t 176 Ile ❑ ■ , M. (. 11) fat I TERM CT W C) - IJL. CONF ~Za° W � i/ I, a LI, O - - - :' ' ; I Fl 1 - - - ATS —' V.(--- _ ,.2 m Zov- lijAiri N �� I I • N1-28.2A3D. N �I�� 2 ::, A © I I .„,.I N N Ip Ilr �' �� © I l ._.? oFF PM-11M1 �w. ' %ilkOFFICE � NV" V o g 9. PANEL CHB 7 gOFFK' , `-= -- 10 I J I PANEL CHA r' V1 PANEL M � PROJECT NAME - - ._- r0 ♦ Mr. k.wi wi!i!1� III=ir - - - -• PANEL Mt 0 I I O I I I 2. MEZZANINE POWER AND SIGNAL PLAN I I I SCALE:VB"4 1-0" I A B' C' F' G I I DATE: 3 It..to owe t..4 N I CHECK FVR I DRAWN BY: DAN 1. CITY HALL POWER AND SIGNAL PLAN 4) SCALE: vv1"-1'-0" 111 OM PROJECT.' 203341 E3. 1 KEY PLAN am 2 NM 3 MI 4 EMI...asIm,ua.°M.n... '1•I W.S SHEET NOTES 1 . 6 '30'04 1 R S y O CONTACT,ELECTRIC LOLED ACCESS CK CONNECTION AND READER, TTRTO ti I VAV-10 ( ( I NEXIT PER LOW VOLTAGEI ROOM 163.RE TO SEE DETAIL 3/E7.1. CONTROL.1. PANEL I I I I —• �� FV-217 ,--„-=.11,t, - I I I O LOCATION OF SECURITY CONTROL PANEL AND CAMERA CATSE 4 .10001 II; �■ .� I^- TERMINATION. PROVIDE NEW ODOR CONTROLLERS AND t1A _ ► BATTERIES AS NECESSARY. �. . . I _ _ _ . '� _ 4, `, ", II `` _ _ ___ ___ ----7 © O3 IP-ENABLED CCTV CAMERA. PROVIDE CATSE CABLE '* L I • •� 1 ` ■IJt RI !1,,.- ,,,ro " —• r S�•F� •7 TO LOW VOLTAGE ROOM 163. COORDINATE EXACT CAMERA Q. CI fr. I-- II'I �I __ MN � � L _W� 14. 1' - .FIC•E 1 I 00 Ei�y 0 WITH OWPIER FIELD OF FO AND TERMINATION AT PATCH PANEL t�lIt ® ® ( ._ I ■1,42,--_ OPEN ■IJ `�. ' P03_4I i•.CO 1 NV 4 OFFICE ■IJ .� ■u /IIIIIr IN ® EXISTING STANDBY POWER SYSTEM CIRCUIT BREAKER. SEE 174 ` f ® II: CONFEREN• 1/E7.1 FOR ADDITIONAL INFORMATION. •.. MI1VESTIBULE 70 ® m OFFICE 4 \`!_!_ 14 �'� ■ jft: ■u �� ' O O COORDINATE MICROWAVE OVEN RECEPTACLE LOCATION WITH _ •IJ J I fr11I OI1 .C3 . - — ' 0 ' f�i p" 4O O8 PROVIDE POWER CONNECTION TO INSTANT HOT WATER Suite IDG BOOK 0R,...i 7 m I 9 ' r, ---8.:�� 1��.yt�� U'■� -- DISPENSER. COORDINATE REQUIREMENTS WITH SUPPLIER. 3.8 • r� �W � � ��II� Portland OR 97205 �. ` : - �•1 o�Y- zw ;u ■ c— n• Tel 503121.1121 _ ^, ill ,' I'""," e)/3 ,.'I ,I „� ,11.... r CM it O7 STUB ONE 1-INCH RACEWAY FROM POWER POLE/COLUMN- Fax 503.121.2017 4 . tsr- I .,, 12 ROOF I I r �� MOUNTED JUNCTION BOX TO CEILING SPACE OF LOW VOLTAGE ® CONFERENCE I 7a C ® �� 1 I,,/�,,, ` .I ,' I I ,83. COORDINATE RACEWAY ROUTING VAIN ARCHITECT. I— q O 1101/.. 1" • I © RECEPTACLE TO POWER NEW CAMERA. COORDINATE LOCATION_ REYESENGINEERINGF INCftl -� `�[ �• . � \ OF CAMERA AND RECEPTACLE HATH OWNER. Prof eeetonalConsulting Engineers i. l . 'BY® • 111 ONF4 /4f g'iL,blFg. ��■ O9 RECONNECT EXISTING WALL-MOUNTED DUPLEX RECEPTACLES • .S. a • 1 le -"r TO NEW POWER SOURCE. EXTEND CIRCUITING, AS REQUIRED. ® E. II • ■ ;1,4pip , ��..1�� -' I. ,, , .' I 6126 SE Duke St.SunA I *,t 1♦• � I 1..___ :-:;› I 10 PROVIDE POWER CONNECTION TO NEW MOTORIZED DOOR remwtoR9n66 E• _ 4411 isr. �. �. OEQUIPMENT. PROVIDE INTERCONNECTING CIRCUITING BETWEEN Tel(503)771-1916 ■❑ > I 7 Tex(503)772.2496 I�— _�� / �, I 0 __ _ _ _ / — © ALL DOOR COMPONENTS. COORDINATE REQUIREMENTS MATH GFf' — -`— - '', i.'•R•.9 �� — — I I ti 'I ...0 —� =�� SUPPLIER. mea63o56 MIN Milr OM _ IIIIMA I ■IJ I •PD3-,-,5.1 ® \� � P�!-z4.g. Pc4-e.,n.,Z. •�� I 11311 �� `� - ON ROOF ti /1111111111110. ©INSTA HOT W TER II►� RI r i /'4 \. �.' `.pas '.. OOP - -- OPEN QL �� e!/ CE 0 I , — CONSULTANTS GARBAGE DISPOSA4® r411171ki ^ �' I ,:�• I' , ,.� ON ROOF, , OFFICE ' � 18. rar MAO glik Ir: �a A ■. �� ►. I!' �,112. o ,. 3 —ii 0 L'W��,'■"v%w■Q7M :ATOR; lc PANEL PC3 2. t•Will ,` ,�!/ Q� �'._.1�WINO L!/ g r- W �'?J � _I; a I s3:SVIf[A • I1.. © -,�� -•• ,e12.JJJ[[[��I 11161 W '• + .11 I O 5 Ts g i 11... 12 1 A. 7 — • VE, ES se ME 4, 4,/,AAi MC ' P��-19 �� Pr wr II. a 10 0 —soil coNF . • _., I ?..-- .�, I T W w�_/�� I� -=�. �;..0 =>d .E 4,- .� ,.e. 6 - mi- _t-, : 4 20.iiiilli �'_ - O ~z '.a. ��1 -' ' 'ilk'' ii 14 iss - ,, 1164,1..14D om. /.IJg :6-I:MI, L. - 5 ■'' ,, ,__ ,®\ I I M 3 :1 I III/., ® cow■ ! y Q �„■ I O © 'IMMI•LTAGE 1• . LECTRICAL I, -.•�-T��+ '�`J I`�I� O li4 -�/� .•1- , I1T,'{—fr %//////, ��.•^..' v Q EO Ath®© NP' I/ �� D U t O F.,,,,„.1....,,,, " PANEL Pc I I , • DP PANEL PCII 444.o tIII k �1� ' 111112V.141._6 ,,, P METER 8 Illi _..- 22. i li _ 0.1.ENC RE V Lir 1''�� _ Qr I Ir_ I _ I 1 I I I - - - - - - I - - - I I O - - - - - - - PROJECT NAME -{III � I I 1 I I I I I i I J K L M N OO P 0 IDATE: 18 36NE zwq. N I CHECK FVR TDRAWN BY: DAH 1. ANNEX POWER AND SIGNAL PLAN SCALE:118'.1'.0' — PROJECT: 203341 I�pA7 r %�/ E3. 2 KEY PLAN min 2 M 3 M 4 _trrtw44a,w4wna w. KEY NOTES ca9 "I 0 REROUTE DOSING OTY HALL 15KV FEEDER THROUGH NEWURUTY VAULT. / 1110 " I I ° r 13 ®1 1/2"C. I 200AS 400AS 400AS 400AS 400AS SPACE COPPER FEEDER SCHEDULE W.s (�I 200AF 300AF 225AF 400AF 400AF IP I 130A-41 4#10 Cu. THWN, 1 #10 Cu. GRD, IN 3/4"C. GROUND BUS 1 MRCS 6/30/04 1 4#8 Cu. THWN, 1 #10 Cu. GRD,IN 3/4`C, R ___ ®A 4#3/0 Cu. THWN, 1 p4 Cu. GRD, IN 2 1/2"C. R S a 0 3-4`PVC g g 4#4/0 Cu. THWN, 1 #2 Cu. GRD, IN 2 1/2"C. W OE UTILITY TRANSFORMER ®A- TWO 4"EMPTY DIAMTER CONDUITS WITH PULL CORDS, IIII 11. x 3 EMI THREE 4"EMPTY DIAMTER CONDUITS WITH PULL CORDS. a' AUTOMATIC TRANSFER O AC-1 AC-2 AC-3 d c SWITCH "ATS#1 400 A, 3P E THREE SETS(4#300 KCMIL Cu. THWN, IN 3"C.) • • 4"PVC �� !--) Q7� [I�PANEL PANEL PANEL PPCI PPC2L PPC3L PPC4LEl laE'. Di GBEI - 4#500, 1#2 GND EO ® 0 © 0 ti DETAIL NOTES ® , Q unuTY POLE 400AO ..i• sk: FAME Ela: , mum mum ()REMOVE EXISTING ELECTRICAL SERVICE TO C.T. ENCLOSURE OLD UBRARY BUILDING(FED FROM CITY 4#4/0, 1/4 GND 9 4 500 MGM, 1#2 GND 1"1117111 HALL MAIN SERVICE). REMOVE 400 AMP �_ I121SWSalmon FEEDER CONDUCTORS, IF POSSIBLE. CUT 4#3, 1#8 GND E Suite 100 RACEWAY FLUSH WITH FLOOR SURFACE AND PA EL E2 O '��/ METER BASE r , :.[IIi1�r^ 200A 100A 100A , Portland,OR 97205 ABANDON. M •� E /V 8�A SPACE SPACE SPACE 1 ( 180 Jul.503.221.1121 ()EXISTING 20 AMP,ONE POLE CIRCUIT ® O 11 FMFRGFNCY GENERATOR O jul, I I 200A 200A )200A )200A )22SA )40A \30A I j Fax.503.221.2077 ° • 100KW, STAND BY RATING ii HALL BLVD, 3P3P3P3P3P3PJ3PBREAKER TO REMAIN. DISCONNECT AND 120/208 V, 30, 4W OUTPUT 1 I I 1 1 1 1 1 1 IA REMOVE ALL DOWNSTREAM CIRCUITING. 2110, 1M'10 GND I I 1IM PROVIDE NEW LABEL TO READ"STANDBY / 6`; MI POWER". r — — — — — — ———1 I I I GND. REYES ENGINEERING,INC. r. r 1 / I CX)EMERGENCY POWER :Oji �— L_ J L.___ J Professional E Consulting ENGINEERING, 120A )Ir I DISCONNECT SWITCH ', C • [ZAILC►J r/o RARE w CM cum KEN sen SPENCER.P.B. L__. ...1 I BM a0OUND 6126 SE Duke St,Su',A 0 ©UTILITY Peetland,��" ©LIBRARY BUILDING TRANSFORMER ADNSFORMER WATER 10'cu-c AD P"'(503)771-1916 0"v2"� 1013 A 03054 1 . /� / / ., G . I GROUNDING Ark UTILITY VAULT PIPE (11Pa�j 860-PGE 1 /� /% 2 ANNEX - ONE LINE DIAGRAM NO SCALE En DETAIL NOTES CONSULTANTS ()COPPER GROUND BAR, 1/4"X 4" X 10". HOLE CENTERS 1 POLICE/CITY HALL - ONE LINE DIAGRAM TO MATCH NEMA DOUBLE LUG CONFIGURATION. NO SCALE ®INSULATORS. J 05/8"LOCKWASHERS. O J 0 WALL MOUNTING BRACKET. 0 Q 05/8"- 11"X 1"H.H.C.S. BOLTS. OW y W HOMERUN 3/4"C. TO ABOVE TTB INZ / 8 400A, 3 POLE NEMA 3R FUSIBLE DISCONNECT K�L' Q SERVICE ROOM WITH CLASS Rk1 FUSES. O ABOVE ACCESSIBLE CEILING ®80A, 3 POLE, NEMA 3R FUSIBLE DISCONNECT / O 4 400 WITH CLASS RK7 FUSES. L......11 © WIN. j ri ®30A, 3 POLE,NEMA 3R FUSIBLE DISCONNECT �/ o % m E '' 1/2"C.O1 CEILING VAIN CLASS RK1 FUSES. �/ !' 06 h� W 3/4"C. I J� - POWER FOR HINGE (IF REQUIRED) 5 0 3/4" o ,o/®) ..„.'44 N13 ij '/te+r W PASSIVE INFARED 2" o 0 DEVICE (REQUEST TO EXIT) / 0 0 DOOR CONTACT QI 0 (j O1 1/2"C. ELECTRIC DOOR STRIKE �/ 0 I I ®CARD READER 3 (?J_' "1J.er ®0 0 O MI PROJECT NAME PANIC BAR J / 1 1/B" 10" MAX 2 OR 3 HOLE BARE #2 STRANDED COPPER FLOOR CONFIGURATION SECURED SIDE OF DOOR 4 TYPICAL GROUND BAR I DETAIL NOTES NO SCALE I 01 PROVIDE CONDUIT TO DOOR FRAME, DRILL HOLES IN I FRAME PER MANUFACTURER'S INSTRUCTIONS. I 0 CARD READER MOUNTED ON PUBLIC SIDE OF DOOR. MANUFACTURER ITEM PART NUMBER I DATE: t0'4p1.11"264 PANASONIC CCTV CAMERA,COLOR,DSP,1/3"CCD,CS MOUNT WV-CP474 I CHECK: FVR DETAIL GENERAL NOTES COMPUTAR VARIFOCAL LENS,3X,2.7- 8MM,F 1.0,CS MOUNT,AUTO-IRIS TG3Z2710AFCS I DRAWN BY: DAH A. COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL ELEVATIONS. EMI ENVIRONMENTAL EXTERIOR CAMERA HOUSING WITH WALL MOUNT 148111-24-8 PROJECT: 203341 3 SECURITY DOOR INFRASTRUCTURE (TYPICAL) 5 CCTV MATERIALS NO SCALE NO SCALE E7. 1 1 2 MI 3 MI 4 Non c"",,.s.:mum.*OC