Attachment J01b Duplex Employee Housing Foundation Install Package.pdf

LOCATION MAP DRAWING INDEX PROJECT DIRECTORY

INDIAN HEALTH SERVICE - GREAT PLAIN AREA

DUPLEX BUILDING & SITE LOCATIONS

FOUNDATION AND INSTALLATION PACKAGE

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7307

FINAL 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

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C O

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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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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

G001

ARCHITECT / CIVIL / MEP / STRUCTURAL

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

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

ARCHITECTURAL

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE INFORMATION AND CONSTRUCTION ASSEMBLIES

A101 FLOOR PLAN - FOUNDATION PLAN

A102 FLOOR PLAN - GROUND FLOOR

A103 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A601 DOOR SCHEDULE / DOOR, FRAME AND WINDOW ELEVATIONS

A611 ROOM FINISH SCHEDULE

CIVIL

C001 PINE RIDGE - EXISTING CONDITIONS PLAN

C002 KYLE - EXISTING CONDITIONS PLAN

C003 WANBLEE - EXISTING CONDITIONS PLAN

C004 FT THOMPSON - EXISTING CONDITIONS PLAN

C101 PINE RIDGE - REMOVALS PLAN

C102 KYLE - REMOVALS PLAN

C103 WANBLEE - REMOVALS PLAN

C104 FT THOMPSON - REMOVALS PLAN

C201 PINE RIDGE - CIVIL SITE PLAN

C202 KYLE - CIVIL SITE PLAN

C203 WANBLEE - CIVIL SITE PLAN

C204 FT THOMPSON - CIVIL SITE PLAN

C301 PINE RIDGE - UTILITY PLAN

C302 KYLE - UTILITY PLAN

C303 KYLE - SANITARY PLAN AND PROFILE

C304 KYLE - WATER PLAN AND PROFILE

C305 WANBLEE - UTILITY PLAN

C306 WANBLEE - WATER PLAN AND PROFILE

C307 WANBLEE - WATER PLAN AND PROFILE

C308 FT THOMPSON - UTILITY PLAN

C309 FT THOMPSON - SANITARY PLAN AND PROFILE

C310 FT THOMPSON - WATER PLAN AND PROFILE

C401 PINE RIDGE - GRADING PLAN

C402 KYLE - GRADING PLAN

C403 WANBLEE - GRADING PLAN

C404 FT THOMPSON - GRADING PLAN

C600 DETAILS

C601 DETAILS

C602 DETAILS

C603 DETAILS

C604 LIFT STATION DETAILS

ELECTRICAL

E000 ELECTRICAL TITLE SHEET

E101 LIGHTING PLAN - LEVEL 1

E201 POWER PLAN - LEVEL 1

E301 ELECTRICAL SITE PLAN

E501 ELECTRICAL DETAILS & ONE-LINE DIAGRAM

E601 ELECTRICAL SCHEDULES & CALCULATIONS

GENERAL

G001 COVER SHEET

MECHANICAL

MP001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M111 FIRST LEVEL HVAC PLAN

M301 ROOF MECHANICAL PLAN

M601 MECHANICAL DETAILS

M701 MECHANICAL SCHEDULES

PLUMBING

P111 FIRST LEVEL DOMESTIC WATER AND GAS PLAN

P211 FIRST LEVEL SANITARY WASTE AND VENT PLAN

P401 PLUMBING RISER DIAGRAMS

P601 PLUMBING SCHEDULES

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS

S002 GENERAL STRUCTURAL NOTES

S101 FOUNDATION PLAN

S111 FRAMING PLAN - LEVEL 1

S112 ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S511 FRAMING DETAILS

S512 FRAMING DETAILS

S513 FRAMING DETAILS

FIRE PROTECTION

IMEG

2882 106TH STREET

DES MOINES, IOWA 50322

MAIN: 515-334-9906

CONTACT: BLAKE O'BRIEN, FIRE PROTECTION ENGINEER

BLAKE.T.OBRIEN@IMEGCORP.COM

FORT THOMPSON , SD

WANBLEE , SD

KYLE , SD

PINE RIDGE , SD

REVISION SCHEDULE

REV. # DESCRIPTION DATE

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

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

1/

/2

:5 3:

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GENERAL INFORMATION

AND ABBREVIATIONS

D U

P L

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B U

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N S

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A001

ABBREVIATIONS MATERIAL SYMBOLS CALLOUT SYMBOLS GENERAL NOTES

OPENING SYMBOLS GENERAL SYMBOLS

RELEVANT CODES AND STANDARDS [LATEST SHALL APPLY]

• NATIONAL FIRE CODES (NFC)

• NFPA 101 – LIFE SAFETY CODE

• INTERNATIONAL RESIDENTIAL CODE (IRC)

• INTERNATIONAL BUILDING CODE (IBC)

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

• INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

• IHS TECHNICAL HANDBOOK

• 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

• INTERNATIONAL PLUMBING CODE (IPC)

BUILDING DATA

STORIES: 1 W/ CRAWL SPACE

BUILDING AREA:

UNIT A UNIT B TOTAL

LEVEL ONE 1176 1176 2352

TOTAL 2359 2359

OCCUPANCY: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS

PER NFPA 101 - 6.1.8.1.1

IECC COMPLIANCE PATH: PRESCRIPTIVE

SPRINKLERED: YES

FIRE ALARM: YES

PARKING: INTERIOR GARAGE W/ DRIVEWAY

AUTHORITY HAVING JURISDICTION (AHJ): DIRECTOR, DIVISION OF

ENGINEERING SERVICES (DES), INDIAN HEALTH SERVICE.

2020 INTERNATIONAL RESIDENTIAL CODE (IRC)

(R101.2) SCOPE: APPLIES TO DETACHED ONE AND TWO-FAMILY DWELLINGS WITH

A SEPARATE MEANS OF EGRESS NO MORE THAN 3 STORIES ABOVE GRADE PLANE.

CHAPTER 3: BUILDING PLANNING

(R302) FIRE-RESISTANT CONSTRUCTION

TABLE R302.1(2) EXTERIOR WALLS (SPRINKLERED BLDGS LPER P2904)

WALL ELEMENT MIN FIRE-RATING MIN FIRE SEPARATION DIST

WALLS FIRE-RATED 1-HR PER IBC 703.3 0 FT

NOT FIRE-RATED 0 HOURS 3 FT

PROJECTIONS

FIRE-RATED 1-HR, HT, OR FRT WOOD 2 FT

NOT FIRE-RATED 0 HOUR 3 FT

OPENINGS

UNLIMITED 0 HOUR 3 FT

PENETRATIONS

ALL COMPLY WITH R302.4 < 3 FT

(R302.3) TWO-FAMILY DWELLINGS

A. DWELLING UNITS TO BE SEPARATED BY WALL AND FLOOR ASSEMBLIES

WITH FIRE RATING >/= 1/2-HR PER ASTM E119, UL 263 OR 703.3 OF IBC.

EXTEND TO EXT WALLS AND FROM FOUNDATION TO UNDERSIDE OF

ROOF SHEATHING.

B. WALL ASSEMBLIES NEED NOT EXTEND THROUGH ATTIC SPACES WHERE:

1. CEILING PROTECTED BY 5/8” TYPE ‘X’ GYPSUM BOARD

2. ATTIC DRAFT STOP PER R302.12.1 PROVIDED ABOVE AND ALONG

SEPARATION WALL AND

3. STRUCTURAL FRAMING SUPPORTING THE CEILING TO BE

PROTECTED BY ½” GYPSUM BOARD OR EQUAL.

a. SUPPORTING CONSTRUCTION OF RATED FLOOR ASSEMBLIES

TO HAVE EQUAL OR GREATER RATING.

(R302.4) DWELLING UNIT FIRE-RATED PENETRATIONS

(R302.4.1) THROUGH PENETRATIONS

(R302.4.2) MEMBRANE PENETRATIONS: COMPLY WITH R302.4.1.

(R302.5) DWELLING TO GARAGE:

(R302.5.1) OPENINGS

(R302.5.2) DUCT PENETRATIONS

TABLE R302.6 DWELLING TO GARAGE FIRE SEPARATION

SEPARATION MATERIAL

RESIDENCE AND ATTICS 1/2 INCH MIN GYPSUM BD

HABITABLE ROOMS ABOVE 5/8 INCH MIN TYPE ‘X’ GYPSUM BD

STRUCTURE FOR FLOOR/CEILING 1/2 INCH MIN GYPSUM BD

GARAGE LOCATED LESS THAN 1/2 INCH MIN GYPSUM BD INTERIOR SIDE

3 FT FROM DWELLING UNIT OF EXTERIOR WALLS.

(R302.7) UNDER-STAIR PROTECTION: PROTECT ENCLOSED SPACE WITH 1/2”

GYPSUM BOARD.

(R302.9) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR FINISHES.

• WALL AND CEILING FINISHES FLAME SPREAD INDEX </= 200.

• WALL AND CEILING FINISHES SMOKE DEVELOPED INDEX </= 450.

(R302.10.1) INSULATION SHALL HAVE FLAME SPREAD INDEX </= 25 AND SMOKE

DEVELOPED INDEX </= 450. INCLUDES FACINGS, VAPOR RETARDERS, ETC.

(R302.11) FIREBLOCKING: LOCATIONS:

1. STUD WALLS – VERTICALLY AT CEILING AND FLOOR LEVELS.

2. STUD WALLS – HORIZONTALLY AT INTERVALS </= 10 FEET.

3. CONCEALED VERTICAL AND HORIZONTAL SPACES AT SOFFITS, DROP

CEILINGS, ETC.

4. VENT, PIPE, DUCT, CABLES, WIRES AT CEILING AND FLOOR LEVEL WITH

APPROVED FIRE-STOPPING MATERIALS.

5. CHIMNEYS AND FIREPLACES.

(R302.12) DRAFTSTOPPING: INSTALL IN CONCEALED SPACES OF FLOOR-CEILING

ASSEMBLIES TO DIVIDE INTO EQUAL SPACES </= 1000 SF.

(R302.13) FIRE PROTECTION OF FLOORS: IF NOT REQUIRED TO BE FIRE-RATED,

PROTECT UNDERSIDE OF FLOOR FRAMING WITH ½” GYPSUM BOARD MEMBRANE,

5/8” WOOD STRUCTURAL PANEL MEMBRANE, OR EQUAL.

EXCEPTIONS:

1. FLOOR ASSEMBLY OVER SPACE PROTECTED BY SPRINKLERS

2. FLOOR ASSEMBLY OVER SPACE NOT INTENDED FOR STORAGE OR

FUEL-FIRED OR ELECTRIC-POWERED HEATING APPLIANCES.

3. FLOOR ASSEMBLIES PERMITTED TO BE UNPROTECTED IF

UNPROTECTED PORTION </= 80 SQUARE FEET PER STORY.

4. FIREBLOCKING PER R302.11.1 INSTALLED ALONG PERIMETER OF

UNPROTECTED PORTION.

5. WOOD FLOOR ASSEMBLIES USING 2X10 DIMENSION LUMBER OR

EQUAL OR OTHER ASSEMBLY OF EQUIVALENT FIRE PERFORMANCE.

(R302.14) COMBUSTIBLE INSULATION CLEARANCE: KEEP MIN 3 INCHES FROM

RECESSED LIGHTS, FAN MOTORS, ETC. (UNLESS LISTED OTHERWISE).

SECTION R303: LIGHT, VENTILATION, AND HEATING

(R303.5.1) INTAKE OPENINGS: LOCATE NOT LESS THAN 10 FEET FROM

HAZARDOUS OR NOXIOUS CONTAMINANTS.

(R303.5.2) EXHAUST OPENINGS: SHALL NOT BE DIRECTED ONTO WALKWAYS.

SECTION R304: MINIMUM ROOM AREAS

(R304.1) MINIMUM AREA: HABITABLE ROOMS MIN 70 SF.

(R304.2) MINIMUM DIMENSIONS: NOT LESS THAN 7 FEET IN ANY HORIZONTAL

DIRECTION.

(R304.3) HEIGHT EFFECT ON ROOM AREA: FLOOR AREA BELOW SLOPED CEILINGS

LESS THAN 5 FT AND FURRED CEILINGS LESS THAN 7 FT DOES NOT CONTRIBUTE

TO HABITABLE AREA OF ROOM.

SECTION R305: CEILING HEIGHT

(R305.1) MINIMUM HEIGHT: HABITABLE SPACE, HALLWAYS NOT LESS THAN 7 FEET.

BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS NOT LESS THAN 6’-8”.

SECTION R306: SANITATION

(R306.1) TOILET FACILITIES: WATER CLOSET, LAVATORY, AND BATHTUB OR

SHOWER REQUIRED IN EVERY DWELLING UNIT.

SECTION R307: TOILET, BATH, AND SHOWER SPACES

(R307.1) SPACE REQUIRED: FIXTURES SPACED PER P2705.1.

(R307.1) SPACE REQUIRED: FIXTURES SPACED PER P2705.1.

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

IECC RESIDENTIAL PROVISIONS

CHAPTER 1 [RE]:

(R103.2) INFORMATION REQUIRED ON CONSTRUCTION DOCUMENTS

1. ENERGY COMPLIANCE PATH: PRESCRIPTIVE

(R103.2.1) THERMAL ENVELOPE: REPRESENT ON DOCUMENTS

(R105.2) REQUIRED INSPECTIONS

1. FOOTING AND FOUNDATIONS

2. FRAMING AND ROUGH-IN

3. PLUMBING ROUGH-IN

4. MECHANICAL ROUGH-IN

5. FINAL INSPECTION

SECTION R402: BUILDING THERMAL ENVELOPE

TABLE R402.1.2 MAX U-FACTORS BY COMPONENT (CLIMATE ZONE 6A)

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

MASS WALL U-FACTOR 0.060

FLOOR U-FACTOR 0.033

BASEMENT WALL U-FACTOR 0.050

CRAWL SPACE WALL U-FACTOR 0.055

TABLE R402.1.3 MIN R-VALUES BY COMPONENT (CLIMATE ZONE 6A)

FENESTRATION U-FACTOR 0.30

SKYLIGHT U-FACTOR 0.55

GLAZED FENETRATION SHGC NR

CEILING R-VALUE 0.060

WOOD FRAME WALL R-VALUE 20+5ci or 13+10ci or 0+20

MASS WALL R-VALUE 15/20

FLOOR R-VALUE 30

BASEMENT WALL R-VALUE 15ci or 19 or 13+5ci SLAB R-VALUE & DEPTH 10ci, 4 FT CRAWL SPACE WALL R-VALUE 15ci or 19 or 13+5ci

(R402.2.1) CEILINGS WITH ATTICS: EXTEND UNCOMPRESSED INSUL OVER WALL TOP

PLATE TO ALLOW LOWER R-VALUE INSUL TO BE USED.

(R402.2.2) CEILINGS WITHOUT ATTICS: WHERED REQUIRED INSULTATION > R-30,

BUT ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE, MIN UNSUL

VALUE = R-30 FOR MAX 500 SF. INSUL SHALL EXTEND OVER WALL TOP PLATE.

(R402.2.4) ACCESS HATCHES AND DOORS FROM CONDITIONED TO UNCONDITIONED

SPACE – INSULATE TO LEVEL OF ADJACENT WALL.

(R402.2.8) BASEMENT WALLS: INSTALL INSUL FROM TOP OF WALL DOWN TO 10 FT

BELOW GRADE OR TO BASEMENT FLOOR.

(R402.2.9) SLAB-ON-GRADE FLOORS LOCATED LESS THAN 12 INCHES BELOW GRADE:

EXTEND INSULATION FROM TOP OF SLAB (INSIDE OR OUTSIDE OF FOUNDATION

WALL) VERTICALLY, HORIZONTALLY UNDER THE FLOOR SLAB, OR HORIZONTALLY

OUT FROM THE BUILDING (PROTECTED BY PAVEMENT OR 10+ INCHES OF SOIL).

(R402.2.10) INSULATED CRAWL SPACE WALLS: IF CRAWL SPACE NOT VENTED TO

OUTSIDE, INSUL TO EXTEND FROM UNDERSIDE OF FLOOR DOWNWARD TO FINISHED

GRADE AND THEN VERTICALLY OR HORIZONTALLY AN ADDITIONAL 24 INCHES.

EXPOSED EARTH IN UNVENTED CRAWL SPACE TO BE COVERED WITH CONTINUOUS

CLASS 1 VAPOR RETARDER. EXTEND UP FOUNDATION WALLS MIN 6 INCHES.

(R402.4.1) BUILDING THERMAL ENVELOPE: INSTALL PER MFR’S INSTRUCTIONS AND

PER TABLE R402.4.1.1.

(R402.4.3) FENESTRATION AIR LEAKAGE: </= 0.32 CFM PER SF FOR WINDOWS,

SKYLIGHTS, AND SLIDING DOORS, AND </= 0.5 CFM PER SF FOR SWINGING DOORS

PER NFRC 400. EXCEPTION: SITE-BUILT WINDOWS, SKYLIGHTS, AND DOORS.

(R402.5) MAX FENESTRATION U-FACTOR = 0.40 IN CLIMATE ZONE 6. AVERAGE MAX

SHGC = 0.50.

SECTION R308: GLAZING

(R308.1) IDENTIFICATION

(R308.3) HUMAN IMPACT LOADS

(R308.4) HAZARDOUS LOCATIONS:

1. DOORS: GLAZING IN FIXED OR OPERABLE PANELS IN SWINGING,

SLIDING, OR BI-FOLD DOORS.

2. GLAZING ADJACENT TO DOORS: WHERE BOTTOM EDGE OF GLASS < 60

INCHES ABOVE FLOOR OR WALKING SURFACE AND WITHIN 24 INCHES

EITHER SIDE OF THE DOOR IN THE CLOSED POSITION.

3. GLAZING IN WINDOWS: HAS TO MEET ALL THE FOLLOWING CONDITIONS:

• EXPOSED AREA OF INDIVIDUAL PANE LARGER THAN 9 SF.

• BOTTOM EDGE OF GLAZING < 18 INCHES ABOVE THE FLOOR.

• TOP EDGE OF GLAZING > 36 INCHES ABOVE FLOOR.

• WALKING SURFACE WITHIN 36 INCHES OF GLAZING.

(R308.4.5) GLAZING ADJACENT TO HOT TUBS, SPAS, SAUNAS, STEAM ROOMS,

BATHTUBS, SHOWERS, SWIMMING POOLS WHERE BOTTOM EDGE OF GLAZING

LESS THAN 60 INCHES ABOVE ANY STANDING OR WALKING SURFACES.

(R308.4.6) GLAZING ADJACENT TO STAIRS AND RAMPS

(R308.4.7) GLAZING ADJACENT TO BOTTOM LANDING OF STAIR.

SECTION R310: EMERGENCY ESCAPE AND RESCUE OPENINGS

(R301.1) LOCATIONS REQUIRED: BASEMENTS, HABITABLE ATTICS, EVERY

SLEEPING ROOM. TO OPEN DIRECTLY INTO A PUBLIC WAY, YARD OR COURT.

(R310.2.1) MINIMUM OPENING: NET CLEAR AREA >/= 5.7 SF. NET CLEAR MIN

HEIGHT 24 INCHES AND NET MIN CLEAR WIDTH 20 INCHES. MIN NET CLEAR

OPENING FOR AT-GRADE OR BELOW-GRADE OPENINGS >/= 5 SF.

(R310.2.2) WINDOWSILL HEIGHT: </= 44 INCHES ABOVE FLOOR OR IF BELOW

GRADE, PROVIDE A WINDOW WELL.

SECTION R311: MEANS OF EGRESS

(R311.2) EGRESS DOOR: NOT LESS THAN ONE, SIDE-HINGE, MIN WIDTH 32 INCHES,

CLEAR HEIGHT 78 INCHES MIN.

(R311.3) LANDING ON EACH SIDE OF EACH EXTERIOR DOOR REQD. MIN WIDTH >/=

WIDTH OF DOOR, MIN 36 INCHES LONG IN DIRECITON OF TRAVEL.

(R311.3.1) FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS:

(R311.7) STAIRWAYS

(R311.7.1) WIDTH: NOT LESS THAN 36” CLEAR ABOVE HANDRAIL HEIGHT, MIN 31 1/2”

BELOW HANDRAIL. (31 1/2” WHERE HANDRAIL ON ONE SIDE)

(R311.7.2) HEADROOM: MIN 6’-8”.

(R311.7.3) VERTICAL RISE: MAX RISE FOR A FLIGHT OF STAIRS 151 INCHES

BETWEEN FLOORS OR LANDINGS.

(R311.7.8.1) HANDRAIL HEIGHT: >/= 34 INCHES NOR MORE THAN 38 INCHES

(R311.7.8.4) CONTINUITY: CONTINUOUS FOR FULL LENGTH OF THE FLIGHT.

(R311.8) RAMPS: MAX SLOPE FOR EGRESS DOORS 1:12. OTHER RAMPS MAX 1:8.

WHERE TECHNICALLY INFEASIBLE, RAMPS CAN HAVE MAX SLOPE 1:8.

(R311.8.2) LANDINGS REQUIRED AT TOP AND BOTTOM, AT DOORS, AT DIRECTION

CHANGES, MIN WIDTH 36”.

(R311.8.3) HANDRAILS REQUIRED ON MIN ONE SIDE WHERE SLOPE > 1:12.

(R311.8.3.1) HANDRAIL HEIGHT: >/= 34 INCHES OR MORE THAN 38 INCHES.

(R311.8.3.3) HANDRAILS: TO BE CONTINUOUS FOR FULL LENGTH OF RAMP.

SECITON R312: GUARDS AND WINDOW FALL PROTECTION:

(R312.1) GUARDS: PROVIDE AT OPEN SIDE OF WALKING SURFACES > 30 INCHES

ABOVE ADJACENT FLOOR OR GRADE. MIN HEIGHT 36 INCHES. INSECT SCREEN

NOT CONSIDERED A GUARD. NO OPENINGS TO ALLOW PASSAGE OF 4 INCH

SPHERE.

(R312.2) WINDOW FALL PROTECTION: WHERE WINDOW SILL LESS THAN 24 INCHES

ABOVE FINISHED FLOOR AND MORE THAN 72 INCHES ABOVE GRADE:

• WINDOW OPENING SHALL NOT ALLOW PASSAGE OF 4 INCH SPHERE, OR

• WINDOW PROVIDED WITH FALL PROTECTION PER ASTM F2090, OR

• WINDOW PROVIDED WITH OPENING CONTROL DEVICES PER SECTION

R310.2.1.

(R312.2.2) WINDOW OPENING CONTROL DEVICES. WILL ALLOW WINDOW TO OPEN

FULLY AS REQUIRED PER SECTION R310.2.1.

SECTION R314: SMOKE ALARMS PER NFPA 72 AND SECTION R314: SHALL BE

PROVIDED IN DWELLING UNITS (OR COMBINATION SMOKE AND CARBON

MONOXIDE ALARM)

(R314.3) LOCATIONS:

• EACH SLEEPING ROOM

• OUTSIDE EACH SLEEPING AREA IN VICINITY OF BEDROOMS

• ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE

ATTICS

• NOT LESS THAN 3 FEET FROM DOOR OPENING IN BATHROOM HAVING

BATHTUB OR SHOWER

• NOT LESS THAN 20 FEET FROM COOKING APPLIANCE (10 FEET IF

IONIZATION TYPE OR 6 FEET IF PHOTOELECTRIC TYPE)

(R314.4) IF ONE ALARM IS ACTIVATED, ALL ALARMS SHALL BE ACTIVATED.

SECTION R315: CARBON MONOXIDE ALARMS: REQUIRED WHERE DWELLING UNIT

CONTAINS A FUEL-FIRED APPLIANCE OR HAS AN ATTACHED GARAGE WITH AN

OPENING THAT COMMUNICATES WITH THE DWELLING UNIT.

SECTION R316: FOAM PLASTIC TO HAVE FLAME SPREAD INDEX NOT MORE THAN

75 AND SMOKE DEVELOPED INDEX NOT MORE THAN 450.

(R316.4) THERMAL BARRIER: SEPARATE FOAM PLASTIC FROM INTERIOR OF

BUILDING BY A LAYER OF NOT LESS THAN ONE-HALF INCH GYPSUM BOARD, 23/32

INCH WOOD STRUCTURAL PANEL, OR OTHER MATERIAL APPROVED PER NFPA 275.

(R316.5.2) ROOFING: THERMAL BARRIER PER SECTION R316.4 NOT REQUIRED

WHERE FOAM PLASTIC UNDER ROOF COVERING IS SEPARATED FROM INTERIOR

BY T&G WOOD PLANKS OR WOOD STRUCTURAL SHEATHING NOT LESS THAN 15/32

INCHES THICK EXTERIOR GLUE.

(R316.5.5) FOAM-FILLED EXTERIOR DOORS: EXEMPT FROM REQUIREMENTS OF

R316.3 AND R316.4.

(R316.5.6) FOAM-FILLED GARAGE DOORS: EXEMPT FROM REQUIREMENTS OF

R316.3 AND R316.

B.O. STRUCTURE

CEILING LINE

FLOOR LINE

2 X 4 WOOD STUDS @ 16"

O.C. W/ SOUND BATT.

2 X 4 WOOD STUDS @ 16"

O.C. (NO SOUND BATT.)

5/8" TYPE "X"

GYPSUM BOARD

A1

A2

2 X 4 WOOD STUDS @ 16"

O.C. (NO SOUND BATT.)

5/8" TYPE "X"

GYPSUM BOARD

6" METAL STUDS @ 16"

O.C. (NO SOUND BATT.)

5/8" TYPE "X"

GYPSUM BOARD

2 x 4 WOOD STUDS @ 16"

O.C. W/ SOUND BATT.

B1

B2

A1 B1 C1A2 B2 C2

2 X 6 WOOD STUDS @

16"O.C. W/ SOUND BATT.

C2

C1

TREATED SILL PLATE

WHEN IN CONTACT W/

CONCRETE FLOOR

TREATED SILL PLATE

WHEN IN CONTACT W/

CONCRETE FLOOR

1/2" PLYWOOD SHEATHING

WOOD TRUSS, RE:

STRUCTURAL DRAWINGS

R1

ASPHALT SHINGLE, NAIL BASE AS

REQUIRED TO MAINTAIN

MANUFACTURE'S FULL WARRANTY.

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. WOOD STUD AND DRYWALL SCREWS

JOINT TAPE, TYP.

5 GWB AS NOTED

ELEVATION

WOOD STUDS; SPACING AS

SPECIFIED

SUB FLOOR

SHEAR WALL BLOCKING;

RE: STRUCT

NOTE:

INSTALL DBL. STUDS AT WALL

MOUNTED PLBG. & ELECT. FIXTURES,

COUNTERS, TOILET PARTITIONS AND

OTHER SIMILAR EQUIP. LOCATIONS.

DOUBLE TOP PLATE

LAP DOUBLE TOP PLATE MIN 4'-0"

TOP CRIPPLES

HEADER; RE: STRUCT.

KING STUD

SILL 21

BOTTOM CRIPPLES5

TRIMMER STUD6

BOTTOM PLATE9

ROUGH OPENING

WINDOW

ROUGH OPENING

DOOR

R O

U G

H O

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N

IN

G

D O

O R

R O

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H O

P E

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IN

G

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IN

D O

W

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

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CODE INFORMATION AND

CONSTRUCTION

ASSEMBLIES

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A G

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A002

CODE ANALYSIS

1 1/2" = 1'-0"A002

1 PARTITION TYPES

1" = 1'-0"A002

2 ROOF ASSEMBLIES

3" = 1'-0"A002

4 GWB PARTITION DETAILS - WOOD STUDS

1" = 1'-0"A002

5 WOOD STUD FRAMING DETAIL

A202

A201

A201

A202

A301

A301

'-1

'-0

'-4

84'-2"

32'-2" 26'-0"

A311

A311

18'-6" 6'-8" 15'-6 1/2" 10" 15'-6 1/2" 6'-8" 18'-6"

3' -6

3' -6

26'-0"

4" SLAB ON GRADE

OVER VAPOR BARRIER

4" SLAB ON GRADE

OVER VAPOR BARRIER

CONCRETE STOOP ABOVE

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

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FLOOR PLAN - FOUNDATION

PLAN

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A101

PROJECT

NORTH

1/4" = 1'-0"A101

1 FLOOR PLAN - FOUNDATION PLAN

WH W

D

W D

WH

A202

A201

A201

A202

'-6

26'-0" 3 1/2" 15'-5 1/2" 8" 15'-5 1/2" 3 1/2" 26'-0"

'-1

25'-0 1/2" 3 1/2" 2'-1" 3 1/2" 13'-7"

6' -2

5'

-0

3'-7"

3 1/2" 7'-9 1/2"

'-3

/4

1/ 2"

2' -1

1/ 2"

'-1

/4

5'-3" 5'-11 1/2"

15'-11"

4' -6

BEDROOM 1

101A

BEDROOM 2

104A

BATHROOM

107A

HALLWAY

105A

LIVING/DINING

110A

MECH

113A

ENTRY

108A

GARAGE

115A

'-0

'-4

42'-1" 42'-1"

26'-0" 16'-1" 16'-1" 26'-0"

CLOSET

102A

LINEN

106A

CLOSET

109A

CLOSET

103A

101A

108B

104B

101B

107B

103B

102B

108A

104A

107A

103A

102A

115A

111B

106B106A 109A

110A

LIVING/DINING

110B

KITCHEN

111B

MECH

113B

CLOSET

109B

ENTRY

108B BATHROOM

107B

HALLWAY

105B

BEDROOM 1

101B

CLOSET

102B

BEDROOM 2

104B

CLOSET

103B

LINEN

106B

GARAGE

115B

115B

5'-8" 3'-0" 10'-3" 3'-0" 3" 5'-0" 3" 3'-0" 2'-1" 3'-2" 1'-7" 3'-0" 1'-6" 4"

4' -7

3'

-0

'-1

0" 3'

-0

4' -7

110B

4" 1'-6" 3'-0" 1'-7" 3'-2" 2'-1" 3'-0" 3" 5'-0" 3" 3'-0" 10'-3" 3'-0" 5'-8"

'-0

5'-8" 3'-0" 11'-7 1/2" 5'-0" 8 1/2" 8 1/2" 5'-0" 11'-7 1/2" 3'-0" 5'-8"

84'-2"

2'-11" 9'-2" 4'-0" 4'-0" 9'-2" 2'-11"

4' -7

3'

-0

'-1

0" 3'

-0

4' -7

A301

A301

LAUNDRY

114B

KITCHEN

111A

113A 111A

LAUNDRY

114A

4'-9 1/2" 3'-1"

5' -7

PANTRY

112A

109B

PANTRY

112B

113B

114B114A

A311

A311

112B112A

DW DW

W1

W1

W1

W1W1W2W1

W1

W1

W1

W1 W1 W2 W1 W1 W1

1 HOUR FIRE

PARTITION

1 HOUR FIRE

PARTITION

ATTIC ACCESS

HATCH 20"X30"

MIN CLEAR

ATTIC ACCESS

HATCH 20"x30"

MIN CLEAR

B1

1' -5

W1 W1

B1

7' -1

0" 3'

-0

9' -6

7' -1

0" 3'

-0

9' -6

NOT IN CONTRACT

3' -0

4'-0"4'-0"

3' -0

TOP OF CONCRETE STOOP 7" MAX

BELOW TOP OF FINISHED FLOOR

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

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FLOOR PLAN - GROUND

FLOOR

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A102

PROJECT

NORTH

1/4" = 1'-0"A102

1 FLOOR PLAN - GROUND FLOOR

GENERAL NOTES

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

2. ALL DIMENSIONS TO FACE OF WOOD STUD UNLESS NOTED OTHERWISE.

3. ALL INTERIOR WALLS TO BE WALL TYPE A-1 UNLESS NOTED OTHERWISE

P C

P C

P C

P C

A301

A301

5" / 1'-0" 5" / 1'-0"

4'-0" 4'-0"

A311

A311

PREFINISHED METAL GUTTERS

STEEL ROOFING

RIDGE VENT

PREFINISHED METAL GUTTERS

BOX VENT

FRT PLYWOOD SHEETHING AND

NO OPENINGS A MINIMUM OF

4'-0" FROM THE DEMISING WALL

1 LAYER OF CONTINUOUS 5/8"

GYPSUM BOARD DRAFTSTOPPING

THROUGHOUT ATTIC SPACE

1 LAYER OF CONTINUOUS 5/8"

GYPSUM BOARD DRAFTSTOPPING

THROUGHOUT ATTIC SPACE

NOT IN CONTRACT

RIDGE VENT

STEEL ROOFING

UNDERLAYMENT

SHEATHING

TRUSS

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

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ROOF PLAN

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A103

PROJECT

NORTH

1/4" = 1'-0"A103

1 ROOF PLAN

3" = 1'-0"A103

2 RIDGE VENT DETAIL

LEVEL 1

100' - 0"

ROOF BEARING

108' - 1 1/8"

A301

STEEL ROOFING

RIDGE VENT

CONCRETE SPLASH BLOCKS

PRE-FINISHED METAL

GUTTERS & DOWNSPOUTS

ENGINEERED WOOD SIDING

& TRIM

W1 W1 W2 W1 W1 W1 W2 W1 W1

W1

NOT IN CONTRACT

LEVEL 1

100' - 0"

ROOF BEARING

108' - 1 1/8"

A301

W1 W1

NOT IN

CONTRACT

NOT IN

CONTRACT

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

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EXTERIOR ELEVATIONS

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A201

1/4" = 1'-0"A201

1 EXTERIOR ELEVATION - NORTH

1/4" = 1'-0"A201

2 EXTERIOR ELEVATION - SOUTH

ROOF BEARING

108' - 1 1/8"

A301

STEEL ROOFING

ENGINEERED WOOD SIDING

CONTINUOUS RIDGE VENTBOX VENT

PRE-FINISHED METAL

GUTTERS & DOWNSPOUTS

CONCRETE SPLASH BLOCK

W1 W1 W1

NOT IN

CONTRACT

LEVEL 1

100' - 0"

ROOF BEARING

108' - 1 1/8"

A301

STEEL ROOFING

ENGINEERED WOOD SIDING & TRIM

CONTINUOUS RIDGE VENT BOX VENT

PRE-FINISHED METAL

GUTTERS & DOWNSPOUTS

CONCRETE SPLASH

BLOCK

W1 W1 W1

NOT IN

CONTRACT

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

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EXTERIOR ELEVATIONS

D U

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A202

1/4" = 1'-0"A202

1 EXTERIOR ELEVATION - EAST

1/4" = 1'-0"A202

2 EXTERIOR ELEVATION - WEST

ROOF BEARING

108' - 1 1/8"

T/ FOOTING

94' - 0"

4' -1

/4

3/

4" 5'

-8

/4

A301

T/ BEARING

99' - 8 1/4"

LIVING/DINING

110A

KITCHEN

111A

PANTRY

112A

MECH

113A

GARAGE

115A

5' -0

T/GARAGE FOOTING

97' - 0"

NOT IN

CONTRACT

LEVEL 1

100' - 0"

ROOF BEARING

108' - 1 1/8"

T/ FOOTING

94' - 0"

A301

T/ BEARING

99' - 8 1/4"

BEDROOM 2

104A

BATHROOM

107A

MECH

113A

KITCHEN

111A

LAUNDRY

114A

LAUNDRY

114B

KITCHEN

111B

MECH

113B

BATHROOM

107B

BEDROOM 2

104B

NOT IN

CONTRACT

NOT IN

CONTRACT

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

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BUILDING SECTIONS

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FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A301

1/4" = 1'-0"A301

1 BUILDING SECTION

1/4" = 1'-0"A301

2 BUILDING SECTION

ROOF BEARING

108' - 1 1/8"

T/ FOOTING

94' - 0"

T/ BEARING

99' - 8 1/4"

2x6 STUDS w/

R-20 BATT INSULATION

PREFINISHED METAL GUTTER

STEEL ROOFING

PREFINISHED METAL SOFFIT

w/ VENTING

5/8" GYPSUM

BOARD

4" DRAIN TILE TO SUMP PIT

WASHED GRAVEL OR STONE BED

WRAPPED WITH GEO-TEXTILE FABRIC

R-15 RIGID

INSULATION

4" SLAB ON

GRADE OVER

VAPOR BARRIER

6" ENG. FILL

WATERPROOFING MEMBRANE

3/4" T&G FLOORING

RAFTER BAFFLE TO

ENSURE VENTING

ENGINEERED WOOD SIDING

OVER R-6 ZIP SYSTEM SHEATING

5' -0

2'

-0

8' -1

/4

3/ 4"

5' -8

/4

NOT IN

CONTRACT

4' -1

/4

LEVEL 1

100' - 0"

ROOF BEARING

108' - 1 1/8"

2x4 STUDS w/

BATT INSULATION

PREFINISHED METAL GUTTER

STEEL ROOFING

PREFINISHED METAL SOFFIT

w/ VENTING

5/8" GYPSUM

BOARD

RAFTER BAFFLE TO

ENSURE VENTING

GRADE

T/GARAGE FOOTING

97' - 0"

8' -1

/4

3/ 4"

2' -8

/4

8' -5

ROOF BEARING

108' - 1 1/8"

PREFINISHED METAL GUTTER

STEEL ROOFING

PREFINISHED METAL

SOFFIT w/ VENTING

RAFTER BAFFLE TO

ENSURE VENTING

UNDERLAYMENT

ICE AND WATER SHEILD

PER CODE

METAL DRIP EDGE

PREFINISHED METAL FASCIA

LEVEL 1

100' - 0"

T/ BEARING

99' - 8 1/4"

GRADE

R-15 RIGID INSULATION

PREFINISHED METAL

SILL FLASHING

TREATED SILL PLATE

3/4 T&G FLOORING

NOT IN

CONTRACT

WATERPROOFING

MEMBRANE

6"

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

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WALL SECTIONS

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T

IO

N S

F O

U N

D A

T

IO

N A

N D

IN

S

T A

L L

A T

IO

N

P A

C K

A G

E

F

IF

T

H A

V E

N U

E , M

S

4, S

U

IT

E

S E

A T

T

LE

, W A

S H

IN

G

T O

N

4-

164945

A. JAUCH

J. HEGG

IN

D

IA

N

H E

A

LT

H S

E R

V

IC

E

G R

E A

T P

LA

IN

A R

E A

FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A311

1/2" = 1'-0"A311

1 WALL SECTION - TYPICAL

1/2" = 1'-0"A311

2 WALL SECTION - GARAGE

1 1/2" = 1'-0"A311

3 EAVE DETAIL

1 1/2" = 1'-0"A311

4 WALL SILL DETAIL

W1

5' -4

/2

E

LE

V A

T

IO

N S

S E

E

4' -1

3/

4"

3'-2"

2'-11 3/4"

W2

5' -4

/2

E

LE

V A

T

IO

N S

S E

E

5' -0

5'-0"

5'-4 1/2"

A

SCEDULE

SEE

S E

E S

C H

E D

U

LE

B

SCEDULE

SEE

S E

E S

C H

E D

U

LE

C

SCHEDULE

SEE

S E

E S

C H

E D

U

LE

D

S E

E S

C H

E D

U

LE

SEE SCHEDULE

(BYPASS CLOSET DOOR)

F

SCHEDULE

SEE

S E

E S

C H

E D

U

LE

(BIFOLD LUNDRY DOOR)

CONT. SEALANT

TYPICAL

CONT.

SEALANT

TYP.

DOOR IN WOOD FRAME

RE: DOOR SCHEDULE

PARTITION AS SCHEDULED

RE: FLOOR PLAN AND

PARTITION TYPES

PRE-HUNG FRAME

PER DOOR SCHEDULE

2" 5/8"

3/

V A

R

IE

S 2"

P A

R T

IT

IO

N

O V

E R

A

LL

W A

LL

D

IM

P E

R

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

1/

/2

:5 3:

A

M

DOOR SCHEDULE / DOOR,

FRAME AND WINDOW

ELEVATIONS

D U

P L

E X

B U

IL

D

IN

G

S

IT

E

L O

C A

T

IO

N S

F O

U N

D A

T

IO

N A

N D

IN

S

T A

L L

A T

IO

N

P A

C K

A G

E

F

IF

T

H A

V E

N U

E , M

S

4, S

U

IT

E

S E

A T

T

LE

, W A

S H

IN

G

T O

N

4-

164945

A. JAUCH

J. HEGG

IN

D

IA

N

H E

A

LT

H S

E R

V

IC

E

G R

E A

T P

LA

IN

A R

E A

FINAL CONSTRUCTION

DOCUMENTS

1.11.2024

A601

DOOR SCHEDULE

DOOR CODE

ROOM

NUMBER ROOM NAME

DOOR

FRAME

TYPE…