B01 Att J02 - Combined Drawings - CSU LG Dental Remodel.pdf

VICINITY MAP DRAWING INDEX PROJECT DIRECTORY

LOCATION MAP

INDIAN HEALTH SERVICE - BILLINGS AREA

LODGE GRASS DENTAL, HIM & PHARMACY

RENOVATION

JOHN NOMEE CIRCLE, LODGE GRASS, MT 59050

CONSTRUCTION DOCUMENTS

R

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

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CONSTRUCTION

DOCUMENTS

07.01.2022

G001

ARCHITECTURAL

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE INFORMATION - IEBC

A003 ACCESSIBILITY DETAILS

A004 ACCESSIBILITY DETAILS

A005 AREA OF WORK PLAN

A011 PARTITION TYPES AND CONSTRUCTION ASSEMBLIES

A071 DEMOLITION PLAN - LEVEL 1

A072 DEMOLITION RCP - LEVEL 1

A111 FLOOR PLAN - LEVEL 1

A151 REFLECTED CEILING PLAN - LEVEL 1

A401 ENLARGED PHARMACY PLANS AND INTERIOR ELEVATIONS

A402 ENLARGED DENTAL PLANS AND INTERIOR ELEVATIONS

A601 DOOR SCHEDULE / DOOR, FRAME AND WINDOW ELEVATIONS

A611 ROOM FINISH SCHEDULE

GENERAL

G001 COVER SHEET OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7307

LODGE GRASS DENTAL

LODGE GRASS DENTAL

ARCHITECT

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

CONTACT: MATT MASSA, PROJECT MANAGER

mmassa@sehinc.com

STRUCTURAL

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

ELECTRICAL

E000 ELECTRICAL TITLE SHEET

E101 LIGHTING PLAN- DEMO

E102 LIGHTING PLAN- NEW CONSTRUCTION

E201 POWER PLAN- DEMO

E202 POWER PLAN - NEW CONSTRUCTION

E501 ELECTRICAL ONE-LINE DIAGRAM

E601 ELECTRICAL CALCULATIONS AND SCHEDULES

E602 ELECTRICAL CALCULATIONS AND SCHEDULES

MECHANICAL

PLUMBING

ELECTRICAL

PLUMBING

P111 DOMESTIC WATER AND DENTAL AIR PLAN

P211 SANITARY WASTE, VENT, AND DENTAL VACUUM PLAN

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 6000, COLORADO CENTER TOWER ONE

DENVER, COLORADO 80222

MAIN: 800-490-4966

FIRE PROTECTION

MP001 MECHANICAL SYMBOLS AND ABBREVIATIONS

MP002 CODE COMPLIANCE

FP111 FIRE PROTECTION PLAN

M071 MECHANICAL REMOVAL PLAN

M111 HVAC PLAN

M601 MECHANICAL DETAILS

M701 MECHANICAL SCHEDULES

MECHANICAL

REVISION SCHEDULE

REV. # DESCRIPTION DATE

S001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS

S100 STRUCTURAL FRAMING PLAN

S511 FRAMING DETAILS

STRUCTURAL

SOIL

BASE COURSE, SUB-

BASE, GRAVEL,

CRUSHED ROCK

CONCRETE

BRICK MASONRY

CUT STONE, SAND,

MORTAR, PLASTER

CONCRETE MASONRY

UNITS

STEEL

ALUMINUM (OMIT IN

THIN MATERIAL)

BRONZE, BRASS, COPPER

INSULATION BOARD

RIGID INSULATION

WOOD, FINISH

WOOD FRAMING THROUGH

MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

METAL LATH

PLYWOOD

GYPSUM BOARD

PARTICLE BOARD

GLASS

GLASS BLOCK

CARPET

CERAMIC TILE, QUARRY TILE,

OR RESILIENT FLOORING

(SHOWN PROFILE ONLY)

ASPHALTIC CONCRETE OR

A.C. PAVING

(SHOWN PROFILE ONLY)

BATT INSULATION

NEW CONSTRUCTION NON-RATED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

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

DIMENSION TO FACE OF WALL OR PARTITION

DIMENSION TO CENTER OF WALL OR PARTITION

INTERNATIONAL SYMBOL: FIXTURE OR

SPACE DESIGNED ACCESSIBLE

CONCRETE MASONRY PARTITION

CONCRETE PARTITION

(FOW)

A101

SIM

A

Ref#

ROOM NAME

150 SF

LEVEL 1

100'-0"

10.10

A

F#

R#

RFI #

EXTERIOR ELEVATION NUMBER

EXTERIOR ELEVATION SHEET

CALLOUT NUMBER

CALLOUT SHEET

REVISION CLOUD

REVISION NUMBER

INTERIOR ELEVATION SHEET

ROOM AREA

ROOM NUMBER

ROOM NAME

INTERIOR ELEVATION NUMBER

LEVEL NAME

ELEVATION

WINDOW TAG

DOOR TAG

WALL TAG

SPECIAL EQUIPMENT TAG

KEYNOTE TAG

FLOOR TAG

ROOF TAG

DETAIL NUMBER

DETAIL SHEET

BUILDING SECTION NUMBER

BUILDING SECTION SHEET

A101

SIM

WALL SECTION NUMBER

WALL SECTION SHEET

1 PLAN KEYNOTE

F#

R#

A101

SIM

A101

Ref

A101

SIM

4A 8"

EX

D E

M O

NEW DOOR REPRESENTATION

NEW DOOR TAG

EXISTING DOOR REPRESENTATION

"EX" TEXT LABEL

DEMO DOOR REPRESENTATION

"DEMO" TEXT LABEL

WINDOW REPRESENTATION

WINDOW TAG

LOUVER REPRESENTATION

LOUVER TAG

A

A

1. THESE DRAWINGS ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND

ITS AUTHORIZED AGENTS AND VENDORS ON THE DESIGNATED PROJECT ONLY.

2. GC RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE

DOCUMENTS AND THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.

3. CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE SITE AND

COMPARE DRAWINGS WITH THE EXISTING CONDITIONS. ANY DISCREPANCIES AND/OR

CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IN WRITING TO THE OWNER

BEFORE STARTING WORK.

4. ALL CONSTRUCTION, FABRICATION AND INSTALLATION SHALL CONFORM TO THE LATEST

LOCALLY ADOPTED EDITIONS OF THE IBC, IPC, IMC, NEC, NFPA, OSHA AND ANY FEDERAL,

STATE AND LOCAL CODES, REGULATIONS, STANDARDS AND ORDINANCES OF GOVERNING

AGENCIES HAVING JURISDICTION. SUCH APPLICABLE CODES, ETC. ARE THOSE WHICH ARE IN

EFFECT AT THE TIME THE PROJECT PERMIT APPLICATION IS RECORDED.

5. ALL TRADES ARE CONSIDERED SPECIALISTS IN THEIR RESPECTIVE FIELD/TRADE AND SHALL, BEFORE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR IN

WRITING OF ANY WORK ON THE DRAWINGS OR IN THE SPECIFICATIONS WHICH CANNOT BE

FULLY WARRANTED OR CONSTRUCTED AS DETAILED OR SPECIFIED. THE CONTRACTOR WILL

NOTIFY THE OWNER OF SUCH CONDITIONS IN WRITING.

6. DUE TO REPRODUCTION PROCESSES, DRAWINGS MAY NOT BE ACCURATE TO SCALE. ALL

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND IN NO CASE SHALL

WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS.

7. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE

SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. DISCREPANCIES BETWEEN THE

VARIOUS DRAWINGS SHALL BE REPORTED BY THE CONTRACTOR TO THE OWNER IN WRITING.

8. BEFORE STARTING WORK, COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR

INSTALLATION OF EQUIPMENT INDICATED N.I.C. ON DRAWINGS. VERIFY EQUIPMENT

LOCATIONS WITH THE OWNER'S PRESENTATIVE. VERIFY DIMENSIONS, UTILITIES, ETC, WITH

EQUIPMENT MANUFACTURERS ROUGH -- IN DATA PRIOR TO FORMING THE SLAB.

9. PRODUCTS AND MANUFACTURED ITEMS SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS

WILL BE PERMITTED IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN THE

SPECIFICATIONS.

10. WHERE DETAILS ARE NOT SHOWN OR NOTED, GC IS TO PROVIDE A WRITTEN REQUEST FOR

INFORMATION TO CLARIFY SPECIFIC DETAIL CONDITIONS.

11. ALL INDICATED EXISTING UTILITIES OR STRUCTURES ARE BASED ON INFORMATION OF

RECORD. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF

RECORD OR NOT SHOWN. BE RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR

DUE TO FAILURE TO LOCATE AND PROTECT ALL CONCEALED UTILITIES.

12. COMPLY WITH ALL JURISDICTIONAL AGENCY REQUIREMENTS AND REGULATIONS. PERFORM

ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH

STANDARDS 29 CFR 1910 AND 1926 OF THE U.S. DEPARTMENT OF LABOR AND THE AMERICANS

WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES.

13. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. BE RESPONSIBLE TO PROVIDE MATERIALS AND EQUIPMENT

COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.

14. PROVIDE PERMITS AND INSPECTIONS REQUIRED BY JURISDICTIONAL AGENCIES.

15. PROVIDE SET OF RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ALL

ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC.

16. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. PROVIDE

PORTABLE GENERATORS, CABLES, OUTLETS ETC., TO MAINTAIN CONTINUITY OF SERVICE

PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO OWNER APPROVAL.

17. COORDINATE CONSTRUCTION PHASING WITH THE OWNER. TEMPORARY PARTITIONS,

LOCATIONS & CONSTRUCTION DETAILS IN PUBLIC SPACES SHALL BE SUBMITTED TO THE

OWNER FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

18. PATCH AND MATCH ALL NEW WORK W/ EXISTING WHERE NEW TO EXISTING INTERFACE

OCCURS.

19. RESTORE ALL REMOVED OR DAMAGED STRUCTURAL STEEL CEMENTITIOUS FIRE PROOFING

TO REQUIRED FIRE RESISTIVE STANDARD.

20. SUBMIT SAMPLES OF ALL EXPOSED PRODUCTS, MATERIALS, PAINTING SYSTEMS, ETC. FOR

ARCHITECT'S REVIEW, COLOR SELECTION OR COLOR VERIFICATION PRIOR TO ORDERING

ITEMS.

21. SEAL ALL DUCTS, LOUVERS, VENTS, OPENINGS AND CEILING SPACES BETWEEN

CONSTRUCTION AREA AND REMAINDER OF SHELLED SPACES TO PREVENT DUST, DIRT,

CONTAMINATION OR DEBRIS FROM ENTERING.

22. DO NOT ALLOW DIRT, DEBRIS OR DISCARDED MATERIALS TO ACCUMULATE ON SITE. REMOVE

PROMPTLY EACH DAY.

23. VERIFY SERVICES TO BE ABANDONED, REMOVED OR CUT HAVE BEEN PROPERLY AND SAFELY

SHUT OFF, CAPPED OR SEALED.

24. KEEP NOISE AND VIBRATION PRODUCING ACTIVITIES AT A MINIMUM WHEN WORKING WITHIN

OR ON THE EXISTING BUILDING. APPROPRIATE TIMES OF SUCH ACTIVITIES SHALL BE

COORDINATED WITH OWNER IN WRITING AT BEGINNING OF PROJECT.

25. IN THE EVENT THAT NOISE AND VIBRATION PRODUCING ACTIVITIES WILL OCCUR DURING

TIMES OTHER THAN THOSE NOTED ABOVE, OBTAIN PERMISSION FROM THE OWNER IN

WRITING A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF ACTIVITIES.

26. KEEP UTILITY AND SERVICE OUTAGES TO A MINIMUM. MAKE WRITTEN OUTAGE REQUESTS AT

LEAST FIVE DAYS BEFORE DATE OF PROPOSED OUTAGE. STATE IN THE REQUEST HOURS OF

OUTAGE. CONFIRM DATE 48 HOURS IN ADVANCE OF STARTING DATE.

27. ASSIGN THE WORK OF MOVING, REMOVAL, CUTTING, PATCHING AND REPAIR TO TRADES

UNDER CONTRACTOR SUPERVISION TO CAUSE THE LEAST DAMAGE TO EACH TYPE OF WORK

ENCOUNTERED.

28. PATCHING OF FINISH MATERIALS TO MECHANICS SKILLED IN THE WORK OF THE FINISH TRADE

INVOLVED.

29. PROTECT REMAINING FINISHES, EQUIPMENT AND ADJACENT WORK FROM DAMAGE CAUSED

BY CUTTING, MOVING AND REMOVAL AND PATCHING OPERATIONS. PROTECT SURFACES

WHICH WILL REMAIN A PART OF THE FINISHED WORK.

30. PROTECT EXISTING AND NEW WORK FROM WEATHER DURING CUTTING, MOVING, REMOVAL

CONSTR. PROVIDE WEATHER PROTECTION AND OTHER FACILITIES AND PROTECTION AS

NEEDED TO PREVENT DAMAGE TO NEW WORK AND TO REMAINING OLD WORK.

31. PROVIDE ADEQUATE SUPPORT OR SUBSTRATE FOR PATCHING FINISHES.

32. USE OF HAZARDOUS MATERIALS SHALL CONFORM WITH 29 CFR 1910.120 AND 1926.65 OF THE

OSHA CODE.

33. REMOVAL OF HAZARDOUS WASTE SHALL COMPLY WITH CURRENT FEDERAL, STATE AND

LOCAL REGULATIONS, STANDARDS, LAWS AND REQUIREMENTS.

34. THE WET SIDE FIRE PROTECTION CONTRACTOR SHALL PROVIDE TO THE OWNER, THROUGH

THE NORMAL SUBMITTAL PROCESS, SPRINKLER PLANS SHOWING PIPING PLANS, POINTS OF

CONNECTIONS, HEAD LOCATIONS, VALVE LOCATIONS, CALCULATIONS, AND HEAD TYPES AND

FINISHES PRIOR TO SUBMISSION TO THE FIRE DEPARTMENT FOR THE OWNER'S REVIEW AND

APPROVAL. DO NOT SUBMIT DRAWINGS TO ANY JURISDICTION PRIOR TO GAINING THIS

REVIEW AND APPROVAL.

35. THE ELECTRONIC FIRE PROTECTION CONTRACTOR SHALL PROVIDE TO THE ARCHITECT,

THROUGH NORMAL SUBMITTAL PROCESS, PLANS SHOWING THE SIZE, LOCATION, MOUNTING

HEIGHTS, AND FINISH OF ALL STROBES, SPEAKERS, AND SPEAKER STROBES AS WELL AS

SHOWING ALL CONDUIT RUNS, CONDUIT SIZES, AND POINTS OF CONNECTION FOR OWNER'S

REVIEW AND APPROVAL. DO NOT SUBMIT DRAWINGS TO ANY JURISDICTION PRIOR TO

GAINING THIS REVIEW AND APPROVAL.

ARCHITECTURE GENERAL NOTES:

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

⌀ DIAMETER/ROUND

(E) EXISTING

# POUND/NUMBER

+/- PLUS OR MINUS

P PROPERTY LINE

SQ SQUARE

A/C AIR CONDITIONING

A.B. ANCHOR BOLT

ABV. ABOVE

A.C. ASPHALTIC CONCRETE

ACC. ACCESSIBLE

ACOUS. ACOUSTICAL

A.D. AREA DRAIN

ACCESS DOOR

ADD. ADDENDUM

ADJ. ADJUSTABLE

ADJA. ADJACENT

A.F. ACCESS FLOOR

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

A.H.U. AIR HANDLING UNIT

ALUM. ALUMINUM

ALT. ALTER OR ALTERNATE

ANG. ANGLE

ANOD. ANODIZED

A.P. ACCESS PANEL

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT (PAVING)

A.T. ACOUSTICAL TILE

A.W. ARCHITECTURAL

WOODWORK

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

B.O.H. BACK OF HOUSE

BOT. BOTTOM

BR. BEDROOM

BRG. BEARING

BRKT. BRACKET

B.S. BOTH SIDES

BSMT. BASEMENT

BTWN. BETWEEN

B.U.R. BUILT-UP ROOFING

C CHORD/COMPACT

CAB. CABINET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS

BACKER BOARD

C.C.T.V. CLOSED CIRCUIT

TELEVISION

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F./C.I. CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

C.F.M. CUBIC FEET PER MINUTE

C.G. CORNER GUARD

CHAN. CHANNEL

CH.W.R. CHILLED WATER RETURN

CH.W.S. CHILLED WATER SUPPLY

C.I. CAST IRON

C.I.P. CAST-IN-PLACE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CLNG CEILING

CLO. CLOSET

CLR. CLEAR

CM. CENTIMETER

C.M.U. CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEANOUT/CASED OPENING

/CONCRETE OPENING

COL. COLUMN

COMM. COMMUNICATION

COMP. COMPARTMENT

CONC. CONCRETE

COND. CONDITION

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COOR. COORDINATE

CORR. CORRIDOR

C.O.T.G. CLEAN OUT TO GRADE

CP. CARPET

C.R. CLOSET ROD

C.R.M. CONCRETE RUBBLE

MASONRY

C.T. CERAMIC TILE

CTR. CENTER

CTSK. COUNTERSUNK

CUST. CUSTOM

C.W. COLD WATER

C.W.R. COLD WATER RETURN

d PENNY (NAILS)

D. DEEP/DEPTH/DRYER

D.A. DOUBLE ACTING

DBL. DOUBLE

D.D. DECK DRAIN

DEPT. DEPARTMENT

DET. DETAIL

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

D.O. DOOR OPENING

D.PTN DEMOUNTABLE PARTITION

DR. DOOR

DS DOWNSPOUT

D.SP. DRY STANDPIPE

DW. DISHWASHER

DWG. DRAWING

DWR. DRAWER

E. EAST

EA. EACH

E.A.R. EXHAUST AIR REGISTER

E.C. ELASTOMERIC COATING/

EXPOSED CONSTRUCTION

E.F. EXHAUST FAN

E.F.S. EXTERIOR FINISH SYSTEM

E.G.C.B. EXTERIOR GYPSUM

CEILING BOARD

E.G.S.B. EXTERIOR GYPSUM

SHEATHING BOARD

E.I.F.S. EXTERIOR INSULATION

& FINISH SYSTEM

E.J. EXPANSION JOINT

EL. ELEVATION

ELAS. ELASTOMERIC

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMER. EMERGENCY

ENCL. ENCLOSURE

E.O.S. EDGE OF SLAB

E.P. ELECTRICAL PANEL

EQ. EQUAL

EQPT. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRICAL WATER COOLER

EXH. EXHAUST

EXP. EXPANSION

EXPO. EXPOSED

EXIST. EXISTING

EXT. EXTERIOR

F. FEMALE

F.A. FIRE ALARM

FAB. FABRICATE

F.A.M. FLUID APPLIED MEMBRANE

F.B. FLAT BAR

F.C.O. FLOOR CLEAN OUT

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN/

FIRE DAMPER

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.F.&E. FURNITURE, FIXTURE

& EQUIPMENT

F.F.S. FINISH FLOOR SEPARATION

F.H. FLAT HEAD

F.H.C. FIRE HOSE CABINET

FIN. FINISH

FIXT. FIXTURE

FLASH. FLASHING

FLDG. FOLDING

FLG. FLOORING

FLR. FLOOR

FLUOR. FLUORESCENT

F.N.D. FEMININE NAPKIN

DISPOSAL

F.N.V. FEMININE NAPKIN

VENDOR

FND. FOUNDATION

F.O. FACE OF ...

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MANSONRY

F.O.S. FACE OF SLAB/

FACE OF STUD

F.O.W. FACE OF WALL

FR. FRAME

F.R.G. FIBER REINFORCED

GYPSUM

F.R.P. FIBERGLASS REINFORCED

POLYESTER

F.R.T. FIRE RETARDANT

TREATED WOOD

FRZ. FREEZER

F.S. FLOOR SINK/FULL SIZE

FT. FOOT/FEET

F.T.D. FACIAL TISSUE DISPENSER

FTG. FOOTING

FURR. FURRING/FURRED

FUT. FUTURE

G. GAS (PIPE)

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.B. GRAB BAR

GEN. GENERATOR

G.F.I. GROUND FAULT

INTERCEPTOR

G.F.R.C. GLASS FIBER

REINFORCED CONCRETE

GL. GLASS

GLU-LAM GLUED LAMINATED WOOD

GND. GROUND

G.P.H. GALLONS PER HOUR

G.S.B. GYPSUM SHEATHING

BOARD

GYP. GYPSUM

H. HEIGHT/HIGH

H.B. HOSE BIB

H.C. HOLLOW CORE

HCP. HANDICAPPED

HD. HEAD

HDWD. HARDWOOD

HDWE. HARDWARE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

H.S. HAND SINK

HT. HEIGHT

HTR. HEATER

H.V.A.C. HEATING, VENTILATION

AND AIR CONDITIONING

H.W. HOT WATER

H.W.R. HOT WATER RETURN

I.D. INSIDE DIAMETER

(DIMENSION)

INCL. INCLUDED/INCLUSIVE/

INCLUDING

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAL. JALOUSIE

JAN. JANITOR

J.B. JUNCTION BOX

JST. JOIST

JT. JOINT

K.D. KNOCK DOWN

KG. KILOGRAM

KIT. KITCHEN

KM. KILOMETER

K.O. KNOCK-OUT

KW KILOWATT

L. LENGTH/LONG

LAB. LABORATORY

LAM. LAMINATE/LAMINATED

LAV. LAVATORY

LB. POUND

L.F. LINEAL FOOT

LIQ. LIQUOR

LKR. LOCKER

LOC. LOCATION

L.P. LAMINATED PLASTIC

LTG. LIGHTING

LVR. LOUVER

M. MALE

MAT'L. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MLDG. MOULDING

MM. MILLIMETER

M.O. MASONRY OPENING

MOD. MODULAR

M.R. MOISTURE RESISTANT

MTD. MOUNTED

MTG. MOUNTING

N. NORTH

N.I.C. NOT IN CONTRACT

N.L. NIGHT LIGHT

NO. NUMBER

NOM. NOMINAL

N.S. NO SCALE

N.T.S. NOT TO SCALE

O. OVER

O.C. ON CENTER

OA. OVERALL

O.A.G. OUTSIDE AIR GRILLE

OBS. OBSCURE

O.D. OUTSIDE DIAMETER

(DIMENSION)

O.F./C.I. OWNER FURNISHED/

CONTRACTOR INSTALLED

OFD. OVERFLOW DRAIN

OFF. OFFICE

O.F./O.I. OWNER FURNISHED/

OWNER INSTALLED

OPNG. OPENING

OPP. OPPOSITE

OPQ. OPAQUE

OPR. OPERABLE

OVHD. OVERHEAD

PASS. PASSAGE

P.C. POST CONTRACT

P.C.A. POST CONTRACT

ARCHITECTURAL

PC. PIECE

P.D. PLANTER DRAIN

PERIM. PERIMETER

PERP. PERPENDICULAR

PH. PENTHOUSE

P.I.P. POURED-IN-PLACE

PL. PLATE

PLAM. PLASTIC LAMINATE

PLAS. PLASTER

PLBG. PLUMBING

PLYWD. PLYWOOD

PNL. PANEL

PR. PAIR

P.R.B.P. PRESSURE REDUCING

BACK FLOW PREVENTER

PRCST. PRECAST

PREFAB. PREFABRICATED

PREP. PREPARATION

PROP. PROPERTY

P.R.V. PRESSURE RELIEF VALVE

P.S.F. POUNDS PER SQUARE

FOOT

PT. PAINT/POINT

P.T.D. PAPER TOWEL DISPENSER

P.T.D.R. PAPER TOWEL DISPENSER

& RECEPTACLE

PTN. PARTITION

P.T.R. PAPER TOWEL

RECEPTACLE

PVC POLY VINYL CHLORIDE

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

R.B. RESILIENT BASE

RB.HK. ROBE HOOK

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REBAR REINFORCING BAR

REF. REFERENCE/REFER

REFL. REFLECTOR

REFR. REFRIGERATOR

REINF. REINFORCED/REINFORCING

REQ. REQUIRED

RESIL. RESILIENT

REST. RESTROOM

REV. REVISED/REVISION

R.F. RESILIENT FLOORING

RFG. ROOFING

RGTR. REGISTER

R.H. ROUND HEAD

RLG. RAILING

RM. ROOM

R.O. ROUGH OPENING

R.W.R. RECESSED WASTE

RECEPTACLE

RWD. REDWOOD

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A. SINGLE ACTING

S.C. SOLID CORE

SC. SCALE

SCHED. SCHEDULE

SCP. SCUPPER

S.C.R. SHOWER CURTAIN ROD

S.D. SMOKE DETECTOR

SECT. SECTION

S.F. SQUARE FEET

SH. SHELF

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLOPE

SLDG. SLIDING

SLNT. SEALANT

S.M. SQUARE METER

S.MH. SEWER MANHOLE

S.N.D. SANITARY NAPKIN

DISPENSER

S.N.R. SANITARY NAPKIN

RECEPTACLE

S.P. SOLID PLASTIC

SPEC. SPECIFICATIONS

SPKR. SPEAKER

SPRK. SPRINKLER

SQ. SQUARE

S.SK. SERVICE SINK

S.STL. STAINLESS STEEL

ST. STONE

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE/STRUCTURAL

SURR. SURROUND

SUSP. SUSPEND/SUSPENDED

SVC. SERVICE

SW. SWITCH

SYM. SYMMETRICAL

SYS. SYSTEM

T. TREAD

T&G TONGUE AND GROOVE

T./S TUB/SHOWER

TACKBD TACKBOARD

T.B. TOWEL BAR

T.D. TRENCH DRAIN

TEL. TELEPHONE

TEMP. TEMPERED/TEMPORARY

TER. TERRAZZO

TFE TOP OF FOOTING

TFMR. TRANSFORMER

THK. THICK/THICKNESS

THR. THRESHOLD

TLT. TOILET

T.O. TOP OF ...

T.O.C. TOP OF CURB

T.O.F. TOP OF FLOOR

T.O.P. TOP OF PARAPET

TOP OF PAVEMENT

T.P.B. TELEPHONE POWER

BOARD

T.P.D. TOILET PAPER DISPENSER

T.P.H. TOILET PAPER HOLDER

TOS TOP OF STEEL

TPE TOP OF PIER

TRAN. TRANSITION

TRANS. TRANSPARENT

TSE TOP OF SLAB

T.S. TUBE STEEL

T.S.C.D. TOILET SEAT

COVER DISPENSER

T.SH. TOWEL SHELF

TV. TELEVISION

TWE TOP OF WALL

TYP. TYPICAL

UC. UNDERCUT

U.L. UNDERWRITERS

LABORATORIES, INC.

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

U.P. UPHOLSTERED PANELS

UR. URINAL

VAL. VALANCE

VAR. VARIES

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

VLV. VALVE

VOL. VOLUME

V.P. VENEER PLASTER

V.T.R. VENT THROUGH ROOF

W. WEST/WIDTH/WIDE/WASHER

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WALLCOVERING

WD.P. WOOD PANELING

WDW. WINDOW

W.GL. WIRE GLASS

W.H. WATER HEATER

WARNOCK HERSEY

W.O. WHERE OCCURS/

WINDOW OPENING

WP. WATERPROOF

WP.M. WATERPROOF MEMBRANE

W.S. WOOD SCREWS

W.R. WATER RESISTANT

WRB. WARDROBE

WSCT. WAINSCOT

W.S.P. WET STAND PIPE

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

R

SEH Project

Checked By

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

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P

M GENERAL INFORMATION

AND ABBREVIATIONS

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CONSTRUCTION

DOCUMENTS

07.01.2022

A001

ABBREVIATIONS MATERIAL SYMBOLS CALLOUT SYMBOLS GENERAL NOTES

OPENING SYMBOLS GENERAL SYMBOLS

REVISION SCHEDULE

REV. # DESCRIPTION DATE

DC DC

PRIVATE

OFFICE

DENTIST 1 DENTIST 2 DENTIST 3

OFFICE

HIM

HIM

PHARMACY

DENTAL LABX RAY

CLEAN/DIRTY

CLEAN/DIRTY

DENTIST

COORIDOR CORRIDOR

LOBBY

VESTIBULE

EGRESS TRAVEL DIST = 79'-1"

Copy and Paste Code Summary Notes in this View

GROUP B OCCUPANCY

EXIT ACCESS

EGRESS PATH

CODE LEGEND

1/2 HOUR FIRE SEPARATION

PORTABLE FIRE EXTINGUISHER

IN CABINET

PORTABLE BRACKET MOUNTED

FIRE EXTINGUISHER

RELEVANT CODES AND STANDARDS

[the latest published edition shall apply]

• National Fire Codes (NFC)

• NFPA 101 – Life Safety Code

• International Existing Building Code

• International Building Code

• Architectural Barriers Act (ABA) Standards

• IHS Technical Handbook

• ASCE 7 Minimum Design Loads for Buildings and Other Structures

• ASHRAE Standard 111 “Practices for Measurement, Testing, Adjusting, and Balancing of Building

Heating, Ventilation, Air-Conditioning and Refrigeration Systems.

• All applicable IEEE Standards

• ASHRAE Guideline 0, The Commissioning Process

BUILDING DATA

WORK AREA: 3111 SF

OCCUPANCY GROUP: B (NO CHANGE IN OCCUPANCY)

CONSTRUCTION TYPE: V-B

SPRINKLERED: YES

FIRE ALARM: YES

FIRE RATED CORRIDORS NOT REQUIRED DUE TO LOW OCCUPANT LOAD.

ENERGY COMPLIANCE PATH: PRESCRIPTIVE

CLASSIFICATION OF WORK: ALTERATION LEVEL TWO

2021 EXISTING BUILDING CODE (IEBC)

CHAPTER 3:

(301.3) CHOOSE ONE METHOD OF COMPLIANCE:

• PRESCRIPTIVE COMPLIANCE - REF CHAPTER 5

PROVISIONS FOR ALL COMPLIANCE METHODS

(302.3) EXISTING MATERIALS: MATERIALS ALREADY IN USE PERMITTED TO REMAIN IN USE

UNLESS DETERMINED TO BE UNSAFE.

(306) ACCESSIBILITY FOR EXISTING BUILDINGS: BUILDINGS SHALL BE DESIGNED TO BE

ACCESSIBLE PER THIS CODE AND EXISTING BUILDING PROVISIONS IN ICC A117.1.

(306.7) ALTERATIONS: MAINTAIN ACCESSIBILITY PER CHAPTER 11 OF THE IBC AND ICC A117.1

UNLESS TECHNICALLY INFEASIBLE.

CHAPTER 4: REPAIRS

(402.1) GLAZING IN HAZARDOUS LOCATIONS: PROVIDE SAFETY GLAZING PER THE IBC.

(404.1) EGRESS: MAINTAIN LEVEL OF PROTECTION FOR MEANS OF EGRESS.

CHAPTER 5: ALTERATIONS: PRESCRIPTIVE COMPLIANCE METHOD FOR LEVEL 2 ALTERATION

(501.1) IF SPRINKLERED THROUGHOUT, EXISTING BUILDING ELEMENTS PERMITTED TO MEET THE

REQUIREMENTS OF THE CURRENT CODE.

(503.1) ALTERATIONS SHALL COMPLY WITH IBC FOR NEW CONSTRUCTION.

(506) NO CHANGE OF OCCUPANCY

CHAPTER 6: CLASSIFICATION OF WORK

(601.2) WORK AREA SHALL BE IDENTIFIED ON THE CONSTRUCTION DOCUMENTS.

(602.1) ALTERATION - LEVEL 1: REMOVAL OR REPLACEMENT OF EXISTING FINISHES, EQUIPMENT, OR FIXTURES WITH NEW.

(603.1) ALTERATIONS LEVEL 2: ADDITION OF ELIMINATION OF ANY DOOR OR WINDOW,

RECONFIGURATION OR EXTENSION OF ANY SYSTEM, INSTALLATION OF ADDITIONAL EQUIPMENT.

COMPLY WITH CHAPTER 7 FOR LEVEL 1 ALTERATIONS AND PROVISIONS OF CHAPTER 8.

CHAPTER 8: ALTERATIONS – LEVEL 2 (THIS IS A LEVEL 2 ALTERATION)

(801.2) COMPLY WITH REQUIREMENTS OF THIS CHAPTER AND THE FOLLOWING REQUIREMENTS

FROM CHAPTER 7:

1. MAINTAIN EXISTING LEVEL OF FIRE PROTECTION.

2. INTERIOR WALL AND CEILING FINISHES SHALL MEET NFPA 286 FOR FLAME SPREAD AND

SMOKE PROPAGATION.

3. COMPLIANCE WITH IECC OF ENTIRE BUILDING NOT REQUIRED.

(801.4) NEW CONSTRUCTION SHALL COMPLY WITH THE IBC.

EXCEPTIONS:

1. NEW WINDOW NOT REQ'D TO COMPLY WITH LIGHT AND VENTILATION REQUIREMENTS

OF IBC.

2. NEW ELECTRICAL TO COMPLY WITH NFPA 70.

3. DEAD END CORRIDORS NOT TO EXCEED 35 FT.

4. MIN CEILING HEIGHT IN NEW CONSTRUCTION 7 FEET MIN.

(802.2.1) EXISTING VERTICAL OPENINGS

1. IN GROUP B, MIN 30-MIN ENCLOSURE: NOT REQUIRED FOR BUILDINGS NOT EXCEEDING

3000 SF PER FLOOR OR PROTECTED BY APPROVED AUTOMATIC SPRINKLER SYSTEM.

SECTION 803 FIRE PROTECTION: IF SPRINKLERED, REQUIRED FIRE RATING FOR CORRIDORS

PERMITTED TO BE REDUCED PER THE IBC.

(803.4) FIRE ALARM AND DETECTION: A FIRE ALARM SYSTEM SHALL BE INSTALLED PER 803.4.1.1 THROUGH 803.4.1.6. IN THE WORK AREA. CONNECT TO EXISTING FIRE ALARM SYSTEM IF ONE

EXISTS. IF NONE EXISTS, ALARM DEVICES IN THE WORK AREA SHALL BE AUTOMATICALLY

ACTIVATED.

SECTION 805 MEANS OF EGRESS: MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION:

EXCEPTIONS:

1. WHERE WORK AREA AND MEANS OF EGRESS COMPLY WITH NFPA 101.

2. IF MEANS OF EGRESS COMPLIANT UNDER CODE IN FORCE WHEN BUILDING WAS

CONSTRUCTED, THEN COMPLIANT IF IN OPINION OF BUILDING OFFICIAL, THEY DO NOT

CONSTITUTE A DISTINCT HAZARD TO LIFE.

(805.4.1) TWO EGRESS DOORS REQUIRED FOR WORK AREA.

(805.4.1.1) OCCUPANT LOAD AND TRAVEL DISTANCE: TWO EGRESS DOORWAYS REQ'D IF

OCCUPANT LOAD > 50 OR TRAVEL DISTANCE TO EXIT > 75 FEET.

EXCEPTIONS:

1. STORAGE ROOMS WITH MAX OCCUPANT LOAD = 10.

2. IF WORK AREA IS SERVED BY ONE EXIT PER TABLE 805.3.1.1 (2).

a. MAX OCCUPANT LOAD PER STORY = 35.

b. MAX TRAVEL DISTANCE = 75 FEET.

3. (805.4.2) IN WORK AREA AND EGRESS PATH FROM WORK AREA TO EXIT, WHERE

OCCUPANT LOAD >/= 50, ALL EGRESS DOORS TO SWING IN DIRECTION OF TRAVEL.

(805.5.1) CORRIDORS: OPENINGS IN CORRIDOR WALLS MUST MEET THE FOLLOWING UNLESS

WALLS NOT REQUIRED TO BE RATED PER THE IBC.

1. NO HOLLOW-CORE DOORS OR LOUVERS

2. EXISTING DOORS MEETING "GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND

ASSEMBLIES (IEBC RESOURCE A) FOR 15 MINUTE FIRE RATING.

3. IF BUILDING FULLY SPRINKLERED, ONLY REQ'D TO RESIST SMOKE, BE TIGHT-FITTING,

AND NOT HAVE LOUVERS.

4. DOOR ASSEMBLIES HAVING FIRE RATING >/= 20 MINUTES.

(805.6) DEAD-END CORRIDORS: IN ANY WORK AREA, NOT TO EXCEED 35 FEET.

(805.7) MEANS OF EGRESS LIGHTING REQUIRED.

(805.8) EXIT SIGNS REQUIRED.

2021 INTERNATIONAL BUILDING CODE (IBC)

CHAPTER 3: OCCUPANCY AND CLASSIFICATION OF USE

(304.1) BUSINESS GROUP B (PROFESSIONAL SERVICES – DENTAL OFFICE)

CHAPTER 6: TYPES OF CONSTRUCTION

TABLE 601 FIRE RATINGS FOR BUILDING ELEMENTS

TYPE V

B

PRIMARY FRAME 0

BEARING WALLS EXT 0

BEARING WALLS INT 0

NON BEARING PART EXT SEE TABLE 705.5

NON BEARING PART INT 0

FLOORS 0

ROOFS 0

CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES

(705) EXTERIOR WALLS: NA

(706) FIRE WALLS: NA

(707) FIRE BARRIERS: NA

(705.6) OPENINGS: IN AGGREGATE, LIMITED TO 25% OF LENGTH OF THE WALL. ANY

ONE OPENING LIMITED TO 156 SF.

EXCEPTIONS:

1. NOT LIMITED WHERE ADJACENT AREAS ARE SPRINKLERED.

2. NOT LIMITED WHERE OPENING IS A FIRE DOOR SERVING EXIT ACCESS

3. NOT LIMITED WHERE OPENING PROTECTION HAS FIRE RATING >/= TO

WALL.

CHAPTER 8: INTERIOR FINISHES:

TABLE 803.13: INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

FOR GROUP B SPRINKLERED

EXIT STAIRS, RAMPS, PASGS B

CORRIDORS C

ROOMS, ENCLOSED SPACES C

CHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS

1. BUILDING IS FULLY SPRINKLERED

2. EXISTING FIRE ALARM AND SMOKE DETECTION WILL BE EXTENDED TO

THE WORK AREA

CHAPTER 10: MEANS OF EGRESS

(1002.2) FIRE SAFETY AND EVACUATION PLANS REQUIRED PER 401.2 AND 404 OF THE

INTERNATIONAL FIRE CODE.

(1003.2) CEILING HEIGHT: 7’-6” MIN.

(1003.3.1) HEADROOM: A BARRIER SHALL BE PROVIDED WHERE VERTICAL CLEARANCE

ABOVE A CIRCULATION PATH IS LESS THAN 80 INCHES AFF, LEADING EDGE OF

BARRIER SHALL BE LOCATED 27 INCHES AFF.

CORRIDORS:

(1020.1) FIRE RATED CONSTRUCTION NOT REQUIRED DUE TO OCCUPANT LOAD BELOW

THRESHOLD.

SECTION 1004: OCCUPANT LOAD

(1004.2.1) INTERVENING SPACES OR ACCESSORY AREAS: DESIGN OCCUPANT LOAD =

COMBINED OCCUPANT LOAD.

SECTION 1005: MEANS OF EGRESS SIZING

(1005.2) MIN WIDTH BASED ON MEANS OF EGRESS COMPONENT

1. IN OTHER THAN H AND I-2 OCCUPANCIES, USE 0.2 INCH PER OCCUPANT

IF FULLY SPRINKLERED PER 903.3.1.1 OR 903.3.1.2. AND EMERGENCY

VOICE/ALARM COMMUNICATION SYSTEM PER 907.5.2.2 INSTALLED.

2. OCCUPANT LOAD = 12.8. AT VESTIBULE, 12.8/2 = 6.4. USE 7.

7 X 0.2" = 1.4" REQUIRED, 41" PROVIDED.

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

IECC COMMERCIAL

(C103.2) INFORMATION REQUIRED ON CONSTRUCTION DOCUMENTS

1. ENERGY COMPLIANCE PATH

2. INSULATION MATERIALS AND R-VALUES

3. FENESTRATION U-FACTORS AND SHGC

4. AREA-WEIGHTED U-FACTOR AND SHGC CALCULATIONS

5. MECHANICAL SYSTEM DESIGN CRITERIA

6. MECHANICAL AND SERVICE WATER-HEATING SYSTEMS AND EQUIPMENT

7. ECONOMIZER DESCRIPTION

8. EQUIPMENT AND SYSTEMS CONTROLS

9. FAN MOTOR HP AND CONTROLS

10. DUCT AND PIPE INSULATION AND LOCATION

11. LIGHT FIXTURE SCHEDULE WITH WATTAGE AND CONTROLS

12. LOCATE DAYLIGHT ZONES ON FLOOR PLANS

13. AIR SEALING DETAILS

(C103.2.1) THERMAL ENVELOPE: SHOW ON DOCUMENTS

(C105.2) REQUIRED INSPECTIONS

1. FOOTING AND FOUNDATION INSULATION

2. THERMAL ENVELOPE

3. PLUMBING SYSTEM

4. MECHANICAL SYSTEM

5. FINAL INSPECTION

(C301) CLIMATE ZONE: CLIMATE ZONE 6B

(C303.1.1) BUILDING THERMAL ENVELOPE INSULATION: DISPLAY R-VALUE.

TABLE C303.1.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR U-FACTORS.

FRAME TYPE SINGLE DOUBLE

METAL 1.20 0.80

METAL (THERMAL 1.10 0.65

BREAK)

NONMETAL OR 0.95 0.55

METAL CLAD

TABLE C303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS.

DOOR TYPE OPAQUE U-FACTOR

UNINSUL METAL 1.20

INSUL METAL (ROLLING) 0.90

INSUL METAL (OTHER) 0.60

WOOD 0.50

INSUL, MAX 45% GLAZING 0.35

- ANY DOUBLE PANE

TABLE C303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT

SINGLE GLAZED DOUBLE GLAZED

CLEAR TINTED CLEAR TINTED

SHGC 0.8 0.7 0.7 0.6

VT 0.6 0.3 0.6 0.3

CHAPTER 4 [CE] COMMERCIAL ENERGY EFFICIENCY

(C401.2) COMPLY WITH ONE OF THE FOLLOWING:

1. ANSI/ASHRAE/IESNA 90.1

2. SECTIONS C402 - C405 AND C408

SECTION C402: BUILDING ENVELOPE REQUIREMENTS

TABLE C402.1.2 MAX ASSEMBLY U-FACTORS AND FENESTRATION REQUIREMENTS BY

COMPONENT (CLIMATE ZONE 6B)

FENESTRATION U-FACTOR 0.30

SKYLIGHT U-FACTOR 0.55

GLAZED FENETRATION SHGC NR

CEILING U-FACTOR 0.024

WOOD FRAME WALL U-FACTOR 0.045

FLOOR U-FACTOR 0.033

BASEMENT WALL U-FACTOR 0.050

CRAWL SPACE WALL U-FACTOR 0.055

TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MIN

REQUIREMENTS: R-VALUE METHOD

CLIMATE ZONE 6

ROOFS

INSUL ABOVE ROOF DECK R-30ci

ATTIC & OTHER R-49

WALLS ABOVE GRADE

METAL FRAMED R-13 + R-7.5ci WOOD FRAME & OTHER R-13 + R-7.5ci or R-20 + R-3.8ci

FLOORS

JOIST FRAMING R-30

SLAB ON GRADE FLOORS

UNHEATED SLABS R-10 for 24" below

OPAQUE DOORS

NON-SWINGING R-4.75

TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAX REQUIREMENTS,

U-FACTOR METHOD

CLIMATE ZONE 6

ROOFS

INSUL ABOVE ROOF DECK U-0.032

ATTIC & OTHER U-0.031

WALLS ABOVE GRADE

METAL FRAMED U-0.064

WOOD FRAME & OTHER U-0.051

FLOORS

JOIST FRAMING U-0.033

SLAB ON GRADE FLOORS

UNHEATED SLABS F-0.54

OPAQUE DOORS

SWINGING U-0.37

GARAGE <14% GLAZING U-0.31

TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAX UK-FACOR & SHGC

CLIMATE ZONE 6

U-FACTOR

FIXED 0.36

OPERABLE 0.43

ENTRANCE DOORS 0.77

SHGC

ORIENTATION SEW N

PF < 0.2 0.40 0.53

0.2 </= PF < 0.5 0.48 0.58

PF >/= 0.5 0.64 0.64

(C402.5) AIR LEAKAGE: LIMIT AIR LEAKAGE PER C402.5.1 THROUGH R402.5.8.

(C402.5.1) AIR BARRIERS: CONTINUOUS AIR BARRIER SHALL BE PROVIDED.

TABLE C402.5.2 MAX AIR LEAKAGE RATE FOR FENESTRATION ASSEMBLIES

ASSEMBLY MAX RATE (CFM/FT2) TEST PROCEDURE

WINDOWS 0.20 [AAMA/WDMA/CSA101/

SWINGING DOORS 0.20 I.S.2/A440 or

GLAZED SWING ENTRANCES 1.00 NFRC 400]

(C402.4.7) VESTIBULES: REQUIRED, AND WITH SELF-CLOSING DOORS.

R

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M CODE INFORMATION - IEBC

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A002

OCCUPANCY SCHEDULE - NET

NO. ROOM NAME AREA OCC. NET FACTOR OCC. LOAD NOTES

86 CORRIDOR 105.0 SF --

100 LOBBY 801.0 SF --

130 VESTIBULE 85.2 SF --

120 DENTIST COORIDOR 280.0 SF -- 0

8 TRAINING 27.6 SF B 150 0.1 1

9 WILL CALL 13.4 SF B 150 0.1 1

89 HIM 456.2 SF B 150 1.8

101 PHARMACY 553.7 SF B 150 2.2

104 OFFICE 95.8 SF B 150 0.4

105 DENTIST 3 160.1 SF B 150 0.6

106 CLEAN/DIRTY 51.1 SF B 150 0.2

106A STG 31.8 SF B 150 0.1

107 DENTIST 2 158.2 SF B 150 0.6

108 DENTAL LAB 84.0 SF B 150 0.3

109 DENTIST 1 160.1 SF B 150 0.6

110 X RAY 31.4 SF B 150 0.1

111 PRIVATE OFFICE 104.0 SF B 150 0.4

3198.6 SF 7.7

OCCUPANCY SCHEDULE - GROSS

NO. ROOM NAME AREA OCCUPANCY GROSS FACTOR OCC. LOAD NOTES

86 CORRIDOR 105.0 SF --

100 LOBBY 801.0 SF --

130 VESTIBULE 85.2 SF --

120 DENTIST COORIDOR 280.0 SF -- 0

8 TRAINING 27.6 SF B 150 0.2 1

9 WILL CALL 13.4 SF B 150 0.1 1

89 HIM 456.2 SF B 150 3.0

101 PHARMACY 553.7 SF B 150 3.7

104 OFFICE 95.8 SF B 150 0.6

105 DENTIST 3 160.1 SF B 150 1.1

106 CLEAN/DIRTY 51.1 SF B 150 0.3

106A STG 31.8 SF B 150 0.2

107 DENTIST 2 158.2 SF B 150 1.1

108 DENTAL LAB 84.0 SF B 150 0.6

109 DENTIST 1 160.1 SF B 150 1.1

110 X RAY 31.4 SF B 150 0.2

111 PRIVATE OFFICE 104.0 SF B 150 0.7

TOTAL 3198.6 SF 12.8

1/16" = 1'-0"

1 CODE PLAN - LEVEL 1

CODE ANALYSIS

(a) CIRCULAR

SIZE OF WHEELCHAIR TURNING SPACE CLEAR WIDTH OF AN ACCESSIBLE ROUTE ACCESSIBLE ROUTE FOR 180 DEGREE TURN

"M

IN

36"MIN. 48"MIN. 36"MIN.

24" MAX. 48" MIN. 24" MAX.

M

IN

M

IN

.60 "M

IN

60"MIN.

60"MIN.

M

IN

M

IN

M

IN

36"MIN.

12"MIN. 12"MIN.

(b) T-SHAPED

CLEAR WIDTH AT TURN

"M

IN

42"MIN. 42"MIN.X<48"

(b) SIDE ACCESSFRONT OR REAR ACCESS(a)(b)SINGLE SPACE(a)

WIDTH OF A WHEEL CHAIR SPACE IN

AUDITORIUM & ASSEMBLY AREAS

MULTIPLE ADJACENT SPACES

DEPTH OF A WHEEL CHAIR SPACE IN

AUDITORIUM & ASSEMBLY AREAS

FORWARD APPROACH PARALLEL APPROACH

30"

30"

MIN.

36"

MIN.

33"

MIN.

33"

M

IN

M

IN

SHELVINGSHELF & ROD

FORWARD REACH OVER AN OBSTRUCTION

(b)

UNOBSTRUCTED FORWARD

REACH

OBSTRUCTED HIGH

SIDE REACH

OBSTRUCTED HIGH

SIDE REACH

(a) FORWARD APPROACH (b) PARALLEL APPROACH

STORAGE SHELVES @ CLOSETS

"M

IN

36"MIN.

X

M A

X

M

IN

10"MAX.

"M

A X

10" - 24"

"M

A X

21" MAX.21" MAX.

60"MIN.

X

"M

IN

M A

X

M

IN

. 48

M A

X

A D

JU

S

T A

B

LE

R A

N G

E

(a )

"M

A X

20"MAX.

"M

A X

20" - 25"

"M

A X

M A

X

MAX. BETWEEN

34" & 80" ABOVE

FLOOR - NO PROJECTIONS

BELOW 34"

PANIC BAR

NOTE: = 48" MIN. IF DOOR

HAS BOTH CLOSER &

LATCH

(b) SLIDING DOOR

CLEAR WIDTH OF DOORWAYS

(b) FRONT APPROACH, PUSH SIDE

(a) HINGED DOOR

(a) FRONT APPROACH, PULL SIDE (d) HINGE APPROACH PULL SIDE

HAS A CLOSER

* NOTE: Y = 54" MIN. IF DOOR

(c) HINGE APPROACH, PULL SIDE

(c) FOLDING DOOR

PUSH SIDE

NOTE: 12" MIN. IF DOOR HAS

BOTH CLOSER & LATCH

(e) HINGE APPROACH, PUSH SIDE

(b) POCKET OR HINGE APPROACH(a) FRONT APPROACH

(f) LATCH APPROACH, PULL SIDE

MANEUVERING CLEARANCE AT SWINGING DOORS

MANEUVERING CLEARANCE AT SLIDING AND SWINGING DOORS

(b)

TWO DOORS IN SERIES

(a)

(g) LATCH APPROACH, PUSH SIDE

(c) STOP OR LATCH APPROACH

MINIMUM CLEAR WIDTH FOR

TWO WHEELCHAIRS

NOTE: 48" MIN. IF

DOOR HAS A

CLOSER

60"MIN.

32" MIN.32" MIN.

4"

32"MIN.

18"

MIN.

M

IN

12"MIN.

"M

IN

36"MIN.

"M

IN

"M

IN

42" MIN.

"M

IN

MIN

12"

60"MIN.48"MIN.

"M

IN

24"MIN.

"M

IN

24"MIN.

"M

IN

MIN

22"

"M

IN

24"MIN.

"M

IN

54"MIN.

36"MIN.

(d) NO DOOR

MIN

22"

(c)

48" MIN.

R

SEH Project

Checked By

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M ACCESSIBILITY DETAILS

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CONSTRUCTION

DOCUMENTS

07.01.2022

A003

WHEELCHAIR TURNING SPACE

REQUIREMENTS

WHEELCHAIR SPACE REQUIREMENTS

ACCESSIBLE REACH REQUIREMENTS

MANEUVERING CLEARANCES

C

LE

A R

W

ID

T H

P O

IN

T

O F

P A

S S

A G

E

C

LE

A R

C O

N T

. P A

S S

A G

E

PROTECT SHADED AREA

FROM CROSS-TRAFFIC

SIGN OR OBSTRUCTION

RAILING OR

OTHER METHOD

CANE DETECTION AREA

ADDITIONAL PROTECTION NOT

REQUIRED BETWEEN WING WALL

CORRIDOR OR OTHER

CIRCULATION SPACE

EXAMPLE OF PROTECTION AT

WALL MOUNTED OBJECTS

PROTRUDING OBJECTS

PROTRUDING OBJECTS HANGING

ON WALL WITH LEADING EDGES

ABOVE 27"

WING WALLS DOWN TO FLOOR

REDUCED VERTICAL CLEARANCELIMITS OF PROTRUDING OBJECTS

WALKING PARALLEL TO A WALL

24"MAX.

4" M

A X

X>12"

"O

R B

E

LO

W

ANY AMOUNT

ACCESSIBLE ROUTE

CLEAR WIDTH OF

"M

IN

H

IG

H E

R T

H A

N

7"

4"MAX.

"M

IN

"M

A X

LOWEST EDGE TO BE 27"-80"

MIN

12"

TOP AND BOTTOM EXTENSIONS

AT STAIR - OPEN SIDES

EQ. EQ.

TOP AND BOTTOM EXTENSIONS

AT STAIR - WALL SIDES

12"

EQ EQ

4"

11" MIN

TREADS AND RISERS FOR

ACCESSIBLE STAIRWAYS

HEIGHT AND LOCATION OF LAVATORIES AND

SINKS & & EXPOSED PIPE CLEARANCES

M A

X

48"MIN

"M

IN

6 1/64"MAX

8" MIN

M

IN

9" M

IN

PLAN(b)ELEVATION(a)

HEIGHT OF WATER CLOSET SIDE WALL GRAB BAR FOR

WATER CLOSET

TOILET COMPARTMENT TOE CLEARANCEWATER CLOSET SIZE & SIZE OF CLEARANCE

FOR WATER CLOSET

REAR WALL GRAB BAR FOR

WATER CLOSET

*36 INCHES MINIMUM WHEN

WALL SPACE PERMITS ABOVE GRAB BAR(b)

DISPENSER LOCATION

(a) BELOW GRAB BAR

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT AND DOOR

AMBULATORY ACCESSIBLE

COMPARTMENT AND DOOR

"M

IN

1/

2" M

IN

7"-9"

"M

IN

7"-9"

"M

A X

24"MIN.

*36"MIN.

TRANSFER SIDE

16"-18"

60"MIN.

"M

IN

6" M

IN

6"MIN.

9" M

IN

6"MIN.

TOILET

PARTITION

12"MAX. 42"MIN.

54"MIN.

T O

P O

F S

E A

T

60"MIN.

42"MIN.

12"MAX.

54"MIN.

" 36

4" M

A X

42"MIN.

WALL-HUNG WC

56"MIN.

FLOOR-MOUNTED WC

59" MIN

M

IN

1/2"

URINAL

"M

A X

48"MIN

"M

IN

39"-41"

M

IN

12" MIN.

DRINKING FOUNTAIN SPOUT LOCATION

15 MIN 5 MAX

REFER TO 5/A003 FOR REQ'D KNEE AND TOE

CLEARANCES

CLEAR FLOOR SPACE DRINKING

FOUNTAINS

48"MIN.

5"

MAX 15"

MIN

"M

IN

4"- 4 3/4" PERIMETER

SPACING OF GRAB BARSSIZE OF GRAB BARS

(b) NON-CIRCULAR(a) CIRCULAR (c) NON-CIRCULAR

1 1/4" - 2" MAX.

M

IN

3" 1 1/2"

2" MAX.

RECTANGULAR

SHOWER SEAT

L-SHAPED

SHOWER SEAT

2 1/2" MAX.

15"-16"

1/

2" M

A X

3"

M A

X

2 1/2" MAX.

15"-16"

22"-23"

1/

2" M

A X

TRANSFER TYPE SHOWER

CONTROL LOCATION

15" MAX.

M A

X

CONTROLS

AREA

M

IN

S E

A T

W

LL

BACK WALL

TRANSFER TYPE SHOWER

COMPARTMENT

36"

C O

N T

R O

L W

A

LL

M

IN

48" MIN. 3"

M A

X

CL

R

SEH Project

Checked By

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M ACCESSIBILITY DETAILS

L O

D G

E G

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D E

N T

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H A

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CONSTRUCTION

DOCUMENTS

07.01.2022

A004

PROTRUDING OBJECTSVERTICAL CIRCULATIONLAVATORIES AND SINK

TOILET STALL CLEARANCES AND

ACCESSORIES

DRINKING FOUNTAIN

BATHROOM/TOILET COMPARTMENT GRAB

BARSTRANSFER SHOWER COMPARTMENT

10'-8"

STG

X RAY

CLEAN/DIRTY

DENTAL LAB

OFFICE PHARMACY

HIM

PRIVATE

OFFICE

AREA OF WORK

AREA NOT IN SCOPE

R

SEH Project

Checked By

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M AREA OF WORK PLAN

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A005

1/8" = 1'-0"

1 AREA OF WORK PLAN - LEVEL 1

PROJECT

NORTH

CORNER INTERSECTION

METAL CORNER BEAD - FORM TIGHT 90 DG.

CORNER AND SCREW TO STUD

3 COAT JOINT COMPOUND COVER BEAD AND

FEATHER FOR SMOOTH FINISH

TYP. METAL STUD AND DRYWALL SCREWS

JOINT TAPE, TYP.

5 GWB AS NOTED

NOTE:

ALL METAL STUDS /

TRACKS 25 GA. U.N.O.

ELEVATION

ALL METAL STUDS/TRACKS 25 GA. U.N.O.

STUDS AT 24" O.C. TYP.

20 GA. RUNNER TRACK FASTENED

TO JAMB STUDS

CONT. 25 GA. FLOOR TRACK

EXCEPT TO MATCH STUD GAUGE

NOTE :

INSTALL 20 GA. DBL. STUDS AT

WALL MOUNTED PLBG. & ELECT.

FIXTURES, COUNTERS, TOILET

PARTITIONS AND OTHER SIMILAR

EQUIP. LOCATIONS.

EXTEND PARTITION END &

CORNER STUDS - ANCHOR TO

STRUCTURE ABOVE

DOUBLE STUDS AT PARTITION

ENDS, CORNERS, INTERSECTIONS

AND OPENINGS

20 GA. DOUBLE JAMB STUDS TYP.

@ DOOR OPENINGS

STUDS AT 48" O.C. BRACED TO

STRUCTURE ABOVE:

ALTERNATE

STUDS - CUT,

BEND & RIVET

25 GA. CONT. CEILING TRACK

MATCH STUD GA.

3/4"x16 GA. C.R. STL. CHAN. @ 6'-0"

AFF CONTINUOUS & 8'-0" AFF

ABOVE OPENINGS - EXTEND & TIE

MIN. 2 STUDS BEYOND OPENING

STUDS AT 16" O.C. TYP.

30 DG. MIN.

(REF STRUCT)

60 DG. MAX.

1 1

"W"

NON-BEARING PARTITIONS

OVER 13'-0"

MARK WIDTH "W"

ELEVATION

UP TO 3'-4"

TO 13'-0"

OVER 9'-0"

TO 9'-0"

OVER 3'-4"

DETAIL "B"

LINTEL

DETAIL "A"

MFR.RECOMM.

TRACK PER 1/A4.1

DETAIL "B" OR

SINGLE 20 GA.

MFR.RECOMM.

DETAIL "A" OR

LINTEL SCHEDULE

3 FULL HEIGHT

2 FULL HEIGHT

2 FULL HEIGHT

JAMB (EA. SIDE)

STUDS

STUDS

STUDS

ON STRUCT. AND/OR ARCH DWGS.

FRAME PER INDIVIDUAL DETAIL

LINTEL AS SCHEDULED - EXTEND VERT.

TRACK WEBS OVER JAMB STUDS &

FASTEN W/MIN 3 SCREWS EA. STUD @

3-5/8" LINTEL / SILL & MIN. 5 SCREWS

EA. STUD @ 6" LINTEL

SILL TRACK TO MATCH STUD GA.

STUD FRMG. PER WALL TYPES

2 HORIZ. TRACK SCREWED TO 2 20 GA.

VERTICAL STUDS @ MAX. 6" O.C. BOTH

STUDS BOTH SIDES PROVIDE CONT. 20

GA. TRACK AT TOP OF ALL LINTELS

20 GA. JAMB STUDS

5/

8" 6"

B.O. STRUCTURE

CEILING LINE

FLOOR LINE

3 5/8" METAL

STUDS @ 16" O.C.

W/ SOUND BATT.

3 5/8" METAL STUDS

@ 16" O.C. (NO

SOUND BATT.)

5/8" TYPE "X"

GYPSUM BOARD

A1

A2

A1 A2

B.O. STRUCTURE

3 5/8" METAL

STUDS @ 16" O.C.

W/ SOUND BATT.

20 GA. 3 5/8" METAL

STUDS @ 16" O.C. W/

SOUND BATT

5/8" LEAD LINED

GYPSUM BOARD ON

CT SCAN ROOM

SIDE ONLY

A3

A4

A3 A4

5/8" TYPE "X"

GYPSUM BOARD

5/8" LEAD LINED

GYPSUM BOARD

BOTH SIDES

EXTG. 3 5/8" METAL

STUDS @ 16" O.C. W/

SOUND BATT

5/8" LEAD LINED

GYPSUM BOARD ON

CT SCAN ROOM

SIDE ONLY

A5

EXTG. 5/8" TYPE "X"

GYPSUM BOARD

R

SEH Project

Checked By

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M PARTITION TYPES AND

CONSTRUCTION

ASSEMBLIES

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A011

3" = 1'-0"

4 GWB PARTITION DETAILS

1" = 1'-0"

5 METAL STUD FRAMING DETAIL

1" = 1'-0"

6 OPENING IN PARTITION DETAIL

1 1/2" = 1'-0"

7 PARTITION TYPES

02.01

02.0202.02

02.02

02.03 02.03 02.03

02.02

02.02

02.01

02.01

02.04

02.04

02.05

02.0602.06

02.01 02.0102.01 02.01 02.01

02.01

02.02

02.0202.01

02.01

02.0102.01

02.01

02.01

02.02

02.01

02.0102.01

02.01

02.01

02.09

02.09 02.09

02.01

02.10

02.10 02.10

02.10

02.10

02.10

02.10

02.10

02.10

02.10

02.10

02.10 02.10

02.10

02.02

02.01

02.02

02.11

R

SEH Project

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M DEMOLITION PLAN - LEVEL 1

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A071

KEYNOTE LEGEND

02.01 REMOVE PORTION OF WALL AS REQUIRED BY NEW WORK

02.02 REMOVE DOOR, HINGES, FRAME & LOCKSET

02.03 REMOVE EXISTING CASEWORK, PREP FOR NEW WORK

02.04 REMOVE EXISTING WINDOW, PREP FOR NEW WORK

02.05 REMOVE EXISTING TRANSACTION WINDOW, PREP FOR NEW WORK

02.06 REMOVE NON-STRUCTURAL COLUMN

02.09 REMOVE & SALVAGE DENTAL CASEWORK FOR REINSTALLATION

02.10 REMOVE EXISTING FLOORING, PREP FOR NEW WORK

02.11 REMOVE EXISTING DOOR KNOB, PREP FOR NEW WORK

PROJECT

NORTH

3/16" = 1'-0"

1 DEMOLITION PLAN - LEVEL 1

GENERAL NOTES - DEMOLITION

1. REMOVE ALL WALLS INDICATED BY THE FOLLOWING LINETYPE (UNLESS NOTED OTHERWISE)

02.07

02.07

02.07

02.0702.07

02.07

02.07

02.07

02.07

02.07

02.07

02.07 02.07

02.07

02.08 02.08 02.08

02.08

02.08

02.08

02.08

02.08

02.08

02.08

02.08

02.08 02.08

02.08 02.08

02.08

02.08

R

SEH Project

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M DEMOLITION RCP - LEVEL 1

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A072

KEYNOTE LEGEND

02.07 REMOVE EXISTING ACT CEILING

02.08 EXISTING CIELING AND FIXTURES TO REMAIN

3/16" = 1'-0"

1 DEMO REFLECTED CEILING PLAN - LEVEL 1

GENERAL NOTES - DEMOLITION

1. REMOVE ALL WALLS INDICATED BY THE FOLLOWING LINETYPE (UNLESS NOTED OTHERWISE)

PROJECT

NORTH

10'-8"

STG

106A

X RAY

110 CLEAN/DIRTY

DENTAL LAB

OFFICE

PHARMACY

HIM

PRIVATE

OFFICE

106A

W1 W1 W1 W1

A5

5'-0"

A402

A402

A401

A402

A402

A5

A402

09.01

09.01

10.01

10.01

10.01

12.01

CORRIDOR

DENTIST 1

DENTIST 2

DENTIST 3

DENTIST

COORIDOR

LOBBY

VESTIBULE

EQ. EQ. EQ. EQ.

10'-8"10'-8"

10.01

10.01

10.01

10.01

10.01

10.01

10.01

10.01

12.01

101A101B

12.02 12.02 12.02 12.02

12.02

A611

R

SEH Project

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This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

Project Owner

S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

Indian Health Service (IHS) Department of Health and Human Services Division of Engineering Services 701 Fifth Avenue, MS 24, Suite 1600 Seattle, Washington 98104-7307

7/ 1/

:1

1:

P

M FLOOR PLAN - LEVEL 1

L O

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CONSTRUCTION

DOCUMENTS

07.01.2022

A111

3/16" = 1'-0"

1 FLOOR PLAN - LEVEL 1

KEYNOTE LEGEND

09.01 LEAD LINED WALLS, RE: PARTITION TYPES

10.01 2" X 2" X 48" STAINLESS STEEL CORNER GUARD

12.01 DENTAL EQUIPMENT, OWNER FURNISHED, CONTRACTOR INSTALL. COORDINATE WITH

OWNER FOR EQUIPMENT.

12.02 OFFICE FURNITURE, BY OWNER

PROJECT

NORTH

GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS. NOTIFY OWNER IF DIMENSIONS VARY SIGNIFICANTLY.

2. ALL DIMENSIONS TO FACE OF STEEL STUD OR EXISTING FINISH UNLESS NOTED

OTHERWISE.

3. PATCH WALLS AS REQUIRED WHERE ITEMS WERE PREVIOUSLY MOUNTED TO WALL.

4. ALL NEW WALL TYPES ARE TO BE A1 U.N.O.

2' x 4' SUSPENDED ACOUSTICAL PANELS

REFLECTED CEILING LEGEND

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

2' x 2' ACT 8' - 0"A.F.F.

09.02

09.02

09.02

09.02

09.02

09.02

09.02

09.02

2' x 2' ACT 8' - 0"A.F.F.

09.02

23.01

02.08 02.08 02.08

02.08

02.08 02.08

02.08

02.08

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