SHEET NAME TRIBAL JUSTICE CENTER - Quil Ceda Village · sdi steel deck institute sdi steel door institute smacna sheet metal & air conditioning contractors national association sspc

OWNER:TULALIP TRIBES6406 MARINE DRIVETULALIP, WA 98271

CONTACT: CARL ROMIGPH: (360) 716-5029FX: (360) 651-4998

ARCHITECT:RICE FERGUS MILLER, INC.275 5TH STREETSUITE 100BREMERTON, WA 98337PH: (360) 377-8773FX: (360) 792-1385

CONTACT: GREG BELDINGPH: (360) 362-1429EMAIL: [email protected]

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PROJECT SITE

THE PROJECT ENTAILS RENOVATION OF AN EXISTING STRUCUTRE TO ACCOMODATE RELOCATIONOF THE JUSTICE CENTER. THE JUSTICE CENTER WILL INCLUDE SPACE FOR THE TRIBAL POLICEAND TRIBAL COURTS. THE POLICE SPACE WILL INCLUDE A SEPARATE AND SECURE ENTRANCE,ADMINISTRATION SPACE FOR DETECTIVES AND OFFICERS, EVIDENCE STORAGE AND FOURHOLDING CELLS. THE TRIBAL COURTS SPACE WILL INCLUDE TWO COURT ROOMS, OFFICES FORPROSECUTORS, PUBLIC DEFENDERS, AND PROBATION OFFICERS, AND JURY SELECTION ANDDELIBERATION SPACE.

-- A --A AMPA/V AUDIO VISUALAB ANCHOR BOLTACC ACCESSORIESACST ACOUSTIC(AL)ACT ACOUSTIC CEILING TILEADJ ADJACENT,

ADJUST(ABLE)AFF ABOVE FLOOR FINISHALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATELYARCH ARCHITECT(URAL)AUTO AUTOMATIC

-- B --BD BOARDBITUM BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBR BEDROOMBTWN BETWEENBUR BUILT UP ROOF(ING)

-- C --CAB CABINETCALC CALCULATIONCB CATCH BASIN,

CORNER BEADCEM CEMENTCFOI CONTRACTOR FURNISHED &

OWNER INSTALLEDCG CORNER GUARDCH COAT HOOKCIP CAST IN PLACECJ CONTROL JOINT,

CONSTRUCTION JOINTCL CENTERLINECLG CEILINGCLKJ CAULKED JOINTCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONF CONFERENCECONN CONNECT(ION)CONSTR CONSTRUCTIONCONT CONTINUE,

CONTINUOUSCONTR CONTRACTORCORRD CORDINATECORR CORRIDORCOV COVECP CEMENT PLASTERCPT CARPETCRK CORKCRL CHAIR RAILCS CONCRETE SEALERCSMT CASEMENTCTR CENTER

-- D --D DEEP,

DRYERDBL DOUBLEDEB DRY ERASE BOARDDEMO DEMOLISH,

DEMOLISIONDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPOSALDL DEAD LOADDN DOWNDP DECORATIVE PANELDR DOOR,

DINING ROOM,DRAIN

DS DOWNSPOUTDW DISHWASHERDWG DRAWINGDWR DRAWER

-- E --E EASTEA EACHEC EDGE OF CURBEE EACH ENDEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOR,

ELEVATIONEMER EMERGENCYENCL ENCLOSE(D),

ENCLOSUREEP ELECTRICAL PANELBOARDEQ EQUALEQUIP EQUIPMENTEST ESTIMATE(D)EW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXH EXHAUSTEXIST EXISTINGEXP EXPOSED,

EXPANSIONEXT EXTERIOR

-- F --FA FIRE ALARMFAAP FIRE ALARM ANNUNCIATOR PANELFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDMPR FIRE DAMPERFDTN FOUNDATIONFDV FIRE DEPARTMENT VALVEFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FACTORY FINISH,

FINISH FACEFH FIRE HYDRANTFHC FIRE HOSE CABINETFHR FIRE HOSE RACK, FIRE HOSE REELFIN FINISHEDFIN FLR FINISHED FLOORFIXT FIXTUREFLASH FLASHINGFLR FLOORFLUOR FLUORESCENTFMF FLEXIBLE MEMBRANE FLASHINGFOB FACE OF BRICKFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFPL FIREPLACEFRP FIBER REINFORCED PLASTIC

--F--FRTW FIRE RETARDANT TREATED

WOODFRZ FREEZERFS FULL SIZEFT FOOT,

FEETFTG FOOTINGFURN FURNITUREFUT FUTURE

-- G --G GROUNDGA GAUGEGALV GALVANIZEDGAR GARAGEGB GRAB BARGC GENERAL CONTRACTORGEN GENERALGFRG GLASS REINFORCED PLASTER,

GLASS FIBER REINFORCEDGYPSUM

GI GALVANIZED IRONGL GLASSGLULAM GLUE LAMINATEDGR GROSSGT GROUTGWB GYPSUM WALL BOARDGYP GYPSUM

-- H --H HIGH,

HEIGHTHB HOSE BIBHC HOLLOW CORE,

HANDICAPPEDHDR HEADERHDW HARDWAREHDWD HARDWOODHGR HANGERHM HOLLOW METALHRL HANDRAILHORIZ HORIZONTALHR HOURSHT HEIGHTHVAC HEATING, VENTILATION,

& AIR CONDITIONINGHWT HOT WATER TANK

-- I --IBC INTERNATIONAL BUILDING

CODEID INSIDE DIAMETER,

INSIDE DIMENSIONIFC INTERNATIONAL FIRE CODEIIC IMPACT INSULATION CLASSIMC INTERNATIONAL

MECHANICAL CODEIN INCH(ES)INC INCREASEINCL INCLUDE(D),

INCLUDINGINFO INFORMATIONINSTL INSTALL(ATION)INSUL INSULATIONINT INTERIOR

-- J --JAN JANITORJBOX JUNCTION BOXJT JOINT

-- K --KD KILN DRIEDKIT KITCHENKW KILOWATT

-- L --L LEFT,

LINEN,LONG

LAB LABORATORYLAM LAMINATE(D)LAU LAUNDRYLAV LAVATORYLB(S) POUND(S)LDG LANDINGLINO LINOLEUMLL LIVE LOADLOC LOCATIONLPT LOW POINTLR LIVING ROOMLRG LARGELT LIGHTLTG LIGHTINGLVR LOUVER

-- M --M&S MIRROR & SHELFMACH MACHINEMAINT MAINTENANCEMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMBR MASTER BEDROOMMC MEDICINE CABINETMDO MEDIUM DENSITY OVERLAYMECH MECHANIC(AL)MED MEDIUMMEDS MEDICINE,

MEDICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMFRREC MANUFACTURER'S

RECOMMENDATION(S)MGR MANAGERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENING,

MONITORMTD MOUNTEDMTL METALMULL MULLIONMULT MULTIPLEMW MICROWAVE OVEN

-- N --N NORTHNA NOT APPLICABLENC NOISE CRITERIA,

NURSE CALLNCAP NURSE CALL ANNUNCIATOR

PANELNCOMBL NON-COMBUSTIBLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNT NETNTS NOT TO SCALE

-- O --O/ OVEROA OVERALLOC ON CENTEROCC OCCUPANTS,

OCCUPANT LOAD,OCCUPANCY

OD OUTSIDE DIAMETEROFCI OWNER FURNISHED &

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED &

OWNER INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOGL OBSCURE GLASSOHDR OVERHEAD DOOROPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINOZ OUNCE

-- P --P PAINT(ED),

PANTRYPC PORTLAND CEMENTPCC PRECAST CONCRETEPED PEDESTALPERF PERFORATEDPERM PERMANENTPERP PERPENDICULARPFP PREPARED FOR PAINTPIV POST INDICATOR VALVEPL PLATE,

PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPMTL PAINTED METALPNT POINTPP POWER POLEPR PAIRPREFAB PREFABRICATEPRELIM PRELIMINARYPRKG PARKINGPROP PROPERTYPS PROJECTOR SCREENPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESERVATIVE TREATED,

PRESSURE TREATED,POST TENSIONED

PTD PAPER TOWEL DISPENSERPTDWRC PAPER TOWEL DISPENSER

& WASTE RECEPTACLEPTN PARTITIONPVC POLYVINYL CHLORIDE,

POLYVINYL CHLORIDE PIPEPVD PROVIDEPVG PAVINGPVR PAVERS

-- Q --QTY QUANTITYQTZ QUARTZ

-- R --R RISER,

RANGE,RADIUS

R/S ROD & SHELFRA RETURN AIRRCF RAISED COMPUTER FLOORRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARREC RECESSEDRECPT RECEPTACLEREF REFERENCE,

REFRIGERATORREINF REINFORCE(D),

REINFORCINGRES RESILIENT FLOORINGREQD REQUIREDREST RESTROOMRET RETAININGREV REVISED,

REVISIONRH ROBE HOOKRM ROOMRO ROUGH OPENINGRP RADIUS POINTRS ROUGH SAWNRT RIGHTRVL REVEAL

-- S --S SOUTH,

SINKS/R SHELF & RODSAN SANITARYSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISH,

SOAP DISPENSER,STORM DRAIN

SEAL SEALER,SEALANT

SECT SECTIONSEP SEPARATIONSF SQUARE FEETSG SAFETY GLASS,

SAFETY GLAZINGSHR SHOWERSHT SHEETSHTG SHEATHING,

SHEETINGSHLV SHELVINGSIM SIMILARSM SHEET METALSND SANITARY NAPKIN DISPENSERSOG SLAB ON GRADESOL SOLID SURFACESTO STONESPECS SPECIFICATION(S)SPKLR SPRINKLERSPKR SPEAKERSQ SQUARESQIN SQUARE INCHSS SERVICE SINK,

SANITARY SEWERSST STAINLESS STEELST STREET,

STAINSTA STATIONSTC SOUND TRANSMISSION CLASSSTD STANDARDSTIR STIRRUPSTL STEELSTOR STORAGESTRUCT STRUCTURALSU SOILED UTILITYSUBFL SUBFLOORSUSP SUSPENDEDSW SWITCHSYM SYMMETRICAL

-- T --T TREAD,

TILET&B TOP AND BOTTOMT&G TONGUE AND GROOVETB TOWEL BARTEL TELEPHONETEMP TEMPORARY,

TEMPERATURETER TERRAZZOTHK THICK(NESS)TI TENANT IMPROVEMENTTL TOTAL LOADTMPD TEMPEREDTO TOP OFTOB TOP OF BEAMTOC TOP OF CURB,

TOP OF CONCRETETOF TOP OF FOOTING,

TOP OF FLOOR,TOP OF FRAME

TOS TOP OF SLAB,TOP OF STEEL

TOW TOP OF WALLTPD TOILET PAPER DISPENSERTR TRANSITION STRIPTV TELEVISIONTYP TYPICAL

-- U --UC UNDERCOUNTER,

UNDERCABINET,UNDERCUT

UGND UNDERGROUNDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUP UTILITY POLEUPC UNIFORM PLUMBING CODEUTIL UTILITY

-- V --V VOLT(AGE)VCT VINYL COMPOSITION TILEVEH VEHICLEVEND VENDING MACHINEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVNR VENEERVTO VENT TO OUTSIDEVTR VENT THROUGH ROOF

-- W --W WEST,

WIDE,WASHING MACHINE

W/ WITHW/D WASHER & DRYERW/O WITHOUTWB WALL BASEWC WATER CLOSET,

WALL COVERINGWCO WINDOW COVERINGWD WOODWDW WINDOWWF WIDE FLANGEWH WATER HEATERWIC WALK-IN CLOSETWM WIRE MOLD,

WATER METER,WIRE MESH

WO WALK-OFF FLOORINGWP WORK POINT,

WATERPROOFING,WEATHER PROOF

WPM WATERPROOF MEMBRANEWR WATER REPELLENT,

WATER RESISTANTWRB WATER RESISTANT BARRIERWRC WAIST RECEPTACLEWSCT WAINSCOTWSEC WASHINGTON STATE ENERGY CODEWSVIAQC WASHINGTON STATE VENTILATION

& INDOOR AIR QUALITY CODEWT WEIGHTWWF WELDED WIRE FABRIC

--ASSOCIATIONS--AISI AMERICAN IRON AND STEEL INSTITUTEAMCA AIR MOVING & CONDITIONING

ASSOCIATION, INC.ANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONAPWA AMERICAN PUBLIC WORKS ASSOCIATIONARIB ASPHALT ROOFING INDUSTRY BUREAUASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING & MATERIALSAWI AMERICAN WOODWORK INSTITUTEAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKS ASSOCIATIONCRSI CONCRETE REINFORCING STEEL INSTITUTECS COMMERCIAL STANDARD OF THE U.S. DEPARTMENT

OF COMMERCECSI CONSTRUCTION SPECIFICATIONS INSTITUTEFGMA FLAT GLASS MARKETING ASSOCIATIONHUD US DEPARTMENT OF HEALTH AND URBAN DEVELOPMENTICC INTERNATIONAL CODE COUNCILIBC INTERNATIONAL BUILDING CODEIEEE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERSIPCEA INSULATED POWER CABLE ENGINEER ASSOCIATIONMLA METAL LATH ASSOCIATIONNAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL

MANUFACTURERSNEMA NATIONAL FIRE PROTECTION ASSOCIATIONNWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATIONOSHA OCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATIONPS PRODUCT STANDARD OF U.S. DEPARTMENT OF COMMERCESDI STEEL DECK INSTITUTESDI STEEL DOOR INSTITUTESMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATIONSSPC STEEL STRUCTURES PAINTING COUNCILTCA TILE COUNCIL OF AMERICAUL UNDERWRITER'S LABORATORIESWAC WASHINGTON ADMINISTRATIVE CODEWISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACTWSDOH WASHINGTON STATE DEPARTMENT OF HEALTHWSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL AND

HEALTH SERVICESWSEC WASHINGTON STATE ENERGY CODEWSVIAQC WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODEWWPA WESTERN WOOD PRODUCTS ASSOCIATION

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NAME

ELEVATION

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W#

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

EXTERIOR SECTION TAG

WALL / STAIR SECTION TAG

ENLARGED DETAIL REFERENCE DATUM TAG

WALL / PARTITION TYPE TAG

WINDOW TAG

DOOR TAG

REVISION TAG AND CLOUD

NORTH ARROW

1 GRID LINE

A

ELEVATION SPOT ELEVATION

SLOPE ARROW

CEILING TYPE

HEIGHTCEILING TAG

KEYNOTE TAG##

MATCH LINE

SHEET#

DET #

SHEET#

DET #

###RISE / RUN

1

AX.XXDETAIL SECTION TAG

FINISH TAG

FURNITURE/EQUIPMENT TAG###

ROOM NAME

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WALLBASE

FLOOR

ROOM TAG W/ TYPICALFINISHES (FLOOR PLAN)

ROOM NAME

###

CEILING

ROOM TAG W/ TYPICALCEILING FINISH (REFLECTEDCEILING PLAN)

S# STOREFRONT TAG

###

FINISH 1 FINISH 2 FLOOR FINISH TRANSITION(FLOOR PLAN)

TRANSITION LINE

NON-TYPICAL WALL FINISHLOCATION (FLOOR PLAN)

1.NOTIFY ARCHITECT IMMEDIATELY (PRIOR TO ANY WORK) OF ANY CONFLICTS BETWEEN DRAWINGS.2.CONTRACTOR TO VERIFY ALL AS-BUILT CONDITIONS PRIOR TO COMMENCEMENT OF WORK.3.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE

WASHINGTON STATE BUILDING CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHERAPPLICABLE CODES, RULES, AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY.

4.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACTDOCUMENTS, OWNER-PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURERRECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY.

5.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOMEFAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, AND SITECONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECESSARY.

6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES.EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FORCONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITYLOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID LOCATIONS NOT SHOWN. CARESHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES.

7.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES,AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, EXCEPTFOR THE GENERAL BUILDING PERMIT.

8.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BEBINDING AS IF REQUIRED BY ALL.

9.REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALLBE PROVIDED AS IF DRAWN IN FULL.

10. ALL DIMENSIONS ARE TO FINISH FACE OF EXISTING WALLS, UNLESS NOTED OTHERWISE. CONTACTARCHITECT FOR CLARIFICATIONS.

11. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON DRAWINGSAND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.

12. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THEARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.

13. REPETITION: TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT INDICATED. EVERYWHERETHEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS.CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL.

14. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS AND EQUIPMENT AND SHALLVERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS.

PARCEL B-1

TRACT 2 0F L. T. S. 3 (1-81) RECORDED UNDER AUDITOR'S FILE NUMBER 8112165011MORE PARTICULARLY DESCRIBED AS FOLLOWSTHAT PORTION OF GOVERNMENT LOT 1, SECTION 29, TOWNSHIP 30 NORTH, RANGE 5EAST, W. M., DESCRIBED AS FOLLOWSBEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1THENCE NORTH 89 ° 07'15"WEST AI_ONG THE NORTH uNE OF SAID GOVERNMENT LOT 1, ADISTANCE OF 430. 01 FEET TO THE NORTHWEST CORNER OF THE EAST 430. 00 FEET OF SAIDGOVERNMENT LOT 1, WHICH POINT IS THE TRUE POINT OF BEGINNINGTHENCE CONTINUING NORTH 89 ° 07'15"WEST ALONG THE NORTH UNE OF SAIDGOVERNMENT LOT 1, A DISTANCE OF 313. 56 FEETTHENCE SOUTH 30 ° 33'. 50"WEST A DISTANCE OF 70. 00 FEETTHENCE SOUTH 33 ° 11'25"WEST A DISTANCE OF 424. 05 FEETTHENCE SOUTH 35 ° 13'. 08"WEST A DISTANCE OF 189. 93 FEETTHENCE SOUTH 89 ° 07'15"EAST A DISTANCE OF 679. 12 FEET TO A POINT ON THE WESTUNE OF THE EAST 430. 00 FEET OF SAID GOVERNMENT LOT 1THENCE NORTH 1 ° 10'05"EAST ALONG THE WEST UNE OF THE EAST 430. 00 FEET OFSAID GOVERNMENT LOT 1, A DISTANCE OF 576. 03 FEET TO THE TRUE POINT OFBEGINNING.

PARCEL B-2

A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND UTIUTIESPURPOSES OVER, UNDER, ACROSS AND THROUGH THE FOLLOWWG DESCRIBED TRACTS

1. THE SOUTH 60. 00 FEET OF THE NORTH 700. 00 FEET OF THE WEST 400. 00 FEET OFTHE EAST 430. 00 FEET OF GOVERNMENT LOT 1 0F SECTION 29, TOWNSHIP 30 NORTH,RANGE 5 EAST, W. M.

2. THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST QUARTER OF THESOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 30 NORTH, RANGE 5 EAST, W. M.,DESCRIBED AS FOLLOWSBEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1THENCE SOUTH 1 ° 10'05"WEST ALONG THE EAST UNE OF SAID GOVE RNMENT LOT 1, ADISTANCE OF 73. 38 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF THAT10 FEET COUNTY ROAD CONVEYED TO SNOHOMISH COUNTY BY DEEDS RECORDED UNDERAUDITOR'S FILE NUMBERS 2346055 AND 2355991, WHICH POINT IS THE TRUE POINT OFBEGINNINGTHENCE NORTH 41 ° 47'10-WEST ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE, ADISTANCE OF 44. 03 FEET TO A POINT WHICH IS 30. 00 FEET WEST OF THE EAST LINEOF SAID GOVERNMENT LOT 1, AS MEASURED AT RIGHT ANGLES THERETOTHENCE SOUTH 1 ° 10'05-WEST PLEL WITH, AND 30. 00 FEET DISTANT FROM THEEAST LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 659. 00 FEET TO A POINT ONTHE SOUTH LINE OF THE NORTH 700. 00 FEET OF SAID GOVERNMENT LOT 1THENCE SOUTH 89 ° OTiS"EAST A DISTANCE OF 60. 00 FEET TO A POINT THAT IS 30. 00FEET EAST OF THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTH EAST QUARTEROF SAID SECTION;THENCE NORTH 1 ° 10'05"EAST, PARALLEL WITH, AND 30. 00 FEET DISTANT FROM THEWEST UNE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECHON, A

DISTANCE OF 495. 16 FEETTHENCE AI_ONG A CURVE TO THE RIGHT HAVING A RADIUS OF 32. 00 FEET, AN ARCDISTANCE OF 26. 28 FEETTHENCE NORTH 48 ° 12'50"EAST A DISTANCE OF 12. 10 FEETTHENCE AI_ONG A CURVE TO THE RIGHT HAVING A RADIUS OF 32. 00 FEET, AN ARCDISTANCE OF 50. 27 FEET TO THE POINT OF TANGENCY WITH THE SOUTHWESTERLY RIGHTOF WAY UNE OF SAID COUNTY ROAD, WHICH RIGHT OF WAY UNE BEARS SOUTH41 °4710 · EASTTHENCE NORTH 41 ° 47'10"WEST, AI_ONG SAID RIGHT OF WAY uNE, A DISTANCE OF138. 36 FEET TO THE TRUE POINT OF BEGINNING.

3. THAT PORTION OF GOVERNMENT LOT 1 0F SECTION 29, TOWNSHIP 30 NORTH, RANGE5 EAST, W. M., DESCRIBED AS FOLLOWSBEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1THENCE NORTH 89 ° OTiS"WEST ALONG THE NORTH UNE OF SAID GOVERNMENT LOT 1, ADISTANCE OF 430. 01 FEET TO THE NORTHWEST CORNER OF THE EAST 430. 00 FEET OF SAIDGOVERNMENT LOT 1THENCE SOUTH 1 ° 10'OS"WEST ALONG THE WEST UNE OF THE EAST 430. 00 FEET OFSAID GOVERNMENT LOT 1, A DISTANCE OF 576. 03 FEET TO A POINT REFERRED TOHEREINAFTER AS POINT"A"THENCE CONTINUING SOUTH 1 ° 10'05"WEST, ALONG THE WEST UNE OF THE EAST 430. 00FEET OF SAID GOVERNMENT LOT 1, A DISTANCE OF 63. 97 FEET TO THE TRUE POINT OFBEGINNINGTHENCE CONTINUING SOUTH 1 ° 10'05"WEST ALONG THE WEST UNE OF THE EAST 430. 00 FEETOF SAID GOVERNMENT LOT 1, A DISTANCE OF 60. 00 FEET TO A POINT ON A CURVE AT WHICHPOINT THE TANGENT TO SAID CURVE BEARS NORTH 89 ° 05'19"WESTTHENCE IN A WESTERLY AND NORTHWESTERLY DIRECTION ALONG SAID CURVE TO THERIGHT, HAVING A RADIUS OF 270. 00 FEET, AN ARC DISTANCE OF 269. 68 FEET TO APOINT THAT BEARS NORTH 89 ° OTiS"WEST A DISTANCE OF 227. 58 FEET FROM SAIDPOINT"A"THENCE SOUTH 89 °oT15n EAST A DISTANCE OF 76. 19 FEET TO A POINT ON A SECONDCURVE AT WHICH POINT THE TMIGENT TO SAID SECOND CURVE BEARS SOUTH 43 ° 10'37 ·EASTTHENCE IN A SOUTHEASTERLY DIRECTION, ALONG SAID SECOND CURVE, TO THE LEFT,HAVING A RADIUS OF 210. 00 FEET, AN ARC DISTANCE OF 168. 39 FEETTHENCE SOUTH 89 ° 07'15"EAST A DISTANCE OF 0. 15 FEET TO THE TRUE POINT OFBEGINNING.

SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.

275 FIFTH STREET, SUITE 100BREMERTON, WA 98337360-377-8773RFMARCH.COM

PROJECT #

ISSUE DATE

SHEET #

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2016102

BID DOCUMENTS

MARCH 6, 2017

A00.01

COVER SHEET &GENERAL PROJECTINFORMATION

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QUIL CEDA VILLAGE

TRIBAL JUSTICE CENTER

DRAWING INDEX - TRIBAL JUSTICE CENTERSHEET # SHEET NAME

ARCHITECTURAL

A00.01 COVER SHEET & GENERAL PROJECT INFORMATION

A01.01 CODE INFORMATION / FIRE & LIFE SAFETY PLAN

A02.01 ASSEMBLY SCHEDULES

A10.01 ARCHITECTURAL SITE PLAN

A10.11 SITE RAMP PLAN & DETAILS

A21.01 DEMO PLAN - TRIBAL JUSTICE CENTER

A21.11 FLOOR PLAN - TRIBAL JUSTICE CENTER

A22.11 REFLECTED CEILING PLAN - TRIBAL JUSTICE CENTER

A23.01 ENLARGED PLANS

A60.01 DOOR TYPES & DETAILS / OPENING TYPES & DETAILS

PROJECT TEAM

1" = 400'-0"

VICINITY MAP

PROJECT DESCRIPTION

ABBREVIATION LIST SYMBOL LEGEND

PROJECT NOTES

REVISION SCHEDULE

1 Revision 1 03/30/2017

LEGAL DESCRIPTION

FDFD

1 HOUR FIRE

EXIT SIGN

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER, WALL MOUNTED

ROOM TAGROOM AREAOCCUPANT LOAD FACTOR[OCCUPANT LOAD]

PATH OF EGRESS TRAVEL

EXIT ACCESS OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD123

123

ROOM NAME

100 GSF/OCC.[3]

500 SF

FEC

FE

1

1

2

2

3

3

4

4

A

BB

CC

DD

5

5

6

6

7

7

EE

FF

GG

HH

8

8

44

25

134

44

8

POLICE

10'-2" 10'-2"

24

55

27

MAX ALLOWABLE TRAVEL DISTANCE 300'-0"PROVIDED 186'-0"

344 SF SF

STORAGE

100 SF GROSS/OCC.(4)

297 SF SF

OFFICE


217 SF SF

OFFICE


217 SF SF

OFFICE


244 SF SF

OFFICE


203 SF SF

OFFICE


209 SF SF

OFFICE


218 SF SF

OFFICE


218 SF SF

OFFICE

100 SF GROSS/OCC.(3) 286 SF SF

EVIDENCEPROCESSING


466 SF SF

DISPATCH


688 SF SF

OFFICE


470 SF SF

SECURESTORAGE


9294 SF SF

OPEN OFFICE


315 SF SF

OFFICE


197 SF SF

SERVER


194 SF SF

SERVER


191 SF SF

OFFICE


191 SF SF

OFFICE


196 SF SF

OFFICE

100 SF GROSS/OCC.(2) 270 SF SF

OFFICE


186 SF SF

OFFICE


195 SF SF

OFFICE


108 SF SF

OFFICE


97 SF SF

IN CUSTODY


97 SF SF

IN CUSTODY


96 SF SF

COUNSEL


205 SF SF

COUNSEL


1859 SF SF

WELLNESSCOURT

40 SF NET/OCC.(47)

196 SF SF

OFFICE


285 SF SF

MAINTENANCE


484 SF SF

FACILITIES


287 SF SF

COURTDIRECTOR


200 SF SF

COURTADMINISTRATOR


188 SF SF

COURTFINANCIAL

COORDINATOR


1835 SF SF

COURT CLERKS


623 SF SF

COURTROOM #2

40 SF NET/OCC.(16)

1188 SF SF

COURTROOM #1

40 SF NET/OCC.(30)

713 SF SF

RECEPTION


1320 SF SF

JURY POOLING

15 SF NET/OCC.(88)

362 SF SF

VENDING

15 SF NET/OCC.(25)

293 SF SF

OFFICE


194 SF SF

OFFICE


191 SF SF

OFFICE


186 SF SF

OFFICE


189 SF SF

OFFICE


266 SF SF

JANITOR /ELECTRICAL

ROOM


226 SF SF

OFFICE


271 SF SF

RECEPTION


270 SF SF

OFFICE


148 SF SF

OFFICE


189 SF SF

OFFICE


189 SF SF

OFFICE


190 SF SF

OFFICE


189 SF SF

OFFICE


190 SF SF

OFFICE


188 SF SF

OFFICE


189 SF SF

OFFICE


10453 SF SF

JUSTICE CENTEROPEN OFFICE


343 SF SF

MEN'S


338 SF SF

WOMEN'S


254 SF SF

HOLDING


47 SF SF

CELL


47 SF SF

CELL


47 SF SF

CELL


303 SF SF

DUI PROCESSING


147 SF SF

INTERVIEW


363 SF SF

JANITOR


814 SF SF

BREAK

15 SF NET/OCC.(55)

219 SF SF

MEN'S


232 SF SF

WOMEN'S


44

44

108

FE

FE

FE

C

FE

C

FEC

FEC

FE

C

FE

C

FE

C

FE

FEC

FE

FE

FE

FE

FE

FE

C

FEC

FECFE

FEC

FE

FEC

FEC

FE

FE

C

FE

FE

FE

FE

FE

C

22

28

25

1313

181

ASSUMED PROPERTY LINEBETWEEN BUILDINGS

ONE HOURSEPARATIONBETWEEN I-3 AND BOCCUPANCIES

EXISTING ONE HOUR WALL.MAX ALLOWABLEUNPROTECTED:OPENINGS = 45%ACTUAL = 2%

668 SF SF

PROBATION


114

96 SF SF

COUNSEL


53

13

97

203 SF SF

OFFICE


204 SF SF

OFFICE


21

10

COURTS

22

44

204 SF SF

OFFICE


44

71

GOVERNING CODES

2015 INTERNATIONAL BUILDING CODE AS ADOPTED BYTHE TULALIP TRIBES

2009 ICC ANSI A117.1 ACCESSIBILITY STANDARDS2015 INTERNATIONAL EXISTING BUILDING CODE

FIRE SPRINKLERS

NFPA 13 EXISTING SPRINKLER SYSTEM THROUGHOUT.MODIFY TO COMPLY AS REQUIRED.

CONSTRUCTION TYPE

TYPE III-B

OCCUPANCY GROUPS

B PRIMARYA-3 (ACCESSORY OCCUPANCY PER IBC SECTION 508.2)I-3 (INCIDENTAL USE PER IBC TABLE 509)1 HR SEPARATION REQUIRED

ALLOWABLE AREA

ALLOWABLE AREA PER IBC 2015 TABLE 506.2: 76,000 SFACTUAL ALLOWABLE BLDG AREA PERIBC 2015 SECTION 506.2.1: 95,524.7 SF

ALLOWABLE AREA = TABULAR ALLOWABLE AREA FACTOR + (TABULAR ALLOWABLE AREA FACTOR

IN ACCORDANCE WITH TABLE 506.2 FOR NONSPRINKLERED BUILDING x AREA FACTOR

INCREASE DUE TO FRONTAGE)ALLOWABLE AREA = 76,000 + (19,000 + 524.7)ALLOWABLE AREA = 95,524.7 SF

TOTAL EXISTING BUILDING AREA 70,602 SF

PLUMBING FIXTURES

COURTS OCCUPANT LOAD = 428 (214 MALE / 214 FEMALE)

WATER CLOSETS:

MALE: 214 @ 1/25 FOR 1ST 50 = 2 214 @ 1/50 FOR REMAINDER = 4

TOTAL REQUIRED = 6TOTAL EXISTING & PROVIDED = 4(3 WATER CLOSETS, 1 URINAL)

FEMALE: 214 @ 1/125 FOR 1ST 50 = 2214 @ 1/50 FOR REMAINDER = 4

TOTAL REQUIRED = 6TOTAL EXISTING & PROVIDED = 6

LAVATORIES:



FEMALE: 214 @ 1/40 FOR 1ST 80 = 2 214 @ 1/80 FOR REMAINDER = 2


POLICE OCCUPANT LOAD = 230 (115 MALE / 115 FEMALE)

WATER CLOSETS:


TOTAL REQUIRED = 4TOTAL EXISTING & PROVIDED = 6(3 WATER CLOSETS, 3 URINALS)



LAVATORIES:

MALE: 115 @ 1/40 FOR 1ST 80 = 2115 @ 1/80 FOR REMAINDER = 1

TOTAL REQUIRED = 3TOTAL PROVIDED = 4


TOTAL REQUIRED = 3TOTAL PROVIDED = 4

NOTE:SELECT MALE JUSTICE CENTER STAFFWILL HAVE ACCESS TO RESTROOMS WITHINTHE POLICE TENANT IMPROVEMENT

NO CHANGE OF USE. NO CHANGE TO EXISTING BUILDING ENVELOPE ORMECHANICAL SYSTEMS

NO WORK IN THESE AREAS

EXISTING WALLS

EXISTING WALLS & DOORS

DEMOLISHED WALLS & DOORS


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A01.01

CODE INFORMATION /FIRE & LIFE SAFETYPLAN

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F&LS PLAN LEGEND

1" = 20'-0"1

FIRE & LIFE SAFETY PLAN - TRIBAL JUSTICE CENTER

BUILDING NOTES

ENERGY CODE NOTES

FLOOR PLAN LEGEND

REVISION SCHEDULE

1 Revision 1 03/30/2017

5 POLICE & COURTSADJUSTMENTS

04/20/2017

5

FF

LINE OF STRUCTURE ABOVE

TYPICAL PARTITION

Ff


RATING SOURCE STC SAB

M04_ - GA WP 1072 49 YES


M03_ 2 HR GW WP 1522 59 YES


M05_ - GA WP 1072 49 YES

EXISTING SLABON GRADE

FLOORING

1/2" PLYWOOD SHEATHING

IN-CUSTODYOFFICE &CIRCULATION

5/8" IMPACT RESISTANT GWB

5/8" IMPACTRESISTANT GWB

@ 8'-0" CLG HT

6" SOUNDATTENUATION BATT;EXTEND 12" BEYONDNEXT WALL 1/2" PLYWOOD

SHEATHING

ASSEMBLYEXSTING WALL

ACT @ 9'-0" CLG HT;REMOVE AND REUSEWHERE NEEDED


M06_ - - - -

PARTIAL HEIGHT PARTITION


M02_ - GA WP 1072 49 NO


C01_ 3 HR IBC 721.1(2) - NO

Ff


12" OC

CL CL

4" SOUND ATTENUATION BATT

4" STEEL STUD @ 12" OC(DIETRICH PRO-STUD 25 OR EQUAL);

0.0158 THICK


FLOORING

(2) LAYERS 5/8" GWBTYPE "X" EACH SIDE

4" RES. COVE BASE,MATCH EXISTING

(2) LAYERS5/8" IMPACT RESISTANT GWBEACH SIDE

ACOUSTIC SEALANT,EACH SIDE

TULALIP GAMINGORGANIZATION

TULALIP JUSTICECENTER

CEILING PER RCP

16" OC

CL CL


0.0158 THICK


FLOORING

5/8" GWB TYPE "X", EACH SIDE

4" RES. COVE BASE,EACH SIDE;MATCH EXISTING

1X2 BLOCKING,EACH SIDE

3" X 3" TUBE STEEL W/2 1/2" X 11" BASE PLATE (1/4") W/

FILLET WELDED RETURN.(4) 1/4" ANCHOR BOLTS,

EACH SIDE @ 4'-0" OC

SELF EDGE PLAM

3/4" PLYWOOD

16" OC

CL CL

SOUND ATTENUATION BATT

4" STEEL STUD(DIETRICH PRO-STUD 25 OR EQUAL);

0.0158 THICK


EXISTING FLOORING

5/8" GWB TYPE "X", EACH SIDE4" RES. COVE BASE,EACH SIDE;MATCH EXISTING

CEILING PER RCP

12" OC

CL CL


FLOORING

1/2" PLYWOOD SHEATHING

IN-CUSTODYIN-CUSTODY

5/8" IMPACT RESISTANT GWB,EACH SIDE


0.0158 THICK4" SOUND ATTENUATION BATT

6" 14 GAUGE METALSTUD @ 12" OC

1/2" PLYWOODSHEATHING

6" SOUNDATTENUATION BATT;EXTEND 12" BEYOND

NEXT WALL

14 GA METAL CLIP BYSTUD MANUFACTURER

12" OC

CL CL


FLOORING

1/2" PLYWOOD SHEATHING,EACH SIDE

IN-CUSTODYCOUNSEL



0.0158 THICK

4" SOUND ATTENUATION BATTWHERE INDICATED ON PLAN

6" 14 GAUGEMETAL STUD @12" OC

5/8" IMPACTRESISTANT GWB

@ 8'-0" CLG HT

6" SOUNDATTENUATION BATT;EXTEND 12" BEYOND

NEXT WALL


ACT @ 9'-0" CLG HT;REMOVE AND REUSEWHERE NEEDED

5/8" GWB TYPE "X"

1/2" PLYWOODSHEATHING

ACOUSTICALSEALANT

4" RES. COVE BASE,MATCH EXISTING

#4 REBAR,EPOXY GROUT INTO

FLOOR

4" SMOOTH FACE CMU,EPOXY PAINT


FLOORING (WHERE OCCURS)

#4 HORIZ REBAR @ 16" OC

#4 VERTICAL REBAR @ 16" OC

16" OC

CL CL

EXISTING WALL

1" CLEARFROM EXISTING WALL


TYPICAL CEILINGASSEMBLY AT

HOLDING CELLS

4" SMOOTH FACECMU, EPOXY PAINT

ABUSE RESISTANTSEALANT, EACH SIDE

CELLCELL

1A02.01

WALL

CLG 1 HR GA 7100 - NO

(1 HR REQD WHERE INDICATED ONFIRE & LIFE SAFETY PLAN)

CE01

R-13 SOUND ATTENUATIONBATTS THROUGHOUTHOLDING CELL AREA

1A02.01


FLOORING

I-3 OCCUPANCYB OCCUPANCY

(3) LAYERS 5/8" GWBTYPE "X"

4" RES. COVE BASEEACH SIDE,

MATCH EXISTING

(2) LAYERS OF5/8" FIREBLOCTYPE "X" GWB

PROVIDEFIRE SEALANT

AT SEAMS

1/2" MOISTURERESISTANT DRYWALL

6" 14 GA PERIMETERCHANNELS

CLG 1 HR GA 7100 - NOCE01

WALL


FLOORING

I-3 OCCUPANCYB OCCUPANCY

5/8" GWB TYPE "X",EACH SIDE

W/ INSULATIONEXISTING 2X4 MTL STUD

4" RES. COVE BASEEACH SIDE,

MATCH EXISTING

(2) LAYERS OF5/8" FIREBLOCTYPE "X" GWB

PROVIDEFIRE SEALANT

AT SEAMS


6" 14 GA PERIMETERCHANNELS


M07_ 1 HR GA WP 1072 49 YES

CLG 1 HR GA 7100 - NOCE01

WALL


M08_ 1 HR IBC 722.2.1.4(2) - YES

ASSEMBLYEXISTING WALL

(1 HR REQD)

EXISTING PLYWOODROOF DECK

EXISTING PLYWOODROOF DECK

CLG - - -CE02

WALL

- CLG - - -CE02 -

WALL

CLG - - -CE02 -

WALL

BARRIER TYPE• EW = EXTERIOR WALL• FW = FIRE WALL• FB = FIRE BARRIER• FP = FIRE PARTITION• SB = SMOKE BARRIER• SP = SMOKE PARTITION(SEE IBC CHAPTER 7)


W00_ FB 2 HR GA @@#### 00-99 YES/NO

FIRE/SMOKE RATING

RATED SYSTEM SOURCE• GA = GYPSUM ASSOCIATION• UL = UNDERWRITERS LABORATORIES

SOUND RATING

SOUND ATTENUATIONBATT INSULATION

W00A

INTERIOR PARTITION FRAMING MATERIAL• W = WOOD STUDS• M = METAL STUDS• C = CONCRETE/MASONRY

2-DIGIT WALL ASSEMBLY NUMBERILLUSTRATED IN SECTION

WOOD STUD SIZE• A = 2X4• B = 2X6• C = 2X8• D = 2X10• E = 2X12

SAMPLEWALL TAGAS INDICATED INFLOOR PLAN

SAMPLEWALL ASSEMBLYINFORMATION

EXISTING ROOF DECK

20 GA ANGLE CLIP

6" X 20 GA STUDS @4'-0" OC; ALTERNATE DIRECTION,PLACE AT 45* ANGLE

INTERIOR MTL. STUDWALL PER PLANS

20 GA TRACK W/1 1/4" MIN. LEGS

20 GA ANGLE CLIP

45°

EXISTING CEILING

CEILING ASSEMBLIESRATING SOURCE RATING SOURCE

FIRE SOUND

1 HOUR

IBC TABLE721.1(3)

ITEM NO.22-1.1

?

?

1/2" PLYWOOD


CE02

CE03

?

?

8" MTL. JOISTS AT 24" O.C.

3/4" 9 GA. GALV. EXPANDED METAL

4

6" 14 GA PERIMETER CHANNELS

1/2" MOISTURE RESISTANT DRYWALL

5/8" TYPE "X" GWB

5/8" TYPE "X" GWB

CE01

1.CONTRACTOR TO USE 5/8" FIREBLOC TYPE X GYPSUM BOARD BY AMERICAN GYPSUM COMPANY LLC275 FIFTH STREET, SUITE 100BREMERTON, WA 98337360-377-8773RFMARCH.COM

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A02.01

ASSEMBLYSCHEDULES

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INTERIOR WALL ASSEMBLIES

WALL ASSEMBLY LEGEND 1 1/2" = 1'-0"

1TYP WALL BRACING AT TOP PLATE

HORIZONTAL ASSEMBLIES

SHEET NOTES - ASSEMBLY SCHEDULES

REVISION SCHEDULE

2 REVISION COMMENTS 04/05/2017

4 ADDENDUM 1 04/18/17

62ND PL NE


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MARCH 6, 2017

A10.01

ARCHITECTURAL SITEPLAN

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2

A10.11

1" = 40'-0"1

SITE PLAN

NEW ACCESSIBLEENTRY FRAMPS

REVISION SCHEDULE


13

A10.11

A10.11 9

7A10.11

6"5'

-6"

16'-6

"1'

-0"

23'-6

"

6" 8'-6" 6"

9'-6"

RA

MP

UP

1:12

SLO

PE

MA

X

RA

MP

UP

1:12

SLO

PE

MA

X

UP

EXISTINGHANDRAIL

EXISTINGSTAIR

NEW STAIRHANDRAIL

6'-0

"11

'-0"

6"5'

-6"

EXISTING STAIRSTEM WALL

10A10.11

11A10.11

12A10.11

8A10.11

SAW CUT AND REMOVEEXISTING CONCRETE CURBTO ACCOMODATE NEW RAMP

EXISTING RAIL TO BEREMOVED COMPLETELY

EXISTING STAIR ANDRAIL TO REMAIN

EXISTING RAILNEW HANDRAIL AT STAIRNEW CONCRETE RAMP

NEW HANDRAIL

LEVEL 58' - 0"

8"

4"6"4"

#4 CONTINUOUSREBAR

SET FOOTING 12" BELOWSIDEWALK PAVING

#4 VERTICAL REBAR@ 24" OC

#4 HORIZ REBAR@ 16" OC

2" SAND

3/4" CHAMFER

4"6"

TOP OF EXISTINGBUILDING FOOTING

FACE OF EXISTINGCONCRETE BUILDING

#4 HORIZ REBAR@ 16" OC

#4 VERTICAL REBAR@ 24" OC; GROUT INTO

EXISTING FOOTING

1 1/2" DIAMETER PIPE RAIL;GROUT IN 2" DIAMETER

CORE DRILLED HOLE

3/4" CHAMFER

4" CONCRETE SLAB WITH6" THICKENED EDGE AND

6" WWF REINFORCING EXISTING CONCRETERETAINING WALL

EXISTING 4"CONCRETE SLAB

8" X 8" #4 ANGLE DOWELAND EPOXY GROUT

INTO EXISTING SLABAND FOUNDATION

(5) EQ SPACED BALUSTERS 1'-0"

1'-0" BEYOND EDGE OF RAMPEXTEND HAND RAIL

3'-0

"

3'-0

"

1'-0" (5) EQ SPACED BALUSTERS 1'-0" EXISTING HANDRAIL

EXISTING SLAB

EXISTING STAIRSTEM WALL

NEW 1 1/2" DIAMETERPIPE RAIL

3'-0

"

CORE DRILL 2" DIAMETER HOLEIN EXISTING CONCRETE AND

GROUT PIPE RAIL IN

8'-0

"5'

-0"

8'-0

"

MIN

1'-0

"

MIN

1'-0

"

MIN

2'-0"

2% SLOPE

2% SLOPE

NOTE: FLOW LINE GRADEBETWEEN -2% AND +2%.

ZERO CURB

ZERO CURB

EXISTING CURBAND SIDEWALK

EXISTING CURBAND SIDEWALK

RAMPS SHALL BECONSTRUCTED WITHA ROUGH BROOM FINISHTRANSVERSE TO THESLOPE OF THE RAMP

DETECTABLE WARNINGCONSISTING OFRAISED TRUNCATED DOMESMUST BE CONTRASTING VISUALLYWITH ADJOINING SURFACES ANDSHALL BE PLACED ON THEBOTTOM PORTION OF RAMPEXTENDING THE FULL WIDTH OFTHE RAMP AND TO THEMINIMUM DEPTH OF 24 INCHES.

RAMPS SHALL BECONSTRUCTED WITHA ROUGH BROOM FINISHTRANSVERSE TO THESLOPE OF THE RAMP


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A10.11

SITE RAMP PLAN &DETAILS

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1/4" = 1'-0"2

ENLARGED SITE STAIR & RAMP PLAN

1/4" = 1'-0"1

EXISTING SITE STAIR DEMO PLAN 1/4" = 1'-0"

9SITE STAIR & RAMP ELEVATION

1/2" = 1'-0"12

RAMP DETAIL

1/2" = 1'-0"8

RAMP TO LANDING CONNECTION DETAIL

1/4" = 1'-0"10

RAMP SECTION 1

1/4" = 1'-0"11

RAMP SECTION 2

1/4" = 1'-0"7

NEW STAIR HANDRAIL

1/4" = 1'-0"13

SIDEWALK RAMP

REVISION SCHEDULE


WH

FDFD

1

1

2

2

3

3

4

4

A

BB

CC

DD

5

5

6

6

7

7

EE

FF

GG

H

8

A.1

2

8

4

10

4

4

9

9

9

1

4

1' -

0"

10

11

11

1111

3

3

3

3

FE

FE

FE

C

FE

C

FE

FEC

FE

C

FEC

FE

C

FE

C

FE

C

FE

FEC

FE

FE

FEC

FE

16

21

2A21.01

4

4

FE

3

5

5

4

25

4

26

4

11' - 11"

18' - 4"

1

1

5

27

4'-1 1/2" 4'-0"

28


EXISTING WALLS


DEMOLISHED WALLS & DOORSAREA OF WORK

B

C

7

9

1 1

6

7

13

14

1517

19

18

3

20

22

12

23

23

1

22

7

FE

FE

4

18

24

24

24

11' - 1"

13'-11"

24


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A21.01

DEMO PLAN - TRIBALJUSTICE CENTER

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1/16" = 1'-0"1

DEMO PLAN - TRIBAL JUSTICE CENTER

KEY NOTES - DEMO PLAN# NOTE DESCRIPTION

1 DEMOLISH WALL COMPLETELY; PATCH AND REPAIR. CONFIRM DIMENSIONS WITH FLOORPLAN WHERE DIMENSIONS ARE NOT INDICATED

2 DEMOLISH MODULAR WALL COMPLETELY

3 REMOVE FIRE EXTINGUISHER/FIRE EXTINGUISHER CABINET; PROTECT AND STORE FORREUSE

4 PROVIDE OPENING FOR NEW DOOR OR DOOR WITH RELITE INSTALLATION. REFER TO DOORSCHEDULE FOR OPENING HEIGHT

5 REMOVE DOOR AND FRAME COMPLETELY; PROTECT AND STORE FOR REUSE

6 REMOVE COILING PASS-THROUGH DOOR AND FRAME

7 REMOVE METAL COUNTER COMPLETELY

8 REMOVE PROJECTION SCREEN; PROTECT AND STORE FOR REUSE

9 REMOVE AND REPLACE IN-WALL HEATER

10 PROTECT WALL PANELS DURING DEMOLITION

11 PROTECT CASEWORK DURING DEMOLITION

12 REMOVE EXISTING WATER CLOSET, PARTITION, AND ACCESSORIES. PROVIDE FLUSH COVERPLATE AT WATER CLOSET FLOOR DRAIN

13 EXISTING 1 HR (MIN) RATED EXTERIOR WALL

14 EXISTING FLOOR SINK TO REMAIN; PROTECT DURING DEMOLITION

15 REMOVE EXISTING LIGHT FIXTURES; PROTECT AND STORE FOR REUSE

16 REMOVE EXISTING PLAM COUNTER TOPS

17 SAW CUT CONCRETE SLAB FOR INSTALLATION OF NEW FLOOR DRAIN

18 REMOVE EXISTING FLOORING. CREATE SMOOTH CONCRETE FINISH FOR NEW FLOOR

19 SAW CUT CONCRETE SLAB FOR INSTALLATION OF NEW COMBINATION UNITS

20 DEMO SINK AND COUNTER COMPLETELY. CAP PLUMBING OFF AT WALL. PROVIDE FLUSHCOVER PLATE OVER URINAL DRAIN AND FLOOR DRAIN

21 DEMOLISH COUNTER, FRAMED WALL, AND SWING GATE COMPLETELY

22 PROTECT EXISTING COLUMN DURING DEMOLITION

23 REMOVE PLAM WAINSCOAT COMPLETELY; PATCH AND REPAIR

24 REMOVE EXISTING GWB FROM WALL ASSEMBLY AND PREP TO ACCEPT NEW 5/8" TYPE "X"GWB

25 REMOVE EXISTING GWB IN PREPERATION FOR BALISTIC PANEL INSTALLATION.

26 DEMOLISH EXISTING CEILING SYSTEM ENTIRELY AS INDICATED BY SHADED AREA.

27 PROVIDE OPENING FOR NEW WINDOW. REFER TO SCHEDULE FOR OPENING HEIGHT

28 REMOVE WINDOW COMPLETELY; PROTECT AND STORE FOR REUSE

FLOOR PLAN LEGEND KEY PLAN

1/8" = 1'-0"2

ENLARGED DEMO PLAN

REVISION SCHEDULE


4 ADDENDUM 1 04/18/17


04/20/2017

4

5

FD

FDFD

1

1

2

2

3

3

4

4

A

BB

CC

DD

5

5

6

6

7

7

EE

FF

GG

H

8

A.1

RECEPTION

100

COURTROOM#1

117

COURTROOM#2

118 COURTCLERKS

120COURT

FINANCIALCOORDINATOR

121

COURTDIRECTOR

123

COURTADMINISTRATOR

122

FACILITIES

126

JURYPOOLING

102

VENDING

103

WOMEN'S

104

MEN'S

105

JANITOR /ELECTRICAL

ROOM

106

OFFICE

109

OFFICE

110

OFFICE

111

OFFICE

112

OFFICE

113

OFFICE

116

OFFICE

115

OFFICE

148

OFFICE

147

OFFICE

144

OFFICE

143

OFFICE

146

OFFICE

145

OFFICE

142

OFFICE

167

JANITOR

203

STORAGE

205

BREAK

204

WELLNESSCOURT

129

OFFICE

176

OFFICE

177

OFFICE

178

OFFICE

179

OFFICE

180

OFFICE

181

STORAGE

190

SECURESTORAGE

191

DISPATCH

192

OFFICE

189

EVIDENCEPROCESSING

188

OFFICE

183

OFFICE

182

OFFICE

159 SERVER

161

SERVER

162

OFFICE

140

OFFICE

139

OFFICE

138

OFFICE

137

OFFICE

136

OFFICE

135

MEN'SLOCKER

199

WOMEN'SLOCKER

202

MEN'S

200

WOMEN'S

201

12A23.01

1A23.01

JUSTICECENTER OPEN

OFFICE

141

OFFICE

206

MAINTENANCE

127

OFFICE

128

HALL

125

STORAGE

124

OFFICE

114

HALL

119

HALL

101

VESTIBULESOUTH

207

FOYER SOUTH

208

FOYER NORTH

209

VESTIBULENORTH

210

OFFICE

134

IN CUSTODY

133

IN CUSTODY

132

COUNSEL

131COUNSEL

130

CELL

196

CELL

197

CELL

198

DUIPROCESSING

194

PROBATION

152

RECEPTION

107

HALL

101

ALIGNALIGN

C LC L

C L

EQ

EQ

19' - 10"

CLEAR

4' - 0"

3' -

0"

2

3

4

5

HALL

149

OPEN OFFICE

186

HALL

187

CIRCULATION

240

INTERVIEW

193

HOLDING

195

ALI

GN

TO

EX

IST

ING

SO

FF

IT A

BO

VE

1

120B

141

120C

132

101

189

129

240

162

1'-6

"

M01M01

M01

M01

M01

M05

M04M06

F1

171

191

A21.11

2

7

131

ALIGN

188

M01

8

OFFICE

166

ALIGN

ALI

GN

COUNSEL

241

W3M05

F1

W3

133

M06

F1

M06

F1

M06

F1

19'-0

"

187

F1

192

114BID ALT

# 1-1

6'-0"

IN CUSTODYVESTIBULE

242

242A

242B

M05

M05

M05

BID ALT# 1-2

F1

9

CL

8'-0"

4

OFFICE

244

6

186

ALI

GN

20'-5"6

10


EXISTING WALLS


DEMOLISHED WALLS & DOORSAREA OF WORK

34"

MA

XREPURPOSED CLERK WINDOW;OPENING TO MATCH EXISTING

1.PATCH AND REPAIR AND / OR REPAINT WALLS AS REQUIRED.


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BID DOCUMENTS

MARCH 6, 2017

A21.11

FLOOR PLAN - TRIBALJUSTICE CENTER

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1/16" = 1'-0"1

FLOOR PLAN - JUSTICE CENTER

KEY NOTES - FLOOR PLAN# NOTE DESCRIPTION

1 CLEAN AND PREP EXISTING COMPANY LOGO AREA TO ACCEPT NEW O.F.C.I. SIGNAGE

2 INSTALL REPURPOSED CLERK WINDOW. FIELD VERIFY AND COORDINATE WITH OWNER.

3 CENTER WALL BETWEEN EXISTING DOOR JAMBS

4 INSTALLTOTAL SECURITY SOLUTIONS "OPAQUE ARMOR BB-3" PANELS TO EXISTING WALLFRAMING. COVER WITH 1/2" TYPE X GWB AND PAINT TO MATCH ADJACENT WALLS.

5 REPLACE EXISTING PLAM WITH SELF EDGE PLAM COUNTERTOP

6 PROVIDE 5/8" TYPE "X" GWB ON ONE SIDE OF DEMISING WALL. WALL FRAMING BY OTHERS

7 PROVIDE GRAB BARS AND ACCESSORIES TO MATCH CURRENT ADA GUIDELINES

8 EXISTING DOOR TO REMAINED CLOSED AND LOCKED

9 INSTALL REPURPOSED POLICE WINDOW. FIELD VERIFY AND COORDINATE WITH OWNER.

10 INSTALL REPURPOSED DOOR AND WINDOW.

FLOOR PLAN LEGEND KEY PLAN

1/2" = 1'-0"2

TRANSACTION WINDOW ELEVATION

SHEET NOTES - FLOOR PLAN

REVISION SCHEDULE


4 ADDENDUM 1 04/18/17


04/20/2017

4

5

1 2 3 4

A

B

C

D

5 6 7

E

F

G

H

8

A.1

2A22.11

2

CE02

8' - 4"

CE02

8' - 4"

BID ALT# 2-1

CE02

8' - 4"

BID ALT# 1-2

CE03

9' - 0"4

5

1

CE01

7' - 10"

C L

4'-3

1/2

"4'

-4 1

/4"

1

7A23.01

CL

EQ EQ

CL

EQ EQ

4

44 4

3

CL

EQ EQ

CE01

7' - 10"

CE01

7' - 10"

CL

EQ EQ

C L6'

-0"

5

1.ARCHITECTURAL REFLECTED CEILING PLANS PROVIDED FOR COORDINATION PURPOSES ONLY.2.WHERE NEW WALLS NECCESSITATE THE NEED TO MOVE, ADJUST, OR RELOCATE EXISTING LIGHT

FIXTURES, MECHANICAL GRILLS AND DIFFUSERS, SPRINKLER HEADS, OR OTHER MECHANICAL,ELECTRICAL, AND/OR FIRE PROTECTION RELATED SYSTEMS, CONTRACTOR TO COORDINATE WITHOWNER.

3.REPAIR AND/OR REPLACE ACOUSTIC CEILING TILE AS REQUIRED.

2'-0" X 4'-0" ABUSE RESISTANT LIGHT FIXTURE

1'-0" X 4'-0" ABUSE RESISTANT LIGHT FIXTURE

EXHAUST, 2X2


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2016102

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A22.11

REFLECTED CEILINGPLAN - TRIBAL JUSTICECENTER

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1/16" = 1'-0"1

REFLECTED CEILING PLAN - TRIBAL JUSTICE CENTER 1/8" = 1'-0"

2 REFLECTED CEILING PLAN - HOLDING CELLS

SHEET NOTES - REFLECTED CEILING PLANS

REFLECTED CEILING PLAN LEGEND

KEY NOTES - REFLECTED CEILING PLAN# NOTE DESCRIPTION

1 2'-0" X 4'-0" ABUSE RESISTANT LIGHT FIXTURE (CD LIGHTING DSB-24 OR EQUAL)

2 PROVIDE HIGH VOLUME EXHAUST FAN FOR VENTILATION. COORDINATE WITH OWNER'SMECHANICAL CONTRACTOR FOR LOCATION

3 CONTRACTOR TO COORDINATE SUPPLY AND RETURN AIR WITH OWNER'S MECHANICALCONTRACTOR. VERIFY SMOKE / FIRE DAMPER REQUIREMENTS

4 PROVIDE RECESSED TAMPER RESISTANT SPRINKLER HEADS. COORDINATE WITH OWNER'SSPRINKLER CONTRACTOR

5 1'-0" X 4'-0" ABUSE RESISTANT LIGHT FIXTURE (CD LIGHTING DSB-14 OR EQUAL)

REVISION SCHEDULE


4 ADDENDUM 1 04/18/17


04/20/2017

BID ALT#A2-1

FD

COURTROOM#1

117

COURTROOM#2

118

HALL

119

CLEAR

8' - 0"

CLE

AR

8' -

0"

C L

3' -

0"

2' -

6"

1' -

0"

ALIGN

2

1 1

119

118

120A

M01M016

M02

M02

CLEAR

8'-0"

CLEAR

8'-0"

M02

14'-0

"

3

3

3

3

A23.01

13

6"ALIGN

ALI

GN

8' - 0"

C L6'

- 0

"

CELL

196

CELL

197

CELL

198

DUIPROCESSING

194211C

194B

INTERVIEW

193

20' - 4" 1"

EQ EQ EQ

8'-0

"1"

4

C01 C01

C01

C01

M03M03M03

5

C01

7A23.01

7

196

197

198

8

195

9 9

15" 15" 15"

2A23.01

10

194A

11

12

4

M07

M08

M07

3A23.01

CORRIDOR

4" SMOOTH FACE CMU,REFER TO PLAN FORWALL TYPE

METAL STUD

(2) LAYERS OF 5/8"FIREBLOC TYPE "X"GYPSUM BOARD.CEILING HEIGHTDRIVEN BY TUBESTEEL PLACEMENT.

EXIST CEILING

13 GA STAINLESS STEELDETENTION DOOR

SYSTEM

EXIST WALL

PROVIDE FIRESEALANT AT SEAMS

EXISTING WALL

(2) LAYERS OF 5/8"FIREBLOC TYPE "X"

GYPSUM BOARD

METAL ANGLECONNECTION TOEXISTING WALL

CELL

7' - 11 5/8"TOP OF CMU WALL

8' - 8"TOP OF CMU WALL

END OF CMUWALL BEYOND

4" X 6" TUBE STEEL HEADER;CONTINUOUS ACROSS ALL

(3) CELLS


EXIST DOOR

EXIST HOLLOWMETAL FRAME

EXIST WALL

TYPE "X" GWB

PROVIDE CONT.FIRE SEALANT

FINISH TOP OF WALLWITH A LAYER OF GWB

EXTEND 4” TUBE STEELTO BOTTOM OFEXISTING STRUCTURE

EXISTINGROOF DECK

8A23.01

EXIST STOREFRONTBEYOND

DOOR, FRAME, ANDHARDWARE PERSCHEDULE

+/- 6"

PROVIDE 4" X 11" BASE PLATE.SEE WALL ASSEMBLY M02 FOR

NOTES IN COMMON

EXISTING ROOF DECK

4" TUBE STEEL

20 GA ANGLE CLIP

EXISTING CEILING

4" SMOOTH FACE CMU,REFER TO PLAN FOR

WALL TYPE

PE

R A

SS

EM

BL

Y

CE

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IME

NS

ION

14 GA METAL CLIP

1.PATCH AND REPAIR AND / OR REPAINT WALLS AS REQUIRED.


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A23.01

ENLARGED PLANS

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1/8" = 1'-0"12

ENLARGED PLAN - COURTROOMS

1/8" = 1'-0"1

ENLARGED PLAN - HOLDING CELLS

KEY NOTES - ENLARGED FLOOR PLAN# NOTE DESCRIPTION

1 40" PARTIAL HEIGHT BAR WALL

2 REPURPOSED PROJECTION SCREEN

3 COURTROOM FURNITURE, OFOI

4 PROVIDE (2) LAYERS 5/8" GWB TYPE "X" ON I-3 SIDE OF DEMISING WALL TO ACHEIVE 1 HRFIRE WALL BETWEEN I-3 AND B OCCUPANCIES. ABUT GWB TO CMU WHERE OCCURS ANDPROVIDE PAINTABLE FIRE CAULKING AT JOINT.

5 NEW FLOOR DRAIN; CONTRACTOR TO COORDINATE LOCATION WITH OWNER. PROVIDE INLINEFLOOR DRAIN TRAP SEALER - RECTORSEAL SURESEAL OR EQUAL

6 8'-0" PARTITION

7 INFILL EXISTING OPENING; MATCH EXISTING FRAMING (ASSUME 2X4 @ 16" OC). REMOVEEXISTING DRYWALL FROM ENTIRE WALL AND REPLACE WITH 5/8" TYPE "X" GWB EACH SIDETO CREATE (1)HR RATED WALL

8 EXISTING DOOR TO REMAIN CLOSED AND LOCKED

9 WILLOUGHBY INDUSTRIES 1546-FA SERIES COMBINATION UNIT OR EQUAL

10 ASSUMED LOCATION OF EXISTING 3" WASTE LINE BELOW SLAB. CONTRACTOR TO VERIFY

11 SEAL CONCRETE FLOOR IN HOLDING AREA AND CELLS WITH 100% ACTIVE SILANETREATMENT WITH OLEOPHOBIC ADDITIVE - EVONIK INDUSTRIES, PROTECTOSIL BHN PLUS OREQUAL

12 PROVIDE ARMSTRONG STANDARD EXCELON 51915 IMPERIAL CHARCOAL OR EQUALVCTFLOORING IN INTERVIEW FROOM

1 1/2" = 1'-0"7

HOLDING CELL CEILING DETAIL

3" = 1'-0"3

EXISTING JAMB DETAIL

1/2" = 1'-0"13

COURTROOM WALL ELEVATION

1 1/2" = 1'-0"8

COURTROOM WALL BRACING

3" = 1'-0"2

TUBE STEEL HEADER / CMU CONNECTION

SHEET NOTES - FLOOR PLAN

REVISION SCHEDULE


4 ADDENDUM 1 04/18/17

4

F.F.

DOOR TYPE 01

SE

E S

CH

ED

ULE

2"

2" SEE SCHED 2"

A1, SINGLE FLUSH C1, SINGLE HALF VISION

43"

6" 6"

6"

A2, DOUBLE FLUSH

SE

E S

CH

ED

ULE

SEE SCHED

SE

E S

CH

ED

ULE

SEE SCHEDULESEE SCHED

SE

E S

CH

ED

ULE

SE

E S

CH

ED

ULE

2"

2" SEE SCHED 2"

02

F.F.

DOOR TYPE

F.F.

W2ONE-WAY OBSERVATION

7'-0

"

6"6'

-6"

2'-0"

3'-0

"4'

-0"

7'-0

"

W1RELIGHT (WHERE OCCURS)

4'-0"

SG

W3EXCHANGE WINDOW

SG

3'-1

0"34

" M

AX

3'-0"

6'-8

"

46"

MA

X

7

A60.01

10

A60.01

6

A60.01

SG

6

A60.01

8

A60.01

9

A60.01

SWING DOOR PER SCHEDULE

HOLLOW METAL FRAME;MATCH EXISTING PROFILE

DOOR HEADER1/2"1/2"

5/8"

2"

1 15/16" 1 15/16"

INSULATION WHERE NEEDED

PER ASSEMBLY

WALL DIMENSION

SWING DOOR PER SCHEDULE


1/2"

1/2" 5/8"2"

1 15

/16"

1 15

/16"

PE

R A

SS

EM

BLY

WA

LL D

IME

NS

ION

REFER TO PLAN

4" OR 2'-0" UNOLINE OF ADJACENT WALL

SAFETY GLAZING


DOOR HEADER1/2"1/2"

5/8"

2"

1 15/16" 1 15/16"

INSULATION WHERE NEEDED

PER ASSEMBLY

WALL DIMENSION

1/2"

1/2" 5/8"2"

1 15

/16"

1 15

/16"

PE

R A

SS

EM

BLY

WA

LL D

IME

NS

ION

REFER TO PLAN

4" OR 2'-0" UNOLINE OF ADJACENT WALLSAFETY GLAZING


1 7/

16"

2" 2"

PER ASSEMBLY

WALL DIMENSION

7/16

"

NARROW INSET FRAME

SAFETY GLAZING -LEXGARD MP1000 LAMINATE

OR EQUAL

1 7/16"

2"2"

PE

R A

SS

EM

BL

Y

WA

LL D

IME

NS

ION

7/16"


OR EQUAL

NARROW INSET FRAME

2"2"

PER ASSEMBLY

WALL DIMENSION

12"

2"5/8"

STAINLESS STEEL SHELFWITH DEAL TRAY


OR EQUAL


PE

R A

SS

EM

BL

Y

CE

ILIN

G D

IME

NS

ION

1 3/4" X 2" X 1 3/4" X 13 GASTAINLESS STEEL CHANNEL


PER ASSEMBLY

WALL DIMENSION

2" M

IN




EXISTING FLOOR

HW GROUP 13 EA HINGES1 EA ENTRANCE LOCK LATCHSET1 EA REMOTE ELECTRONIC STRIKE RELEASE W/ FOB READER1 EA OVERHEAD DOOR CLOSER3 EA SILENCERS1 EA WALL STOP

HW GROUP 23 EA HINGES1 EA OFFICE LOCK LATCHSET1 SET SEALS1 EA WALL STOP

HW GROUP 33 EA HINGES1 EA STORAGE LOCK LATCHSET3 EA SILENCERS1 EA OVERHEAD CLOSER1 EA ELECTRONIC STRIKE W/ FOB READER

HW GROUP 43 EA HINGES1 EA OFFICE LOCKSET3 EA SILENCERS1 EA WALL STOP

HW GROUP 53 EA HINGES1 EA STORAGE LOCK LATCHSET (INSIDE OUT)1 SET SEALS1 EA WALL STOP

HW GROUP 63 EA HINGES1 EA OFFICE LOCK LATCHSET3 EA SILENCERS1 EA WALL STOP1 EA ELECTRONIC STRIKE W/ FOB READER1 EA OVERHEAD CLOSER

HW GROUP 73 EA HINGES1 EA OFFICE LOCK LATCHSET1 EA SILENCERS1 EA WALL STOP1 EA ELECTRONIC STRIKE W/ FOB READER

HW GROUP 86 EA HINGES1 EA SECURITY ASTRAGAL (REMOVABLE)2 EA PANIC HARDWARE2 EA OVERHEAD DOOR CLOSERS2 EA 1 SIDED OFFICE LOCK LATCHSET1 EA ELECTRONIC STRIKE W/ FOB READER6 EA SILENCERS

HW GROUP 93 EA HINGES1 EA PASSAGE LATCHSET1 EA SILENCERS1 EA WALLSTOP1 EA OVERHEAD DOOR CLOSER

HW GROUP 103 EA HINGES1 EA PRIVACY LOCKSET1 SET SEALS1 EA WALLSTOP


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A60.01

DOOR TYPES &DETAILS / OPENINGTYPES & DETAILS

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DOOR SCHEDULE

DOOR #

DOOR INFORMATION FRAME INFORMATION FIRERATING

HARDWAREGROUP COMMENTSTYPE MATERIAL FINISH GLAZING HEIGHT WIDTH THICKNESS TYPE MATERIAL FINISH

101 A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 7




120A A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 9

120B A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 6

120C A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 6

129 A2 HM PAINT 7' - 0" 6' - 0" 1 3/4" - - - No 8 EXISTING DOOR FRAME. PROVIDE DOORS AND DOOR HARDWARE

131 EXIST - - 7' - 0" 3' - 0" 1 3/4" - - - - - EXISTING DOORS. PROVIDE LATCH SET PER HARDWARE GROUP 5



134 EXIST - - 7' - 0" 3' - 0" 1 3/4" - - - - - EXISTING DOORS. PROVIDE LATCH SET PER HARDWARE GROUP 5

141 A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 7 ELECTRONIC STRIKE RELEASES WHEN FIRE ALARM IS TRIGGERED AND WHEN POWER GOES OUT







191 EXIST - - 7' - 0" 3' - 0" 1 3/4" - - - - - RELOCATED DOOR; REUSE HARDWARE. ELECTRONIC STRIKE RELEASES WHEN FIRE ALARM IS TRIGGERED AND WHEN POWER GOES OUT


193 A1 <ByCategory>

7' - 0" 3' - 0" 1 3/4" <ByCategory>

No


194B A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 7 1 HR RATED

195 EXIST - - 7' - 0" 3' - 0" 1 3/4" - - - - - VERIFY DOOR HAS MINIMUM 45 MINUTE RATING. COORDINATE DOOR HARDWARE REQUIREMENTS WITH OWNER. DOOR TO REMAIN CLOSEDAND LOCKED

196 S1 STL STEEL 7' - 10" 3' - 0" 1 3/4" - - No 13 GA STAINLESS STEEL DETENTION DOOR (VANTAGE BY KANE DETENTION SYSTEMS OR EQUAL). COORDINATE HARDWARE FUNCTIONBETWEEN DOOR MANUFACTURER AND OWNER. FIELD VERIFY FINAL DOOR HEIGHT.



211C A2 HM PAINT 7' - 0" 6' - 0" 1 3/4" 02 HM PAINT No 8 1 HR RATED



242B A1 HM PAINT 7' - 0" 3' - 0" 1 3/4" 01 HM PAINT No 5

1/4" = 1'-0"

DOOR & FRAME TYPES

WINDOW SCHEDULEWINDOW

# WIDTH HEIGHT COMMENTS

W1 2' - 0" 6' - 6"

W2 4' - 0" 4' - 0" REUSED IN COMPUTER LAB

W3 3' - 0" 4' - 0" C.R. LAURENCE N1EW18A EXCHANGE WINDOW WITH LEVEL 3LEXGARD GLAZING, SHELF AND DEAL TRAY OR EQUAL

1/4" = 1'-0"

OPENING TYPES

3" = 1'-0"1

TYP DOOR HEAD DETAIL 3" = 1'-0"

2TYP DOOR JAMB DETAIL

3" = 1'-0"6

TYP WINDOW HEAD DETAIL 3" = 1'-0"

7TYP WINDOW JAMB DETAIL

3" = 1'-0"8

EXCHANGE WINDOW HEAD DETAIL 3" = 1'-0"

9EXCHANGE WINDOW JAMB DETAIL

3" = 1'-0"10

EXCHANGE WINDOW SILL DETAIL

3" = 1'-0"3

DETENTION DOOR HEAD DETAIL 3" = 1'-0"

4DETENTION DOOR JAMB DETAIL

3" = 1'-0"5

DETENTION DOOR SILL DETAIL

DOOR HARDWARE SCHEDULE

REVISION SCHEDULE


4 ADDENDUM 1 04/18/17


04/20/2017

BID ALT# 1-1

BID ALT# 1-2

4

5

Documents

SHEET NAME TRIBAL JUSTICE CENTER - Quil Ceda Village · sdi steel deck institute sdi steel door institute smacna sheet metal & air conditioning contractors national association sspc