Schedule_B_-_Plans_Final.pdf

ASU

S

EC

I V R E S

N A

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ASU

S

EC

I V R E S

N A

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O R E G O N

I D A H O

W A S H I N G T O N

C A N A D A

M O

N T

A N

A

C A L I F O R N I A N E V A D A U T A H

P

A

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A

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W Y

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I N G

COOS BAY BOISE

POCATELLO

PENDLETON

WALLA WALLA

EUGENE BEND

PORTLAND THE DALLES

MADRAS

SALEM

ASTORIA

YAKAMA

BELLINGHAM

PSSU

OLYMPIA

TACOMA

EVERETT

SEATTLE

WELLPINIT SU

NWWSUVANCOUVERISLAND

NBSU

COLVILLE SU

COEUR D'ALENE

RESERVATION

YAKAMA SU

WMSPR SU

YELLOWHAWK SU

FTHALL SU

NoIDSU

KAMIAHLAPWAI

TAHOLAH SU

INCHELIUM

SPOKANE

NESPELEM

YAKAMA HEALTH

CENTER

M A

IN

T

E N

A N

C E

B L

D G

A D

M

IN

B L

D G

PROJECT

LOCATION

FORT ROAD

E N

T E

R T

A

IN

M E

N T

R O

A D

JAIL ROAD

N 88° 56" 00" W

S 88° 56" 00" E

N

E

YAKAMA

NATION

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

COVER SHEET

A-1

D.DIMATULACJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

INDIAN HEALTH SERVICE

YAKAMA HEALTH CENTER

IPC DEMONSTRATION SPACE

PROJECT # PO6YA657C9

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD, TOPPENISH, WA 98948

COVER SHEET

1" = 100'-0"A-1

1 YAKAMA HEALTH CENTER COMPLEX

NOT TO SCALEA-1

2 PORTLAND AREA IHS REGION A-1

3 ISOMETRIC OVERVIEW

DRAWING INDEX

DRAWING

NUMBER

SHEET

NUMBER SHEET TITLES

1 A-1 COVER SHEET

2 A-1.1 GENERAL PROJECT NOTES

3 A-1.2 CODE DATA AND ADDITIONAL NOTES

4 A-2 ARCHITECTURAL SYMBOLS,

ABBREVIATION AND GENERAL NOTES

5 A-3 ARCHITECTURAL SITE PLAN

6 A-4 ARCHITECTURAL DEMOLITION PLAN

7 A-5 ARCHITECTURAL FLOOR PLAN

8 A-5.1 FINISH FLOOR PLAN

9 A-6 ARCHITECTURAL EXISTING AND NEW

ELEVATIONS

10 A-7 ARCHITECTURAL REFLECTED CEILING

PLAN

11 A-8 ARCHITECTURAL ENLARGED EXAM ROOM

& ISOMETRIC VIEW

12 A-9 ARCHITECTURAL DETAILS

13 A-10 ARCHITECTURAL DETAILS

14 A-11 ARCHITECTURAL INTERIOR FINISH AND

DOOR SCHEDULE

15 P-1 GENERAL NOTES, LEGEND,

ABBREVIATIONS, SCHEDULE AND FIRE

PROTECTION

16 P-2 PLUMBING DEMOLITION PLAN

17 P-3 PLUMBING FLOOR PLAN

18 P-4 PLUMBING WATER AND DWV PIPING

DIAGRAMS

19 M-1 MECHANICAL GENERAL NOTES, LEGEND

AND ABBREVIATIONS

20 M-2 MECHANICAL SCHEDULES

21 M-3 MECHANICAL DEMOLITION PLAN

22 M-4 MECHANICAL FLOOR PLAN

23 M-5 MECHANICAL ATTIC PLAN

24 E-1 ELECTRICAL GENERAL NOTES, LEGEND

AND ABBREVIATIONS

25 E-2 ELECTRICAL POWER DEMOLITION PLAN

26 E-3 ELECTRICAL LIGHTING DEMOLITION PLAN

27 E-4 ELECTRICAL POWER AND TELECOM PLAN

28 E-5 ELECTRICAL LIGHTING PLAN

29 E-6 ELECTRICAL MECHANICAL PLAN

30 E-7 ELECTRICAL ACCESS CONTROL, PUBLIC

ADDRESS AND WI-FI PLAN

31 E-8 ELECTRICAL FIRE ALARM PLAN

32 E-9 ELECTRICAL PANEL SCHEDULES FOR

DEMOLITION

33 E-10 ELECTRICAL PANEL SCHEDULES NEW

WORK

34 E-11 ELECTRICAL LIGHTING FIXTURE

SCHEDULE

35 E-12 ELECTRICAL DETAILS

TRUE

NORTH

PROJECT

NORTH

PROJECT

NORTH

FINAL STAMPED SUBMITTAL

DISCLAIMER

1. SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN

IN BOLD LINES ARE NEW AND ITEMS SHOWN IN GRAYSCALE ARE

EXISTING.

2. THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC

AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE

GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE

DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE

SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS

SHOP DRAWINGS AND SIMILAR DETAILS TO DETERMINE EXACT

SPACING AND/OR INSTALLATION REQUIREMENTS.

3. IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT

THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR

INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL

IMMEDIATELY STOP WORK, ADVISE THE CONTRACTING OFFICER

AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

4. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE

PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES

OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION

BEING GIVEN TO THE CONTRACTING OFFICER IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

5. PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW

CONSTRUCTION WITH EXISTING WALLS, FLOORS, CEILINGS,

COLUMNS, FURRING, MECHANICAL AND ELECTRICAL EQUIPMENT

AND EXISTING CONSTRUCTION.

6. FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS

LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED

WHILE THE SPACE IS OPERATIONAL AND OCCUPIED BY PERSONNEL,

EQUIPMENT AND FURNITURE. AS SUCH, THE CONTRACTOR IS

RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND

VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF

WORK. THE CONTRACTOR SHALL REPORT ANY

PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN

TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM

CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE

BY THE CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

7. DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR

SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP

DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY

LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND

SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE

THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE

INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM.

THESE ITEMS ARE TO BE ADDRESSED AND CORRECTED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

8. FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT

SUCH AS PANEL BOARDS, METERS, FLUES, VENTS, ETC., SHALL BE

APPROVED BY THE GOVERNMENT.

9. ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL,

ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE

MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, IHS

CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL

CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE

INTERNATIONAL BUILDING CODE CONFLICT WITH THE

REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL

GOVERN.

10. THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE

EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A LOCATION

APPROVED BY THE GOVERNMENT.

11. ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF

IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE

FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED,

THEY SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION,

COLOR, TEXTURE AND MANUFACTURER.

21. THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE

FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE

REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL

AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE

ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE

SPECIALTIES AT NO ADDITIONAL COST TO THE

GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH

EACH SPECIALTY TRADE AND LOCATE ADDITIONAL

ACCESS PANELS FOR REVIEW AND APPROVAL BY THE IHS

PRIOR TO FRAMING THE CEILING.

22. PROVIDE TEMPORARY CONSTRUCTION BARRIERS AS

NECESSARY TO SEPARATE DEMOLITION AREAS FROM

ADJACENT OCCUPIED SPACES WHEN BARRIERS CROSS A

REQUIRED EXIT PATH, PROVIDE EXIT DOORS WITHIN

BARRIER WALL.

23. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE

PROTECTION MATERIALS ARE TO REMAIN EXCEPT WHERE

FURRING IS INDICATED TO BE REMOVED.

24. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS,

FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE

CEILING, COORDINATE CEILING SUSPENSION SYSTEM

SUPPORT LOCATIONS TO AVOID CONFLICTS WITH

EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE

WITH CEILING SUPPORTS CANNOT BE AVOIDED,

CONTRACTOR SHALL PROVIDE ALTERNATE CODE-

COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO

EXTRA COST TO THE IHS.

GENERAL PROJECT NOTES

12. CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE

ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT PATHS CLEAR

AT ALL TIMES.

SOME WORK MAY BE REQUIRED AFTER NORMAL WORKING

HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY

WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE

FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS

OF THE HEALTH CENTER. THE WORK WILL HAVE TO BE

CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION

TO HEALTH CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST

BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE

GOVERNMENT, A MINIMUM OF TWO WEEKS IN ADVANCE.

13. CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED

PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE

POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY

LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS

OF THE HEALTH CENTER. THIS PLAN SHALL BE SUBMITTED AND

APPROVED PRIOR TO MOBILIZING ON THE SITE.

14. UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES,

INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS

WITHOUT THE EXPRESS WRITTEN CONSENT OF THE

GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST

UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR

INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN

THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY

MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR

RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE

HEALTH CENTER. ALL SUCH TIME SHALL BE INCLUDED IN THE

BASE BID AND WILL NOT BE BILLABLE TO THE GOVERNMENT.

15. CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR

APPROVAL, THE LOCATION FOR LOADING AND UNLOADING

MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME

RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND SHALL

TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING

PLAN.

16. WHERE EXTERIOR WORK OCCURS, THE CONTRACTOR IS

RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY

USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL

FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING

CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING

CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD

PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO

ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY

DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL

GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES

NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO

PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE

CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE

TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE

BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL BE

IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION

SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT

THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS.

SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE

MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE

WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT

PREVENTION SIGNS AND TAGS 1910.145.

18. FOR IHS-PROVIDED EQUIPMENT TO BE INSTALLED BY THE

CONTRACTOR (SHOWN AS "IC" ON THE PLANS OR SCHEDULES),

CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE

SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-

CONNECTING AND TESTING PROPER OPERATION (PER

MANUFACTURER'S INSTRUCTIONS) OF SUCH EQUIPMENT PRIOR

TO TURNING OVER SUCH EQUIPMENT TO THE IHS.

19. FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN

DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO

INTERRUPT ANY SUCH SERVICES TO COR, IN WRITING, FIVE (5)

WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR

UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION,

THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY

SUCH SERVICES TO COR, IN WRITING, TEN (10) WORKING DAYS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE

REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF

SUCH INTERRUPTION.

20. CONSTRUCTION IS TAKING PLACE IN AN EXISTING OCCUPIED

FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT

PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION

SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED

BY THE COR. CONTRACTOR IS ADVISED THAT WORK MAY BE

STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE

COR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY

DISTURBANCE OR INTERFERENCE WITH PATIENT CARE.

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

GENERAL PROJECT NOTES

A-1.1

R. KORTEJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

• IBC 2015 EDITION

• IMC 2015 EDITION

• IEC 2012 EDITION

• ASHRAE 90.1 2010 EDITION

• ASHRAE 62.2 2010 EDITION

• ASHRAE 55 2010 EDITION

• NFPA 101 2015 EDITION

• NFPA 13

• NFPA 72

• NEC (NFPA 70) 2017 EDITION

CODE REFERENCES

THE FOLLOWING CODES ARE USED FOR THE BASIS OF DESIGN

FOR

THIS PROJECT BUT ARE NOT LIMITED TO:

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM "GOVERNMENT" SHALL MEAN DEPARTMENT OF HEALTH AND HUMAN SERVICES

IHS INDIAN HEALTH SERVICE

ABBREVIATIONS/DEFINITIONS

CONTRACTOR SHALL BE ADVISED THAT WORK OCCURS IN AN EXISTING BUILDING. THIS MEANS THERE WILL BE EXISTING

STRUCTURAL ELEMENTS SUCH AS COLUMNS, BEAMS, JOISTS, WALLS, ETC. AND UTILITIES INCLUDING CONDUITS, PIPING, DUCTWORK, COMMUNICATION CABLES, AND SIMILAR OBSTRUCTIONS BELOW THE FLOORS, WITHIN THE WALLS, AND ABOVE THE

CEILINGS. SUCH ITEMS MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ANY

SUCH ITEMS AND PROTECTING ANY WHICH ARE TO REMAIN.

(A) CONSTRUCTION WILL TAKE PLACE IN AN EXISTING BUILDING. AT THE TIME OF FIELD INVESTIGATIONS, NOT ALL CONCEALED

CONDITIONS WERE VERIFIED. AS SUCH THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS.

THE CONTRACTOR SHALL NOTIFY THE IHS OF ANY CONCEALED ELEMENTS NOT PREVIOUSLY IDENTIFIED THAT MAY

ADVERSELY AFFECT THE DESIGN WITHIN 2 DAYS OF DISCOVERY.

(B) MANY OF THE NEW CONDUITS, PIPING, DUCTWORK, COMMUNICATION CABLES WILL BE IN CONFLICT WITH THE EXISTING

UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE BEST ROUTING.

(C) THE CONSTRUCTION OF NEW FIRE WALLS AND/OR SMOKE BARRIERS MAY NEED TO BE ADJUSTED TO AVOID

EXISTING UTILITIES.

TO THE EXTENT POSSIBLE, THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS AND

POTENTIAL CONFLICTING CONDITIONS PRIOR TO BIDDING.

BUILDING CODE DATA

BUILDING OCCUPANCY

CONSTRUCTION TYPE

TOTAL OCCUPANT LOAD:

FIRE SPRINKLERED THROUGHOUT

ACCESSIBLE ENTRY ROUTE

ACCESSIBLE MEANS OF EGRESS

PROJECT SQ. FT:

B

II B

YES

YES

YES

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING,

USING THE MOST CURRENT APPLICABLE CODE EDITION. ALL

WORK SHALL BE IN COMPLIANCE WITH THE LATEST EDITION

OF THESE CODES.

• IPC 2015 EDITION

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

CODE DATA AND ADDITIONAL

NOTES A-1.2

R. KORTEJ. ROBERTS

PO6YA657C9

PROJECT

NORTH

1. FOR CEILINGS TO BE REMOVED, CONTRACTOR SHALL REMOVE

CEILING AND ITS SUSPENSION SYSTEMS BRACING AND TRIM

UNLESS OTHERWISE INDICATED. THIS INCLUDES ANY ORIGINAL

CONCEALED CEILING ABOVE (E) CEILING.

2. COORDINATE WITH OTHER DISCIPLINES FOR ITEMS THAT MAY

BE AFFECTED BY DEMOLITION WORK.

3. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS,

FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE

CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT

LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW

CONSTRUCTION.

4. NOT ALL CEILING ACCESS PANELS ARE SHOWN. COORDINATE

AND PROVIDE ADDITIONAL ACCESS PANELS AS REQUIRED BY

EACH TRADE AT NO EXTRA COST TO THE IHS

5. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE

AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-

COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA

COST TO THE IHS

6. DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF STUD

UNLESS OTHERWISE NOTED.

7. PROVIDE REQUIRED BLOCKING AND BACKING FOR ALL WALL

MOUNTED ITEMS, FIXTURES, ACCESSORIES, CASEWORK AND

EQUIPMENT.

8. WHERE FULL HEIGHT PARTITIONS ARE FIRE OR SMOKE RATED,

FRAME WALL AND INSTALL FINISH AROUND EXISTING OR NEW

PENETRATIONS FOR TIGHT FIT WITH SEALED OR FIRE CAULKED

EDGE JOINTS AS APPLICABLE.

9. COORDINATE AND PROVIDE STUD SIZES AS REQUIRED TO

FULLY ACCOMMODATE ANY CONCEALED, RECESSED, OR SEMI-

RECESSED UTILITIES, CARRIERS, STRUCTURAL MEMBERS AND

ACCESSORIES AS APPLICABLE. NOT ALL STUD SIZES ARE

SHOWN ON THE DETAILS

10. CONTRACTOR SHALL REPLACE IN KIND ANY DRY ROTTED

WOOD CONSTRUCTION PRIOR TO INSTALLING ANY FINISH

COVERING OR ROOFING MATERIAL.

11. ALL METAL STUDS ARE 3 5/8" O.U.N.

12. METAL STUDS FOR RECESSED FEC AND PLUMBING ARE 6"

GENERAL NOTESLIST OF ABBREVIATIONS

RC RESILIENT CHANNEL

RB ROOF BEAM

RAD RADIUS

R RISER

RWL RAIN WATERLEADER

RS RESAWN

ROS ROUGH SAWN

RM ROOM

REVISED

REV

RET

REQ REQUIRE

REM REMOVING

REF

RE REINFORCE(D)(ING)

RDWD REDWOOD

SKL

SIM

SHTG

SGD SLIDING GLASS DOOR

SEL

SECT

SD STORM DRAIN

SD SMOKE DETECTOR

SCHED SCHEDULE

SC SOLID CORE

S SKYLIGHT

T&B

T

SYM

SUSP

STOR

STL

ST

SS STAINLESS STEEL

SQ SQUARE

SPEC SPECIFICATION (S)

TOP

TP

TYP

TV

TW

TJI

THK

T&G

TEMP

TELE

TC

S & P

RD ROOF DRAIN

INT

DEMOLITION

DF

DET

DEM

L

JT

JST

LT

LBS

DL

DIV

DIM

DIAG

DIA

DWG

DW

DS

DO

DN

MTL

ENGR

ELEC

EL

EF

EA

FB

EXT

EXP

EST

EQ

EJT

(E)

P

II

AD

AC

A/C

AB

2FB

1FB

ALT

ALUM

AGG

FLOOR

AFF

ADD

AUTO

ASB

ARCH

APPROX

ANOD

ANC

N

(N)

FIX

FIN

FG

FNDN

FLR

FLEX

FLASH

FF

FOC

FLOUR

FE

OA

FT

FP

GALV

FURR

FTG

GI

GC

GA

FOW

FOS

FOM

O/

FOF

BET

BEL

BD

AVG

BOT

BM

BLKG

BLK

BLDG

BITUM

CIP

CB

CB

CAB

BSMT

CLO

CJT

CJ

CIRC

CIR

CONCRETE

CIPC

BS

FD

AVE

INV

DH

PED

CUBIC FOOT

PCF

PAR

OH

OPP

OD

OC

OBS

NTS

COEFFICIENT

NRC

NOM

NO.

NIC

NA

MUL

M-LAM

MISC

MIN

MFGR

MED

MECH

MC

MB

MAX

MAS

LL

LAV

LAM

LAG

JB

INSUL

INCL

ID

WI

WH

WD

WC

W/

VERT

VIF

VENT

VB

UL

WTR

WP

W/O

WIN

PL

PR

HC

HB

GYP

GRND

HDWD

HDW

HDR

HD

HM

HDCP

GWB

HW

HT

HR

HVAC

AIR CONDITIONING

HORIZ

CO

UNIT

CLR

CLKG

CLG

CONT

CONST

CONN

CONC

COMPO

COL

DBL

CT

CSMT

CORR

CMU

PVC

PT

PSI

PSF

PLYWD

LINEAL FOOT

PLF

P-LAM

PERP

PERF

GLZ

LAFW

OAE

SSD SEE STRUCTURAL DRAWINGS

STRUCT

GSM

TO

COR

REPRESENTATIVE

TOC

BW

BARI

PANA

DISTRIBUTION

ELEV

ETC

REC RECEIVING

NFPA

PCB

UON

OP

SPD SUPPLY/PROCESSING/FHW

CW

TOG

SCD SEE CIVIL DRAWINGS

WR

SMD SEE MECHANICAL DRAWINGS

ATC

FHP

TOD

CC

CONTRACTOR INSTALLED

OSHA

HEALTH ADMINISTRATION

FTP

SAB

TPO

WT

FRP

PANEL

REFRIGERATOR

REVISION(S),

RETAINED

SOUND ATTENUATION BLANKET

SECTION

SELECT

SKYLIGHT

SIMILAR

SHEATHING

SHELF & POLE

STORAGE

STEEL

STREET

STRUCTURAL

SYMMETRY (ICAL)

SUSPENDED

TOP & BOTTOM

TREAD

TEMPERED

TELEPHONE

TRASH COMPACTOR

TOP OF PARAPET

TOP PLATE

THICK (NESS)

TONGUE AND GROOVE

TOP OF

TOP OF CONCRETE

TOP OF GRADE

TOP OF DECK

TYPICAL

TELVISION

TOP OF WALL

TRUSS JOIST "I" SERIES

UNDERWRITERS LABORATORY

THERMOPLASTIC POLYOLEFIN

UNLESS OTHERWISE NOTED

VERTICAL

VERIFY IN FIELD

VENTILATE

VALLEY BEAM

WROUGHT IRON

WATER HEATER

WOOD

WATER CLOSET

WITH

WATER RESISTANT

BARRIER

WATERPROOF

WITHOUT

WINDOW

WATER RESISTANT

WEIGHT

INTERIOR

INVERT

INSULATE (D)(ION)

INCLUDE (D)(ING)

INSIDE DIAMETER

JOINT

JOIST

LIGHT

POUNDS

LIVE LOAD

LAVATORY

LAMINATE

LAG BOLT

JUNCTION BOX

LAMINAR AIRFLOW

WORK BENCH

MANUFACTURE (ER)

MEDIUM

MECHANIC (AL)

MEDICINE CABINET

MACHINE BOLT

MAXIMUM

MASONRY

METAL

MULLION

MICROLAM

MISCELLANEOUS

MINIMUM

NORTH

NEW

NOMINAL

NUMBER

NOT IN CONTRACT

NOT APPLICABLE

NATIONAL FIRE

PROTECTION ASSOCIATION

NOT TO SCALE

NOISE REDUCTION

OVERALL

OVER

OPPOSITE HAND

OUTSIDE DIAMETER

ON CENTER (S)

OBSCURE

OR APPROVED EQUAL

OPERATING ROOM

OPPOSITE

OCCUPATIONAL SAFETY AND

PEDESTAL

POUNDS PER

PARALLEL

PLATE

PERPENDICULAR

PERFORATE (D)

PANORAMIC XRAY

POLYCHLORINATE BIPHENYL

PLASTIC LAMINATE

PAIR

POLYVINYL CHLORIDE

PRESSURE TREATED

SQUARE INCH

POUNDS PER

SQUARE FOOT

POUNDS PER

PLYWOOD

POUNDS PER

DOUGLAS FIR

DETAIL

DEMOLISH

DEAD LOAD

DIVISION

DIMENSION

DIAGONAL

DIAMETER

DRAWING

DISHWASHER

DOWNSPOUT

DITTO

DOWN

EACH

EXISTING

DOUBLE HUNG

DOUBLE

ENGINEER

ELECTRIC (AL)

ELEVATION

EACH FACE

EXTERIOR

EXPANSION

ESTIMATE

EQUAL

EXPANSION JOINT

ELEVATOR

ETCETERA

FLOOR BEAM

FINISH (ED)

FIXED GLASS

FOUNDATION

FLOOR (ING)

FLASHING

FINISHED FLOOR

FACE OF CONCRETE

FLUORESCENT

FIRE EXTINGUISHER

FIRE PROTECTION

FACE OF WALL

FACE OF STUDS

FACE OF MASONRY

FACE OF FINISH

FLOOR DRAIN

FULL HEIGHT WALL

FULL HEIGHT PARTITION

FIBERGLASS REINFORCED

FIXTURE

FLEXIBLE

FOOT OR FEET

GALVANIZED

FURRING

FOOTING

GALVANIZED IRON

GENERAL CONTRACT (OR)

GAGE, GAUGE

GYPSUM

GROUND

GYPSUM WALL BOARD

GLAZING

GALVANIZED SHEET METAL

FIRE TREATED PLYWOOD

HOLLOW CORE

HOSE BIBB

HARDWOOD

HARDWARE

HEADER

HEAVY DUTY

HOLLOW METAL

HANDICAPPED

HOT WATER

HEIGHT

HOUR

HEATING, VENTILATION,

HORIZONTAL

AT

GREATER THAN

ANGLE

AND

CHANNEL

DIAMETER OR ROUND

PLATE

PARALLEL

2ND FLOOR BEAM

1ST FLOOR BEAM

POUND OR NUMBER

LESS THAN

AREA DRAIN

ASPHALT CONCRETE

AIR CONDITIONING

ANCHOR BOLT

ABOVE FINISHED

ADDENDUM

ALTERNATE

ALUMINUM

AGGREGATE

ANODIZED

ANCHOR, ANCHORAGE

AUTOMATIC

ASBESTOS

ARCHITECT (URAL)

APPROXIMATE

AVERAGE

AVENUE

ACOUSTIC TILE CEILING

BETWEEN

BELOW

BOARD

BOTTOM

BEAM

BLOCKING

BUILDING

BITUMINOUS

BASEMENT

BOTH SIDES

BOTH WAYS

BARIATRIC ROOM

CAST IN PLACE

CEILING BEAM

CATCH BASIN

CABINET

CONTROL JOINT

CEILING JOIST

CIRCUMFERENCE

CIRCLE

CAST IN PLACE

CONTRACTOR FURNISHED

CLOSET

CONTRACTING OFFICER

CLEAR (ANCE)

CAULKING

CEILING

CONTINUOUS/CONTINUED

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

COLUMN

CERAMIC TILE

CASEMENT

CORRIDOR

CONCRETE MASONRY

CONTRACTING OFFICER'S

COLD WATER

BLOCK

DEMO II IHS PROVIDED, IHS INSTALLED

IHS PROVIDED, CONSTRACTOR

INSTALLED

IC

ARCHITECTURAL SYMBOLS

CORRIDOR

C1-1

0 16'8'4'

AS801

CL

A

AS801

AS801

AS500

AS500

AS601

NORTH ARROW

AREA OF WORK

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR NUMBER

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

GRAPHIC SCALE, 1/8

"=1'-0"

A-512 D2

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

I I ITEM - IHS SUPPLIED & INSTALLED

I C ITEM - IHS SUPPLIED &

CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED &

INSTALLED

DETAIL NUMBER

SHEET WHERE DRAWN

BUILDING SECTION INDICATOR

DETAIL INDICATOR

WINDOW/LOUVER TAG

ALIGN (N) FINISH W/ (E) FINISH

AA

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL SYMBOLS,

ABBREVIATION AND GENERAL

NOTES

A-2

D.DIMATULACJ. ROBERTS

PO6YA657C9

A-3

FORT ROAD (SR 220)

E N

T E

R T

A

IN

M E

N T

R

O A

D

JAIL ROAD

A-3

1 13

8 8

4' - 5"

6' - 0"

A-3

A-3

A-3

3' - 0"

3' - 0"

EQ

EQ

24' - 0"

A-3

12 12

DEMOLISH CONCRETE SLAB BACK TO

EXPANSION JOINT

NEW CONCRETE PAD AND WALKWAY PROVIDE

CONTROL JOINTS AT 6'-0" O.C. PROVIDE

EXPANSION JOINTS AS SHOWN. DO NOT

EXCEED 1/20 SLOPE IN ANY DIRECTION.

NEW CONCRETE RAMP SLOPE PER

PLAN/DETAIL TO ASPHALT PARKING. DO NOT

EXCEED 1/20 SLOPE IN ANY DIRECTION.

EXISTING CONCRETE SLAB TO REMAIN

EXISTING GREEN LAWN

EXISTING WOOD BENCH

EXISTING MECHANICAL AIRWAY

REPLACE EXISTING BOLLARD WITH NEW

BOLLARD (AS SPECIFIED IN NOTE12).

EXISTING EXPANSION JOINT

RELOCATE TRASH RECEPTACLE TO AREA

DESIGNATED BY IHS

NEW EXPANSION JOINT

NEW SQUARE LED BOLLARDS. HYDREL

LIGHTING CAT. NO. 3140C H36 8COB 40K MVOLT

SYM BZ OR APPROVED EQUAL. WIRE TO

EXISTING BOLLARD LIGHT CIRCUIT W/ CONDUIT

AND WIRES MATCHING EXISTING.

DEMO LANDSCAPING AS NECESSARY FOR NEW

CONCRETE WALKWAY

EXISTING LANDSCAPE AREA TO REMAIN

REMOVE EXISTING BOLLARD LIGHT

SHEET NOTES:

SLOPE

CONCRETE

WALKWAY

EXISTING

ASPHALT

CLEAN CRUSHED

ROCK OVER

UNDISTURBED SOIL

EMBED

4"

LAP

1' - 6"

#3 DOWEL IN 3/4" Ø

BORE @ 18" O.C.

SET IN EPOXY GROUT

EXISTING CONC.

WALKWAY

JOINT FILLER

#3 DOWEL IN 3/4" DIA.

BORE @ 18" O.C.

SET IN EPOXY GROUT

EXISTING CONC.

WALKWAY

JOINT FILLER

LAP

1' - 6"

NEW CONCRETE

WALKWAY

EMBED

4"

CLEAR

2"

CONCRETE WALKWAY

#3 BARS @ 18" E.W.

4" CLEAN CRUSHED ROCK

OVER UNDISTURBED SOIL

O F

C O

N C

T O

B A

R

M

IN

C L R

T O

P

1.

2.

GENERAL NOTES:

THE CONTRACTOR SHALL REPLACE AND REPAIR

TO NEW CONDITION ANY DAMAGED EXISTING

LANDSCAPE, INCLUDING BUT NOT LIMITED TO:

CONCRETE FLATWORK, GRASS, GROUND COVER,

SHRUBS.

THE CONTRACTOR SHALL MODIFY, REPLACE AND

RECALIBRATE EXISTING SPRINKLER / IRRIGATION

SYSTEMS AS NECESSARY TO ACCOMMODATE

NEW CONSTRUCTION.

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL SITE PLAN

A-3

D. DIMATULACJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

NOT TO SCALEA-3

1 SITE PLAN

1/8" = 1'-0"A-3

2 PARTIAL SITE PLAN DEMOLITION

1/8" = 1'-0"A-3

3 PARTIAL SITE PLAN

PROJECT

NORTH

PROJECT

NORTH

PROJECT

NORTH

1" = 1'-0"A-3

6 RAMP DETAIL

1" = 1'-0"A-3

5 JOINT DETAIL

1" = 1'-0"A-3

4 CONCRETE PAD AND WALKWAY

1. FOR INTERIOR DEMOLITION PROVIDE ADEQUATE

SHORING OF (E) CONSTRUCTION TO REMAIN.

2. PROVIDE SAFETY BARRIERS AS NECESSARY TO

SEPARATE DEMOLITION AREAS FROM ADJACENT

OCCUPIED SPACES. SEE SPECIFICATIONS

3. CONTRACTOR SHALL DO A COMPLETE INTERIOR NON-

STRUCTURAL DEMOLITION OF THE AREA INDICATED

FROM TOP OF FLOOR SLAB TO UNDERSIDE OF

STRUCTURE EXCEPT FOR WALLS INDICATED TO

REMAIN WHERE SHOWN ON THE PLANS. GYPSUM

BOARD AT UNDERSIDE OF STRUCTURAL TRUSSES TO

REMAIN. U.O.N.

4. CONTRACTOR SHALL REMOVE ALL NON-STRUCTURAL

PARTITIONS, FLOORING, CASEWORK, CABINETS,

FIXTURES AND MISCELLANEOUS ITEMS IN THE AREA

INDICATED WHETHER OR NOT SHOWN ON THE PLAN.

U.O.N.

5. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE

PROTECTION MATERIALS ARE TO REMAIN.

6. CONTRACTOR SHALL REMOVE ALL CEILINGS AND

THEIR SUSPENSION SYSTEMS IN THE AREA INDICATED

U.O.N.

7. FOR ALL WALLS TO REMAIN, (E) GYPSUM

BOARD/PLASTER FINISH SHALL REMAIN, EXCEPT CUT

AND PATCH AS REQUIRED TO RECEIVE NEW WORK.

8. CONTRACTOR SHALL REMOVE FLOORING AND BASE

(IF ANY) THROUGHOUT DOWN TO CONCRETE SLAB

AND. PREPARE SLAB READY TO RECEIVE NEW

FLOORING IN THE AREA INDICATED. U.O.N.

9. ALL EXT. WALLS SHALL REMAIN.

10. EXISTING DOORS AND DOOR FRAMES SHALL BE

REMOVED FOR RE-USE AND STORED IN AN AREA

DESIGNATED BY IHS

GENERAL NOTES:

3 3

2 1

2 2 2

ROOM E14

EXCERSIZE

NSF=657

ROOM E13

OFFICE/WAITING

NSF=104

ROOM E13

OFFICE/WAITING

NSF=104 ROOM E12

TOILET

NSF=86 ROOM E17

WHIRPOOL

NSF=204

ROOM E16

UNIT SUPPLY

NSF=71

ROOM E18

EQUIP. STORAGE

NSF=71

ROOM E19

TREATMENT

NSF=180

ROOM E24

FEMALE TOILET

NSF=162

ROOM E21

FEMALE LOCKERS

NSF=112

A6

REMOVE SILL

REMOVE THE TWO TIER LOCKERS AND DRYWALL

SOFFIT AS NECESSARY TO INSTALL NEW WORK. STORE

LOCKERS IN SPACE DESIGNATED BY IHS.

REMOVE GYPSUM BOARD AT THE INTERIOR SIDE OF

THE WALL THAT SHALL REMAIN.

REMOVE WINDOW AS NECESSARY IN PREPARATION

FOR NEW WINDOW AND/OR DOOR INSERT. FRAME AND

EXTERIOR SILL TO REMAIN. U.O.N.

NOT USED

REMOVE WALL AS INDICATED, PATCH AND REPAIR (E)

WALLS AND CEILINGS AS NECESSARY. SOFFIT TO

REMAIN.

INTERIOR BUILDING AREA OF WORK: CONTRACTOR IS

ADVISED THAT WORK PERFORMED BY OTHER TRADES

(MECHANICAL, PLUMBING, ELECTRICAL) MAY OCCUR

OUTSIDE OF THIS AREA

DEMOLISH CEILING AND FLOOR ONLY AS NECESSARY

TO PERFORM NEW WORK IN THIS AREA. PATCH, REPAIR

AND PAINT ANY DISTURB SURFACES TO MATCH

EXISTING.

HEADER ABOVE WALL TO REMAIN SIMILAR TO HEADER

AT WEST SIDE OF SUB-WAITING ROOM N69.

DEMO CARPET

DEMO FLOORING IN CORRIDOR AT SHADED AREA.

TILE FLOORING TO REMAIN. PROVIDE FLOORING

PROTECTION DURING DURATION OF CONSTRUCTION.

REMOVE STONE VENEER AT LOCATION FOR NEW DOOR.

PROVIDE CLEAN SAW-CUT EDGES. DO NOT DAMAGE

ADJACENT STONE VENEER. SEE SHEET A-6

DOOR TO BE DEMOLISHED IN PREPARATION FOR NEW

DOOR/WINDOW UNIT.

SHEET NOTES:

ROOM N69

SUBWAITING

NSF=982

ROOM N52

CORRIDOR

NSF=309

REMOVE CEILING ONLY AS NECESSARY TO REMOVE WALL.

ALIGN TILE DEMO WITH

EXISTING WALL.

BOARDER TO BE

SYMETTRICAL ALL 4

SIDES

DEMOLISH / REMOVE (E) CONSTR

(E) CONSTR. TO REMAIN

LEGEND:

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL DEMOLITION

PLAN A-4

E. MITCHELLJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

1/4" = 1'-0"A-4

2 PARTIAL AREA E DEMOLITION

1/4" = 1'-0"A-4

1 PARTIAL AREA C DEMOLITION

PROJECT

NORTH

PROJECT

NORTH

NOTES:

1. WALLS, CEILING AND FLOORING ARE TO BE REMOVED

ONLY AS NECESSARY FOR INSTALLATION ON NEW

CONSTRUCTION.

2. PATCH PAINT AND REPAIR NEW AND EXISTING WALLS,

CEILINGS AND FLOORING AS NECESSARY TO MATCH

EXISTING LIKE NEW CONDITIONS.

C L E

A R

M

IN

55' - 7" ±

50' - 2" ± 4' - 1"

3" 7' - 0" 10' - 10" 7' - 0" 12' - 2" 10' - 5" 7' - 11" ±

EXAM RM 1

E13

EXAM RM 2

E14

EXAM RM 3

E15

EXAM RM 6

E18

EXAM RM 5

E17

MED ROOM

E12A

CORRIDOR

E12B

EXAM RM 4

E16

PATIENT REG

E12

WORK AREA

E19

10' - 5" 12' - 5" 12' - 5" 14' - 11" ±

1 1

88 8

F.E.C.

CG

CG

CG

CG

3 5

4 6

A-6

A-10

A-10

1' - 8"

1' - 8"1

FEMALE LOCKER

E21

REF /

FREEZ

SINK

CG7' - 0"

3 F.E .C

6' - 4"

ROOM N69

SUBWAITING

NSF=982

ROOM N52

CORRIDOR

NSF=309

BUILT-IN CABINET: UPPER AND LOWER WITH STAINLESS

STEEL HAND WASH SINK. SEE DETAIL 7/A10, 8/A10 AND

11/A10

BUILT-IN RECEPTION COUNTER. SEE DETAIL SHEET A-10

LIFT GATE WITH COUNTER BALANCE LIFTING DEVICE

STORAGE CABINETS. SECURE TO STUDS/BACKING PLATE.

RE-INSTALL STORED LOCKERS IN FEMALE LOCKER.

PROVIDE RESTRICTED ACCESS DOOR HARDWARE.

SLIDING RECEPTION WINDOW (WITH HEAT ACTIVATED

CLOSING DEVICE) STEEL FRAME, 3'-6" x 3'-6", SILL AT +34"

A.F.F. PROVIDE 4" WOOD SHELF AT SILL BOTH SIDES. "FYRE-

TEK" 900 SERIES OR APPROVED EQUAL. SEAL ALL JOINTS

AND PENETRATIONS.

CURTAIN TRACK ABOVE, IHS TO PROVIDE CURTAIN.

PROVIDE NEW INSULATED WINDOW UNIT WITH LOW-E

COATING WITHIN EXISTING METAL STUD FRAMING

WORK STATION COUNTER WITH PENCIL DRAWER. PROVIDE

UPPER CABINETS WHERE SHOWN AT DASHED LINE. SEE

DETAIL 5/A10, 8/A10 AND 10/A10

PROVIDE NEW INSULATED DOOR/WINDOW UNIT WITH LOW E

COATING WITHIN EXISTING METAL STUD FRAMING

NEW FLOORING

HEADER ABOVE SIMILAR TO HEADER AT WEST SIDE OF

SUBWAITING AREA

EXISTING TILE FLOOR. PROTECT FROM DAMAGE DURING

THE DURATION OF CONSTRUCTION.

ALIGN FLOORING TRANSITION WITH FACE OF WALL

NEW FLOORING IN PATTERN SHOWN. SEE FINISH FLOOR

PLAN SHEET A-5.1

BUILT-IN UPPER AND LOWER CABINETS, SEE DET 6/A10 AND

8/A10.

STACKABLE REFRIGERATOR / FREEZER WITH GLASS DOOR

ON 18" HIGH PEDESTAL. VERIFY SIZE PRIOR TO CASEWORK

FABRICATION.

SHEET NOTES

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS BEFORE

STARTING WORK.

2. WHEN LAYING OUT PARTITIONS, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO

ENSURE ALL REQUIRED CLEAR DIMENSIONS ARE MAINTAINED AS INDICATED.

PENETRATIONS ARE NOT PERMITTED THROUGH STRUCTURAL MEMBERS.

3. CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE EXISTING FLOOR SLAB TO

RECEIVE NEW FLOORING. THIS INCLUDES REMOVAL OF LEFT-OVER SUBSTRATES

FROM DEMOLITION WORK AND FILLING ANY VOIDS OR NON-LEVEL SURFACES WHERE

THEY OCCUR.

4. ALL EXPOSED WALL OUTSIDE CORNERS SHALL RECEIVE 4'-0" HIGH CORNER GUARDS.

5. ALL EXPOSED END OF PARTITIONS SHALL RECEIVE 4'-0" HIGH END WALL GUARDS

6. IN ALL AREAS WITH DEPRESSED SLAB, FILL WITH CONCRETE TOPPING PRIOR TO

INSTALLING FLOOR FINISH.

7. WHERE (N) POWER AND TELEPHONE, DATA LINES AND OUTLETS ARE INSTALLED ON

(E) FINISHED PARTITIONS, REPLACE GYP BOARD AND INSULATION & PATCH TO MATCH

ADJACENT FINISH.

8. ALL METAL STUD PARTITIONS SHALL BE 3-5/8", U.O.N. AND FULL HT. SEE DET 1/A10

9. PARTITIONS FOR PLUMBING AND RECESSED F.E.C. SHALL BE 6" METAL STUD.

10. ALL DIMENSIONS ARE TO FACE OF STUD, U.O.N.

11. DIMENSIONS TO (E) CONSTRUCTION ARE TO FACE OF FINISH, U.O.N.

12. WHERE (N) CONSTRUCTION IS INDICATED TO ALIGN WITH (E) FINISH, ADJUST FACE OF

STUD SO (N) FINISH SURFACE WILL BE FLUSH W/ ADJACENT (E) FINISH SURFACE.

MATCH (E) WALL THICKNESS WHETHER OR NOT SHOWN ON THE PLANS.

13. ITEMS SHOWN IN BOLD ARE CONTRACTOR FURNISHED AND INSTALLED. ITEMS

SHOWN IN GRAY/DASHED LINES ARE CONTRACTOR FURNISHED AND INSTALLED,

REFER TO IHS FOR SPECIFICATIONS.

14. ALL BUILT-IN CABINET DRAWERS AND DOORS SHALL BE LOCKABLE.

LEGEND

FULL HT PARTITION

SMOKE RATED WALL, SEE ALL JOINTS AND

PENETRATIONS

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL FLOOR PLAN

A-5

D. DIMATULACJ.ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

PROJECT

NORTH

1/4" = 1'-0"A-5

2 PARTIAL FLOOR PLAN

1/4" = 1'-0"A-5

1 PARTIAL AREA C FLOOR PLAN PROJECT

RESINOUS FLOOR TILE,

FRITZTILE, " RIVERSTONE" 12"x12"

RESILENT SHEET FLOORING

WITH HEAT WELDED SEAMS.

MANNINGTON, "SEDGE/SUBER" SHEET

LUXURY VINYL TILE

WITH CHEMICALLY WELDED SEAMS

MANNINGTON, "AMERICAN OAK" 6"x36"

LEGEND:

SEE SPECIFICATION 090600 FOR PAINT

ACCENT COLOR LOCATIONS

EXAM RM 1

E13

EXAM RM 2

E14

EXAM RM 3

E15

EXAM RM 6

E18

EXAM RM 5

E17

MED ROOM

E12A

CORRIDOR

E12B

EXAM RM 4

E16

PATIENT REG

E12

WORK AREA

E19

F.E.C.

CG

CG

CG

CG

A-10

A-10

SIM.

FEMALE LOCKER

E21

FREEZ

REF/

SINK

CG

ROOM N69

SUBWAITING

NSF=982

ROOM N52

CORRIDOR

NSF=309

2' - 1 1/2"

/2

2' - 1 1/2"

/2

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

FINISH FLOOR PLAN

A-5.1

E. MITCHELLJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

PROJECT

NORTH

PROJECT

NORTH

1/4" = 1'-0"A-5.1

1 PARTIAL FINISH PLAN

1/4" = 1'-0"A-5.1

2 PARTIAL AREA C FINISH PLAN

FLOOR LINE

0"

B.O.ROOF

OVERHANG

8' - 0"

WINDOW SILLS TO

REMAIN TYP. U.O.N.

ALUM. FRAME WINDOWS

TO BE REMOVED

STONE VENEER

TO REMAIN U.O.N.

REMOVE LAVA ROCK

VENEER AND SILL PROVIDE

CLEAN SAW-CUT EDGE

REMOVE WALL

BELOW WINDOW

FLOOR LINE

0"

B.O.ROOF

OVERHANG

8' - 0"

NEW ALUM FRAME

WINDOW INSERT.

ALIGN ALUM FRAME

PANEL WITH INTERIOR

WALL, SEE DET 1/A6

NEW DOOR AND FRAME AT EXISTING DOOR LOCATION,

SEE DETAIL SHEET A-10

NOTE: WINDOW AND DOOR GLAZING SHALL BE

ONE WAY REFLECTIVE TO THE EXTERIOR.

ALIGN

MATCH EXISTING

LARGE WINDOW SIZE

DEPTH

VARIES

OF WALL OR CABINET

.1 1/2" MIN FROM FACE

NEW PARTITION

ALUMINUM FRAME PANEL

(THE ALUMINUM FRAME PANEL

SHALL BE CONSTRUCTED

AS AN INTEGRAL PART OF

THE ALUMINUM WINDOW

FRAME.)

EXTERIOR WALL/WINDOW

ACCOUSTICAL SEALANT

BOTH SIDE OF WALL

FILL VOID WITH BATT

INSUL

ALIGN ALUM FRAME

PANEL WITH FACE

OF GYP BD FINISH

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL EXISTING

AND NEW ELEVATIONS A-6

D. DIMATULACJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

1/4" = 1'-0"A-6

1 EXISTING ELEVATION

1/4" = 1'-0"A-6

2 NEW ELEVATION

REMOVE EXISTING DOOR

AND FRAME

CUT BACK WINDOW SILL AS

NECESSARY FOR INSTALLATION

OF NEW WINDOW UNIT

1" = 1'-0"A-6

3 ALUMINUM FRAME PANEL

DISCLAIMERA-6

4 3D VIEW

ARTIST RENDERING - THIS IS NOT AN ACTUAL

REPRESENTATION OF THE FINAL BUILDING

EXAM RM 1

E13

EXAM RM 2

E14

EXAM RM 3

E15

WORK AREA

E19

FEMALE LOCKER

E21

CORRIDOR

E12B

PATIENT REG

E12

EXAM RM 4

E16

MED ROOM

E12A

EXAM RM 5

E17

EXAM RM 6

E18

LEGEND:

ACOUSTICAL TILE CEILING

INSULATED ACOUSTICAL CEILING TILE

CURTAIN TRACK

PATCH AND REPAIR EXISTING

ACCOUSTICAL CEILING SYSTEM

AS REQUIRED TO ACCOMODATE

AND CONNECT TO NEW HEADER

LIGHT SOFFIT

TO REMAIN

EXISTING SOFFIT

A-10

ROOM N69

SUBWAITING

NSF=982

ROOM N52

CORRIDOR

NSF=309

EXISTING AT

CEILING

VERIFY AND MATCH EXISTING

CEILING HT

GENERAL NOTES:

1. BEFORE LAYING OUT DUCTWORK, PIPING,

CONDUITS AND/OR OTHER UTILITIES ABOVE

CEILING, COORDINATE CEILING SUSPENSION

SYSTEM SUPPORT LOCATIONS TO AVOID

CONFLICTS.

2. WHERE INTERFERENCE WITH CEILING

SUPPORTS CANNOT BE AVOIDED,

CONTRACTOR SHALL PROVIDE ALTERNATE

SUSPENSION SYSTEM IN COMPLIANCE WITH

APPLICABLE CODES AND STANDARDS AT NO

EXTRA COST TO THE GOVERNMENT.

3. ALL ROOM CEILINGS ARE 8'-0" AFF, U.O.N.

4. ALL CORRIDOR CEILINGS ARE 8'-0" AFF, U.O.N.

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL REFLECTED

CEILING PLAN A-7

E. MITCHELLJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

1/4" = 1'-0"A-7

1 REFLECTED CEILING PLAN PROJECT

NORTH

1/4" = 1'-0"A-7

2 PARTIAL AREA C REFLECTED CEILING PLAN

PROJECT

EXAM ROOM 3

123 SF

CLEAR FLOOR SPACE

60" TURNING CIRCLE

TRACK CUBICLE

WITH CURTAIN

EXAM

TABLE

SIDE CHAIR

WITH ARMS

SINGLE PANEL

SLIDING DOOR

SELF ADJUSTING

STOOL

WALL-MOUNTED

SPHYGMOMANOMETER

WALL-MOUNTED

OPHTHALMOSCOPE,

OTOSCOPE

& THERMOMETER

BUILT-IN CABINET:

UPPER AND LOWER

WITH STAINLESS STEEL

HAND WASH SINK.

HAND SANITIZER

DISPENSER

HAND SOAP

DISPENSER

WORK STATION

T Y

P

1' - 6"2' - 0"

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL ENLARGED

EXAM ROOM & ISOMETRIC

VIEW

A-8

D.DIMATULACJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

3/4" = 1'-0"A-8

1 ENLARGED EXAM ROOM PLAN

A-8

2 ISOMETRIC VIEW

PROJECT

'USG' DONN COMPRESSION POST

MODEL #

LENGTH

ALLOWABLE

COMPRESSION

POST

STRUCTURE

TOP CLIP

(MECHANICALLY

FASTENED)

SPRING CLIP

ATTACHMENT

HOLES

HANGER WIRE

MAIN BEAM

BULB CLIP

(MECHANICALLY

FASTENED)

7'-0" TO 8'-6"VSA 84/102

4'-0" TO 7'-0"VSA 48/84

2'-6" TO 4'-0"VSA 30/48

VSA 18/30 1'-6" TO 2'-6"

10'-0" TO 12'-0"VSA 120/144

8-6" TO 10'-0"VSA 102/120

NOTE: ALTERNATE STEEL

MEMBER WITH SUFFICIENT

STRENGTH IN LIEU OF DONN

COMPRESSION ARE

ACCEPTABLE SUBJECT TO

ENGINEERING CALCULATION

DOCUMENTATION FOR USE

AS A COMPRESSION POST.

A FASTENER OR SPLAY WIRED MAYBE

INSERTED INTO THE TAB OF THE POST

AND THROUGH A CONVENIENCE HOLE IN

THE MAIN TEE BULB

CROSS TEE (DASHED)

BRACE WIRE

COMPRESSION POST

CROSS TEES @ 2'-0" O.C.

12 GA. BRACE WIRES

MAIN BEAM @ 4'-0" O.C.

12 GA. HANGER WIRES

NOTES:

LEGEND:

EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS

SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER EXTENSION.

SEE 4/AS802 AND 5/AS802 FOR DETAILS AT CEILING PERIMETER.

CEILING WITH AN AREA GREATER THAN 2500 SQ. FT. SHALL BE PROVIDED WITH SEISMIC SEPARATION JOINTS.

SEE 7/AS802, 8/AS802 AND 9/AS802 FOR ATTACHMENT DETAILS OF LIGHT FIXTURE 20 LBS OR LESS.

12 GAUGE VERT.

HANGER WIRE

LATERAL

BRACING

COMPRESSION

STRUT AND

BRACING WIRES)

ATTACHMENT OF

RUNNERS TO

CLOSURE ANGLE

HEAVY DUTY

MAIN

RUNNER

CROSS

RUNNER

PERIMETER

CLOSURE

ANGLE

2"

8" MAX.

MIN. 3/4"

12 GA. HANGER WIRE

ANCHORED TO STRUCTURE

ABOVE

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

ACOUSTIC CEILING PANEL

2"

8" MAX.

12 GA. HANGER WIRE

ANCHORED TO STRUCTURE

ABOVE

2" MIN. PERIMETER

CLOSURE ANGLE W/ #12

SCREWS @ EA. STUD.

ARMSTRONG STABILIZER BAR, OR

APPROVED EQUAL SYSTEM, TO KEEP

PERIMETER COMPONENTS FROM

SPREADING APART.

CEILING RUNNERS

BRACE WIRES ANCHORED TO

STRUCTURE ABOVE

ACOUSTIC CEILING PANEL

ATTACH RUNNER TO CLOSURE

ANGLE AT ONE END

M A

X

CEILING RUNNERS

12 GA. HANGER WIRES ANCHORED

TO STRUCTURE ABOVE , TYP.

4'-0" O.C. HANGER WIRES TO BE

TAUT AND TIED BOTH ENDS (3

TIGHT WRAPS IN 3" AT WIRE END)

ACOUSTIC CEILING PANEL

STRUCTURE

12 GA. BRACE WIRES TO BE

ATTACHED AT A MAXIMUM OF 45

DEGREE TO THE PLANE OF THE

CEILING AND PARALLEL TO THE

COMPONENTS AT THE BRACING

POINT. BRACE WIRES TO BE TAUT

AND TIED BOTH ENDS (4 TIGHT

WRAPS IN 3" AT WIRE END)

ACOUSTIC CEILING PANEL

1/4"ø EYE SCREW, TYP.

6" MAX.

ATTACH LIGHT FIXTURE

TO CEILING GRID

CEILING RUNNERS

12 GA. HANGER WIRE

ANCHORED TO STRUCTURE

ABOVE

LIGHT FIXTURE, 20 LBS

OR LESS THAN

ACOUSTIC CEILING PANEL

SUPPLEMENTAL 12 GA. HANGER

WIRE AT EA. CORNER OR

FIXTURE ANCHORED TO

STRUCTURE ABOVE

45°

45°

AXONOMETRIC

RECESSED FLUORESCENT

LIGHT FIXTURE PROVIDE

POSITIVE CONNECTION

TO CEILING GRID.

12 GA. FIXTURE SUPPORT

AT 4 CORNERS OF

FIXTURE. THREE FULL

WRAPS MINIMUM

NO. 12 GA. FIXTURE SUPPORT

WIRE WITHIN 3" OF EACH

CORNER OF LIGHT FIXTURE.

SPLAY WIRES AS SHOWN. FASTEN

TO STRUCTURE WITH 16d RINK

SHANK NAIL WITH MIN. 3 WIRE

TURNS AT EACH CONNECTION

POINT.

CROSS TEES

MAIN RUNNERS

AXONOMETRIC

FLUORESCENT

LIGHT FIXTURE

WITH POSITIVE

THAN 50#, PROVIDE 2-#12 GA.

HANGERS CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE.

THESE WIRES MAY BE SLACK IF NOT

SUPPLEMENTAL SUPPORT WIRES

AS REQUIRED FOR INTERMEDIATE

MAIN TEE

CROSS TEE

WIRES AS REQUIRED.

FOR LIGHTING FIXTURES

ADDITIONAL SUPPORT

WEIGHING MORE THAN

DUTY TEES ONLY

BEING USED TO SUPPORT FIXTURE

MAX.

3"

FOR LIGHTING FIXTURES WEIGHING LESS

TO SUSPENDED

CEILING SYSTEM

RECESSED

CONNECTION

4-#12 GA. w/ 3 FULL

WRAPS TYP.

50 LBS., PROVIDE

NO. 12 GA. FIXTURE SUPPORT

WIRE WITHIN 3" OF EACH CORNER

OF LIGHT FIXTURE. SPLAY WIRES

AS SHOWN. FASTEN TO STRUCTURE

WITH 16d RINK SHANK NAIL WITH

MIN. 3 WIRE TURNS AT EACH

CONNECTION POINT.

SUSPENDED CEILING SYSTEM NOTES:

SUSPENDED LIGHTING FIXTURE NOTES:

A. GENERAL:

1. VERTICAL HANGERS. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE

SPACED AT 4 FEET ON CENTER OR NO. 10 GAGE AT 5 FEET ON CENTER ALONG EACH MAIN

RUNNER UNLESS CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. EACH

VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE

SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. CONNECTION DEVICES AT THE

SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS.

SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-PLUMB UNLESS

COUNTER-SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND

INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED

WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A

MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48

INCHES.

2. PERIMETER HANGERS. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER

SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 INCHES FROM EACH WALL OR CEILING

DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT, U.O.N. MAIN TEE WITH

FIRE EXPANSION RELIEF NOTCH SHALL HAVE HANGER WIRE SUPPORT A MAXIMUM OF 3 INCHES

FROM NOTCH.

3. PERIMETER MEMBERS. UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE

APPROVED SYSTEM. WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC

CLOSURES AND WITH NO STRUCTURAL VALUE. ENDS OF MAIN RUNNERS AND CROSS MEMBERS

SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING.

4. ATTACHMENT OF MEMBERS TO THE PERIMETER. TO FACILITATE INSTALLATION, MAIN

RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH

CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS OR

AS OTHERWISE SHOWN OR DESCRIBED FOR THE APPROVED SYSTEM.

B. FOR SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORY D, INSTALL IN ACCORDANCE WITH

ASTM C635, ASTM C636, C1SCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING:

1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.

2. PERIMETER SUPPORTING CLOSURE ANGLE WIDTH SHALL BE 2 INCH MIN. IN EACH

ORTHOGONAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLE

AND THE OTHER END SHALL CLEAR THE WALL BY 3/4 INCH AND REST FREE TO SLIDE ON THE

CLOSURE ANGLE. PRE-APPROVED AND PRE-TESTED SYSTEMS WITH 7/8 INCH WIDE CLOSURE

ANGLE MAY BE USED SUBJECT TO REVIEW OF PRODUCT DATA AND CODE COMPLIANCE

DOCUMENTATION FROM MANUFACTURER.

3. CEILING AREAS EXCEEDING 1,000 SF SHALL BE INSTALLED WITH HORIZONTAL RESTRAINTS

WITH APPROXIMATELY EQUAL TRIBUTARY AREA.

a. RIGID BRACES MAY BE USED IN LIEU OF DIAGONAL SPLAY WIRES. BRACES SHALL LIMIT

LATERAL DEFLECTION TO 1/4 INCH MAX. FOR ANTICIPATED LOADS

b. LATERAL FORCE BRACING. WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT

PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES

SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION

AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES

FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE

EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR

FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT

INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE

PLACED A MAXIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT

PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL

BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN

SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS (980 N) OR THE ACTUAL DESIGN

LOAD, WHICHEVER US GREATER WITH A SAFETY FACTOR OF 2.

4. IN ADDITION, CEILING AREAS EXCEEDING 2,500 REQUIRE A SEISMIC SEPARATION JOINT

UNLESS STRUCTURAL CALCULATIONS FROM CEILING MANUFACTURER DEMONSTRATE SYSTEM

PENETRATIONS AND CLOSURE ANGLES CAN ACCOMMODATE ANTICIPATED LATERAL

DISPLACEMENT.

5. EXCEPT WHERE RIGID BRACES ARE USED, PROVIDE 2 INCH WIDE RING, SLEEVE, OR

ADAPTER AT SPRINKLER HEADS, OR OTHER PENETRATIONS TO ALLOW 1 INCH CEILING

MOVEMENT IN ALL DIRECTIONS.

6. BRACE ALL CEILING ELEVATION CHANGES.

7. SUPPORT CABLE TRAYS AND ELECTRICAL CONDUITS INDEPENDENT OF CEILING SYSTEM.

8. SUSPENDED CEILING SYSTEMS ARE SUBJECT TO SPECIAL INSPECTION.

1. INTERMEDIATE OR HEAVY-DUTY CEILING SYSTEMS SHALL BE USED FOR THE SUPPORT OF

LIGHTING FIXTURES.

2. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM.

THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE

WEIGHT ACTING IN ANY DIRECTION.

3. WHEN INTERMEDIATE-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS SHALL BE ATTACHED

TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES

MAY UTILIZE COMMON WIRES.

4. WHEN HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48"

MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT

HANGERS TO SUPPORT LIGHTING FIXTURES, THESE CROSS RUNNERS SHALL PROVIDE THE SAME

CARRYING CAPACITY AS THE MAIN RUNNER.

5. LIGHTING FIXTURES WEIGHING LESS THAN 50 POUNDS SHALL HAVE, IN ADDITION TO THE

REQUIREMENTS OUTLINED ABOVE, TWO #12 GAGE HANGERS CONNECTED FROM THE FIXTURE

HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.

6. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE

STRUCTURE ABOVE BY APPROVED HANGERS.

7. PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH

#9 GA. WIRE OR APPROVED ALTERNATE WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR

DIRECT SUPPORT.

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

TA

TE

OF CA L I FORN

IA

R E

G

I S T ER E D A RC H

I T E

C

T ASU

S

EC

I V R E S

N A

M U H

HTLAEH

F

O T

N E

M T R A

P

ED

K F DAVIS ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.COM

(925) 743-8884

REV. DATE ACTION DESCRIPTION BY APVD.

AFM BRANCH CHIEF

APPROVED: DATE:

CHECKED: DRAWN:

DATE: PROJECT NUMBER:

PUBLIC HEALTH SERVICES

DEPARTMENT OF HEALTH & HUMAN SERVICES

YAKAMA HEALTH CENTER COMPLEX

401 BUSTER ROAD TOPPENISH, WA 98948

SH. __ OF 35

DWG NO:

12/15/2017

ARCHITECT/ENGINEERS:CONSULTANTS: A B

C

D E F

G

H I

KEY PLAN

ARCHITECTURAL DETAILS

A-9

D. DIMATULACJ. ROBERTS

PO6YA657C9

IPC DEMONSTRATION SPACE

NOT TO SCALEA-9

1 COMPRESSION POST DETAIL

NOT TO SCALEA-9

2 COMPRESSION POST ISOMETRIC

NOT TO SCALEA-9

3 TYPICAL CEILING FRAMING PLAN

NOT TO SCALEA-9

4 CEILING GRIP PERIMETER

NOT TO SCALEA-9

5 CEILING GRID PERIMETER_2

NOT TO SCALEA-9

6 HANGER/BRACE WIRE ATTACHMENT

NOT TO SCALEA-9

7 LIGHT FIXTURE ATTACHMENT TO CEILING GRID

NOT TO SCALEA-9

8 SUSPENDED LIGHT FIXTURE

1 1/2" = 1'-0"A-9

9 SUSPENDED LIGHT FIXTURE 2

SLOTTED METAL TRACK W/

FASTENER(S) @ 24" O.C. (S.S.D.)

METAL STUDS-TOP OF STUDS

1/2" BELOW TOP OF TRACK (S.S.D.)

CEILING PER SCHEDULE

BATT INSUL. BETWEEN STUDS

METAL TRACK W/

POWDER

DRIVEN FASTENER

@ 32" O.C. (S.S.D.)

UNDERSIDE OF

STRUCTURE

5/8" TYPE "X" GYP. BD. BOTH

SIDES. FASTEN GYP BD TO STUDS

- NOT TO TRACK

CAULK ALL AROUND BOTH

SIDES, TYP

CAULK JOINT BOTH SIDES

METAL STUD WALL

BATT INSULATION

CAULK ALL

AROUND BOTH

SIDES, TYP.

DOOR

5/8" TYPE "X" GYP

BD. EACH SIDE METAL STUD

WALL

BATT

INSULATION

CAULK ALL

AROUND BOTH

SIDES, TYP.

DOOR

SAW CUT EXISTING

LAVA ROCK

VEN…