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NEW CONSTRUCTION OF A TENANT IMPROVEMENT FOR JEFFERSON HEALTHCARE IN A SINGLE-STORY OFFICEBUILDING OVER PARKING IN PORT LUDLOW, WA.
THIS PROJECT INCLUDES STRUCTURAL FRAMING, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLERSYSTEMS AND FIRE ALARM INSTALLATIONS.
-- 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,DRYER
DBL 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 TREATEDWOOD
FRZ 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,HEIGHT
HB 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 BUILDINGCODE
ID INSIDE DIAMETER,INSIDE DIMENSION
IFC 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),PANTRY
PC 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,SINK
S/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,TILE
T&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
PARADISE B
AY RD
PARADISE BAY RDBREAKER LANE
PROJECT SITE
NORTH
1
AX.XX
@#
1
AX.XX
DATUM
EL X' - XX"
1
AX.XX
#
W1
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
ROOM TAG
REVISION TAG AND CLOUD
NORTH ARROW
1 GRID LINE
A
#'-#" SPOT ELEVATION
RUN
RISE ROOF SLOPE
SLOPE ARROW
CLG TYPE
CLG HEIGHTCEILING TAG
KEYNOTE TAGA
FINISH TAGA
TYPE TYPE FLOOR FINISH TAG
#'-#"FLOOR LEVEL CHANGE
SHEET#
DET #
SHEET#
DET #
###
RISE / RUN
ROOM NAME
ROOM #
1
AX.XXDETAIL SECTION TAG
S1 STOREFRONT TAG
OWNER:
PORT LUDLOW ASSOCIATES70 BREAKER LANEPORT LUDLOW, WA 98365CONTACT: DIANA SMELAND, PRESIDENTDIRECT: (360) 437-8342
TENANT:
JEFFERSON HEALTHCARE834 SHERIDAN ST.PORT TOWNSEND, WA 98368CONTACT: LISA HOLT, CHIEF ANCILLARY OFFICERPHONE: (360) 385-2200, EXT. 4675EMAIL: [email protected]
CONTRACTOR:
WESTHARBOR HOMES70 BREAKER LANEPORT LUDLOW, WA 98365CONTACT: CLIFF O'BRIEN, CONSTRUCTION MANAGERDIRECT: (360) 437-8242
CIVIL ENGINEER:
REID MIDDLETON728 134TH ST SW #200EVERETT, WA 98204PH: (425) 741-3800CONTACT: MARK DAVIS, PROJECT ENGINEER
ARCHITECT:
RICE FERGUS MILLER, INC.275 5TH STREETBREMERTON, WA 98337PH: (360) 377-8773CONTACT: STEVE RICE, ARCHITECT OF RECORDEMAIL: [email protected]
CONTACT: DUSTIN MORGAN, PROJECT MANAGEREMAIL: [email protected]
STRUCTURAL ENGINEER:
REID MIDDLETON728 134TH ST SW #200EVERETT, WA 98204PH: (425) 741-3800CONTACT: CORBIN HAMMER, PROJECT ENGINEER
MECHANICAL & ELECTRICAL ENGINEERS:
BCE ENGINEERS, INC.6021 12TH ST. E., SUITE 200FIFE, WA 98424PH: (253) 922-0446MECHANICAL CONTACT: STEVE WOOLERY, PEELECTRICAL CONTACT: DAREN BITTERLING, PE
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A00.01
COVER SHEET &GENERAL PROJECTINFORMATION
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
PROJECT DESCRIPTION
TENANT IMPROVEMENT - DRAWING INDEX
Sheet # Sheet Name
MECHANICAL
M00.01 MECHANICAL LEGEND AND SCHEDULES
M00.02 MECHANICAL SCHEDULES
M00.03 MECHANICAL SCHEDULES
M21.02 PLUMBING PLAN - PARKING LEVEL
M21.03 PLUMBING PLAN - MAIN LEVEL
M22.01 REFLECTED CEILING PLAN - MAIN LEVEL
M23.02 HVAC PLAN - MAIN LEVEL
M23.03 HVAC PLAN - MEZZANINE LEVEL
M71.01 MECHANICAL DETAILS
M71.02 MECHANICAL DETAILS
ELECTRICAL
E00.01 ELECTRICAL LEGEND
E00.02 ELECTRICAL LIGHTING AND MECHANICAL EQUIPMENT CONNECTION SCHEDULES
E21.01 LIGHTING PLAN - MAIN LEVEL
E22.01 POWER PLAN - MAIN LEVEL
E31.01 ELECTRICAL DETAILS
E31.02 ELECTRICAL DETAILS
E31.03 ELECTRICAL DETAILS
E51.01 ELECTRICAL PANEL SCHEDULES
TENANT IMPROVEMENT - DRAWING INDEX
Sheet # Sheet Name
ARCHITECTURAL
A00.01 COVER SHEET & GENERAL PROJECT INFORMATION
A00.02 CODE ASSESSMENTS
A01.01 FIRE & LIFE SAFETY PLANS
A02.01 TI - ASSEMBLY SCHEDULE, CONNECTION DETAILS
A21.00 FLOOR PLAN - PARKING LEVEL
A21.01 FLOOR PLAN - MAIN LEVEL
A21.02 FLOOR PLAN - MECHANICAL MEZZANINE
A22.01 REFLECTED CEILING PLAN - MAIN LEVEL
A23.01 ENLARGED PLANS & ELEVATIONS - TYPICAL EXAM ROOM, TREATMENT ROOM
A23.03 ENLARGED PLANS & ELEVATIONS - X-RAY
A25.01 EQUIPMENT PLAN
A25.02 EQUIPMENT SCHEDULE
A33.01 BUILDING SECTION
A60.01 DOOR SCHEDULE/ TYPES/ DETAILS
A70.00 MOUNTING HEIGHTS & CLEARANCE REQUIREMENTS AT PLUMBING FIXTURES &
ACCESSORIES
A70.01 INTERIOR ELEVATIONS
A70.02 INTERIOR ELEVATIONS
A71.01 INTERIOR DETAILS
A71.21 CASEWORK DETAILS
A71.22 CASEWORK DETAILS
A72.01 FINISH LEGEND/ SCHEDULE
A72.02 INTERIOR FINISH PLAN
JEFFERSON HEALTHCARE
PORT LUDLOW MOB
ABBREVIATION LIST VICINITY MAPSYMBOL LEGEND
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
PROJECT TEAM - TENANT IMPROVEMENT
2012 International Building Code (IBC), as amended by Washington State RCW Chapter 19.27.031 per chapter 51-50 WAC2012 International Mechanical Code (IMC), as amended by Washington State RCW Chapter 19.27.031 per chapter 51-52 WAC2005 National Electrical Code (NEC)2012 International Fire Code (IFC), as amended by Washington State RCW Chapter 19.27.031 per chapter 51-54 WAC2012 Uniform Plumbing Code (UPC), as amended by Washington State RCW Chapter 19.27.031 per chapter 51-56 WAC & 51-57 WAC2009 Washington State Energy Code, as amended by WAC 51-11.2009 ICC/ANSI A117.1 (Accessibility as referenced in IBC).2000 National Fire Protection Association (NFPA) 101 (Medicare Requirement).2014 Facility Guidelines Institute (FGI) Guidelines for Design and Construction of Health Care Facilities.2015 NFPA 99 Healthcare Facilities Code
Chapter 4: General1) Life Safety Compliance Options
a) Prescriptive-based per 4.4.2i) Follow Chapters 1 to 4 and 6 to 10, and as superceded by occupancy chapters 11 to 42ii) Follow Chapter 38 New Business Occupancy for Main Level (per 6.1.11 & Appendix)iii) Follow Chapter 42 Storage Occupancy for Parking Level (per 6.1.13 & Appendix)
b) Fundamental Requirements per 4.5i) Number of Means of Egress: (2) minimum required; (2) provided at each level
Chapter 38: New Business Occupancies1) Mixed Occupancies: (NFPA 101-38.1.2.2)
a) Combined Business and Parking Structures: walls shall have a 2 hour fire rating.NOTE: 2000 edition makes no statement regarding horizontal assemblies. Per 2006
edition, Table 6.1.14.4.1(b), provide 2 hour separation; reduce to 1-hour when provided with automatic sprinkler system. Provided: 1 hour horizontal separation.
2) Doors: (NFPA 101-38.2.2.2)a) Swing direction:
i) Doors shall swing the direction of egress where serving a room or areawith an occupant load of 50 or more per NFPA 101-7.2.1.4.2
b) Hardware requirements:i) Latch or fastening device door hardware shall be provided with a
releasing device having an obvious method of operation per NFPA 101-7.2.1.5.4ii)Manually operated doors and latch release hardware shall not exceed 15
lb. to release the latch, 30 lb. to set the door in motion and 15 lb. to openthe door to the minimum required width per NFPA 101-7.2.1.4.5
3) Capacity of means of egress: (NFPA 101-38.2.3)a) Capacity of means of egress shall comply with NFPA 101-7.3
i) Occupancy load factor per NFPA 101-Table 7.3.1.2; same as IBC.ii)Min width shall comply with NFPA 101-7.3.4; same as IBC.
b) 44 in. min. width at corridors or passageways serving 50 or more occupantsper NFPA 101-38.2.3.2. Provided: 60" corridors, occupants <50.
4) Number of exits: (NFPA 101-38.2.4)a) Not less than (2) exits per NFPA 101-38.2.4.2.
5) Arrangement of means of egress: (NFPA 101-38.2.5)a) Per 7.5.1.4, exits shall be at minimum distance of 1/3 building diagonal dimension when
fully sprinklered; same as IBC. See Life Safety Plan.b) Per 38.2.5.2.2, dead-end corridors shall not exceed 50 ft. when fully sprinklered; same as
IBC.c) Common path of travel equal 100 ft. when fully sprinklered per NFPA 101-38.2.5.3.3
6) Travel distance to exits: (NFPA 101-38.2.6)a) Travel distance to exits equal 300 ft. maximum when fully sprinklered; same as IBC.
Chapter 42: Storage1) Capacity of means of egress: (NFPA 101-42.2.3)
a) Capacity of means of egress shall comply with NFPA 101-7.3i) Occupancy load factor per NFPA 101-Table 7.3.1.2; not less than the maximum probable
number of occupants present at any time.NOTE: Design is based on IBC occupant load factor.
ii)Min width shall comply with NFPA 101-7.3.4; same as IBC.2) Number of exits: (NFPA 101-42.2.4)
a) Not less than (2) exits per NFPA 101-38.2.4.2i) Exception: single exit allowed where exit can be reached from within permitted common
path of egress travel.5) Arrangement of means of egress: (NFPA 101-42.2.5)
a) Per 7.5.1.4, exits shall be at minimum distance of 1/3 building diagonal dimension whenfully sprinklered; same as IBC. See Life Safety Plan.
b) Per 42.2.5.3, dead-end corridors shall not exceed 100 ft. when fully sprinklered; same asIBC.
c) Common path of travel equal 100 ft. when fully sprinklered per NFPA 101-42.2.5.46) Travel distance to exits: (NFPA 101-38.2.6)
a) Travel distance to exits equal 400 ft. maximum when fully sprinklered; same as IBC.
SITE DATASITE ADDRESS: 89 BREAKER LANE, PORT LUDLOW 98365
(REFER TO SITE PLAN)TAX NO: 821171001AREA: 297,114 SF (6.82 ACRES)ZONING MPR-VC MASTER PLANNED RESORT -
VILLAGE COMMERCIAL CENTER
PER JEFFERSON COUNTY CODE (JCC):TITLE 17 PORT LUDLOW MASTER PLANNED RESORT (MPR)TITLE 18 UNIFIED DEVELOPMENT CODE (UDC)
PERVIOUS AREA PER JCC 17.30.050 BELOW, MAXIMUM 45% IMPERVIOUSPROVIDED:EXISTING PERVIOUS INCREASED BY 1.5% OF SITE AREA
SETBACKS PER JCC 17.30.050, FOLLOW UBC 1997 TABLE 5-A:TYPE V-N PER UBC, OCCUPANCY B & S-3:1 HOUR AT LESS THAN 20 FT SETBACK, NR ELSEWHERESEE DETAIL 3/A01.01 FOR OPENINGS NOTED BELOW
BUILDING DATABUILDING AREA MAXIMUM GROSS FLOOR AREA ALLOWED 30,000 SF
PROPOSED:SEE GROSS BUILDING AREA TABLE
USE PERMITTED IN MPR-VC:RETAILSERVICES (BUSINESS/PROFESSIONAL OFFICES, CLINICS)PROPOSED USE:MEDICAL OFFICE BUILDING WITH PARKING GARAGEPROPOSED OCCUPANCY PER IBC:B (BUSINESS); S-2 (PARKING GARAGE)
BUILDING HEIGHTMAXIMUM 35 FT, EXCLUDING ROOF PROJECTIONSPROPOSED:26 FT TO AVERAGE ROOF, 32 FT TO HIGHEST ROOFBASED ON AVERAGE GRADE PLANE AT 74’AVERAGE ROOF SURFACE AT 100’HIGHEST POINT OF ROOF AT 106’
PARKING PER JCC 18.30.100MINIMUM REQUIRED FOR PERSONAL ANDPROFESSIONAL SERVICES AND OFFICES1 SPACE PER 300 SF, PLUS 1 PER EMPLOYEE,BUT NO FEWER THAN 3 SPACES4431 SF / 300 = 15 STALLS + 10 EMPLOYEES = 25PROVIDED:(12) PARKING GARAGE STALLS(10) SURFACE PARKING STALLS (INCLUDES 1 ADA)(22) TOTAL PROVIDED ADJACENT TO AND IN BUILDING,
PER PORT LUDLOW, ADDITIONAL STALLS AVAILABLETHROUGHOUT PARCEL
1) Description of Building:A) Total number of stories: 2
1) Main Levela) Occupancy: B (Business) per IBC 304b) Use: Professional Services & Labatories (Outpatient Medical Clinic)
i) All patients are capable of self-preservationc) Construction Type: V-B
i) Automatic sprinkler system per NFPA 13 to be provided per IBC 903.2.10ii) Fire alarm system provided
d) Building Height: Allowed up to (2) story, 40 ft per IBC Table 503i) Provided: (2) story, 26 ft
e) Building Area: Allowed up to 9,000 sf per story per IBC Table 503i) Provided: See Gross Building Area below
f) Building element fire rating requirements per IBC Table 601 & 602NOTE: Per JCC Title 17, follow 1997 UBC for Fire Separation Distancei) Primary Structural Frame: 0 hourii)Bearing Walls: 0 hour (See exterior walls below)iii) Nonbearing walls and partitions: 0 hour (See exterior walls below)iv) Exterior walls, per UBC Table 5-A:
< 20 ft separation: 1 hour (@NE exterior wall) > 20 ft separation: 0 hour (all other exterior walls)
vi) Floor Construction: 0 hour (see Parking Level separation below)vii) Roof Construction: 0 hour per IBC Table 601
2) Parking Levela) Occupancy: S-2 (Low-Hazard Storage) per IBC 311b) Use: Parking Garage per IBC 406.4
i) Clear height shall be minimum 7'-0"; van accessible minimum 8'-2".ii) Mixed occupancy separation shall be 1 hour per IBC 406.4.6
(Note: See additional code per NFPA 101-38.1.2.2.)iii) Enclosed parking garage, mechanically ventilated per IBC 406.6.2
c) Construction Type: V-Bi) Automatic sprinkler system per NFPA 13 to be provided per IBC 903.2.10ii) Fire alarm system provided
d) Building Height: Allowed up to (2) stories, 40 ft per IBC Table 503i) Provided: (2) story, 26 ft
e) Building Area: Allowed up to 13,500 sf per story per IBC Table 503i) Provided: See Gross Building Area below
f) Building element fire rating requirements per IBC Table 601 & 602NOTE: Per JCC Title 17, follow 1997 UBC for Fire Separation Distancei) Primary Structural Frame: 0 hourii)Bearing Walls: 0 hour (See exterior walls below)iii) Nonbearing walls and partitions: 0 hour (See exterior walls below)iv) Exterior walls, per UBC Table 5-A:
< 20 ft separation: 1 hour (@NE exterior wall) > 20 ft separation: 0 hour (all other exterior walls)
vi) Floor Construction: 0 hour (see Parking Level separation above)vii) Roof Construction: 0 hour
B) Gross Building Area:
2) Fire Protectiona) Automatic sprinkler system is required throughout the building per NFPA 13 where
parking garage is located beneath other occupancy groups, per 903.2.10b) Fire Extinguishers per Table 906.3(1) for Class A Hazards:
i) Business Offices: (1) 2-A rated per 6,000 sf. Required (1). Provided (1).ii) Parking Garage: (1) 2-A rated per 3,000 sf. Required (2). Provided (2).iii) Maximum travel distance to extinguisher: 75 ft
c) Fire Alarm installed in accordance with NFPA 72:i) Manual fire alarm system is not required in B Occupancy with occupant load <500.
Note: Automatic fire sprinkler systems are required to have an alarm and monitored perNFPA 13.
3) Occupant Load:Refer to Sheet A01.01 for occupant load chart.
4) Means of Egress:a) Minimum width shall be occupant load multiplied by .2 per IBC 1005.3.2
i) Business: 45 x .2 = 9"ii) Parking Garage: 22 x .2 = 5"iii) See minimum door and corridor widths below
b) Accessible Means of Egressi) One accessible means of egress is required per IBC 1007.1, Table 1015.1
and Table 1021.2(2). Note: This is superceded by NFPA 101, (2) required.ii) Provided: (2) accessible means of egressiii) Each required accessible means of egress shall be continuous to a
public way per IBC 2005.41007.2c) Common path of egress travel
i) Per IBC Table 1014.3, maximum 100 fti) Provided: maximum 70 ft
d) Number of Exits, Exit Configurations, Exit Arrangementsi) Per IBC Table 1015.1, (1) exit required for occupant loads less than 49
occupants (B occupancy) or 29 occupants (S occupancy). Note: This issuperceded by NFPA 101, (2) required.
ii) Number of exits provided: (2) exitsiii) Exit doors shall be separated a minimum 1/3 diagonal dimension of the
building when provided with automatic sprinkler system: 92/3 = 30.7' minimum.iv) Provided distance between exits = 47'v) Per IBC Table 1016.2, exit access travel distance not to exceed 300 ft. for
B and 400 ft for S-2.vi) Provided maximum exit access travel distance: 110 ft
e) Doorsi) Minimum clear widths of doors: 32"ii) Provided clear widths of doors: 33"
f) Corridorsi) Per IBC Table 1018.1, B occupancy with automatic sprinkler system: 0 hourii) Minimum width of corridors per IBC Table 1018.2: 36" for occupant load less than 50iii) Provided corridor width: 60"iv) Maximum dead end corridor with sprinkler system: 50 ftv) Provided dead end corridor: 20 ft
g) Exit discharge:i) Exits shall discharge directly to the exterior of the building and shall
not reenter the building per IBC 1027.1ii)Exit discharge shall provide direct and unobstructed access to a
public way per IBC 1027.5
5) Accessibilitya) Accessible route:
i) Accessible route shall be provided from public transportation stops,accessible parking, accessible passenger loading zones and publicstreets or sidewalks to the accessible building entrance per IBC 1104.1
ii)At least one accessible route between accessible buildings on the samesite per IBC 1104.2
b) Employee work areas:i) Common use circulations paths within employee work areas shall be
accessible routes per IBC 1104.3.1c) Accessible entrances:
i) Public entrances: at least 60% shall be accessible per IBC 1105.1ii) Provided: (2) entrances, both accessible
d) Accessible parking spacesi) Quantity:
(1) 10% of parking and not less than one shall be accessible parkingper IBC 1106.3
(2) 1/6 of all accessible parking and not less than one, shall be a vanaccessible parking per IBC 1106.5
ii)Location:(1) Accessible parking shall be located on the shortest accessible
route of travel to accessible building entrance per IBC 1106.6iii) Passenger loading zone:
(1) For every 100 lineal feet max. of passenger loading zone, oneaccessible passenger loading zone shall be provided per IBC1106.7.1
e) Toilets and bathing facilitiesi) Quantity:
(1) All toilet rooms and bathing rooms to be accessible per IBC1109.2
ii)Water closet compartments:(1) At least one water closet compartment in a toilet room or bathing
room shall be wheelchair accessible per IBC 1109.2.2(2) For every 6 combined total water closets and urinals provided, one
ambulatory accessible water closet compartment shall be providedin addition to the wheelchair accessible compartment per IBC1109.2.
iii) Lavatories and sinks(1) 5% and not less than one lavatory shall be accessible per IBC
1109.2.3(3) Mops sinks and service sinks not required to be accessible per IBC
1109.3 (exception)f) All kitchens and kitchenettes to be accessible per IBC 1109.4g) Storage
i) 5% and not less than one fixed or built-in storage element such ascabinets, coat hooks shelves, lockers, closets and drawers shall beaccessible per IBC 1109.9
h) Seating at tables, counters and work surfacesi) 5% and not less than one shall be accessible per IBC 1109.11
6) Plumbinga) Plumbing fixture count
i) Minimum number of required plumbing fixtures per IBC Table 2902.1, asamended by WAC 51-50:Classification/Occupancy Water closets (M/F) Lavatories (M/F)Business/B 1:25 For First 50 1:40 For First 80
1:50 For Remainder 1:80 For RemainderOver 50 Over 80
Storage/S-2 1 per 100 1 per 100
Occupants:B at 49 total: 25 Male, 25 Female
25/25 = 1.0 Male, 1.0 Female Water Closet25/40 = .63 Male, .63 Female Lavatory
S-2 at 22 total: 11 Male, 11 Female11/100 = .11 Male, .11 Female Water Closet11/100 = .11 Male, .11 Female Lavatory
Total required1.0 + .11 = 1.11 => 2 Male, 2 Female Water Closets.63 + .11 = .74 => 1 Male, 1 Female Lavatory
Provided:2 Male, 2 Female Water Closets2 Male, 2 Female Lavatories
ii) Drinking Fountains per IBC 2902.5:1 per 150 => 1 requiredProvided: 1 drinking fountain
7) Glazinga) Hazardous Locations requiring safety glazing per IBC 2406.4
i) Glazing in doors per IBC 2406.4.1(1) Fixed and operable panels of swinging, sliding and bifold doors
(a) Exceptions(i) Glazing opening less than a 3” dia. sphere(ii) Decorative glazing
ii) Fixed or operable glazing panel adjacent to doors per IBC 2406.4.2(1) Where nearest vertical edge of glazing is within a 24” arc of either
vertical edge of the door in a closed position and where the bottomexposed edge of the glazing is less than 60” above the walking surface
(a) Exceptions(i) Decorative glazing(ii) Where there is an intervening wall or other permanent barrier
between the door and glazingiii) Fixed or operable glazing panel in windows per IBC 2406.4.3 that meets
all of the following conditions:(1) The exposed area of an individual pane is greater than 9 square
feet(2) The bottom edge of the glazing is less than 18” above the floor(3) The top edge of the glazing is greater than 36” above the floor, and(4) One or more walking surface(s) are within 36”, measured
horizontally and in a straight line, of the plane of the glazing.(a) Exceptions
(i) Decorative glazing.(ii) Where a horizontal rail is installed on the accessible side(s)
of the glazing 34” – 38” to above the walking surface. The railshall be capable of withstanding a horizontal load of 50pounds per linear foot without contacting the glass and be amin. of 1 1/2“ in cross-sectional height.
(iii) Outboard panes in insulating glass units or multiple glazingwhere the bottom exposed edge of the glass is 25’-0” ormore above any grade, roof, walking surface or otherhorizontal or sloped (within 45 degrees of horizontal) surfaceadjacent to the glass exterior.
iv) Glazing in guards and railings(1) Safety glazing required in all guards and railings, including structural
baluster panels and nonstructural in-fill panels, regardless of area orheight above a walking surface per IBC 2406.4.4
v) Glazing adjacent to stairs and ramps(1) Safety glazing required where the bottom exposed edge of the glazing is
less than 60” above the plane of the adjacent walking surface of stairways,landings between flights of stairs, and ramps per IBC 2406.4.6
(a) Exceptions per IBC 2406.4.6(i) The side of a stairway, landing or ramp that has a guard and the plane
of the glass is greater than 18” from the railing(ii) Glazing 36” or more measured horizontally from the walking surface
vi) Glazing adjacent to the bottom stair landing(1) Safety glazing required at where adjacent to the landing at the bottom of a
stairway where the glazing is less than 36” above the landing and within60” horizontally of the bottom tread per IBC 2406.4.7
(a) Exceptions per IBC 2406.4.7(i) Glazing that is protected by a guard and the plane of the glass is
greater than 18” from the guard.
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JEF
FE
RS
ON
HE
AL
TH
CA
RE
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A00.02
CODEASSESSMENTS
PO
RT
LU
DL
OW
MO
B89
BR
EA
KE
R L
AN
E
APPLICABLE CODES
NFPA 101 CODE ASSESSMENT
MAIN LEVEL 4396 SF
PARKING LEVEL 4399 SF
Grand total 8795 SF
PROJECT INFO & ZONING CODE
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
2012 IBC & WAC 51-50
UP
FE
C
FE
C
FEC
FE
FE
FE
UP
A B C D E
01
02
03
04
EXAM 3
A106
EXAM 2
A105
EXAM 1
A104
CLEAN
STORAGE/ EQUIP
A103
EXAM 6
D107
EXAM 5
D106
EXAM 4
D105
BREAKROOM
A109
STF TLT
A108
IT
A110
OFFICE
A102
TREATMENT
A101
WHEELCHAIR
STORAGE
B100A
RECEPTION
B103
WAITING AREA
B101
PAT TLT
C101
CONSULT
C104LAB/ BLOOD
DRAW
C102
CLEAN / MEDS
D101
PUB TLT
B104
X-RAY &
CONTROL
D102
WORKSTATIONS
D103
MEETING RM/
FUTURE EXAMS
E100
SOILED
C106
HSKPG
C105
VITALS
C100A
OFFICE
STORAGE
A107
ENTRY
B100
20'-0
"
14
31
4
17
EGRESS LENGTH PROVIDED 105' - 4"
EGRESS LENGTH PROVIDED 106' - 6"
PUB TLT
E101
MAXIMUM OVERALL DIAGONAL DIMENSION
92'-6 1/2"
MINIMUM 1/3 OF 92'-6 1/2" = 30'-8 1/2"
48'-0 7/8"
ELEC
D104
PASSAGEWAY
B102
1 HR RATED WALL
NUMBER OF OCCUPANTS EXITING
NUMBER OF OCCUPANTS EXITING BUILDING
EGRESS PATH (300'-0" MAXIMUM DISTANCE ALLOWED)
FIRE EXTINGUISHER CABINET
FIRE EXTINGUISHER, WALL-MOUNTED
EXIT SIGN (W/ DIRECTIONAL ARROW)
STC 45 RATED WALL
STC 50 RATED WALL
#
#
A B C D E
01
02
03
04
MECH/RISER
001
PARKING
000
EGRESS LENGTH PROVIDED 73' - 1"
11
11
MAXIMUM OVERALL DIAGONAL DIMENSION
91'-7"
MINIMUM 1/3 OF 91'-7" = 30'-7"
77'-8 1/4"
EGRESS LENGTH PROVIDED 73' - 5"
30"x48" EXTERIORAREA OF ASSISTEDRESCUE
PARKING LEVEL-11' - 6"
MAIN LEVEL0"
UNPROTECTED OPENINGS IN A SPRINKLERED BUILDING, MAXIMUM 25%ALLOWED PER IBC TABLE 705.8.
TOTAL SURFACE AREA OF <20 FT SETBACKPERMITTED UNPROTECTED OPENINGSACTUAL UNPROTECTED OPENINGSACTUAL 1-HR RATED SURFACE AREA
1,869 SF (100%)467 SF ( 25%)
364 SF (19.5%)1,505 SF (80.5%)
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A01.01
FIRE & LIFE SAFETYPLANS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/8" = 1'-0"2
FIRE & LIFE SAFETY PLAN - LEVEL MAIN
FIRE & LIFE SAFEY LEGEND
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
1/8" = 1'-0"1
FIRE & LIFE SAFEY PLAN - LEVEL PARKING
OCCUPANT LOAD CHART
ROOM INFORMATION OCCUPANT LOAD FACTOR PER IBC 1004.1.1
NUMBER OFOCCUPANTSNUMBER NAME AREA FUNCTION OF SPACE
FLOOR AREA PEROCCUPANT
AREATYPE
PARKING LEVEL
000 PARKING 4058 SF PARKING GARAGE 200 SF GROSS 21
001 MECH/RISER 107 SF MECHANICAL ROOM 300 SF GROSS 1
22
MAIN LEVEL
A100 HALLWAY 291 SF NON-OCCUPIABLE 0 SF - 0
A101 TREATMENT 160 SF OUTPATIENT AREA 100 SF GROSS 2
A102 OFFICE 85 SF BUSINESS AREA 100 SF GROSS 1
A103 CLEAN STORAGE/ EQUIP 74 SF BUSINESS AREA 100 SF GROSS 1
A104 EXAM 1 108 SF OUTPATIENT AREA 100 SF GROSS 2
A105 EXAM 2 109 SF OUTPATIENT AREA 100 SF GROSS 2
A106 EXAM 3 109 SF OUTPATIENT AREA 100 SF GROSS 2
A107 OFFICE STORAGE 14 SF NON-OCCUPIABLE 0 SF - 0
A108 STF TLT 41 SF NON-OCCUPIABLE 0 SF - 0
A109 BREAKROOM 178 SF BUSINESS AREA 100 SF GROSS 2
A110 IT 23 SF NON-OCCUPIABLE 0 SF - 0
B100 ENTRY 79 SF NON-OCCUPIABLE 0 SF - 0
B100A WHEELCHAIR STORAGE 15 SF NON-OCCUPIABLE 0 SF - 0
B101 WAITING AREA 206 SF ASSEMBLY W/O FIXED SEATS 15 SF NET 14
B102 PASSAGEWAY 173 SF NON-OCCUPIABLE 0 SF - 0
B103 RECEPTION 79 SF BUSINESS AREA 100 SF GROSS 1
B104 PUB TLT 48 SF NON-OCCUPIABLE 0 SF - 0
C100 HALLWAY 180 SF NON-OCCUPIABLE 0 SF - 0
C100A VITALS 17 SF NON-OCCUPIABLE 0 SF - 0
C101 PAT TLT 42 SF NON-OCCUPIABLE 0 SF - 0
C102 LAB/ BLOOD DRAW 94 SF OUTPATIENT AREA 100 SF GROSS 1
C103 HALLWAY 66 SF NON-OCCUPIABLE 0 SF - 0
C104 CONSULT 66 SF BUSINESS AREA 100 SF GROSS 1
C105 HSKPG 28 SF BUSINESS AREA 100 SF GROSS 1
C106 SOILED 41 SF BUSINESS AREA 100 SF GROSS 1
D100 HALLWAY 279 SF NON-OCCUPIABLE 0 SF - 0
D101 CLEAN / MEDS 62 SF BUSINESS AREA 100 SF GROSS 1
D102 X-RAY & CONTROL 333 SF OUTPATIENT AREA 100 SF GROSS 4
D103 WORKSTATIONS 212 SF BUSINESS AREA 100 SF GROSS 3
D104 ELEC 9 SF NON-OCCUPIABLE 0 SF - 0
D105 EXAM 4 108 SF OUTPATIENT AREA 100 SF GROSS 2
D106 EXAM 5 109 SF OUTPATIENT AREA 100 SF GROSS 2
D107 EXAM 6 109 SF OUTPATIENT AREA 100 SF GROSS 2
E100 MEETING RM/ FUTURE EXAMS 318 SF BUSINESS AREA 100 SF GROSS 4
E101 PUB TLT 48 SF NON-OCCUPIABLE 0 SF - 0
49
Grand total 71
1/8" = 1'-0"3
EAST ELEVATION
PRINT THIS SHEET IN COLOR
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
ACOUSTICAL SEALANTAT BOTH SIDES
3" ACOUSTICAL BATT. INSULATION
X-RAY SIDE
F.F.
LEA
D L
INE
D G
WB
7'-0
" A
.F.F
.
LINE OF STRUCT. ABOVE
5/8"STUD
5/8"
W03
F.F.
LINE OF STRUCT. ABOVE
F.F.
LINE OF STRUCT. ABOVE
W05
5/8"
STUD
1/2"
5/8"
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
RESILIENT CHANNEL@ 24" O.C.
5/8" STUD
5/8"
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
ACOUSTICAL SEALANTAT BOTH SIDES
3" ACOUSTICAL BATT. INSULATION
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
ACOUSTICAL SEALANTAT BOTH SIDES
3" ACOUSTICAL BATT. INSULATION
NON-RATEDSTC 45 PER BBN-700725
2X4 WOOD STUDS
2X6 WOOD STUDS
NON-RATEDSTC 50 PER BBN-760903
2X4 WOOD STUDS
2X6 WOOD STUDS
W31
NON-RATED / LEAD-LINEDSTC 45 PER BBN-700725
2X4 WOOD STUDS
2X6 WOOD STUDS
BACKER ROD AND ACOUSTICALSEALANT AROUND ALLPENETRATIONS AT BOTH SIDES
W32
W51
F.F.
5/8" STUD
5/8"
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
7'-6
" A
.F.F
.
NON-RATED / PARTIAL HEIGHT
2X4 WOOD STUDS
CEILING HEIGHT PER RCPCEILING HEIGHT PER RCPCEILING HEIGHT PER RCP
W04 W06
W01
5/8" STUD
5/8"
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
(1) LAYER GWB - FINISHPER FINISH SCHEDULE
ACOUSTICAL SEALANT ATBOTH SIDES
3" ACOUSTICAL BATT. INSULATION
NON-RATEDGWB TO 6" ABOVE CEILING
2X4 WOOD STUDS
2X6 WOOD STUDS
SIM. TO W02+ APPLIED COMPOSITE PANELS OVER GWB BY TENNANT PER TI PLANS
CEILING HEIGHT PER RCP
W02
6" 6"
ACOUSTICAL SEALANT AT BOTHSIDES
BACKER ROD AND ACOUSTICALSEALANT AROUND ALLPENETRATIONS AT BOTH SIDES
BACKER ROD AND ACOUSTICALSEALANT AT BOTH SIDES
FINISH TOP W/(1) LAYERGWB - FINISH PERFINISH SCHEDULE
ATTACH BRACE TO TOPCHORD PER JOISTMANUFACTURER'SRECOMMENDATIONS
/2 A02.01/1 A02.01
/3 A02.01
SEE CONNECTION DETAILS (REF. BELOW)
/2 A02.01/1 A02.01
/3 A02.01
SEE CONNECTION DETAILS (REF. BELOW)
W02W08
2X WOOD BRACING AT 4'-0" O.C.,STAGGERED DIRECTIONS
DOUBLE 2X TOP PLATE
SIMPSON HS24 OR EQUAL ATEVERY BRACE
• INTERIOR GWB BY TENANT WHERE SHOWN DASHED ON FLOOR PLAN• REFER TO RCP FOR EXTENT OF CEILING WORK BY TENANT• INTERIOR PARTITION FRAMING AND BATT INSULATION TO BE INSTALLED TO EITHER
FLOOR OR ROOF STRUCTURE (TRUSSES OR I-JOISTS) ABOVE WHERE OCCUR
W61
F.F.
LINE OF STRUCT. ABOVE
SEE STRUCT STUD
5/8"
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
(1) LAYER SHEATHING PERSTRUCTURAL - FINISH PER
FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
(1) LAYER GWB BYTENANT, U.N.O. - FINISHPER FINISH SCHEDULE
ACOUSTICAL SEALANTAT BOTH SIDES
3" ACOUSTICAL BATT. INSULATION
NON-RATEDSINGLE-SIDED STRUCTURAL SHEATHING
2X4 WOOD STUDS
2X6 WOOD STUDS
CEILING HEIGHT PER RCP
W62
BACKER ROD AND ACOUSTICALSEALANT AROUND ALLPENETRATIONS AT BOTH SIDES
ACOUSTICAL SEALANT AT BOTH SIDESSEE CONNECTION DETAILS (REF . BELOW)
/1 A02.01/2 A02.01/3 A02.01
F.F.
LINE OF STRUCT. ABOVE
W63
5/8"
STUD
SEE STRUCT
5/8"
(1) LAYER GWB BYTENANT, U.N.O. - FINISHPER FINISH SCHEDULE
(1) LAYER GWB BYTENANT, U.N.O. - FINISHPER FINISH SCHEDULE
(1) LAYER SHEATHINGPER STRUCTURAL
WALL BASE AT BOTH SIDESPER FINISH SCHEDULE
WOOD STUDS @ 24" O.C.
ACOUSTICAL SEALANTAT BOTH SIDES
3" ACOUSTICAL BATT. INSULATION
NON-RATEDSTC 50 PER BBN-760903
2X4 WOOD STUDS
2X6 WOOD STUDS
CEILING HEIGHT PER RCP
W64
BACKER ROD AND ACOUSTICALSEALANT AROUND ALLPENETRATIONS AT BOTH SIDES
BACKER ROD AND ACOUSTICALSEALANT AT BOTH SIDES
SEE CONNECTION DETAILS (REF. BELOW)
/1 A02.01/2 A02.01/3 A02.01
ROOF JOIST, SEESTRUCTURAL
SHEATHING, SEESTRUCTURAL
CONNECTOR PER JOISTMANUFACTURER'SRECOMMENDATION
MIN
1/2"
ACOUSTICAL SEALANT ATBOTH SIDES AS REQUIREDPER WALL TYPE
ACOUSTICAL BATT ASREQUIRED PER WALLTYPE
(1) LAYER GWB (EACHSIDE) BY TENANT, UNO
FLOOR OR ROOF JOIST,SEE STRUCTURAL
SHEATHING, SEE STRUCT.
2X6 WOODBLOCKING @ 24"O.C.
PER STRUCTURAL
MIN
1/2"
CONNECTOR PER JOISTMANUFACTURER'SRECOMMENDATION
BUILT-UP PLYWOOD BLOCKINGAT TJI WEB WHERE OCCURS
ACOUSTICAL SEALANT ATBOTH SIDES AS REQUIREDPER WALL TYPE
(1) LAYER GWB (EACH SIDE)BY TENANT, UNO
ACOUSTICAL BATT ASRWQUIRED PER WALL TYPE
SHEATHING, SEESTRUCTURAL
MIN
1/2" CONNECTOR PER JOIST
MANUFACTURER'SRECOMMENDATION
ACOUSTICAL SEALANTAT BOTH SIDES ASREQUIRED PER WALLTYPE
FLOOR JOIST, SEESTRUCTURAL
(1) LAYER GWB (BOTHSIDES) BY TENANT, UNO
ACOUSTICAL BATTS ASREQUIRED PER WALL TYPE
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
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ER
SO
N H
EA
LT
HC
AR
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PO
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W, W
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8365
2012240.00
CONSTRUCTION SET
01/22/2016
A02.01
TI - ASSEMBLYSCHEDULE,CONNECTIONDETAILS
PO
RT
LU
DL
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MO
B
89 B
RE
AK
ER
LA
NE
NON-RATED WALL ASSEMBLY
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
ASSEMBLY SCHEDULE GENERAL NOTES
NON-RATED WALL ASSEMBLY W/ STRUCTURAL SHEATHING
1 1/2" = 1'-0"2
TYP. ROOF JOIST CONNECTION 1 1/2" = 1'-0"
4TYP. JOIST CONNECTION W/ BLOCKING
1 1/2" = 1'-0"1
TYP. FLOOR JOIST CONNECTION
UP
FE
FE
A31.011
A31.01
4
A31.012
A31.01
3
A B C D E
01
02
03
04
MECH/RISER
001
PARKING
000
3
A33.01
3
A33.01
2
A33.01
2
A33.01
1
A33.01
1
A33.01
16'-6" 18'-0" 18'-0" 16'-6"
69'-0"
63'-9
"
18'-1
0"24
'-0"
20'-1
1" 1 2 3 4 5 6
7 8 9 10 11 12
M1 M2
NOTE: NO WORK ON THIS FLOOR AS PART OFTENANT IMPROVEMENT.FLOOR PLAN PROVIDED FOR REFERENCE ONLY
6
A35.23
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A21.00
FLOOR PLAN -PARKING LEVEL
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/4" = 1'-0"1
LEVEL PARKING - FLOOR PLAN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
FE
C
FE
C
1. FIELD CONFIRM ALL DIMENSIONS AND REPORT DISCREPANCIES,IF ANY, TO ARCHITECT PRIOR TO CONSTRUCTION.
2. DIMENSIONS SHOWN ARE TO WALL STUDS AND CENTERLINE OFOPENINGS, U.N.O. ALSO, REFER TO ARCHITECTURAL ANDSTRUCTURAL DETAILS FOR LOCATION OF EXTERIOR WALL STUDSRELATIVE TO CONCRETE BELOW (STRUCTURAL SHEATHING TOALIGN WITH CONCRETE).
3. ALL DOORS NOT DIMENSIONED ARE LOCATED AT 4 1/2" TO ANINTERSECTING WALL OR CENTERED ON WALL (REFER TO PLAN)
4. ALL FINISH FIXTURES SHALL MEET ADA ACCESSIBILITYREQUIREMENTS PER 2012 IBC/UPC AND ANSI. 117.
5. INTERIOR GWB BY TENANT IS SHOWN DASHED.6. SEE SHEET A50.11 FOR STOREFRONT TYPES
A B C D E
01
02
03
04
EXAM 3
A106
EXAM 2
A105
EXAM 1
A104
CLEAN
STORAGE/ EQUIP
A103
EXAM 6
D107
EXAM 5
D106
EXAM 4
D105
4'-0
"3'
-4 1
/2"
BREAKROOM
A109
STF TLT
A108
IT
A110
OFFICE
A102
TREATMENT
A101
WHEELCHAIR
STORAGE
B100A
RECEPTION
B103
WAITING AREA
B101
PAT TLT
C101
CONSULT
C104
LAB/ BLOOD
DRAW
C102
CLEAN / MEDS
D101
PUB TLT
B104
X-RAY &
CONTROL
D102
WORKSTATIONS
D103
MEETING RM/
FUTURE EXAMS
E100
HALLWAY
A100
HALLWAY
C100
HALLWAY
C103
HALLWAY
D100
A23.0135
A70.01
2
4
6 A23.01
1
A23.018
A23.03
1
A23.03
6
5
8
7
SOILED
C106
HSKPG
C105
VITALS
C100A
COPIER
SIGNAGE
CLR
3'-2
"
A70.026
5
8
7
A70.01
18
1719
16
A70.01
13
12
15
14 A70.01
22
21
20
23
A70.0127
A70.024
3
2
1
26
25
24
A70.01
4
57
6
A70.01
11
10
9
1 3
A70.018
A23.03
9
A70.02
9
A70.02
10
A23.01
13
10
11
12
A102A
A104A
A105A
D107A
D106A
D105A
C104A
C10
1A
C10
2A
C10
3A
B104A
D102A
A109A
A106A
C106A
D101A
C105A
A103A
A10
1A
A10
7A
W05
W05
W05
W01
W31
W31
W32
W05
W05
W05
W05
W02
W03
W02
OFFICE
STORAGE
A107
WALKWAY TO ADJACENTEXISTING BUILDING
W05
W05
CLR
3'-6
"
A70.02
11
12
A70.0215
A108A
A11
0A
W01
W01
W01W02
W01
W32
W32
W01
W01W03
W01
W03
W01
W03
W01
W01
W03
W03
W03
W03
W06
W03 W01
W01
W01
W01
W01
W01
W04
W01
W31
W32W01
W32
W51
W02
W01
W01
W08
W01
W01
W05
W05
W06
W02
ENTRY
B100
3
A33.01
3
A33.01
2
A33.01
2
A33.01
1
A33.01
1
A33.01
1'-0
"8'
-1 1
/4"
6'-5
3/4
"4'
-3"
8'-5
1/4
"
7'-4
3/4
"3'
-4"
ALIGN
ALI
GN
ALI
GN
W01
ALI
GN
5'-0" FIN CLR, TYP
5'-4"5'-4"
18'-1
0"24
'-0"
20'-1
1"
16'-6" 18'-0" 18'-0" 16'-6"
69'-0"
63'-9
"
W01
W01
2'-6
"
1'-3
"
ELEC
D104
PUB TLT
E101
2'-0
"
A70.0213
1 '-6
" M
IN
1'-6"
1'-3
"
PASSAGEWAY
B102
3 1/
4"
14
55°
W01
W61W61
W61
W61
W62
W63
W63
W63
W07
W62 W03
W01
W01
W03
W01
W63
EQ EQ9'-0"
ALI
GN
ALI
GN
ALIGN STUD TO EDGEOF 2X8 FRAMING
ALIGN STUD TO EDGEOF 2X8 FRAMING
4'-6
1/2
"
3'-7
1/2
"
4'-9 1/4"
5'-5
1/4
"
MIN
CLR
5'-0
"
9 3/
4"3'
-4 3
/4"
4'-2
1/8
"
ALIGN
3'-5
"5'
-1 1
/4"
4'-5
"
4'-10 3/4"
CLR
1'-6
"
A70.0216
10°
10°
80°
85°
5'-0
" F
IN C
LR,T
YP
5'-4
3/4
"
3'-1
"
7 '-8
"
FIN
CLR
3'-6
"
10'-8 5/8"
12"
FIN
CLR
45°
FIN
CLR
3'-5
"
5'-0" FIN CLR
5'-4 3/8"
1'-7"
5'-0" FIN CLR
3'-6 3/8"7'-10 1/8" 8'-8 3/4"6'-2"
3'-4
3/4
"2'
-4 3
/4"
7'-4 3/8" 20'-3 1/4"
4 1/
2"
7'-2
1/8
"4'
-7"
ALI
GN
W42
3'-10"
ALI
GN
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A21.01
FLOOR PLAN - MAINLEVEL
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
FLOOR PLAN NOTES
1/4" = 1'-0"1
FLOOR PLAN - LEVEL MAIN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
A B C D E
01
02
03
04
MECHANICAL
MEZZANINE
E200
3
A33.01
3
A33.01
2
A33.01
2
A33.01
1
A33.01
1
A33.01
W63 W63
16'-6" 18'-0" 18'-0" 16'-6"
69'-0"
63'-9
"
18'-1
0"24
'-0"
20'-1
1"
W63
W63
W64
W62
W63
W63
W63
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A21.02
FLOOR PLAN -MECHANICALMEZZANINE
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/4" = 1'-0"1
LEVEL MECHANICAL MEZZANINE - FLOOR PLAN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
A B C D E
01
02
03
04
EXAM 3
A106
EXAM 2
A105
EXAM 1
A104
CLEAN
STORAGE/ EQUIP
A103
EXAM 6
D107
EXAM 5
D106
EXAM 4
D105
BREAKROOM
A109
STF TLT
A108
IT
A110
OFFICE
A102
TREATMENT
A101WHEELCHAIR
STORAGE
B100A
RECEPTION
B103
WAITING AREA
B101
PAT TLT
C101
CONSULT
C104
LAB/ BLOOD
DRAW
C102
CLEAN / MEDS
D101
PUB TLT
B104
X-RAY &
CONTROL
D102
WORKSTATIONS
D103
MEETING RM/
FUTURE EXAMS
E100
HALLWAY
A100
HALLWAY
C100
HALLWAY
C103
HALLWAY
D100
GWB
8' - 0"
GWB
8' - 0"
GWB
8' - 0"
ACT - 1
ACT - 1
10' - 0"
A23.01
2
A23.01
9
A23.03
2
SOILED
C106
HSKPG
C105
VITALS
C100A
GWB
8' - 0"
OFFICE
STORAGE
A107
ACT - 1
8' - 6"
ACT - 1
8' - 0"
GWB
9' - 0"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
9' - 0"
ACT - 1
9' - 0"
ACT - 1
9' - 0"
ACT - 1
8' - 6"
ACT - 1
8' - 0"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
8' - 6"
ACT - 1
9' - 0"
ACT - 1
8' - 6"
ACT - 1
9' - 0"
ACT - 1
9' - 0"
ACT - 1
8' - 0"
ACT - 1
8' - 0"
GWB
8' - 0"
ACT - 1
9' - 0"
3
A33.01
3
A33.01
2
A33.01
2
A33.01
1
A33.01
1
A33.01
6'-0
"
5'-0"
6'-0
"
ELEC
D104
PUB TLT
E101
GWB
8' - 11"
GWB
8' - 11"
GWB
8' - 11"
GWB
8' - 11"
GWB
8' - 5"
GWB
8' - 6"
EQ
EQ
EQ EQ
EQ EQ
EQ
EQ
GWB
10' - 0"
10
A71.01
10
A71.01
EQ
EQ
11
A71.01
11
A71.01
MEZZANINE ACCESS PANEL;VERIFY SIZE W/OWNER
ALI
GN
TY
P
1'-3
"
EQ EQ
EQ
EQ
GWB
9' - 0"
EQ EQ
EQ EQ
1'-8
"
10"
10 1
/4"
10"
10"
EQ EQ
EQ
EQ
10"
10"
1'-6
"
10"
10"
1'-3"
1'-3
"
EQ EQ
EQ
EQ
EQ EQ
EQ
EQ
EQ
EQ
2'-0
"
2"
ALIGN
ALIGN
ALI
GN
ALI
GN
ALI
GN
ALIGN
ALIGN
ALIGN
GWB4' - 0"
EQ EQ
EQ
2'-4"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
1'-1
"
EQEQ
EQ EQ6"6"
ALI
GN
• ARCHITECTURAL RCP PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR DETAILED SCOPE OF SYSTEMS. NOTIFY ARCHITECTOF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
• CENTER ALL CEILING FIXTURES IN CEILING TILE, UNLESS NOTED OTHERWISE.• REFER TO STRUCTURAL SHEETS FOR SEISMIC REQUIREMENTS• SEISMIC BRACE ALL CEILING HUNG EQUIPMENT, SOFFITS AND ACOUSTICAL CEILINGS.• REFER TO FINISH PLAN & FINISH SCHEDULE FOR MANUFACTURER, STYLE, COLOR, ETC.• DROP CEILING SHALL BE PER CODE AND HAVE SEISMIC RESTRAINTS.• ALL DRAFT STOPS SHALL BE PER CODE IN FLOOR CEILING ASSEMBLIES AND FIRE BLOCKING SHALL
BE REQUIRED PER CODE IN WALL ASSEMBLIES PER CODE.
RECESSED DOWNLIGHT
RECESSED TROFFER, 2X2
UNDERCABINET LIGHT
WALL MOUNTED VANITY LIGHT
2X2 SUPPLY AIR GRILLE
2X2 RETURN AIR GRILLE
2X2 EXHAUST GRILLE
CEILING-MTD LIGHT
SUSPENDED LINEAR LIGHT
WALL MOUNTED LIGHT
CUBICLE CURTAIN TRACK
WALL MOUNTED LIGHT
ACOUSTICAL CEILING TILE
GYPSUM WALL BOARD CEILING
RECESSED TROFFER, 2X4
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A22.01
REFLECTED CEILINGPLAN - MAIN LEVEL
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/4" = 1'-0"1
CEILING PLAN - LEVEL MAIN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
REFLECTED CEILING PLAN NOTES
REFLECTED CEILING PLAN LEGEND
A
03
A23.0135
4
6
A23.017
CUBICLE CURTAIN
4'-0"
4'-1
0 1/
2"
CL
CUBICLE CURTAIN &TRACK, CC-1 & CC-2
SHARPS DISPOSAL, HS-1
TOOL RAIL, WU-1
4'-10"
4'-0
"10
"
(2) CHAIRBRACKETS, CV-5A
2'-0
"
COMPUTERSTATION; TOP: SOL-1
HAND SANI., DH-1
FURNITURE BYTENANT, TYP
2'-5 1/2"CL
PLAM-2, TYP
SOL-1
10
A71.21
PTD MDF WINDOWSILL, TYP: P-2
INSULATE EXPOSEDPLUMBING, TYP.
2" RADIUS, TYP
3'-6
"
GLOVES, GL-1
PT DISP, PT-2
SOAP, DS-1
OPENTRASH, TR-2
INTEGRAL SOL.SURF. SINK: S-3
PLAM-1, TYP
SOL-1
1
A71.21
5
A71.21
3'-0
"1'
-9"
4
A71.21
A
03
ACT - 1
8' - 6"
3'-6"
4'-0
"
1'-1
"
EQ EQCUBICLECURTAIN TRACK
1'-10 5/8"
1'-8
" 1'-1
"
1'-6 1/2"
COUNTERTOP SWIVELS OVERPRINTER CABINET
PRESCRIPTION PRINTER CABINET
R 3
"
2'-3
"
A B
01
A23.01
13
10
11
12
4'-0"
R 2
' - 0
"
2'-0
"
3'-9"
A B
01
4'-3"
4'-0
"
8"
1'-10"
ACT - 1
8' - 6"
INSULATE EXPOSEDPLUMBING, TYP
3'-6
"
BASE PER FINISHSCHEDULE
2'-6
"
WALL-MT MONITOR
3'-8
"
UC LTG, TYP
OPEN
CUBICLE CURTAIN &TRACK, CC-1 & CC-2
GLOVES, GL-1
SOAP, DS-1
PT DISP, PT-2WALL PHONE
INTEGRAL SOL.SURF. SINK: S-3
PLAM-1, TYP
SOL-1
TRASH, TR-2
5
A71.21
1
A71.22
3'-0
"1'
-9"
4
A71.21
WRAP BASE AROUNDBOTTOM OF PANEL
SHARPS, HS-1
12
A71.21
7'-0
"
EQ EQ
PLAM-1
4'-0
"
4'-1
0"
3'-5"
TOOL RAIL, WU-1
PROCEDURE TABLE, TP-1
PTD MDF WINDOWSILL, TYP: P-2
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A23.01
ENLARGED PLANS &ELEVATIONS -TYPICAL EXAMROOM, TREATMENTROOM
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/2" = 1'-0"1
ENLARGED PLAN - TYP. EXAM RM 1/4" = 1'-0"
3TYP. EXAM ROOM - EAST
1/4" = 1'-0"4
TYP. EXAM ROOM - NORTH
1/4" = 1'-0"5
TYP. EXAM ROOM - WEST
1/4" = 1'-0"6
TYP. EXAM ROOM - SOUTH
1/2" = 1'-0"2
ENLARGED CEILING PLAN - TYP. EXAM RM
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
3/4" = 1'-0"7
ENLARGED PLAN - TYP. EXAM WKSTN
1/2" = 1'-0"8
ENLARGED PLAN - TREATMENT RM
1/2" = 1'-0"9
ENLARGED CEILING PLAN - PROCEDURE RM
1/4" = 1'-0"13
TREATMENT - SOUTH
1/4" = 1'-0"10
TREATMENT - EAST
1/4" = 1'-0"11
TREATMENT - NORTH
1/4" = 1'-0"12
TREATMENT - WEST
C D
03
X-RAY &
CONTROL
D102 A23.03
6
5
8
7
A23.03
9
W11
W10
135°
5'-10 1/4"
2'-0
"
2'-4 1/4"
DRESSING AREA
2'-8
"3'
-0"
CLR
1 '-6
7/8
"
CLR
2'-8
"
1'-6"
R 2"
EQ
EQ
EQ
3'-4 7/8"
CUBICLE CURTAIN &TRACK, CC-1 & CC-2
HAND SANI
MIRROR, MR-2
CLR
2'-8" 3'-0"
3'-0
"1'
-6"
3'-0
"
NO UC LIGHT
2" RADIUS, TYP
X-RAY GENERATOR
2'-8"CL
CL
4'-0
"
PLAM-2, TYP
9
A71.21
1
A71.21
X-RAY EQUIP., XR-1
INSULATE EXPOSEDPLUMBING, TYP
OPEN TOCONTROL
SOAP, DS-1
PT DISP, PT-2
GLOVES, GL-1
S-1
1'-9"
4'-8
"3'
-0"
NO UC LIGHT
SCRIBE1 1/2"
X-RAY EQUIP., XR-1
1
A71.21
1'-8" 1'-0"
4'-0
"1'
-0"
CL
CL
CL CL
(2) COAT HOOKS, CK-1
CUBICLE CURTAIN &TRACK, CC-1 & CC-2
C D
03
6'-0
"
6'-0
1/4
"
5"
2'-0
"
2'-6
"
2'-0"
OPEN CABINETFOR CASSETTE CHARGER
(VERIFY)
OPEN
GROMMET IN COUNTERTOP
PLAM-2, TYP
X-RAY EXPOSURE SWITCH
40" MIN
NOTE:
LEAD LINED GWB
IMAGING ROOMCONTROL ROOM
LEAD THICKNESS PER RADIATIONPROTECTION REPORT - BY OTHERS
2"
1/2" 1/2"
WALL PER PLAN
NOTE:
LEAD THICKNESS PER RADIATIONPROTECTION REPORT - BY OTHERS
IMAGING ROOM
CONTROL ROOM
WA
LL P
ER
PLA
N
1/2"
1/2"
LEAD LINED METAL FRAME
APPLIED 1" X 5/8" HM STOP
LEAD-LINED GWB
SEALANT, TYP.
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A23.03
ENLARGED PLANS &ELEVATIONS -X-RAY
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/2" = 1'-0"1
ENLARGED PLAN - X-RAY 1/4" = 1'-0"
5X-RAY - EAST
1/4" = 1'-0"6
X-RAY - NORTH
1/4" = 1'-0"7
X-RAY - WEST
1/4" = 1'-0"8
X-RAY - SOUTH
1/4" = 1'-0"2
X-RAY RCP
1/4" = 1'-0"9
X-RAY CONTROL - NORTH
TENANT IMPROVEMENT - RELITE SCHEDULE
TYPE WIDTHSILL
HEIGHTHEAD
HEIGHTJAMB
DETAILHEAD
DETAIL COMMENTS
W10 4' - 0" 3' - 0" 7' - 0" 8 / A23.03 9 / A23.03 LEAD-LINED; SEE SPEC 130900
W11 2' - 6" 3' - 0" 7' - 0" 8 / A23.03 9 / A23.03 LEAD-LINED; SEE SPEC 130900
Grand total: 2
3" = 1'-0"4
LEAD-LINED RELITE HEAD DETAIL
3" = 1'-0"3
LEAD-LINED RELITE JAMB DETAIL
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
FE
C
FE
C
A B C D E
01
02
03
04
EXAM 3
A106
EXAM 2
A105
EXAM 1
A104
CLEAN
STORAGE/ EQUIP
A103
EXAM 6
D107
EXAM 5
D106
EXAM 4
D105
BREAKROOM
A109
STF TLT
A108
IT
A110
OFFICE
A102
TREATMENT
A101
WHEELCHAIR
STORAGE
B100A
RECEPTION
B103
WAITING AREA
B101
PAT TLT
C101
CONSULT
C104
LAB/ BLOOD
DRAW
C102 CLEAN / MEDS
D101
PUB TLT
B104
X-RAY &
CONTROL
D102
WORKSTATIONS
D103
MEETING RM/
FUTURE EXAMS
E100
HALLWAY
A100
HALLWAY
C100
HALLWAY
C103
HALLWAY
D100
SOILED
C106
HSKPG
C105
VITALS
C100A
OFFICE
STORAGE
A107
ENTRY
B100
CV-1
RF-2
FR-1
RF-3
TA-2
TA-3
TA-3
TA-3TA-3
CV-3
CH-1 CH-1
CH-1
CC-1
CC-2
CC-1CC-2
SC-1
CP-2
PR-1PR-1
BA-1
CK-1
DT-1
DS-1
PT-1
DS-3
DS-2
MR-1
GB-2
GB-1GB-3
TR-1
DH-1
AU-1
PT-1DS-1
HS-1
GL-1
SP-1
WH-1WH-2
CC-1
CC-2
GL-1
HS-1
DS-1
PT-1
DS-1
GL-1
CH-1
CH-1 CH-1 CH-1 CH-1 CH-1 CH-1
TE-1
TP-1
DS-1
HS-1
GL-1
MN-1
ST-1
ST-1
DS-1
DH-1
DH-1
HS-1
WU-1
TR
-2
OF
-2
OF
-2
OF
-2
OF
-2
OF
-2
OF
-2
PR-3
CV-5 CV-5
CV-6 CV-6
CV-6CV-6
CV-6 CV-6
MR-2
CW
-2
TR
-2
WA-1
CD-1
SD-1
DH-1
DH-1
DH-1
DS-1
CK
-1
CK
-1
CC-1
CC-2
PH-1
CK-1
DT-1
DS-1
PT-1DS-3
DS-2
MR-1
GB-2GB-1
GB-3
TR-1DH-1
GB-2GB-1
GB-3DS-1MR-1
CK
-1 DS-2
DT-1
PT-1TR-1
DS-3
DH-1
AE-1
EK-1
HK-1
LH-1ME-1
MO-1
MW-1
RF-1
CV-5A CV-5A
SA-1
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
PT-2
CV-1 CV-1
CV-1
CV-1 CV-1
CV-1
CV-1 CV-1 CV-1
CV-1
CV-1
DS-1
DS-1
PT
-1
MR-1
TR
-1
DS-3
CK-1DT-1DS-2
GB-1
GB
-2
GB-3
PUB TLT
E101
ELEC
D104
SH-1 SH-1
TK-1
WC-1
WC-1 WC-1 WC-1 WC-1 WC-1
WC-1
WC-1
WC-1WC-1
WC-1
WC-1
WC-1
BN
-1
BA-1
CN-1
SB-1
GL-1
PR-2
REFER TO EQUIPMENT LAYOUT IN EXAM 1[A104] FOR TYPICAL EQUIPMENT LAYOUT
OF ALL EXAM ROOMS
CK-1(8)
TV-1
TV-1
WU-1
CV-1CV-1
OF
-2
OF
-2
CO-1 CO-1
CO-1
CO-1
CO-1
CO-1
CO-1
CO-1CO-1CO-1CO-1CO-1CO-1
CO-1
XR-1
CH-1
CV-1
CO-1
PR-1
HS-1
MG-1
VINYL WINDOW - SEE SHELL &CORE DRAWINGS
1
1
INTERIOR EXTERIOR
WINDOW COVERING PERSPECIFICATION, MOUNT
CLOSE TO WINDOW
GWB WINDOW HEAD
NOTE: THIS DRAWING IS FOR WINDOWCOVERING INSTALLATION REFERENCEONLY. SEE SHELL & CORE WINDOWHEAD DETAILS FOR CONSTRUCTION.
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
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W, W
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8365
2012240.00
CONSTRUCTION SET
01/22/2016
A25.01
EQUIPMENT PLAN
PO
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MO
B
89 B
RE
AK
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LA
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1/4" = 1'-0"1
FLOOR PLAN - LEVEL MAIN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
3" = 1'-0"2
TYP. WINDOW HEAD W/WINDOW COVERING
• FOR ITEMS LABELED "OFOI", "OFCI", OR "CFOI", "O"REFERS TO THE TENANT RATHER THAN THEBUILDING OWNER, EXCEPT WHEN THAT ITEM ISPART OF THE CORE AND SHELL CONSTRUCTION, INWHICH CASE "O" SHALL REFER TO THE BUILDINGOWNER.
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A25.02
EQUIPMENTSCHEDULE
PO
RT
LU
DL
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MO
B
89 B
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AK
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LA
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EQUIPMENT SCHEDULE
TAG DESCRIPTION MANUFACTURER MODEL # ORIGINFURN /
INSTALLPOWER/DATA (V)
BACKINGREQ.
PLUMB.REQ.
DIMENSIONS (IN)
NOTESH W D
AE-1 AED DEFIBRILLATOR PHILIPS NEW OFCI NO
AU-1 AUTOCLAVE RITTER BY MIDMARK M9 NEW OFCI PWR/DATA WATER 15.8 15.3 20.4
BA-1 BABY CHANGING STATION KOALA KARE KB110-SSWM, WALL-MTD. NEW CFCI NO YES
BN-1 BENCH, FREESTANDING TO BE DETERMINED NEW OFOI NO
CC-1 CUBICLE CURTAIN APEX / ARCHITEX RX FABRIC TO BE DETERMINED NEW OFOI NO
CC-2 CUBICLE CURTAIN TRACK APEX NEW CFOI NO
CD-1 CHEMICAL DISPENSER SPARTAN CLEAN ON THE GO DISPENSER NEW OFCI NO YES
CH-1 OFFICE CHAIR, TASK HON IGNITION NEW OFOI NO
CK-1 COAT HOOK BOBRICK B-671, BR. POL. SS NEW CFCI NO YES
CN-1 CENTRIFUGE VANGUARD COMPACT CENTRIFUGE NEW OFCI PWR 9" 11" 12"
CO-1 COMPUTER, DESKTOP TO BE DETERMINED NEW OFOI PWR/DATA
CP-2 COPIER/PRINTER, LARGE HP HP601N EXISTING OFOI PWR/DATA
CV-1 CHAIR-GUEST TO BE DETERMINED NEW OFOI NO
CV-3 CHAIR, GUEST, BARIATRIC TO BE DETERMINED NEW OFOI NO
CV-5 CHAIR-GUEST, EXAM WIELAND PLYFOLD FOLDING CHAIR NEW OFOI NO
CV-5A CHAIR BRACKET WIELAND PLYFOLD SMART RAIL 7170003 NEW OFCI NO YES 5 1/2 23 1/2 3
CV-6 CHAIR-STAFF BREAKROOM TO BE DETERMINED NEW OFOI NO
CW-2 COMPUTER-WALL MOUNT TO BE DETERMINED NEW OFCI PWR/DATA YES
DH-1 HAND SANITIZER GOJO PURELL DISPENSER NEW OFCI NO YES 10 5/8 6 4
DS-1 SOAP DISPENSER GOJO NEW OFCI NO YES
DS-2 SANITARY WASTE DISPOSAL BOBRICK B-270 SURFACE-MTD. DISPOSAL NEW CFCI NO YES TYP. TO ALL TOILET RMS
DS-3 SEAT COVER DISPENSER BOBRICK B-4221 SURFACE-MTD DISPENSER NEW CFCI NO YES TYP. TO ALL TOILET RMS
DT-1 TOILET PAPER DISPENSER BOBRICK B-2888 SURFACE-MTD. MULTI ROLL DISP. NEW CFCI NO YES TYP. TO ALL TOILET RMS
EK-1 EKG ON PORTABLE COW MIDMARK NEW OFCI PWR 42 22 25
FR-1 FREEZER, MEDS FOLLETT FZR4P NEW OFCI PWR/DATA 35 24 24 TEMP CONTROL & LOCK
GB-1 GRAB BAR, 18" BOBRICK NEW CFCI NO YES
GB-2 GRAB BAR, 36" BOBRICK NEW CFCI NO YES
GB-3 GRAB BAR, 42" BOBRICK NEW CFCI NO YES
GL-1 GLOVE BOX HOLDER BOWMAN GS-060 NEW OFCI NO YES 22.32 10 3.81
HK-1 HOUSEKEEPING CART RUBBERMAID NEW OFOI NO 38 20.5 45 MOP HANDLE INCREASES HEIGHT TO 62"
HS-1 SHARPS CONTAINER BD 305096 NEW OFCI NO YES
LH-1 SOILED LINEN HAMPER MEDLINE NEW OFOI NO 40 15 15
ME-1 MEDICAL WASTE CONTAINER NEW OFOI NO 15 15
MG-1 MAGAZINE RACK TO BE DETERMINED OFCI NO YES
MN-1 MONITOR, WALL-MT TO BE DETERMINED NEW OFCI PWR YES
MO-1 MOP RACK BOBRICK B-223 X36, 36" NEW CFCI NO YES
MR-1 MIRROR, TOILET ROOM BOBRICK B-165 2436, 24"X36" NEW CFCI NO YES
MR-2 MIRROR, FULL-LENGTH BOBRICK B-165 2460, 24"X60" NEW CFOI NO YES 33 19 20
MW-1 MICROWAVE GE JES1460DS NEW OFCI PWR 12 7/8 21 7/8 17 1/4
OF-2 DESK PEDESTAL, BBF HON MANUF. #HON33723RQ NEW OFOI NO 28 15 22 7/8 LIGHT GRAY
PH-1 PHLEBOTOMY CHAIR TO BE DETERMINED NEW OFCI NO
PR-1 PRINTER, DESKTOP HP M605 LASERJET NEW OFOI PWR/DATA
PR-2 PRINTER, LABEL TO BE DETERMINED NEW OFOI PWR/DATA
PR-3 PRINTER, PRESCRIPTION TO BE DETERMINED NEW OFOI PWR/DATA
PT-1 PAPER TOWEL DISPENSER-AUTO GEORGIA PACIFIC ENMOTION 59460 DOUBLE ROLL NEW OFCI NO YES 16 3/4 14.8 11.88 BATTERY-POWERED; TYP ALL TOILET RMS
PT-2 PAPER TOWEL DISPENSER-AUTO GEORGIA PACIFIC ENMOTION 59487 SINGLE ROLL NEW OFCI NO YES 13.3 14.8 9.75 BATTERY-POWERED
RF-1 REFRIGERATOR, FULL-SIZE GE GTS18GBE TOP-FREEZER REFRIG. NEW OFCI PWR 67 3/8 30 3/4 30 1/2
RF-2 REFRIGERATOR, MEDS FOLLETT REF4P NEW OFCI PWR/DATA 35 24 24 TEMP CONTROL & LOCK
RF-3 REFRIGERATOR, SPECIMEN SUMMIT AL650 UNDERCOUNTER REFRIG. NEW OFCI PWR 32 23.63 23.5
SA-1 SAW, CAST STRYKER 886 PLASTER VAC NEW OFOI NO PORTABLE
SB-1 STORAGE BINS TO BE DETERMINED NEW OFOI NO 10 10 12
SC-1 SCALE, STANDARD BEFOUR MEDICHOICE SCAL31MC NEW OFCI NO 42 22 25 BATTERY-POWERED
SD-1 STADIOMETER TO BE DETERMINED NEW OFCI NO YES 19 20
SH-1 SHELVING, FREESTANDING TO BE DETERMINED NEW OFOI NO
SP-1 SPECIMEN PASS-THRU BOBRICK B-505 NEW CFCI NO
ST-1 EXAM STOOL MCKESSON 885301 SELECT NEW OFOI NO 21 21
TA-2 TABLE, STAFF TO BE DETERMINED NEW OFOI NO
TA-3 TABLE, END TO BE DETERMINED NEW OFOI NO
TE-1 EXAM TABLE RITTER BY MIDMARK 222 NEW OFOI PWR 28.5 18"-37" 75 LENGTH W/FOOTREST EXTENDED
TK-1 TACKBOARD TO BE DETERMINED FRAMED, APPROX. 30"H X 48"W NEW OFCI NO YES 30 48
TP-1 PROCEDURE TABLE TO BE DETERMINED NEW OFOI NO CONFIRM POWER NEEDS
TR-1 TRASH CAN TO BE DETERMINED NEW OFOI NO
TR-2 TRASH CAN W/LID, CLINICAL TO BE DETERMINED NEW OFOI NO 30 18 18
TV-1 TV TO BE DETERMINED NEW OFOI PWR/DATA YES SIZES TO BE DETERMINED
WA-1 WATER DISPENSER, COUNTERTOP OASIS ONYX SERIES - POU1CCTHS NEW OFCI PWR WATER 17 7/8 12 1/2 14
WC-1 WINDOW COVERING SEE SPEC ROLLER SHADE, MANUAL NEW CFCI NO SEE EQUIPMENT PLAN FOR LOCATIONS
WH-1 WHEELCHAIR, STD TO BE DETERMINED NEW OFOI NO
WH-2 WHEELCHAIR, BARIATRIC TO BE DETERMINED NEW OFOI NO
WU-1 WALL UNIT / TOOL RAIL WELCH ALLYN DIAGNOSTIC NEW OFCI YES YES 9 18 4
XR-1 X-RAY EQUIPMENT PHILLIPS NEW OFOI PWR/DATA YES SEE MANUF. REQUIREMENTS FOR PWR, DATA , BACKING & LEAD SHEILDING
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
GENERAL EQUIPMENT NOTES
PARKING LEVEL-11' - 6"
MAIN LEVEL0"
A B C D E
CLEAN
STORAGE/ EQUIP
A103
HALLWAY
A100
PAT TLT
C101
LAB/ BLOOD
DRAW
C102
HALLWAY
C103
HSKPG
C105
MECHANICAL
MEZZANINE
E200
HALLWAY
D100
PARKING
000
SOILED
C106
A02.011
PARKING LEVEL-11' - 6"
MAIN LEVEL0"
01 02 03 04
TREATMENT
A101
HALLWAY
A100
PARKING
000
WHEELCHAIR
STORAGE
B100A
PARKING LEVEL-11' - 6"
MAIN LEVEL0"
01 02 03 04
WAITING AREA
B101
HALLWAY
C100
WORKSTATIONS
D103
PARKING
000
HSKPG
C105
CONSULT
C104
X-RAY &
CONTROL
D102
VITALS
C100A
MECHANICAL
MEZZANINE
E200
2" / 12"
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
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W, W
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2012240.00
CONSTRUCTION SET
01/22/2016
A33.01
BUILDING SECTION
PO
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B
89 B
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LA
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1/8" = 1'-0"3
BUILDING SECTION - EAST TO WEST @ MECH. MEZZ.
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
1/8" = 1'-0"1
BUILDING SECTION - NORTH TO SOUTH @ GRID B
1/8" = 1'-0"2
BUILDING SECTION - NORTH TO SOUTH @ MECH. MEZZ.
REVISION SCHEDULE
1A (SINGLE FLUSH)
F.F.
SEE SCHED
1B (SINGLE NARROW-LITE)
SEE SCHED
4" 8"
SE
E S
CH
ED
SE
E S
CH
ED
3'-7
"2'
-1"
1C (SINGLE FULL-GLASS)
SEE SCHED
SE
E S
CH
ED
4" 4"
4"1'
-0"
1D (SINGLE FLUSHW/UNDERCUT BOTTOM)
SEE SCHED
SE
E S
CH
ED
1E (SINGLE W/ LEAD LINING)
SEE SCHED
SE
E S
CH
ED
F1
2"
2"
2"
DOOR WIDTH
F.F.
DO
OR
HE
IGH
T
WALL DIMENSIONPER ASSEMBLY
1/2"
HOLLOW METAL FRAME
DOOR AS SCHEDULED
DOOR HEADER PERSTRUCTURAL
1/2"
5/8"
2"
1 15/16" 1 15/16"
WA
LL D
IME
NS
ION
PE
R A
SS
EM
BL
Y
1/2"
HOLLOW METAL FRAME
DOOR ASSCHEDULED
1/2"
5/8"2"
4 1/2"
LINE OFADJACENT WALL
1 15
/16"
1 15
/16"
PLAN VIEW
WALL DIMENSIONPER ASSEMBLY
1/2"
HOLLOW METAL FRAME
DOOR AS SCHEDULED
DOOR HEADER PERSTRUCTURAL
1/2"
5/8"
2"
1 15/16" 1 15/16"
LEAD LINING LOCATIONAT LEAD LINED DOORWHERE OCCURS
WA
LL D
IME
NS
ION
PE
R A
SS
EM
BL
Y
1/2"
HOLLOW METAL FRAME
DOOR AS SCHEDULED
1/2"
5/8"2"
4 1/2"
LINE OFADJACENT WALL
1 15
/16"
1 15
/16"
PLAN VIEW
LEAD LINING LOCATIONAT LEAD LINED DOORWHERE OCCURS
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
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SO
N H
EA
LT
HC
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2012240.00
CONSTRUCTION SET
01/22/2016
A60.01
DOOR SCHEDULE/TYPES/ DETAILS
PO
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MO
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89 B
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LA
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TENANT IMPROVEMENT - DOOR SCHEDULE
DOOR
NUMBER
ROOM DOOR FRAME
FIRE
RATING
HARDWARE
GROUP COMMENTSNUMBER NAME TYPE MATERIAL FINISH GLAZING HEIGHT WIDTH THICKNESS TYPE MATERIAL FINISH
HEAD
DETAIL
JAMB
DETAIL
MAIN LEVEL
A101A A101 TREATMENT 1A WD-1 SEE SPEC - 7' - 0" 3' - 6" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
A102A A102 OFFICE 1B WD-1 SEE SPEC GL-1 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #10
A103A A103 CLEAN STORAGE/ EQUIP 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
A104A A104 EXAM 1 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
A105A A105 EXAM 2 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
A106A A106 EXAM 3 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
A107A A107 OFFICE STORAGE 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07A
A108A A108 STF TLT 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 GROUP #16
A109A A109 BREAKROOM 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #11
A110A A110 IT 1D WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #13
B104A B104 PUB TLT 1A WD-1 SEE SPEC - 7' - 0" 3' - 6" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #15
C101A C101 PAT TLT 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 GROUP #16
C102A C102 LAB/ BLOOD DRAW 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #12
C103A C103 HALLWAY 1C WD-1 SEE SPEC GL-1 7' - 0" 3' - 6" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07B
C104A C104 CONSULT 1B WD-1 SEE SPEC GL-1 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #08
C105A C105 HSKPG 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #13A
C106A C106 SOILED 1B WD-1 SEE SPEC GL-1 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #09
D101A D101 CLEAN / MEDS 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
D102A D102 X-RAY & CONTROL 1E WD-1 SEE SPEC - 7' - 0" 4' - 0" 1 3/4" F1 HM P-2 3 / A60.01 4 / A60.01 - GROUP #17 LEAD-LINED
D105A D105 EXAM 4 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
D106A D106 EXAM 5 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
D107A D107 EXAM 6 1A WD-1 SEE SPEC - 7' - 0" 3' - 0" 1 3/4" F1 HM P-2 1 / A60.01 2 / A60.01 - GROUP #07
DOOR TYPES FRAME TYPES
3" = 1'-0"1
TYP. DOOR HEAD
3" = 1'-0"2
TYP. DOOR JAMB
3" = 1'-0"3
LEAD-LINED DOOR HEAD
3" = 1'-0"4
LEAD-LINED DOOR JAMB
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
SD
CL
FS
N.C
.
TCLFA
ME
S
N.C
.
DPTD
TYPICAL MOUNTING HEIGHTS @ WALL CONDITION (U.N.O.)
(NU
RS
E C
ALL
PU
LL S
TA
TIO
N)
FIR
E A
LA
RM
PU
LL
DIM
SW
ITC
H
(HA
ND
SA
NIT
IZE
R/
SO
AP
DIS
PE
NS
ER
)
FIRESTROBE
CLO
CK
F.F.
SH
AR
PS
(NU
RS
E C
ALL
DU
TY
ST
AT
ION
)
TH
ER
MO
ST
AT
DA
TA
PO
WE
R
(WA
LLP
HO
NE
)
PA
PE
R T
OW
EL
DIS
PE
NS
ER
GLO
VE
BO
X H
OL
DE
R
PO
WE
R
DA
TA
PO
WE
RD
AT
A
TYPICAL MOUNTING HEIGHT FOR FIRE EXTINGUISHER (U.N.O.)
T.O
.K
EY
BO
AR
DW
OR
KS
TA
TIO
N
FEC
18"
48"
44"
78"84
"
34"
LOCATE FLUSH LEVERAWAY FROM WALL
CL
PLAN - WATER CLOSETFRONTSIDE
CL
CL
VERTICALGRAB BAR
CL
CL
PLAN - TOILET STALL
CL
ALTERNATEDOOR LOCATION
ANSI 117.1-2003: 305.3, 604
TOILET PARTITIONS
TOILET SEATCOVER DISPENSER
TOILET PAPERDISPENSER
SANITAR NAPKINDISPOSAL
ALIGNWALL MOUNTED
GRAB BARS W/SUPPORT BACKING
33"
TO
36"
17"
TO
19"
24" MIN
36" MIN.
33"
TO
36"
12"MIN.
1 1/
2"M
IN.
60" MIN. CLR.
59"
MIN
. CLR
.
(FLO
OR
MO
UN
TE
D)42" 12"
MAX.
39" TO 41"
39"
TO
41"
18"
MIN
.
7" TO 9" 18"MIN.
18"
19"
MIN
.
60" MIN. CLR.
59"
MIN
. CLR
.
(FLO
OR
MO
UN
TE
D)
18"
4"
4"
WALL MOUNTEDGRAB BARS W/SUPPORT BACKING
WALL MOUNTEDGRAB BARS W/SUPPORT BACKING
SD
RIM
CONTROLS
30x48
INSULATION WRAPHOT WATER SUPPLY
& DRAIN PIPES
SIDE FRONT PLAN
CLEAR SPACE
CL
ANSI 117.1-2003: 305.3, 606.1
SOAP DISPENSER(SD)
INSULATION WRAPHOT WATER SUPPLY
& DRAIN PIPES
34"
MA
X.
44"
MA
X
17"
MIN
. 25
" M
AX
.T
OE
SP
AC
E
18" 18"
36"MIN. CLR
6" MAX.
8" MIN.
9" M
IN.
FRONT
ANSI 117.1-2003: 308
ROBE/TOWELHOOK
48"
UN
O
FRONT
ANSI 117.1-2003: 305.3
29"
WALL MOUNTEDBABY CHANGINGSTATION
Tag Type Manufacturer Product Notes
PLUMBING FIXTURE LEGEND
SIN
KS-1 LAVATORY SINK
S-2
S-3
FA
UC
ET
F-1
F-2
F-3
WA
TE
RC
LO
SE
T
WC-1
S-4
INTEGRAL SOLIDSURFACE SINK
INTEGRAL SOLIDSURFACE SINK
WC-2 FLOOR-MOUNTED ADA HEIGHT BARIATRIC WATER CLOSET, OPEN-FRONT SEATCOLOR: WHITE; SEE MECHANICAL DRAWINGS
CORIAN
CORIAN
804 LARGE KITCHEN SINK, 17-1/2" X 17-1/2", SEAMED UNDERMOUNT, ORAPPROVED EQUAL. COLOR: BONE
850 DOUBLE KITCHEN SINK, SEAMED UNDERMOUNT, OR APPROVED EQUALCOLOR: BONE
CLEAN/MEDS RM.
TOILET RMS, X-RAY
S-5 MOP SINK
INTEGRAL SOLIDSURFACE SINK
CORIAN 871 DOUBLE KITCHEN SINK, 23" X 17-3/4", SEAMED UNDERMOUNT, ORAPPROVED EQUAL. COLOR: BONE
BREAKROOM
TOILET RMS, X-RAY
HOUSEKEEPINGMOP FAUCET
EYE WASH IN LAB
LAVATORY FAUCET
STANDARD FAUCET
WATER CLOSET
WATER CLOSET-BARIATRIC
TO BE DETERMINED
TO BE DETERMINED
HOUSEKEEPING
SEE MECHANICAL DRAWINGS
SEE MECHANICAL DRAWINGS
SEE MECHANICAL DRAWINGS
SEE MECHANICAL DRAWINGS
SEE MECHANICAL DRAWINGS
SEE MECHANICAL DRAWINGS
PUBLIC TOILET B104
EXAMS, TREATMENT, LAB,SOILED
TOILET RMS
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JEF
FE
RS
ON
HE
AL
TH
CA
RE
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A70.00
MOUNTING HEIGHTS& CLEARANCEREQUIREMENTS ATPLUMBINGFIXTURES &ACCESSORIES
PO
RT
LU
DL
OW
MO
B89
BR
EA
KE
R L
AN
E
1/4" = 1'-0"
ACCESSIBLE MOUNTING HEIGHTS 1/4" = 1'-0"
1ACCESSIBLE WATER CLOSET
1/4" = 1'-0"2
WALL-HUNG LAVATORY 1/4" = 1'-0"
3COAT/ROBE/TOWEL HOOKS
1/4" = 1'-0"4
BABY CHANGING STATION
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
12" = 1'-0"
PLUMBING FIXTURE LEGEND
SD
CL
FS
N.C
.
TCLFA
ME
S
N.C
.
DPTD
TYPICAL MOUNTING HEIGHTS @ WALL CONDITION (U.N.O.)
(NU
RS
E C
ALL
PU
LL S
TA
TIO
N)
FIR
E A
LA
RM
PU
LL
DIM
SW
ITC
H
(HA
ND
SA
NIT
IZE
R/
SO
AP
DIS
PE
NS
ER
)
FIRESTROBE
CLO
CK
F.F.
SH
AR
PS
(NU
RS
E C
ALL
DU
TY
ST
AT
ION
)
TH
ER
MO
ST
AT
DA
TA
PO
WE
R
(WA
LLP
HO
NE
)
PA
PE
R T
OW
EL
DIS
PE
NS
ER
GLO
VE
BO
X H
OL
DE
R
PO
WE
R
DA
TA
PO
WE
RD
AT
A
TYPICAL MOUNTING HEIGHT FOR FIRE EXTINGUISHER (U.N.O.)
T.O
.K
EY
BO
AR
DW
OR
KS
TA
TIO
N
FEC
18"
48"
44"
78"84
"
34"
2'-6"
9
A71.01
2'-6"
CL
2'-6
"3'
-6"
2'-6
"
PWR & DATARECEPTACLES, TYP
CORNER GUARDS, TYP
QTZ-1
DECORATIVEPENDANTS, SEEELEC.
OPEN TORECEPTION
QTZ-1
PLAM-4, RUN PATTERNHORIZONTALLYP-LAM PANELS
MITERED AT CORNER
5'-0"EQ
3
A71.01
ALL EXPOSEDSURFACES: P-6
P-1
ALIGNEXTERIOR CANOPY
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
4'-0
"
WHEELCHAIR ALCOVE
OPEN TOHALL
GWB CLG
CORNER GUARD, TYP
BLDG. EXTERIOR
TP DISP, DT-1
42" GRAB BAR, GB-3
18" GRAB BAR, GB-1
SANITARY WASTE
9" 1'-0"
INSULATE EXPOSEDPLUMBING, TYP
SEAT COVERDISP, DS-3
PT DISP, PT-1
36" GRAB BAR,GB-2
3'-6"
S-1, TYP
MIRROR, MR-1, TYP
VANITY LIGHT
7'-0
"
CL
BARIATRICTOILET
T-3, TYP ALL WALLS
T-2, TYP ALL WALLS
T-2, 50% OFFSET,TYP ALL WALLS
T-4, TYP ALL WALLS
BABY CHANGINGSTATION, BA-1
SOAP, DS-1HAND SANITIZER, DH-1
1'-2"CL
GFCI, TYP
2'-4"CLCL
7
A71.01
COATHOOK, CK-1
3'-1
0"
CL
1'-2"
1'-2"CL
3'-0
"
QTZ-1
PLAM----
1"
3
A71.22
MAGAZINE RACK,MG-1
SIGNAGE, TENANT FURNISHED & INSTALLED;CONTRACTOR TO PROVIDE BACKING, DIMS SHOWN.
6'-0
"
3'-0
"
5'-6"
COMPOSITE WALL PANELS, CWP-1, ONBACK WALL ONLY; SEE FINISH PLAN FOREXTENTS. CUT PANELS TO 6'-0" LONG ASSHOWN.
6'-0"
EQ EQ
P-1
BASE PER FINISHSCHEDULE
2'-5
"
LARGE COPIER/PRINTER,CP-2
PRINTER
BASE PER FINISHSCHEDULE, TYP
OPEN TOWTG. AREA
PLAM-2
ADJ. SHELF
OF
CO
PIE
R
VE
RIF
Y H
T.
DECORATIVEPENDANT LIGHT,SEE ELECTRICAL
(2) GROMMETS IN COUNTER,SEE DETAIL
OPEN TOWTG. AREA
UNDERCABINET LT,SEE DESK DETAIL
MOBILE PEDESTAL, OF-2, TYP
5
A71.22
6
A71.22
QTZ-1
PLAM-4, RUNPATTERN HORIZ.
BASE PER FINISH SCHEDULE, TYP
INSULATE EXPOSEDPLUMBING, TYP
SOAP, DS-1
PT DISP, PT-2
SS SPECIMEN PASS-THROUGH, SP-1
4'-0
"
4'-4 3/4"
PHLEBOTOMYCHAIR, PH-1
EYEWASH STATION ONFAUCET, PER MECH
LABEL PRINTER, PR-2
2'-6
"2'
-3"
INTEGRAL SOL.SURF. SINK: S-3
EQ EQ
FLAT P-LAM PANEL TOCONCEAL CORNER
2" RADIUS, TYP
9
A71.21
2'-6"
4
A71.21
INSULATE EXPOSEDPLUMBING, TYP
CENTRIFUGE, CN-1
SPECIMEN FRIDGE,RF-3
INTEGRAL SOL. SURF.SINK, S-3
PLAM-2, TYP
SOL-1
UC LIGHTS, TYP
3'-0
"1'
-9"
3'-0
"
4
A71.21
1
A71.214'-0" 1'-9"
RUN FLOORING & BASEUNDER SINK, TYP
PT DISP, PT-2
SOAP DISP, DS-1
8
A71.21
RUN FLOORING & BASEUNDER SINK, TYP
HAND SANITIZERGLOVES, GL-1
WALL-MTCOMPUTER, CW-2
SOAP, DS-1
1'-4"
STAINLESS STLSPECIMEN PASS-THRU,
SP-1
36" GRAB BAR, GB-2PT DISP, PT-1
7'-0
"
MIRROR, MR-1
INSULATE EXPOSEDPLUMBING, TYP
SEAT COVERDISP, DS-3
18" GRAB BAR, GB-1
42" GRAB BAR, GB-3
TP DISP, DT-1
SANITARY DISPOSAL, DS-24'-0
"
1'-6"CL
CL
COAT HOOK, CK-1
HAND SANITIZER, DH-1
2'-0"CL
4'-0
"
WALL PROTECTIONPER FINISH
SCHEDULE, TYP
BASE PER FINISHSCHEDULE, TYP
GLOVES, GL-1
2'-0"CL
MOP SINK, S-5
MOP SINK FAUCET, F-3
2'-6
"
SOAP DISP, DS-1
PT DISP, PT-1
CHEMICAL DISP, CD-1
5'-3
"
MOP RACK, MO-1
5'-0
"
HOUSEKEEPING CART, HK-1
4"
HAND SANITIZER, DH-1
SHARPS, HS-1
7 5/8" 11"
HSKPG CART, HK-1
3'-4
"
WALL PROTECTION PERFINISH SCHEDULE, TYP
BASE PER FINISHSCHEDULE, TYP
HAND SANITIZER, DH-1
SHARPSDISPOSAL, HS-1
GLOVES, GL-1
1'-4"1'-3"
INSULATE EXPOSEDPLUMBING, TYP
AUTOCLAVE, AU-1
UC LTG, TYP
3'-0
"1'
-9"
3'-0
" PT DISP, PT-2
OPEN
SOAP DISP, DS-1
2'-0"
INTEGRAL SOL.SURF. SINK: S-3
PLAM-2, TYP
SOL-1
9
A71.21
4
A71.21
2'-8"
2'-6"
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A70.01
INTERIORELEVATIONS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
ACCESSIBLE MOUNTING HEIGHTS
1/4" = 1'-0"2
WAITING - SOUTH 1/4" = 1'-0"
3WAITING AREA - EAST
1/4" = 1'-0"1
WAITING AREA - WEST 1/4" = 1'-0"
4PUB TLT B104 - SOUTH
1/4" = 1'-0"5
PUB TLT B104 - EAST 1/4" = 1'-0"
6PUB TLT B104 - NORTH
1/4" = 1'-0"7
PUB TLT B104 - WEST 1/4" = 1'-0"
8LITERATURE - WEST
1/4" = 1'-0"9
RECEPTION - SOUTH 1/4" = 1'-0"
10RECEPTION - EAST
1/4" = 1'-0"11
RECEPTION - NORTH 1/4" = 1'-0"
12LAB - WEST
1/4" = 1'-0"13
LAB - SOUTH 1/4" = 1'-0"
14LAB - EAST
1/4" = 1'-0"15
LAB - NORTH
1/4" = 1'-0"16
PAT TLT - SOUTH 1/4" = 1'-0"
17PAT TLT - EAST
1/4" = 1'-0"18
PAT TLT - NORTH 1/4" = 1'-0"
19PAT TLT - WEST
1/4" = 1'-0"20
HSKP - SOUTH 1/4" = 1'-0"
21HSKP - EAST
1/4" = 1'-0"22
HSKP - NORTH
1/4" = 1'-0"23
HSKP - WEST 1/4" = 1'-0"
24SOILED - SOUTH
1/4" = 1'-0"25
SOILED - EAST 1/4" = 1'-0"
26SOILED - NORTH
1/4" = 1'-0"27
SOILED - WEST
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
SHARPS, HS-1
3'-2"CL
HAND SANITIZER,DH-1
3'-6" 2'-6"
1'-9
"3'
-0"
MEDS FREEZER, FR-1
MEDS REFRIG., RF-2
FLAT PANEL ATCORNER
PWR FOR REFRIG &FREEZER
ALL CABINETS IN THIS RMTO BE LOCKING W/KEYPADS, TYP
RUN FLOORING & BASEUNDER FREEZER
3
A71.21
NO UC LIGHT AT THIS CABINET
8
A71.21
UC LIGHTING, TYP
SOAP, DS-1
PT DISP, PT-2
INSULATE EXPOSEDPLUMBING, TYP
1'-6"
OPEN
TY
P
3'-8
" INTEGRAL SOLIDSURFACE SINK: S-2
RUN FLOORING & BASEUNDER SINK, TYP
2'-6"
3'-0"2'-6"
3'-0
"1'
-9"
3'-0
"
33" MIN
PLAM-2, TYP
SOL-1
1
A71.21
4
A71.21
GLOVES, GL-1
WALL BASE PER FINISHSCHEDULE, TYP.
TACKBOARD, TK-1
REFRIGERATOR DOORSWING EXTENT
3'-0
"1'
-9"
TRASH CANS, TR-1
2'-0"
REFRIG./FREEZER, RF-1
STORAGE BINS, SB-1
MICROWAVE, MW-1
OPEN
PWR @ 66" AFF
INSULATE EXPOSEDPLUMBING, TYP
RUN FLOORING & BASEUNDER SINK, TYP
3'-8
"
OPEN
SOAP DISP, DS-1
PT DISP, PT-2
3'-0
"
WATER DISP, WA-1
2
A71.21
1'-9"
3'-6" 1'-9"
INTEGRAL SOL. SURF.SINK: S-4
INT CLR1'-10 1/2"
UC LIGHTS (NOT UNDER MICRO)
PLAM-1, TYP
SOL-1
1
A71.21
5
A71.21
4
A71.21
13
A71.21
2" RADIUS, TYP
CORNER GUARD, CG-1
TYP8"
EQ
(8) COATHOOKS, CK-1
EQ
TV, TENANT-FURNISHED,CONTRACTOR INSTALLED;PROVIDE BACKING
6'-0
"
EQ
TIMECLOCK, BY TENANT
3'-0
"
3'-0" 4'-0"EQ EQ EQ EQ EQ EQ
PRINTER, PR-1, TYP
MOBILE PEDESTAL, OF-2, TYP
(6) GROMMETS AT BACK OFCOUNTER; TO BE FIELD-LOCATEDBY OWNER
FILLER @ BOTH ENDS
NO P-LAM SOFFIT TO CLG
UC LIGHTING, TYP
PLAM-3, TYP
8
A71.21
ALL UPPER CABINETS TOHAVE KEYED LOCKS
1
A71.21
1'-9
"
BASE PER FINISH SCHEDULE2
A71.22
ACCENT PAINT PERFINISH SCHEDULE
TENANT IMPROVEMENT TO INCLUDEFRAMING & FINISHING OF 'SKYLIGHTS'BEYOND SCOPE OF SHELL & CORE, TYP.
HALLWAYHALLWAY
SHELVING, SH-1
COMPOSITE WALL PANELS,CWP-1, WRAP AROUND ENDOF WALL
COMPOSITE WALLPANELS, CWP-1, WRAPAROUND END OF WALLOPEN TO
ENTRY
PTD GWB: P-1
FURNITURE BYTENANT
PLAM---
QTZ-1
GWB & CWPTO HAVE
FLUSH FACES
COMPOSITE WALL PANELS;NO VERTICAL SEAM/REVEAL
AT END OF WALL
WINDOW COVERING PERSPEC. MOUNT ABOVESTOREFRONT WINDOWS
BASE PER INTERIORFINISH SCHEDULE
(4) ADJ. MELAMINESHELVES ON KV BRACKETS& STANDARDS
SD
CL
FS
N.C
.
TCLFA
ME
S
N.C
.
DPTD
TYPICAL MOUNTING HEIGHTS @ WALL CONDITION (U.N.O.)
(NU
RS
E C
ALL
PU
LL S
TA
TIO
N)
FIR
E A
LA
RM
PU
LL
DIM
SW
ITC
H
(HA
ND
SA
NIT
IZE
R/
SO
AP
DIS
PE
NS
ER
)
FIRESTROBE
CLO
CK
F.F.
SH
AR
PS
(NU
RS
E C
ALL
DU
TY
ST
AT
ION
)
TH
ER
MO
ST
AT
DA
TA
PO
WE
R
(WA
LLP
HO
NE
)
PA
PE
R T
OW
EL
DIS
PE
NS
ER
GLO
VE
BO
X H
OL
DE
R
PO
WE
R
DA
TA
PO
WE
RD
AT
A
TYPICAL MOUNTING HEIGHT FOR FIRE EXTINGUISHER (U.N.O.)
T.O
.K
EY
BO
AR
DW
OR
KS
TA
TIO
N
FEC
18"
48"
44"
78"84
"
34"
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A70.02
INTERIORELEVATIONS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1/4" = 1'-0"1
CLEAN / MEDS - SOUTH 1/4" = 1'-0"
2CLEAN / MEDS - EAST
1/4" = 1'-0"3
CLEAN / MEDS - NORTH 1/4" = 1'-0"
4CLEAN / MEDS - WEST
1/4" = 1'-0"5
BREAKROOM - SOUTH
1/4" = 1'-0"6
BREAKROOM - EAST 1/4" = 1'-0"
7BREAKROOM - NORTH
1/4" = 1'-0"8
BREAKROOM - WEST
1/4" = 1'-0"10
WORKSTATIONS - NORTH
1/4" = 1'-0"9
HALLWAY C100 - SOUTH
1/4" = 1'-0"11
CLEAN STORAGE - SOUTH
1/4" = 1'-0"12
CLEAN STORAGE - NORTH
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
1/4" = 1'-0"15
ENTRY - EAST 1/4" = 1'-0"
13WAITING - WEST
1/4" = 1'-0"14
ENTRY & WAITING - NORTH 1/4" = 1'-0"
16OFFICE STOR A107 - EAST
ACCESSIBLE MOUNTING HEIGHTS
CARPET (GLUE DOWN)PER FINISH SCHEDULE
RESILIENT SHEET FLOORING PERFINISH SCHEDULE.
SUBFLOOR LEVELER - FEATHERSUBSTRATE TO OBTAIN SMOOTHUNIFORM TRANSITION
CONCRETE SLAB
STAINLESS STEEL OR ALUM. TRANSITIONSTRIP(BASIS OF DESIGN: SCHLUTER
SCHEINE OR EQUIVALENT)
NOTE: CENTER TRANSITION UNDER DOOR, UNO
CARPET (GLUE DOWN):PER FINISH SCHEDULE
STAINLESS STEEL OR ALUM. TRANSITIONSTRIP (BASIS OF DESIGN: SCHLUTERSCHEINE OR EQUIVALENT)
FLOOR TILE PERFINISH SCHEDULE
SETTING MATERIAL
NOTE: CENTER TRANSITION UNDER DOOR, UNO
RESILIENT FLOORING PERFINISH SCHEDULE
STAINLESS STEEL OR ALUM. TRANSITIONSTRIP(BASIS OF DESIGN: SCHLUTERSCHEINE OR EQUIVALENT)
FLOOR TILE PERFINISH SCHEDULE
SETTING MATERIALSUBFLOOR LEVELER - FEATHERSUBSTRATE TO OBTAIN SMOOTH
UNIFORM TRANSITION
NOTE: CENTER TRANSITION UNDER DOOR, UNO
RESILIENT FLOORING
SUBSTRATE
PTD. GWB
SELF COVE BASE PERFINISH SCHEDULE
WALL SYSTEM PERPARTITION TYPES
J-MOLD TRIM @ TOPOF BASE
WALL PROTECTIONWHERE OCCURS
HT
. P
ER
FIN
ISH
LE
GE
ND
COVE STICK
BACKING
WAINSCOTBELOW WHERE EXISTS
SEALANT
22 GA. BREAK METALOVER 3/8" MDF, MT2.
GRAB BARASSEMBLY
GRAB BARASSEMBLY
22 GA. BREAK METALOVER 3/8" MDF
NOTE: SPACER TO MATCHTHICKNESS OF WAINSCOT
BELOW WHERE EXISTS
PLAN VIEW
ELEV.
CL
(4) WOOD STUD SUPPORTBACKING AT GRAB BARCONNECTIONS
WA
LLP
ER
PL
AN
1/2"
RADIUS
6"
PULL KNOB
PULL KNOB
ADJUSTABLEFLANGES
TYP.
3 3/4"
GWB, TYP.
INSTALL CABINET PERMANUF. INSTRUCTIONS
FRY REGLET "V' REVEAL #DRMV-75, 3/4"W REVEALFINISH: FACTORY PRIME PAINT; PAINT TO MATCHSURROUNDING GWB, TYP.
PTD GWB PER ELEVATION
2" FIN
BASE PER FINISH SCHEDULE
FINISHED FLOOR
NOISE-REDUCING GWB, PTD PER ELEVATION
TAPE & JOINT COMPOUND
PTD GWB
WRAP SIDES W/GWB & REVEALS, PTD PER ELEVATION
WOOD FURRING STRIPS
WRAP TOP W/GWB, PTDPER ELEVATION
1'-0
"
WRAP BOTTOM W/GWB, PTDPER ELEVATION
WOOD BASE: WD-1
FINISHED FLOOR
PTD GWB
4"
SEE RCP
5/8" TYPE X GWB, TYP
SUSPENDED CLG PERREFLECTED CLG PLAN
LATERAL BRACE @ 45° TOAXIS OF SOFFIT @ EACHSUPPORT POINT.
SOFFIT HEIGHT
PER R.C.P.
CEILING HEIGHT
PER R.C.P.
SUSPENDED CLG PERREFLECTED CLG PLAN
6"
CONTINUOUSCORNER BEAD
BRACING AS REQUIRED
5/8" GWB, TYP.
SUSP. CEILING PERREFLECTED CEILING PLAN
WOOD WALL STUDS PER WALL TYPE
CEILING HEIGHT
SOFFIT HEIGHTPER R.C.P.
PER R.C.P.
VARIESREFER TO REFLECTED CLG PLAN
CONT. PLATE, TYP.
PLAN
ELEVATION
2'-0"
2'-0"
4'-0"
4'-0"
45° OR LESS
FIN
ISH
ED
CLG
HE
IGH
T
8" ORLESS
6'-0" MAX 12'-0" OC
6'-0
" M
AX
12'-0
" O
C
PERIMETER WIRE8" MAX TYP
WALL MOLDINGS:WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ. FLANGE 2" WIDE, UNLESSALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCALBUILDING DEPARTMENT & THE DESIGNER OF RECORD. ONE END OF THE CEILINGGRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVEA 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN-ATTACHEDWALLS. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS.
RIGID VERTICALSTRUT
CEILING TILE
LATERAL FORCE BRACING:RIGID VERT STRUT & SPLAY WIRES TYP
90° TYP
90° TYP
12 GA VERTICAL WIRE HANGER @ 4'-0" OCALONG EA MAIN RUNNER SCREW FASTEN TOSTRUCTURE ABOVE. POWER-ACTUATEDFASTENERS NOT ACCEPTABLE.
LATERAL FORCE BRACING REQUIREMENTS:LATERAL FORCE BRACING IS REQUIRED FORCEILINGS O/ 1,000 SQ FT & NOT REQUIRED FORCEILING LESS THAN 1,000 SQ FT PROVIDED THEYARE SURROUNDED BY FOUR WALLS BRACED TOSTRUCTURE, SEE ASCE 7-05 13.5.6.2.2. ITEM C.
WALL MOLDING TYP
CEILING TILE
CROSS TEE
MAIN BEAM
LATERAL BRACE:25 GA VERT METAL STUD STRUT (COMPRESSIONPOST) @ 12'-0" OC STRUTS MUST BE POSITIVELYATTACHED TO THE SUSPENSION SYSTEMS &STRUCTURE ABOVE
SPLAY WIRE BRACING:SPLAY WIRES ARE TO BE FOUR 12GA WIRES ATTACHED TO THEMAIN BEAM. WIRES ARE ARRAYED90° FROM EA OTHER & AT ANANGLE NOT EXCEEDING 45° FROMTHE PLANE OF CEILING SPLAYWIRES ARE TO BE WITHIN 2" OFTHE CONNECTION OF THEVERTICAL STRUT TO SUSPENDEDCEILING.
NOTES:
A STRUT, WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, SHALL BE ATTACHED TO THE SUSPENSION SYSTEM & TO THESTRUCTURE ABOVE AT EACH BRACING LOCATION.
DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL.
SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING DEPT. SHALL BE USED TO PREVENT ENDS OF MAIN BEAMSAT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE USED IN LIEU OF SPREADERBARS, SEE CISCA ZONES 3 - 4.
LIGHT FIXTURES & MECHANICAL SERVICES: ATTACH PER "GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILINGASSEMBLIES - SEISMIC ZONES 3 & 4", MAY 2004 (OR MOST CURRENT) BY CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA).
SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2009, ASTM C 635 & ASTM C636, ASCE 7-05 & CISCA ZONES 3-4.
SEISMIC SEPARATION JOINTS: FOR CEILING EXCEEDING 2,500 SQ FT, A SEISMIC JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THECEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES & PENETRATIONS TOPROVIDE SUFFICIENT CLEARANCE, SEE ASCE 7-05 13.5.6.2.2, ITEM D.
CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING, SEE ASCE 7-05 13.5.6.2.2 ITEM F.
PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THESTRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM, SEE ASCE 7-05 13.5.8.1.
MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1" METAL STUDS:1 5/8" METAL STUD (25 GAGE) UP TO 6'-2"2 1/2" METAL STUD (25 GAGE) UP TO 10'-6"
HEAVY DUTYCLASSIFICATION CEILINGGRID
SEISMIC CONTROL JOINTAREAS OVER 2,500 SF
ACOUSTICALCEILING TILE
POWER-ACTUATED FASTENERS:POWER ACTUATED FASTENERS ARENOT ACCEPTABLE FOR ANY LOADSUNDER TENSION, IE HANGER WIRESAND TOP TRACK OF SOFFITS /SUSPENDED PARTITIONS.
ALL PENETRATIONS, INCLUDING COLUMNSAND SPRINKLER HEADS SHALL HAVE 2"MINIMUM ESCUTCHEON PLATES ALLOWING 1'FREE MOVEMENT IN ALL HORIZONTALDIRECTIONS.
1.
2.
3.
4.
5.
6.
7.
8.
FLOOR TILE, REFER TO FINISHSCHEDULE
WALL TILE, REFER TO FINISH SCHEDULE
SUBSTRATE
TILE BACKER BOARD
GROUT, TYP
METAL COVED PROFILE (BASIS OFDESIGN: SCHLUTER 'DILEX' COVEDPROFILE, OR EQUIVALENT)FINISH: SATIN ANODIZED ALUMINUM
SETTING MATERIAL,TYP
TILE WATERPROOFINGMEMBRANE
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A71.01
INTERIOR DETAILS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
12" = 1'-0"4
FLOORING TRANSITION-CPT TO RESILIENT
12" = 1'-0"5
FLOORING TRANSITION-CPT TO TILE
12" = 1'-0"6
FLOORING TRANSITION-TILE TO RESILIENT
3" = 1'-0"8
TYP. INTEGRAL COVE BASE DETAIL 3" = 1'-0"
1TYP. GRAB BAR DETAIL
1 1/2" = 1'-0"2
RECESSED SPECIMEN PASS-THROUGH
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
1 1/2" = 1'-0"3
WAITING AREA WALL SECTION
3" = 1'-0"9
WOOD BASE DETAIL
1 1/2" = 1'-0"11
GWB SOFFIT DETAIL
1 1/2" = 1'-0"10
TYP. GWB SOFFIT
NOT TO SCALE12
ACOUSTICAL CEILING TILE - SEISMIC BRACING DETAIL
3" = 1'-0"7
BASE AT TILE DETAIL
1/4" BACK
SECURE TOWALL FRAMING
AND BACKING
CABINET (BOX) CONSTRUCTED FROM3/4" SUBSTRATE, WHITE MELAMINEFACED @ INTERIOR - TYPICAL
FRENCHCLEAT
96MM WIRE PULL TYP, UNO
UNDER CABINETLIGHT FIXTURE
WHERE OCCURS(SEE ELEC. DWGS)
P-LAM FINISH ON ALLEXPOSED SIDES OF DOOR
3/4" WHITE MELAMINEADJ. SHELF, TYP.
P-LAM SOFFIT WHERE OCCURS
BLUM 120° CONCEALEDHINGES, TYP.
3/4" VALANCE W/ P-LAM FIN.
SOLID 2xBLOCKING
FIN. CLG.
ADJ. SHELF
ADJ. SHELF
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS
3"
2"
SEE GENERAL CASEWORK NOTES
CABINET LOCK WHERE OCCURS; SEEELEVATIONS FOR LOCATIONS & TYPES
1/4" BACK
SECURE TOWALL FRAMING
AND BACKING
CABINET (BOX) CONSTRUCTED FROM3/4" SUBSTRATE, WHITE MELAMINEFACED @ INTERIOR - TYPICAL
FRENCHCLEAT
96MM WIRE PULL TYP, UNO
P-LAM FINISH ON ALLEXPOSED SIDES OF DOOR
3/4" WHITE MELAMINEADJ. SHELF, TYP.
BLUM 120° CONCEALEDHINGES, TYP.
SOLID 2xBLOCKING
FIN. CLG.
ADJ. SHELF
INT
CLR
1'-2
"
2" RADIUS, EA. SIDE
3"
P-LAM FINISH ON ALL EXPOSEDSIDES OF OPEN CABINET BOX
COORDINATE FRENCH CLEATW/ELEC. OUTLET LOCATION
P-LAM SOFFIT WHERE OCCURS
SE
EE
INT
ER
IOR
EL
EV
AT
ION
S
SEE GENERAL CASEWORK NOTES
OUTLINE OF MICROWAVE(PROVIDED BY TENANT)
APPLY BASE PERFINISH SCHEDULE
SCRIBE TOWALL SURFACE
REFER TO INTERIOR ELEVATIONSFOR COUNTERTOP MATERIAL
BACKSPLASH WHERE OCCURS- SEE INTERIOR ELEVATIONS
MARINE GRADE PLYWOODTOE BOX, TYPICAL
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS
SEE GENERAL CASEWORK NOTES
2"
1 1/
2"
DOOR LOCK, TYP
96MM WIRE PULL,TYP
FIN. FLOOR: INSTALLBEFORE CASEWORK, TYP
3/4" WHITE MELAMINEADJ. SHELF, TYP.
ADJ. SHELF
4"
4"
BACKSPLASH: MATCH COUNTERTOP
FIN. FLOOR
SCRIBE TO WALLSURFACE
SOLID SURFACECOUNTERTOP: SOL-1
1 1/
2"
APRON: SEE ELEV.
SEAMLESS, INTEGRAL SOLID SURFACESINK PER PLUMBING LEGEND
PLUMBINGINSULATION
SE
E E
LE
VA
TIO
N
4"
WALL BASE PERFINISH SCHEDULE
WALL PROTECTION,PER FINISH SCHEDULE
ACTUAL SINKATTACHMENT TOCOUNTERTOP PERMANUF/FABRICATOR
SEE GENERAL CASEWORK NOTES
CLR
2'-5
"
COUNTER BRACE (NOTSHOWN); COORDINATEW/SINK LOCATION
DRAWER ASSEMBLYW/ FULL EXTENSIONGUIDES, TYP
APPLY BASE PERFINISH SCHEDULE
SCRIBE TOWALL SURFACE REFER TO INTERIOR
ELEVATIONS FOR COUNTERTOPMATERIAL
BACKSPLASH WHERE OCCURS- SEE INTERIOR ELEVATIONS
MARINE GRADE PLYWOODTOE BOX, TYPICAL
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS2" MAX.
2"
1 1/
2"
DWR LOCK, TYP
FIN. FLOOR: INSTALLBEFORE CASEWORK, TYP4"
SEE GENERAL CASEWORK NOTES
AP
RO
NA
LIG
N W
/SIN
K
EQ
EQ
EQ
NOTES:
• FULLY WELD BRACE ASSEMBLY,GRIND WELDS SMOOTH
• PROVIDE BRACE SO NO COUNTERSPAN IS GREATER THAN 3'-6"
TUBE STEEL BRACE, PAINTTO MATCH WALL COLOR
1'-8
" @
30"
DE
EP
CO
UN
TE
RS
HOLES FOR FASTENERS@ SURFACE MOUNT
CONDITIONS, TYP.
BEVEL BOTTOMEDGE
ANGLE FRONT EDGEHOLES FOR FASTENERS @
CONCEALED CONDITIONS, TYP.
1'-9
15/
16"
4" LESS THAN W
IDTH OF COUNTER
PLATE TO COVER OPEN END
1 1/2" x 1/8" SQ. TUBE STEEL BRACEATTACHED TO SIDE OF STUD. SEECOUNTER BRACE DETAIL. INSTALLBRACE @ 42" MAX. AT ALLUNSUPPORTED COUNTERTOPS
ANGLE AND CAP AT TOPAND BOTTOM AS SHOWN
3/8" DIA FASTENERS, TYP
SCRIBE TO COUNTER (ORBACKSPLASH WHERE OCCURS)TO WALL
1x WALL CLEAT
SOLID 2xBLOCKING 4"
4"
RE
FE
R T
O I
NT
ER
IOR
ELE
VA
TIO
NS
REFER TO INTERIORELEVATIONS FORCOUNTERTOP MATERIAL
2" DIA. PLASTIC GROMMET WHERE OCCURS- COORD. W/ COUNTERTOP BRACE-COLOR: TBD
6"
SEE GENERAL CASEWORK NOTES
COORDINATE BRACE LOCATIONS TO AVOIDCONFLICTS W/UNDERCOUNTEREQUIPMENT & KNEESPACES; SEE INTERIORELEVATIONS.
NOTE: WHERE EQUIPMENT SITS ONCOUNTER, PROVIDE ADEQATE SUPPORTOF EXTRA WEIGHT
APPLY BASE PERFINISH SCHEDULE
SCRIBE TOWALL SURFACE
SOLID SURFACE COUNTERTOP- REFER TO FINISH LEGEND
BACKSPLASH WHERE OCCURS- SEE INTERIOR ELEVATIONS
MARINE GRADE PLYWOODTOE BOX, TYPICAL
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS
2"
1 1/
2"
DOOR LOCK, TYP
96MM WIRE PULL, TYP
FIN. FLOOR: INSTALLBEFORE CASEWORK, TYP
4"
4"
WHITE MELAMINEINTERIOR, TYP.
6"
FIXED PANEL
ACTUAL SINKATTACHMENT TOCOUNTERTOP PERMANUF/FABRICATOR
SEAMLESS, INTEGRAL SOLIDSURFACE SINK PER MECHANICAL
SEE GENERAL CASEWORK NOTES
APPLY BASE PERFINISH SCHEDULE
SCRIBE TOWALL SURFACE
REFER TO INTERIOR ELEVATIONSFOR COUNTERTOP MATERIAL
BACKSPLASH WHERE OCCURS- SEE INTERIOR ELEVATIONS
MARINE GRADE PLYWOODTOE BOX, TYPICAL
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS
2"
1 1/
2"
DOOR LOCK, TYP
96MM WIRE PULL, TYP
FIN. FLOOR: INSTALLBEFORE CASEWORK, TYP
3/4" WHITE MELAMINEADJ. SHELF, TYP.
ADJ. SHELF
4"
SEE GENERAL CASEWORK NOTES
• PRE-FABRICATED MODULAR CASEWORK LOCATIONS AND DIMENSIONS TO BE FIELD-VERIFIEDPRIOR TO INSTALLATION.
• ALL BASE CABINETS = 24" DEPTH TO FACE OF BOX (UNO).• ALL UPPER CABINETS = 14'' DEPTH TO FACE OF BOX (UNO).• ALL COUNTERTOPS = 25 1/4'' DEPTH FROM FINISH FACE OF WALL (UNO).• ALL FULL HT. CABINETS = 24'' DEEP TO FACE OF BOX (UNO).• ALL OUTSIDE CORNERS OF COUNTERTOPS TO HAVE A 2" RADIUS (UNO).• REFER TO INTERIOR FINISH LEGEND FOR FINISHES WHERE NOTED IN ELEVATION.• PROVIDE FINISHED ENDS AT ALL EXPOSED CASEWORK SURFACES (UNO).• ALIGN FACE OF UPPER CABINET WITH EDGE OF COUNTER BELOW AT EDGE CONDITION (UNO)• REFER TO EQUIPMENT PLAN AND EQUIPMENT SCHEDULE FOR EQUIPMENT INFO. PROVIDE
BACKING AS REQUIRED AND COORDINATE FINAL LOCATION WITH OWNER PRIOR TO COVER.• ALL BACKSPLASHES TO BE FINISHED SAME AS COUNTERTOP (UNO).• REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR SYSTEMS NOT SHOWN.• DIMENSIONS FOR MOUNTING HEIGHTS ARE TO CENTER OF BOX AND TYPICAL (UNO).• ALL CONDITIONS ILLUSTRATED BELOW ARE TYPICAL, (UNO).• ALL SHELVES AND DIVIDERS ARE ADJUSTABLE (UNO)• WHITE MELAMINE AT ALL INTERIOR CASEWORK BOXES, SHELVING AND DRAWERS (UNO).• FIELD VERIFY DIMENSIONS OF ALL CASEWORK PRIOR TO FABRICATION. CONTACT ARCHITECT
IF ANY DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND FIELD CONDITIONS• ALL EXPOSED PLUMBING TO BE INSULATED• REFER TO EQUIPMENT PLAN AND SCHEDULE FOR SPECIFIC REQUIREMENTS, SYSTEMS AND
FINISHES. NOT ALL EQUIPMENT MAY BE SHOWN IN ELEVATIONS.
2'-5
"
1/2"
2'-3
"
1/2"
1'-10" HARD SURFACE GLIDES
1/4"
1'-2
"
LOCK
1'-6
"
OUTLINE OF PRINTER;VERIFY SIZE
AB
OV
E P
RIN
TE
R2
1/4"
CLR
INTERIOR TO MATCHCABINET
LAZY SUSAN SWIVEL HARDWARE,HEAVY DUTY SWIVEL PLATE 4"X4",
360° SWIVEL, 300 LB. MIN LOADCAPACITY
COUNTERTOP MATERIALPER ELEVATION
CABINET MATERIAL PER ELEVATION
1'-8"
2'-5
"
2'-4
"
1'-1"2'-10"
2'-3
1/2
"
CABINET LOCK
10
A71.21
2'-0"
2" DIA. TABLE LEG W/CASTER,COLOR: BLACK
HARD SURFACEGLIDES
SHELF
OPEN TO CABINETINTERIOR
SURFACEMATERIALS PERELEVATION
LAZY SUSAN SWIVELHARDWARE
MARINE GRADE PLYWOODTOE BOX, TYPICAL
2"
DOOR LOCK, TYP
96MM WIRE PULL, TYP
FIN. FLOOR: INSTALLBEFORE CASEWORK, TYP
3/4" WHITE MELAMINEADJ. SHELF, TYP.
ADJ. SHELF
FULL OVERLAYPLASTIC LAMINATEDOOR, TYP.
4"
ADJ. SHELF
ADJ. SHELF
ADJ. SHELF
ADJ. SHELF
DEPTH VARIES
SEE PLAN
WHITE MELAMINEINTERIOR, TYP.
ADJ. SHELF
EQ
P-LAM SOFFITWHERE OCCURS
FIN. CLG.
EQ
1/4" BACK
SECURE TOWALL FRAMING
AND BACKING
CABINET (BOX)CONSTRUCTED FROM 3/4"SUBSTRATE, WHITEMELAMINE FACED @INTERIOR - TYPICAL
FRENCHCLEAT
96MM WIRE PULL TYP, UNO
P-LAM FINISH ON ALL EXPOSEDCABINET SURFACES
3/4" WHITE MELAMINEADJ. SHELF, TYP.
P-LAM SOFFIT
BLUM 120° CONCEALEDHINGES, TYP.
SOLID 2xBLOCKING
FIN. CLG.
ADJ. SHELF
1'-8
"
SEE GENERAL CASEWORK NOTES
STORAGE BIN, SB-1
ADJ. SHELF
ADJ. SHELF
TY
P
1'-0
"PTD GWB
FIXED SHELF
P-LAM FINISH ON ALL EXPOSEDCABINET SURFACES
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A71.21
CASEWORKDETAILS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
1 1/2" = 1'-0"1
TYP. UPPER CABINET W/LT. VALANCE
1 1/2" = 1'-0"2
TYP. UPPER CABINET W/MICROWAVE
1" = 1'-0"3
TYP. 1-DWR. BASE CABINET
1" = 1'-0"4
OPEN BASE CABINET W/SINK
1" = 1'-0"5
TYP. 4-DWR. BASE CABINET
1 1/2" = 1'-0"7
TYP. COUNTER BRACE DETAIL
1 1/2" = 1'-0"8
TYP. WORK COUNTER
1" = 1'-0"6
TYP. BASE CABINET W/SINK
1" = 1'-0"9
TYP. BASE CABINET W/DOOR
GENERAL CASEWORK NOTES
1" = 1'-0"10
COMPUTER STATION - SECTION A
1" = 1'-0"11
COMPUTER STATION - ENLARGED ELEVATION A
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
1" = 1'-0"12
FULL-HT CABINET
1 1/2" = 1'-0"13
BREAKROOM SHELF DETAIL
1 1/2" x 1/8" SQ. TUBE STEEL BRACEATTACHED TO SIDE OF STUD. SEECOUNTER BRACE DETAIL. INSTALLBRACE @ 42" MAX. AT ALLUNSUPPORTED COUNTERTOPS
ANGLE AND CAP AT TOPAND BOTTOM AS SHOWN
3/8" DIA FASTENERS, TYP
1x WALL CLEAT
SOLID 2xBLOCKING 4"
RE
FE
R T
O I
NT
ER
IOR
ELE
VA
TIO
NS
REFER TO INTERIORELEVATIONS FORCOUNTERTOP MATERIAL
COORDINATE BRACE LOCATIONS TO AVOIDCONFLICTS W/UNDERCOUNTEREQUIPMENT & KNEESPACES; SEE INTERIORELEVATIONS.
NOTE: WHERE EQUIPMENT SITS ONCOUNTER, PROVIDE ADEQATESUPPORT OF EXTRA WEIGHT
SOLID SURDACESIDESPLASH
EDGE OF COUNTER SUPPORTPANEL BEYOND
SEE TYP. WORK COUNTER DETAIL FORBRACE INFORMATION & DIMENSIONS
SOLID 2xBLOCKING 4"
ADJ. SHELF
BASE PER INTERIOR FINISHSCHEDULE
2'-6"
4'-2
"
R 6
"
2"THICK DIVIDER WRAPPED IN TACKABLE,FABRIC-COVERED ACOUSTICAL PANELSFABRIC: CARNEGIE-XOREL FOR PANELS;PATTERN & COLOR: TBD
1" ALUMINUM PANEL GRIPATTACHED TO WALL
1 1/2" x 1/8" SQ. TUBE STEEL BRACEATTACHED TO SIDE OF STUD. SEECOUNTER BRACE DETAIL. INSTALLBRACE @ 42" MAX. AT ALLUNSUPPORTED COUNTERTOPS
ANGLE AND CAP AT TOPAND BOTTOM AS SHOWN
3/8" DIA FASTENERS, TYP
SCRIBE COUNTER TO WALL
1x WALL CLEAT
SOLID 2xBLOCKING
RE
FE
R T
O I
NT
ER
IOR
ELE
VA
TIO
NS
REFER TO INTERIORELEVATIONS FORCOUNTERTOP & APRONMATERIAL
COORDINATE BRACE LOCATIONS TO AVOIDCONFLICTS W/UNDERCOUNTEREQUIPMENT & KNEESPACES; SEE INTERIORELEVATIONS.
1'-0"
4"
WALL BASE PER FINISHSCHEDULE
WALL BASE PER FINISHSCHEDULE
QTZ-1
REVEAL PER DESKDETAILS
VERTICAL REVEAL TOMATCH HORIZ. REVEALS
1 1/
2"2'
-6"
BLACK MELAMINE BASE
COUNTERTOP MATERIAL- REFER TO INTERIOR ELEVATIONS
LOBBY SIDE
3'-0"
FIN. FLOOR
BASE PER INTERIOR FINISHSCHEDULE
COUNTERTOP SUPPORT - REFERTO TYP. COUNTER BRACE DETAIL
BLACK MELAMINE
POWER/DATA BROUGHT UPTHROUGH PONY WALL
2" DIA. GROMMET-COORD. W/ COUNTER BRACE-FINISH: TBD
1'-8"CL
1/2"
4"
RECEPTION SIDE
FLU
SH
1/2"
P-LAM PANEL PER ELEV. P-LAMON ALL EXPOSED SURFACES
OF PANEL
SMOOTH SUBSTRATE PTDBLACK, TYP. PAINT BEFORE
APPLYING PANELS.
1'-0" 2'-0"
1 1/
2"
1'-1
1/2
"
COUNTERTOP SUPPORT - REFERTO TYP. COUNTER BRACE DETAIL
1'-0
"
2" DIA. GROMMET-COORD. W/COUNTER BRACE-FINISH: TBD
COUNTERTOP MATERIAL- REFER TO ELEVATIONS
BASE PER INTERIOR FINISHSCHEDULE
P-LAM PERELEVATION
COUNTERTOP MATERIAL- REFER TO ELEVATIONS
P-LAM PANEL PER ELEV. P-LAMON ALL EXPOSED SURFACES
OF PANEL
ENTRY SIDE
BLACK MELAMINE UNDERCOUNTER, TYP
CL 1'-8"
FIN FLOOR
SM. UNDERCABINET LIGHT, SEE ELEC. DWGS.
2 1/
2"
2'-6
"
RECEPTION SIDE
4"1/
2"1/
2"
ALIGN BOTTOM EDGE OFQTZ. W/BOTTOM OF
ADJACENT COUNTER,SEE ELEVATION
SMOOTH SUBSTRATE PTDBLACK, TYP. PAINT BEFORE
APPLYING PANELS.
BLACK MELAMINE BASE
POWER/DATA BROUGHT UPTHROUGH PONY WALL
FLU
SH
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JE
FF
ER
SO
N H
EA
LT
HC
AR
E
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A71.22
CASEWORKDETAILS
PO
RT
LU
DL
OW
MO
B
89 B
RE
AK
ER
LA
NE
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
1 1/2" = 1'-0"1
WORK COUNTER @ TREATMENT
1 1/2" = 1'-0"2
TYP. WORKSTATION DIVIDER
1 1/2" = 1'-0"3
DISPLAY COUNTER
NOT TO SCALE4
RECEPTION DESK AXONOMETRIC
1" = 1'-0"5
RECEPTION DESK-ACCESSIBLE COUNTER
1" = 1'-0"6
RECEPTION DESK- W/TRANS. TOP
Tag Material Manufacturer Product Notes
INTERIOR FINISH LEGEND
Flo
or
P-1 PAINT, GENERAL
P-2
Walls
Ceilin
g ACT-1 ACOUSTICAL CEILING TILE
P-3
PAINT, TRIM
CPT-1 CARPET, MODULAR
PAINT, EPOXY
Base WB-1 WALL BASE, RUBBER
Contact
TRANSITION STRIP: TO MATCH, UNO
RES-1
RES-2
T-1
RESILIENT FLOORING, SHEET
RESILIENT FLOORING, SHEET
TILE, FLOOR, PORCELAIN
P-4 PAINT, ACCENT
P-5 PAINT, ACCENT
P-6 PAINT, ACCENT
WP-1 WALL PROTECTION PANELS
WB-2 WALL BASE, WOOD
WB-3 WALL BASE, TILE W / METAL PROFILE
Casew
ork
PLAM-1
PLAM-2
PLAM-3
PLAM-4
SOL-1 SOLID SURFACE
Mis
c.
C/S ACROVYN
WO-1 WALK-OFF CARPET, MODULAR
GT-1 GROUT
QTZ-1 QUARTZ SLAB
HIGH-PRESSURE PLASTIC LAMINATE
HIGH-PRESSURE PLASTIC LAMINATE
HIGH-PRESSURE PLASTIC LAMINATE
HIGH-PRESSURE PLASTIC LAMINATE
SEE ELEVATIONS FOR LOCATIONS
SEE ELEVATIONS FOR LOCATIONS
SEE ELEVATIONS FOR LOCATIONS
SEE ELEVATIONS FOR LOCATIONS
CG-1
EG-1
CORNER GUARD
END GUARD
WB-4 WALL BASE, INTEGRAL COVE
T-2 TILE, WALL, PORCELAIN
GROUT: GT-1; WIDTH : 1/4"INSTALLATION: RUNNING BOND W/33%MAX OFFSET
BENJAMIN MOORE
BENJAMIN MOORE
BENJAMIN MOORE
BENJAMIN MOORE
BENJAMIN MOORE
BENJAMIN MOORE
6" INTEGRAL/FLASH COVE; COLOR: SEE FLOORING MATERIAL
C/S ACROVYN
C/S ACROVYN
RECEPTION DESK
SEE ELEVATIONS FOR LOCATIONS
WD-1
ARMSTRONG ULTIMA SQUARE LAY-IN 1900, 24"X24", 15/16" GRID; COLOR: WHITE
ARMSTRONG
REALITIES, 2.03MM; COLOR: ACACIA / GRAPHITE 56516' OR 12" WIDTH TO MINIMIZE SEAMS
B. KIM SHRADER:[email protected]
ROBERTA DILLAN:[email protected]
MANNINGTON HEAT WELD SEAMS, TYP.
HEAT WELD SEAMS, TYP.
SHAW CONTRACT
MEDINTONE, 6'-0"W, 2.0MM ; COLOR: H8313 NATURAL TONE
ENTWINE TILE 59337-78322 SPRUCE, QTR. TURN INSTALLATION PAUL GIBIAN:[email protected]
DUPONT / ZODIAQ NUTMEG, 2CM, EASED EDGES
CORIAN FOSSIL, 2CM, EASED EDGES
FLAX GAUZE 7708-58, MATTEFORMICA
BONE WHITE PM-30
BONE WHITE PM-30
KINGSPORT GRAY HC-86
DOOR & WINDOW TRIM UNO; SEMI-GLOSS
EGGSHELL, UNO
EGGSHELL, UNO
SEMI-GLOSS, UNO
WOOD
2" WING; COLOR: 517 TETON WHITE
2" WING; COLOR: 517 TETON WHITE
BONE WHITE PM-30
FLEXTILE
ROTARY-CUT BIRCH
HIGH IMPACT WALL COVERING, .060", COLOR: 517 TETON WHITE
ROPPE PINNACLE 4" RUBBER COVE BASE, ROLL GOODS. COLOR: 193 BLACK BROWN
TO MATCH SHERWIN WILLIAMS 7621 SILVERMIST
SEE INTERIOR DETAILS, BASE AT TILE DETAIL
STAIN AND CLEAR COAT TO MATCH ARCHITECT'S SAMPLE.
WD-1, SEE DETAIL
WB-5 WALL BASE, RUBBER ROPPE PINNACLE 4" RUBBER COVE BASE, ROLL GOODS. COLOR: 632 FLAX
WILSONART TAN ECHO 794K-18; RUN GRAIN VERTICALLY, UNO
FORMICA GRAPHITE TWILL 8829-58, MATTE
HEIGHT PER ELEVATIONS
48" H, UNO
48" H, UNO
EGGSHELL, UNO
DIRECT GLUE DOWN INSTALLATION
TED LAMBERT: [email protected]
ELIZABETH HAAK:[email protected]
KIRSTEN SOLLY:[email protected]
ANGELA WINGERT:[email protected]
CWP-1 COMPOSITE WALL PANEL SEE SPECIFICATION PRODUCT TO BE USED IN BOTH EXTERIOR & INTERIOR APPLICATIONS
OLYMPIA / THOMPSON TILE
SHAW CONTRACT PORTAL TILE 5T035-34557 STERLING, 24"X24", MONOLITHIC INSTALLATION PAUL GIBIAN:[email protected]
VISTA SERIES, 12"X24" NV.VT.BLK.1224, COLOR: BLACKPRELIMINARY SPEC - PLEASE VERIFY W/ARCHITECT
GT-2 GROUT FLEXTILE
GROUT: GT-2; WIDTH: 1/8"; PATTERN PERELEVATIONS, TYP
T-3 TILE, WALL, PORCELAIN GROUT: GT-2; WIDTH: 1/8"
DIRECT GLUE DOWN INSTALLATION
OLYMPIA / THOMPSON TILE
OLYMPIA / THOMPSON TILE
REGAL SERIES, 12"X12" NY.RG.SLW.1212.PL, COLOR: SHELL WHITE POLISHED
WATERFALL SERIES, 4"X24" DQ.WF.WHT.0424.OS, COLOR: WHITE
T-4 TILE, WALL, PORCELAIN OLYMPIA / THOMPSON TILE REGAL SERIES BULLNOSE TRIM, 3.88"X12", COLOR: SHELL WHITE POLISHED GROUT: GT-2; WIDTH: 1/8"
EPOXY ON TOILET RM FLOOR
WF-1 WINDOW FILM 3-M INTERIOR OPAQUE WINDOW FILM TO BE DETERMINED WINDOW INDICATED ON FINISH PLAN
TO MATCH SHERWIN WILLIAMS 0020 PEACOCK PLUME
685 CHARCOAL, SANDED
683 PEARL, SANDED
FORMICA EARTHEN TWILL 8828-58, MATTE
275 Fifth StreetSuite 100
Bremerton, WA 98337(360) 377-8773
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JEF
FE
RS
ON
HE
AL
TH
CA
RE
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A72.01
FINISH LEGEND/SCHEDULE
PO
RT
LU
DL
OW
MO
B89
BR
EA
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AN
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TENANT IMPROVEMENT - INTERIOR FINISH SCHEDULE
Number Name Floor Finish Base FinishNorth Wall
FinishEast Wall
FinishSouth Wall
FinishWest Wall
FinishCeilingFinish NOTE
MAIN LEVEL
A100 HALLWAY RES-1 WB-1 P-1 P-4 P-1 P-1 FF / P-1 SEE INTERIOR FINISH PLAN FOR ACCENT PT LOCATION
A101 TREATMENT RES-2 WB-4 P-5 P-1 P-1 P-1 FF
A102 OFFICE CPT-1 WB-1 P-1 P-1 P-1 P-1 FF
A103 CLEAN STORAGE/ EQUIP RES-1 WB-1 P-1 P-1 P-1 P-1 FF
A104 EXAM 1 RES-1 WB-1 P-5 P-1 P-1 P-1 FF
A105 EXAM 2 RES-1 WB-1 P-5 P-1 P-1 P-1 FF
A106 EXAM 3 RES-1 WB-1 P-5 P-1 P-1 P-1 FF
A107 OFFICE STORAGE RES-1 WB-1 P-1 P-1 P-1 P-1 P-1
A108 STF TLT RES-2 WB-4 P-3 P-3 P-3 P-3 P-1
A109 BREAKROOM RES-1 WB-1 P-1 P-1 P-1 P-1 FF
A110 IT RES-1 WB-1 P-1 P-1 P-1 P-1 FF
B100 ENTRY WO-1 / T-1 WB-2 P-1 CWP-1 - - P-1 FF / P-1
B100A WHEELCHAIR STORAGE WO-1 WB-1 WP-1 - - WP-1 WP-1 P-1
B101 WAITING AREA CPT-1 WB-2 P-1 P-6 / P-1 P-1 P-1 FF / P-1 SEE INTERIOR FINISH PLAN & ELEVATION FOR ACCENT PT LOCATION
B102 PASSAGEWAY T-1 WB-2 - - P-1 P-1 P-1 FF / P-1
B103 RECEPTION CPT-1 WB-2 - - P-1 P-1 / CWP-1 P-1 FF / P-1 SEE INTERIOR ELEVATIONS FOR SOUTH WALL TRTMNT
B104 PUB TLT T-1 WB-3 P-3 / T-2 / T-3 / T-4 P-3 / T-2 / T-3 / T-4 P-3 / T-2 / T-3 / T-4 P-3 / T-2 / T-3 / T-4 P-1
C100 HALLWAY RES-1 WB-1 P-1 P-1 P-4 P-1 FF / P-1
C100A VITALS RES-1 WB-1 P-1 P-1 -- P-1 FF
C101 PAT TLT RES-2 WB-4 P-3 P-3 P-3 P-3 P-1
C102 LAB/ BLOOD DRAW RES-1 WB-1 P-3 / WP-1 P-3 / WP-1 P-3 / WP-1 P-3 /WP-1 FF
C103 HALLWAY RES-1 WB-1 P-1 P-1 -- P-1 FF
C104 CONSULT RES-1 WB-1 P-1 P-1 P-1 P-1 FF
C105 HSKPG RES-2 WB-4 P-3 / WP-1 P-3 / WP-1 P-3 / WP-1 P-3 /WP-1 P-3
C106 SOILED RES-2 WB-4 P-3 / WP-1 P-3 / WP-1 P-3 / WP-1 P-3 FF
D100 HALLWAY RES-1 WB-1 P-1 P-1 P-1 P-4 FF / P-1 SEE INTERIOR FINISH PLAN FOR ACCENT PT LOCATION
D101 CLEAN / MEDS RES-2 WB-5 P-1 P-1 P-1 P-1 FF
D102 X-RAY & CONTROL RES-1 WB-1 P-1 P-1 P-1 P-1 FF
D103 WORKSTATIONS RES-1 WB-1 P-1 P-4 P-4 P-4 FF SEE INTERIOR FINISH PLAN FOR ACCENT PT LOCATION
D105 EXAM 4 RES-1 WB-1 P-1 P-1 P-5 P-1 FF
D106 EXAM 5 RES-1 WB-1 P-1 P-1 P-5 P-1 FF
D107 EXAM 6 RES-1 WB-1 P-1 P-1 P-5 P-1 FF
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
FE
C
FE
C
A B C D E
01
02
03
04
T-1
CP
T-1
WO
-1
T-1
WO
1
RE
S-1
T-1
RE
S-1
RE
S-2
RE
S-1
RE
S-2
RES-1RES-2
RES-1 CPT-1
RE
S-1
RE
S-2
RES-1 RES-2
MEETING RM/FUTURE EXAMS
E100
WAITING AREA
B101
ENTRY
B100
RECEPTION
B103
PUB TLT
B104
CONSULT
C104 CLEAN / MEDS
D101
SOILED
C106
HSKPG
C105
VITALS
C100A
LAB/ BLOODDRAW
C102
OFFICESTORAGE
A107
PAT TLT
C101
TREATMENT
A101
OFFICE
A102
CLEANSTORAGE/ EQUIP
A103
EXAM 1
A104
EXAM 2
A105
EXAM 3
A106
STF TLT
A108
IT
A110
BREAKROOM
A109
X-RAY &CONTROL
D102
WORKSTATIONS
D103
HALLWAY
A100
HALLWAY
C100
HALLWAY
C103
HALLWAY
D100
EXAM 4
D105
EXAM 5
D106
EXAM 6
D107
WHEELCHAIRSTORAGE
B100A
CG-1
CG-1 CG-1
CG-1
CG-1
CG-1CG-1CG-1 CG-1
EG-1
EG-1
EG-1
CG-1
EG-1
CG-1
CG-1 CG-1
PUB TLT
E101
ELEC
D104
PASSAGEWAY
B102
CG-1
CG-1
CG-1
RES-1CPT-1
CP
T-1
WO
-1 3'-0
"
3"
CP
T-1
CG-1
CG-1
EXTENTS OFCWP-1
CG-1
WINDOW FILM, WF-1,APPLIED TO INTERIOR OF
GLAZING
9'-6"
CG-1
CG-1P-6
RE
S-1
RES-1
CWP-1
6
A35.23
P-4
P-4
P-4
P-4
• NOT ALL FLOOR AND WALL FINISHES AND FLOORING TRANSITIONS ARE SHOWN IN PLAN. SEE FINISHSCHEDULE FOR COMPLETE INTERIOR FINISH LOCATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIESPRIOR TO CONSTRUCTION. 275 Fifth Street
Suite 100Bremerton, WA 98337
(360) 377-8773Fax 792-1385
Project Number
SHEET:
ISSUED:
TENANT IMPROVEMENT
JEF
FE
RS
ON
HE
AL
TH
CA
RE
PO
RT
LU
DLO
W, W
A 9
8365
2012240.00
CONSTRUCTION SET
01/22/2016
A72.02
INTERIOR FINISHPLAN
PO
RT
LU
DL
OW
MO
B89
BR
EA
KE
R L
AN
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1/4" = 1'-0"1
FLOOR PLAN - LEVEL MAIN - INTERIOR FINISH PLAN
4419REGISTERED
ARCHITECT
STEVEN M. RICE
STATE OF WASHINGTON
REVISION SCHEDULE
INTERIOR FINISH PLAN NOTES
