Attachment J03 - Opt Remodel Combined Drawings.pdf

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

261 North Court Avenue

Tucson, Arizona 85701

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

ARCHITECTSCONSULTANTSOWNER

IHS Project No: 75H70121F30009 Fort Washakie, WY

INDIAN HEALTH SERVICE

FACILITIES DESIGN & CONSTRUCTION

Two Renaissance Square

40 N Central Ave

Phoenix, AZ 85004

Phone: (602) 364-5300

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

Adams & Associates

6422 E. Speedway Blvd. Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

CIVIL STRUCTURAL MECHANICAL ELECTRICAL

INDIAN HEALTH SERVICE

WRSU OPTOMETRY BUILDING &

OFFICE SPACE DESIGN

May 5, 2022

100% CD

C D

M ay

, 2

W R

S U

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T O

M E T R

Y B

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Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

EARTH

POROUS FILL, STONE, OR GRAVEL

CONCRETE

CONCRETE MASONRY UNIT

STEEL

ALUMINUM

PLYWOOD

CONCRETE,

PLASTER, OR GWB

WOOD GLASS

MASONRY

GYPSUM WALL BOARD

MEMBRANE

ROUGH WOOD, NONCONTINUOUS

ROUGH WOOD, CONTINUOUS

PLASTER, SAND, CEMENT, OR GROUT

RIGID INSULATION

INSULATION BLANKET, BATTS

SECTION

ELEVATION

2 4

2 4

ROOFING OR FLASHING

DRAWING TITLE WITH DETAIL

NUMBER AND SCALE

COLUMN GRID

WALL TAG

GRAPHIC SCALE

EQUIPMENT TAG

REVISION CLOUD

E1

ELEVATION INDICATOR

NORTH ARROW

N

BUILDING SECTION

WALL SECTION

ENLARGED AREA OR DETAIL CALLOUT

EXTERIOR ELEVATION

INTERIOR ELEVATION

DOOR TAG

WINDOW TAG

KEYNOTE

SAFETY GLASS INDICATOR

ROOM TAG

Room name

A101

A101

A101

A101

A101

0' 2' 4' 8'

F

16'- 0" A.F.F.

FF ELEV

DOOR NUMBER

DOOR MARK

DRAWING

NUMBER

View Name

SCALE: 1/8" = 1'-0"

SECTION LETTER

SHEET WHERE DRAWN

ELEVATION REFERENCE NO

SHEET WHERE DRAWN

ELEVATION REFERENCE NO

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

REVISION NUMBER

CLOUD ENCLOSES REVISION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

G1.0

ABBREVIATIONS &

SYMBOLS

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ABBREVIATIONSSYMBOLS

MATERIALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ACOUSTICAL CEILING

ADA AMERICAN WITH DISABILITIES

ACT

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

ANOD ANODIZED

BD BOARD

BEDRM BEDROOM

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLK(G) BLOCK(ING)

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT UP ROOFING

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CB CHALKBOARD, CATCH BASIN

CEM CEMENT

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED,

OWNER INSTALLED

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CMP CORRUGATED METAL PIPE

CMTS COMMENTS

CMU CONCRETE MASONRY UNITS

CMWP COMPOSITE METAL WALL

PANEL

CNPY CANOPY

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CORR CORRIDOR, CORRUGATED

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CU CUBIC

CU FT CUBIC FOOT

CW COLD WATER

D DEPTH

DEMO DEMOLISH

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWC DRYWALL CHANNELS (HAT)

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EFS EXTERIOR FINISH SYSTEM

EIFS EXT. INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION, ELEVATOR

EMER EMERGENCY

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWWM ELECTRICALLY WELDED WIRE

MESH

EXC EXCAVAT(E) (ION)

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F/ FROM

FA FIRE ALARM

FAB FABRICATE

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FIN FINISH(ED)

FLA FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FP FIREPROOF

FR FIRE RETARDANT

FRP FIBER REINFORCED PLASTIC

FS FLOOR SINK

FT FOOT, FEET

FTG FOOTING

FUR FURRED(ING)

FUT FUTURE

FV FIELD VERIFY

GA GAGE, (GAUGE)

GALV GALVANIZED

GC GENERAL CONTRACT(OR)

GD GRADE

GL GLASS, GLAZING

GWB GYPSYUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDBD HARDBOARD

HDWD HARDWOOD

HDWR HARDWARE

HIW HIGH IMPACT WOOD

FIBER BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATING

AIR CONDITIONING

HW HOT WATER

ICF INSULATED CONCRETE FORM

ICMWP INSULATED COMPOSITE

METAL WALL PANEL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

INCL INCLUDING

INS INSULATION

INT INTERIOR

JC JANITORS CLOSET

JST JOIST

JT JOINT

KD KNOCKED DOWN

KIT KITCHEN

KO KNOCK OUT

KP KICK PLATE

L LENGTH, LONG

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTWT LIGHTWEIGHT

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MOV MOVABLE

MTD MOUNTED

MTL METAL

MWP METAL WALL PANEL (SYSTEM)

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT, (OFOI)

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENTS

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OC ON CENTER(S)

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED,

OWNER INSTALLED

OH OVERHEAD, OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OSB ORIENTED STRAND BOARD

P PAINT(ED)

PAR PARALLEL

PART PARTITION

PART BD PARTICLE BOARD

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE(D)

PERIM PERIMETER

PERP PERPENDICULAR

PF PREFABRICATES

PJ PANEL JOINT

PL PLASTER, PLATE,

PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PO POWER OPERATED

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

(R) RECESSED

R RADIUS, RISER ROUND

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

RELO RELOCATION

REPL REPLACE

REQ'D REQUIRED

RES RESILIENT

REV REVISION(S), REVISED

RF RIGID FIBERGLASS

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAINWATER LEADER

(S) SURFACE MOUNTED

S SEALED, SOUTH

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SDG SIDING

SECT SECTION

SF SQUARE FEET

SHEET SHEET

SHWR SHOWER

SIM SIMILAR

SIP STRUCTURAL INSULATED

PANEL

SM SHEET METAL

SP SOUNDPROOF

SPECS SPECIFICATIONS

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SERVICE SINK,

STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION

COEFFCIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SEAMLESS VINYL

SW SWITCH

SWR SEWER

SYM SYMMETRY(ICAL)

T THICKNESS, TEE

T&G TONGUE & GROOVE

TB TACKBOARD

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TERR TERRAZZO

THK THICK(NESS)

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOIL TOILET

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

U URINAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VNR VENEER

VPL VENEER PLATER

VWC VINYL WALL COVERING

W WIDTH, WIDE, WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HUNG, WATER HEATER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOFING

WR WATER REPELLENT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

SEWER LINE

SEWER LINE

SEWER LINE

N

N FORK RD

H W

Y 287

H W

Y 287

PROJECT LOCATION BLAC

K C

O

AL D

R

N O

R K

O K

S T

1ST ST

2ND ST

HEREFORD LN

SOUTH FORK LITTLE

WIND RIVER

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

G2.0

PROJECT INFORMATION

& SHEET INDEX

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

GENERAL NOTES

1. ALL CONSTRUCTION TO CONFORM TO THE LATEST PUBLISHED EDITION OF NATIONALLY RECOGNIZED CODES, STANDARDS AND GUIDELINES, INCLUDING THE

FOLLOWING: NATIONAL FIRE CODES; INTERNATIONAL BUILDING CODE (IBC); INTERNATIONAL RESIDENTIAL CODE (IRC); ARCHITECTURAL BARRIERS ACT (ABA);

INTERNATIONAL ENERGY CONSERVATION CODE (IECC); ASHRAE 62.1 – VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY.

2. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION

VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).

3. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.

4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA.

5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS, AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF HE CHOOSES AN OPTION, CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS.

6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.

7. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.

8. CONTRACTOR SHALL VERIFY THE ADEQUACY AND LOCATION OF EXISTING UTILITIES. VERIFY INVERTS TO ASSURE THAT PROPER SLOPES CAN BE OBTAINED.

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF RENOVATING THE HIM DEPARTMENT WITHIN THE MAIN CLINIC, COMPLETE INTERIOR

RENOVATION OF BUILDING 74, AND COMPLETE INTERIOR RENOVATION OF BUILDING 76. NEW PARKING SPACES

INFRONT OF BUILDING 74 AND BUILDING 76 WILL ALSO BE INCLUDED IN THIS PROJECT.

LOCATION

OWNERS:

INDIAN HEALTH SERVICE

WINDRIVER SERVICE UNIT

ADDRESS:

29 BLACK COAL DR.

FORT WASHAKIE, WY

DRAWING INDEX

PROJECT LOCATION,

BUILDING 76

N

N.T.S.

GENERAL

G0.0 COVER SHEET

G1.0 ABBREVIATION & SYMBOLS

G2.0 PROJECT INFORMATION & SHEET INDEX

ARCHITECTURAL SITE

A0.1 ARCHITECTURAL SITE PLAN

A0.2 ARCHITECTURAL SITE DETAILS

CIVIL

C1.0 CIVIL SITE EXISTING CONDITIONS

C2.0 UNIT 74 PARKING SITE PLAN

C3.0 UNIT 76 PARKING SITE PLAN

STRUCTURAL

S1.1 STANDARD STRUCTURAL NOTES AND DETAILS

S1.2 BLDG 74 - FOUNDATION AND FRAMING PLANS

S1.3 BLDG 76 - FOUNDATION AND FRAMING PLANS

ARCHITECTURAL

A1.0 HIM DEPARTMENT - CODE REVIEW

A1.1 HIM DEPARTMENT - FLOOR PLAN

A1.2 HIM DEPARTMENT - REFLECTED CEILING PLAN

A1.3 HIM DEPARTMENT - FINISH & DOOR SCHEDULE

A2.0 BLDG 74 - CODE REVIEW

A2.1 BLDG 74 - FLOOR PLAN

A2.2 BLDG 74 - REFLECTED CEILING PLAN

A2.3 BLDG 74 - ROOF PLAN

A2.4 BLDG 74 - FINISH & DOOR SCHEDULE

A3.0 BLDG 76 - CODE REVIEW

A3.1 BLDG 76 - FLOOR PLAN

A3.2 BLDG 76 - REFLECTED CEILING PLAN

A3.3 BLDG 76 - ROOF PLAN

A3.4 BLDG 76 - FINISH & DOOR SCHEDULE

A4.0 STANDARD WALL TYPES & DETAILS

A4.1 STANDARD INTERIOR ELEVATIONS & MILLWORK

MECHANICAL

M0.1 STANDARD MECHANICAL DETAILS

M1.1 HIM DEPT - MECHANICAL FLOOR PLANS

M2.1 BLDG 74 - MECHANICAL FLOOR PLANS

M2.2 BLDG 74 - MECHANICAL SCHEDULE

M3.1 BLDG 76 - MECHANICAL FLOOR PLANS

M3.2 BLDG 76 - MECHANICAL SCHEDULES

FIRE PROTECTION

FP1.1 FIRE PROTECTION FLOOR PLANS

PLUMBING

P.01 PLUMBING NOTES AND INFORMATION

P1.1 PLUMBING FLOOR PLANS - HIM DEPARTMENT

P1.2 PLUMBING NOTES, SCHEDULES AND DETAILS - HIM DEPT.

P2.1 PLUMBING DEMO FLOOR PLANS - BLDG 74

P2.2 PLUMBING FLOOR PLANS - BLDG 74

P2.3 PLUMBING ISOMETRICS - BLDG 74

P2.4 PLUMBING NOTES, SCHEDULES AND DETAILS - BLDG 74

P3.1 PLUMBING FLOOR PLANS - BLDG 76

P3.2 PLUMBING ISOMETRICS

P3.3 PLUMBING NOTES, SCHEDULES AND DETAILS - BLDG 76

ELECTRICAL

E0.1 ELECTRICAL GENERAL INFORMATION

E1.1 ELECTRICAL SITE PLAN

E2.1 HIM DEPT - ELECTRICAL DEMO FLOOR PLANS

E2.2 HIM DEPT - ELECTRICAL FLOOR PLANS

E3.1 BLDG 74 - ELECTRICAL DEMO FLOOR PLANS

E3.2 BLDG 74 - ELECTRICAL FLOOR PLANS

E4.1 BLDG 76 - ELECTRICAL DEMO FLOOR PLANS

E4.2 BLDG 76 - ELECTRICAL FLOOR PLANS

E5.1 ELECTRICAL ONE-LINES AND SCHEDULES

E5.2 ELECTRICAL SCHEDULES AND DETAILS

PROJECT LOCATION,

BUILDING 74

PROJECT LOCATION,

HIM DEPARTMENT

LOCATION MAP - FORT WASHAKIE HEALTH CENTER

VICINITY MAP - FORT WASHAKIE

N.T.S.

TRUE

N

PROJECT

SEWER LINE

DN

x x x x x x x x x x x x x x x x x x x x x x x x

(E) S

(E) S

(E) S (E) S (E) S

(E

0E

(E

0E

(E

0E

(E

0E

0E

0E

0E

0E

(E ) 0E

(E ) 0E

(E ) 0E

(E ) 0E

(E ) 0E

(E ) O

C

(E ) O

C (E

) O C

(E ) O

C (E

) O C

(E ) S

(E ) S

(E ) S

(E ) S

(E ) S

(E S

(E S

(E S

(E S

(E) OE

(E) OE

(E) OE (E) OE (E) OE (E) OE

(E O

C

(E O

C

(E O

C

BLDG

BLDG

BLDG

BIA

OFFICE

BLDG

BLACKCOLE ST.

A3.1

A2.1

A1.1

HIM DEPT

117117

N

S T

S T.

EXISTING BUILDINGS

CONCRETE SIDEWALKS, PATIO AND DRIVEWAYS

PROPOSED CHAIN LINK FENCE

BUILDING FOOTPRINT

(E) CHAINLINK FENCE

SITE VISIBILITY TRIANGLES

(E) WATER LINEW W

(E) SEWER LINES S

(E) GAS LINESG G

(E) UNDERGROUND ELECTRICAL LINES

CONTOUR LINES

(E) OVERHEAD ELECTRICAL LINESOHE

PROPOSED UNDERGROUND ELECTRICAL LINES

SIDEWALK SCUPPERSC

EXISTING(E)

SEWER MANHOLE

UGE

PROPOSED WATER LINEW W

PROPOSED SEWER LINES S

UGE

PROPOSED GAS LINESG G

ss SEWER CLEANOUT

SITE PLAN LEGEND

x x x x

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

A0.1

ARCHITECTURAL SITE

PLAN

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

N

1" = 20'-0"1

ARCHITECTURAL SITE PLAN

0' 5' 10' 20'

SITE PLAN GENERAL NOTES

A. UNDERGROUND UTILITY LOCATIONS HAVE NOT BEEN VERIFIED FOR LOCATION OR

SIZE. CONTRACTOR TO VERIFY LOCATION AND SIZE OF UNDERGROUND UTILITIES

PRIOR TO BEGINNING CONSTRUCTION.

B. CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES & SAFETY CONCERNS

WITHINT & ADJACENT TO CONSTRUCTION.

C. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION

D. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL & ELECTRICAL

DRAWINGS FOR MORE INFORMATION & UTILITY COORDINATION

E. CONTACTOR SHALL PATH & REPAIR ALL EXISTING FINISHED ADJACENT TO

DEMOLITION AS REQUIRED.

102 (E) DRIVEWAY

103 NEW CONCRETE PARKING, SEE CIVIL

114 NEW 8' WIDE DOUBLE GATE, MODIFY (E) FENE FOR NEW GATE

115 (E) STORAGE STRUCTURE

117 (E) CHAINLINK FENCE

KEY NOTES

1'-0" VERIFY SITE DIMENSION

2'-10"

4"M A

X

LANDING,

SEE STRUCT

HANDRAIL RETURN,

SEE PLAN

4"

RAMP,

SEE STRUCT

1 1/2" DIA TUBE STL,

PAINTED

SIDEWALK,

CIVIL

ALL JOINTS WELDED

AND SANDED SMOOTH

1.5" DIA. TUBE STEEL

RAILING PER CODE

HANDRAIL WELDED

TO EMBED PLATE

SAND

CONCRETE LANDING,

SEE STRUCT

1' - 0" 1' - 0"

VERIFY SITE DIMS

3'

TYP

1"

1' - 0"2" TOOLED GROOVE

SIDEWALK

HANDRAIL WELDED

TO EMBED PLATE

FELT JOINT,

SEE STRUCT

CONCRETE STEPS,

SEE STRUCT

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

3 1/2"

5' - 0"

3 1/2"

EXTERIOR FACE OF BUILDING

(N) SIDEWALK,

SEE CIVIL

ID

3' - 0"

ID

3' - 0"

ID

5'

5'

/2

3'

/2

4'

4'

4'

/4

EQ EQ

(E) ENTRY DOOR

DN

RAMP

DN

RAMP

DN

CONCRETE LANDING,

SEE STRUCT

CONCRETE RAMP,

SEE STRUCT

CONCRETE LANDING,

SEE STRUCT

DRAINAGE

DECOMPOSED GRANITE,

COLOR SELECTED BY OWNER

TYP EMBED BASE PLATE,

SEE STRUCT

1 1/2" ⌀ HANDRAIL,

PAINTED

VIF

11' - 3 1/2"

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

A0.2

ARCHITECTURAL SITE

DETAILS

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

1/2" = 1'-0"1

RAMP HANDRAIL

1/2" = 1'-0"2

EXTERIOR STEPS

1/2" = 1'-0"3

ENLARGE RAMP PLAN

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

BILLINGS AREA

ARCHITECTS

C1.0

CIVIL SITE

EXISTING CONDITIONS

April 8, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

CIVIL

Strike Consulting Group LLC 205 S. 3rd Street Lander, WY 82520 Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

3026 N Country Club Tucson, AZ 85716 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E. Speedway Blvd., Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

Adams & Associates 6422 E. Speedway Blvd.

Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

UNIT 74 FFE= 5581.42

AutoCAD SHX Text

UNIT 75 FFE= 5581.35

AutoCAD SHX Text

UNIT 76 FFE= 5580.53

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

UPSTREAM M.H. NOT FOUND

AutoCAD SHX Text B.M. 1

AutoCAD SHX Text

N=912614.96 E=1933353.24 EL=5576.52

AutoCAD SHX Text B.M. 2

AutoCAD SHX Text

N=912670.73 E=1933121.96 EL=5578.29

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text

GAS SERVICE

AutoCAD SHX Text

SEWER LINE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text G

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text S

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

OVERHEAD COMM

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text NOTE: SANITARY SEWER INFORMATION SHOWN HEREON IS A COMPILATION OF SURVEY DATA AND SANITARY SEWER INFORMATION SHOWN HEREON IS A COMPILATION OF SURVEY DATA AND AS-BUILT INFORMATION PROVIDED BY IHS. BENCHMARK COORDINATES SHOWN HERON ARE BASED ON SPC83 AND NAD88 GRID READINGS AVERAGED OBSERVATION USING DUAL FREQUENCY TRIMBLE R10 RECEIVER AND TRIBLE R8s BASE STATION. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES.

AutoCAD SHX Text

BLACK COAL DRIVE

AutoCAD SHX Text 1st STREET

AutoCAD SHX Text

WASHAKIE STREET

RETURN CURB

NOT TO SCALE

RESERVED

PARKING

VAN

ACCESSIBLE

ADA PARKING SIGN

NOT TO SCALE

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

PREL

IM

IN

AR

Y - N

OT F

OR C

ONST

RUCTIO

N

FO

R R

EV

IEW

PURPOSE

S O

NLY

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

BILLINGS AREA

ARCHITECTS

C2.0

UNIT 74 PARKING SITE

PLAN

April 8, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

CIVIL

Strike Consulting Group LLC 205 S. 3rd Street Lander, WY 82520 Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

3026 N Country Club Tucson, AZ 85716 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E. Speedway Blvd., Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

Adams & Associates 6422 E. Speedway Blvd.

Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

9.0' (TYP)

AutoCAD SHX Text NOTES: 1. ADA PARKING SHALL BE IN COMPLIANCE WITH THE MOST ADA PARKING SHALL BE IN COMPLIANCE WITH THE MOST CURRENT WYDOT ADA STANDARDS. 2. ALL ADA PARKING STALLS MUST HAVE PROPER SIGNS INSTALLED. ALL ADA PARKING STALLS MUST HAVE PROPER SIGNS INSTALLED. 3. ALL PARKING SPACE MARKINGS SHALL BE SOLID YELLOW 4" ALL PARKING SPACE MARKINGS SHALL BE SOLID YELLOW 4" LINES. 4. REPAVE ASPHALT THROUGH APPROACH AS NECESSARY. REPAVE ASPHALT THROUGH APPROACH AS NECESSARY. 5. REPLACE REMOVED CONCRETE GUTTER TO MATCH EXISTING. REPLACE REMOVED CONCRETE GUTTER TO MATCH EXISTING. 6. CONTOURS SHOWN IN PROPOSED GRADING ARE 0.1' MINOR AND CONTOURS SHOWN IN PROPOSED GRADING ARE 0.1' MINOR AND 0.5' MAJOR.

AutoCAD SHX Text

RUBBER WHEEL STOP (TYP) SEE DT1/C3.0

AutoCAD SHX Text

CONCRETE PAVING SEE DT2/C3.0

AutoCAD SHX Text

VISITOR PARKING SIGN (TYP) SEE DT3/C3.0

AutoCAD SHX Text

RETURN CURB SEE DT2/C2.0

AutoCAD SHX Text

REMOVE EXISTING FENCE BEYOND THIS POINT

AutoCAD SHX Text

SAW CUT AND REMOVE EXISTING CURB AND GUTTER

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text 1st STREET

AutoCAD SHX Text

UNIT 74

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

RETURN CURB

AutoCAD SHX Text

DT2

AutoCAD SHX Text C2.0

AutoCAD SHX Text

CONCRETE GUTTER

AutoCAD SHX Text

FLOW LINE TO MATCH EXISTING

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

"VAN-ACCESSIBLE" DESIGNATION WHERE APPLICABLE

AutoCAD SHX Text

DT1

AutoCAD SHX Text C2.0

AutoCAD SHX Text

ADA PARKING SIGN SEE DT1/C2.0

AutoCAD SHX Text A'

AutoCAD SHX Text A

AutoCAD SHX Text

(FLOWLINE)

AutoCAD SHX Text

(FLOWLINE)

AutoCAD SHX Text

A-A' SECTION VIEW N.T.S.

AutoCAD SHX Text

TYPICAL ASPHALT SECTION

AutoCAD SHX Text

FLOWLINE TO MATCH EXISTING

AutoCAD SHX Text

TYPICAL CONCRETE SECTION

AutoCAD SHX Text

UNDISTURBED SOIL

GRADING W CRUSHED BASE (8" MIN)

RUBBER WHEEL STOP

NOT TO SCALE

TYPICAL CONCRETE SECTION

NOT TO SCALE

VISITOR

PARKING

VISITOR PARKING SIGN

NOT TO SCALE

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

PREL

IM

IN

AR

Y - N

OT F

OR C

ONST

RUCTIO

N

FO

R R

EV

IEW

PURPOSE

S O

NLY

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N

ME

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

SER

UMA

H

BILLINGS AREA

ARCHITECTS

C3.0

UNIT 76 PARKING SITE

PLAN

April 8, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

CIVIL

Strike Consulting Group LLC 205 S. 3rd Street Lander, WY 82520 Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

3026 N Country Club Tucson, AZ 85716 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E. Speedway Blvd., Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

Adams & Associates 6422 E. Speedway Blvd.

Unit 130 Tucson, AZ 85710 Phone: (520) 323-3858

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text

DO NOT ENTER

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

9.0' (TYP)

AutoCAD SHX Text

DT1

AutoCAD SHX Text C3.0

AutoCAD SHX Text

12" LAG BOLT OR REBAR SPIKE (TYP)

AutoCAD SHX Text

SAW CUT AND REMOVE ASPHALT

AutoCAD SHX Text

SCARIFY AND RECOMPACT SUBGRADE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRADING W CRUSHED BASE (8" MIN)

AutoCAD SHX Text

ASPHALT FLUSH WITH CONCRETE

AutoCAD SHX Text

DT2

AutoCAD SHX Text C3.0

AutoCAD SHX Text NOTES: 1. ADA PARKING SHALL BE IN COMPLIANCE WITH THE MOST ADA PARKING SHALL BE IN COMPLIANCE WITH THE MOST CURRENT WYDOT ADA STANDARDS. 2. ALL ADA PARKING STALLS MUST HAVE PROPER SIGNS INSTALLED. ALL ADA PARKING STALLS MUST HAVE PROPER SIGNS INSTALLED. 3. ALL PARKING SPACE MARKINGS SHALL BE SOLID YELLOW 4" ALL PARKING SPACE MARKINGS SHALL BE SOLID YELLOW 4" LINES.

AutoCAD SHX Text

RUBBER WHEEL STOP (TYP) SEE DT1/C3.0

AutoCAD SHX Text

CONCRETE PAVING SEE DT2/C3.0

AutoCAD SHX Text

VISITOR PARKING SIGN BEHIND EXISTING FENCE (TYP) SEE DT3/C3.0

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

BLACK COAL DRIVE

AutoCAD SHX Text

BLACK COAL DRIVE

AutoCAD SHX Text

ADA PARKING SIGN SEE DT1/C2.0

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

DT3

AutoCAD SHX Text C3.0

UNIT 76

B. FORMED CONCRETE 1 1/2 INCHES

ACCORDANCE WITH ACI 318, AND NOT LESS THAN 48 BAR DIAMETERS.

5. ALL REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL

6. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE

7. NO CONSTRUCTION JOINTS (OTHER THAN THOSE SHOWN ON DRAWINGS) SHALL

B. ALL REINFORCING IN CONCRETE SHALL BE CONTINUOUS OR LAPPED IN

A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO

1/4" BULLNOSE AT SLAB JOINTS. CHAMFER CORNER ON VERTICAL ONLY.

BE SECURED IN POSITION PRIOR TO PLACING CONCRETE.

BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY

CONFLICT. CONSULT ARCHITECT/ENGINEER OF SUCH CONFLICTS.

BE INSTALLED WITHOUT APPROVAL OF THE ARCHITECT/ENGINEER. PROVIDE

ASTM A-615 GRADE 60.

8. REINFORCING STEEL:

1. ALL CONCRETE SHALL CONFORM WITH ASTM C-94 AND ATTAIN THE

2. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE PROVISIONS FOR

3. CONCRETE FOOTINGS AND PADS MAY BE POURED AGAINST NEAT

4. MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE AS

A. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS

B. ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

EXCAVATIONS, PROVIDED PLAN DIMENSIONS ARE ADHERED TO.

A. CONCRETE POURED DIRECTLY AGAINST EARTH 3 INCHES

A. FOOTINGS, SLAB ON GRADE 3,000 PSI

FOLLOWING MINIMUM STRENGTHS AT 28 DAYS:

THE FOLLOWING LATEST ACI STANDARDS.

FOLLOWS:

III. CONCRETE:

B. ROOF DEAD LOAD: 20 PSF

A. ROOF LIVE LOAD: 46 PSF (SNOW)

D. EARTHQUAKE DESIGN DATA:

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL

C. WIND LOAD: BASIC WIND SPEED = 115 MPH

BUILDING CODE, 2018 EDITION WITH LOCAL MODIFICATIONS.

2. DESIGN LOADS:

I. GENERAL:

S

WIND IMPORTANCE FACTOR:

SEISMIC DESIGN CATEGORY B

OCCUPANCY CATEGORY II

DS

I = 1.00W

EXPOSURE C

= 0.28 0.12=D1S

SITE CLASS: D

LATERAL SYSTEM:

LATERAL METHOD:

EQUIVALENT LATERAL

FORCE PROCEDURE

E.

5. ALL DETAILS SHOWN APPLY WHETHER SPECIFICALLY REFERENCED OR NOT.

6. ALL STRUCTURAL CALCULATIONS SUBMITTED TO THE ARCHITECT/ENGINEER

CONSTRUCTION. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING

FOR REVIEW, SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER

(STRUCTURAL) REGISTERED IN THE STATE OF ARIZONA.

4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON

DISCREPANCIES OR INCONSISTENCIES.

DRAWINGS.

WOOD SHEAR PANELS

LIGHT FRAME WALLS W/

SOIL PRESSURE: 1,500 PSF, NO SOILS REPORT

II. FOUNDATION AND EARTHWORK

FIXTURES, PIPING, AND CONDUIT INCLUDING SLEEVES, CONCRETE INSERTS,

ALL DIMENSIONS OF EXISTING CONSTRUCTION HAVE BEEN TAKEN FROM AS-BUILT

THREADED RODS AND HANGERS.

THIS PROJECT INVOLVES ADDITIONS AND ALTERATIONS TO EXISTING

CONFORM WITH EXISTING CONSTRUCTION IN ACCORDANCE WITH THE AS-BUILT

DRAWINGS. IF CONDITIONS ARE UNCOVERED WHICH DIFFER FROM WHAT IS

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

AND STRUCTURAL ENGINEER FOR RECOMMENDATIONS PRIOR TO PROCEEDING

DRAWINGS AND SITE SURVEY INFORMATION. THE CONTRACTOR IS RESPONSIBLE

FOR VERIFYING ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

CONSTRUCTION, EVERY EFFORT HAS BEEN MADE TO DETAIL THE DRAWINGS TO

WITH THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CUTTING OF ALL REQUIRED

OPENINGS THROUGH BUILDING FLOORS, WALLS, ROOFS, AND FOR THE

INSTALLATION OF WALL STRUCTURAL SUPPORT MEMBERS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL EQUIPMENT,

ANY EXISTING CONSTRUCTION OCCURS.

THAT MAY BE REQUIRED TO INSURE THAT NO SETTLEMENT OR MOVEMENT OF

MAINTENANCE OF ALL SHORING AND BRACING OF EXISTING CONSTRUCTION

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, PLACEMENT, AND

THIS NOTE APPLIES TO ALL EXISTING BUILDING AREAS:

1.

2.

3.

4.

IV. CARPENTRY:

1. ALL FOOTINGS SHALL BE FOUNDED AT THE DEPTHS INDICATED ON CONSTRUCTION

DRAWINGS, OR 24 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE.

2. EXTERIOR FINISHED GRADES SHALL SLOPE TO DRAIN AWAY FROM BUILDING WALLS

TO ELIMINATE WATER POCKETS ADJACENT TO BUILDING FOUNDATIONS.

3. PROVIDE 4" THICK GRANULAR BASE COURSE BELOW ALL SLABS ON GRADE UNLESS

NOTED OTHERWISE.

1. ROUGH CARPENTRY:

A. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH OF THE FOLLOWING GRADE:

STUDS & BLOCKING. . . . . . . Fb = 900 PSI. . . . . . . E = 1,600,000 PSI

B. ROOF AND WALL SHEATHING SHALL BE APA RATED SHEATHING PLYWOOD

EXPOSURE I.

C. ALL NAILING SHALL CONFORM TO THE LATEST IBC TABLE NO. 2304.10.1

AND AS NOTED ON DRAWINGS.

D. ALL LUMBER SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY.

2. GLU-LAM BEAMS:

A. ALL LAMINATED BEAMS SHALL CONFORM TO AITC 117 "STANDARD

SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER"

B. PROVIDE GLU-LAM BEAMS OF AITC COMBINATION SYMBOL 24F-V4 UNLESS

NOTED OTHERWISE.

C. PROVIDE STANDARD CAMBER OF GLU-LAM BEAMS UNLESS NOTED

OTHERWISE ON DRAWINGS.

1/2" = 1'-0" TYPICAL UNLESS NOTED OTHERWISE

2 - #4 CONT.

1 - #4 CONT.

NOSE BAR

FIN. GRADE

TOOLED EDGE

8"

V

AR

IE

S 2'

-6 " M

AX

#4 AT 16" O.C.

1'-6"

GUARDRAIL, SEE

ARCH. DRAWINGS

8"

4" CONC. SLAB REINFORCED

W/ 6 x 6 - W1.4xW1.4 W.W.M

ON 4" GRANULAR BASE

COURSE

1 - #4 CONT.

30# FELT JOINT

1" TYP.

8"

SEE ARCH. DRWGS.

FOR SIZE & NUMBER

#4 NOSE BAR,

TYP.

#4 AT 16" O.C. EA. DIR.

IN CONCRETE CHEEK

WALL BEYOND, U.N.O.

SEE ARCH. FOR

EXTENTS OF CURB

VA

RI

ES

VARIES, SEE PLAN

#4 AT 16" O.C.

P 1/4" x 5" x 5" WITH

(4) - 1/2"Ø x 5" HSA L

3/16

3/16

3/4"=1'-0"

EXISTING

WOOD TRUSS

CEILING

WOOD BLOCKING

FOLDING DOOR

PER MFR.

2x4 AT 24" O.C. W/

SIMPSON "U" SERIES

JOIST HANGER EA END

2 x 6 CONT. BLOCKING

WITH 2 - #10 SCREWS

EA JOIST

3/4"=1'-0"

EXISTING TRUSS

EXISTING 2X STUD WALL

NEW GLB, SEE PLAN

SIMPSON A34

FRAMING ANCHOR

EA. STUD

EXISTING TRUSS

3/4"=1'-0"

NEW GLB, SEE PLAN

EXISTING 2X

STUD WALL

SIMPSON H2.5

FRAMING ANCHOR

EA. SIDE OF BEAM

DOUBLE 2x TOP

PLATE

2 - 2x6 STUDS

BELOW BEAM

BEARING

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N M E

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

S E R

UM

A

H

ARCHITECTS

S1.1

STANDARD STRUCTURAL

NOTES AND DETAILS

April 08, 2022 - 100% CD 1818.900

C.A.T.

INDIAN HEALTH

SERVICE

CIVIL

EEC

462 E Fort Lowell Road Tucson, AZ 85712 Phone: (520) 321-4625

STRUCTURAL

MECHANICAL

Adams & Associates 4067 E Grante Rd, Suite 200 Tucson, AZ 85712 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

Parker, AZ

IHS PROJECT NO.PH16CR07Q3

WRSU OPTOMETRY BUILDING &

OFFICE SPACE DESIGN

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

04/08/22

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text

STANDARD STRUCTURAL NOTES

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CONCRETE RAMP

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CONCRETE STAIR

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FOLDING PARTITION SUPPORT

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WALL SUPPORT BEAM

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BEAM BEARING AT EXISTING WALL

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PLATE

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LINE

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PLATE

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LINE

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JAMES D.

AutoCAD SHX Text 27343

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S1.1

S1.1

S1.1

S1.1

C.J.C.J.

DN

DN

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N M E

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

S E R

UM

A

H

ARCHITECTS

S1.2

BLDG 74 - FOUNDATION

AND FRAMING PLANS

1818.900

C.A.T.

INDIAN HEALTH

SERVICE

CIVIL

EEC

462 E Fort Lowell Road Tucson, AZ 85712 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

MECHANICAL

Adams & Associates 4067 E Grante Rd, Suite 200 Tucson, AZ 85712 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

Parker, AZ

IHS PROJECT NO.PH16CR07Q3

WRSU OPTOMETRY BUILDING &

OFFICE SPACE DESIGN

N

0' 2' 4' 8'

1/4" = 1'-0"1 FOUNDATION PLAN

1/4" = 1'-0"2 ROOF FRAMING PLAN

1. EXISTING BUILDING.

2. EXISTING CONCRETE SLAB.

3. NEW CONCRETE SLAB, SEE ARCHITECTURAL.

4. INFILL EXISTING OPENING. SEE ARCHITECTURAL DRAWINGS.

EX

IS

TI

NG

IN

TE

RM

ED

IA

TE

B

EA

M

EX

IS

TI

NG

IN

TE

RM

ED

IA

TE

B

EA

M

EX

IS

TI

NG

R

ID

GE

EXISTING WOOD

BRACE AT 4'-10" O.C.

EXISTING WOOD

BRACE AT 4'-10" O.C.

EX

IS

TI

NG

W

OO

D

TR

US

SE

S

AT

4"

O .C

April 08, 2022 - 100% CD

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

04/08/22

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text

FOUNDATION KEYNOTES:

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FRAMING KEYNOTES:

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HART

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JAMES D.

AutoCAD SHX Text 27343

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EXISTING WOOD TRUSSES AT 24" O.C. (HIGH)EXISTING WOOD TRUSSES AT 24" O.C. (LOW)

NEW GLB 5 1/8" x 12"

NE

W

G

LB

/8 " x

2"

S1.1

S1.1

S1.1

TY

P.

S1.1

S1.1

S1.1

S1.1

DN

DN

C.

J.

C.

J.

C.

J.

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

C

B

A

C

B

A

SHEET TITLE

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

PHOENIX AREA

R

VI

H

P

S

NI

D

C E

I

A

A N

HE TL H

SE

E

H

N M E

AR P

T

OF

T

C D

SU

S

A

E

TAE L &H

N

VI

S E R

UM

A

H

ARCHITECTS

S1.3

BLDG 76 - FOUNDATION

AND FRAMING PLANS

1818.900

C.A.T.

INDIAN HEALTH

SERVICE

CIVIL

EEC

462 E Fort Lowell Road Tucson, AZ 85712 Phone: (520) 321-4625

STRUCTURAL

MECHANICAL

Adams & Associates 4067 E Grante Rd, Suite 200 Tucson, AZ 85712 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd Tucson, AZ 85704 Phone: (520) 293-1488

Parker, AZ

IHS PROJECT NO.PH16CR07Q3

WRSU OPTOMETRY BUILDING &

OFFICE SPACE DESIGN

N

0' 2' 4' 8'

1/4" = 1'-0"1 FOUNDATION PLAN

1/4" = 1'-0"2 ROOF FRAMING PLAN

1. EXISTING BUILDING.

2. EXISTING CONCRETE SLAB.

3. NEW CONCRETE SLAB, SEE ARCHITECTURAL.

1. INDICATES FOLDING PARTITION SUPPORTED FROM

ROOF FRAMING. SEE ARCHITECTURAL DRAWINGS.

April 08, 2022 - 100% CD

Turner Structural Eng.

2806 N Alvernon Way, Suite 400 Tucson, AZ 85712 Phone: (520) 323-3422

04/08/22

Attachment J03 - Optometry Remodel Combined Drawings Solicitation Number 75H701-23-R-00061

AutoCAD SHX Text

FOUNDATION KEYNOTES:

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FRAMING KEYNOTES:

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HART

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JAMES D.

AutoCAD SHX Text 27343

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EMERGENCY EGRESS

EXITING ROUTE STARTING POINT

EXITING ROUTE

PROVIDE PORTABLE FIRE EXTINGUISHER UNDER

KITCHEN SINK, CFCI, MAX 75' TRAVEL DISTANCE

PER 2015 IBC TABLE 906.3 (1), REF SPECS

FE

EXIT

FIRE / EXITING LEGEND

1 HR RATED WALL

(E) ENTRY

EXTERIOR(E) CONFERENCE ROOM

(E) WAITING AREA

(E) CORRIDOR

115' TRAVEL 96' TRAVEL

EXIT

(E) WALL

PROJECT INFORMATION

Scope of work: RENOVATE APPROX. 750 SQ. FT. OF EXISTING OFFICE SPACES WITHIN FORT WASHAKIE

HEALTH CENTER. THREE NEW OFFICE SPACES TO BE OCCUPIED BY HIM DEPARTMENT

Existing Building Description

Number of Stories:

Construction Type:

Fire Protection System:

Occupancy Type:

Use:

1 (Unchanged)

Type: VB

Fully Sprinklered (Unchanged)

Business & Healthcare(Unchanged)

Unchanged

Building Area:

Level 1: Unchanged

Corridors:

Exit Corridors : Walls and Doors: Unchanged

Roof:

Existing to remain unchanged (Unchanged) -

Plumbing Fixtures:

UnchangedWater Closet / Lavatories:

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

A1.0

HIM DEPARTMENT -

CODE REVIEW

May 5, 2022 - 100% CD 1818.700

CEM

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

APPLICABLE CODES

INTERNATIONAL BUILDING CODE 2021 EDITION

INTERNATIONAL PLUMBING CODE 2021 EDITION

INTERNATIONAL MECHANICAL CODE 2021 EDITION

INTERNATIONAL FIRE CODE 2021 EDITION

NATIONAL ELECTRIC CODE 2020 EDITION

SPRINKLER CODE 2022 NFPA 13

INTERNATIONAL ENERGY CONSERVATION CODE 2021 EDITION

ANSI A117.1 ACCESIBILITY CODE 2017 EDITION

* AND ALL OTHER CODES AND ORDINANCES AS ADOPTED BY THE GOVERNING AGENCIES HAVING

JURISDICTION

N

FIRE PROTECTION NOTES

1. FINAL FIRE SPRINKLER DESIGN TO BE PROVIDED BY THE CONTRACTOR AS A SEPARATE

SUBMITTAL PER FIRE PROTECTION DRAWINGS AND SPECIFICATIONS

1/4" = 1'-0"1

HIM DEPT - FLOOR PLAN

PATIENT REGISTRATION

MANAGER / BENEF

COORD

CODERS

V

IF

9"

(E) ENTRY

A1.31

EXTERIOR

21'-5 1/2" 23'-8 1/2" 12'-0" 6'-0"

5' -1

1/

2" 5'

-1

1/ 2"

(E) CONFERENCE ROOM

(E) RESTROOM

LINE INDICATES ALIGNMENT OF

END OF NEW WALLS WITH

(E) RESTROOM WALL

(E) RESTROOM

(E) WAITING AREA

(E) CORRIDOR

(E) AUDIOLOGY(E) FIELD NURSE(E) PHN DIRECTOR(E) WAITING AREA

216 213

D1

D1

D1

2'-0" 2'-0" 2'-0"

225225

225225

225225

A. DIMENSIONS ARE TO FACE OF STUD, U.N.O.

B. GENERAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS PRIOR TO START OF

CONSTRUCTION.

FLOOR PLAN GENERAL NOTES

3'-8 1/2"

005005

N

1/4" = 1'-0"1

HIM DEPT - FLOOR PLAN

0' 2' 4' 8'

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

A1.1

HIM DEPARTMENT -

FLOOR PLAN

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

001 REMOVE WALL

005 REMOVE DOOR AND FRAME

006 REMOVE PLUMBING FIXUTURE, SEE PLUMB

010 REMOVE CASEWORK

213 FILL IN WALL, MATCH EXISTING FINSIH

216 (E) WALL

217 NEW TRANSACTION COUNTER

224 CAP END OF WALL AND APPLY CORNER GUARDS TO MATCH EXISTING CLINIC

225 NEW FLOORING, SEE ROOM SCHEDULE

226 CONFIRM WALL LOCATION WITH (E) WINDOW

KEYNOTES

N

0' 2' 4' 8'

1/4" = 1'-0"2

HIM DEPT - DEMO FLOOR PLAN

WALL MOUNTED LIGHT SUPPLY GRILLE

RETURN GRILLE

EXHAUST GRILLE

GWB

RCP LEGEND

RECESSED LIGHT

DECORATIVE LIGHT

2' STRIP LIGHT

SIDEWALL SUPPLY GRILLE

TUBULAR SKYLIGHT

2x2 LIGHT FIXTURE

2x4 LIGHT FIXTURE

2X4 ACOUSTIC CEILING TILE

(2) SCREWS @ 16" O.C. TO

STRUC. ABOVE

2X4 WD STUDS @ 16" O.C.,

TYP

(2) SCREWS @ 16" O.C.

GWB CLG - REFER TO RCP

(E) STRUCTURE ABOVE

GWB CORNER BEAD

GWB - REFER TO ROOM

FINISH SCHEDULE

CLG - REFER TO RCP

CARRY GWB TO 6" ABOVE

CLG AS OCCURS

9' - 0"

(E) VIF

8' - 0"

9' - 0"9' - 0"9' - 0"

5' -7

/2

5'

-7

/2

304304

304304

310310 310310 310310

2' -1

0" 2'

-1 0"

2' -1

0" 2'

-1 0"

3' - 0" 4' - 0" 3' - 0"

10' - 0"

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

INDIAN HEALTH SERVICE

DIVISION OF FACILITIES ENGINEERING

E

H

N M

E

A R

P

T O F

T

C D

SU

S

A

E

TAE L

&H

N V I

S E R

U M A

H

BILLINGS AREA

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S i g n e d . . .

CE

R T

IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2022

ARCHITECTS

261 North Court Avenue

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

DRAWN BY:

CONSULTANTS

Tucson, Arizona 85701

CHECKED BY:

CAD DWG FILE:

PROJECT NO:

ISSUE:

REVIEWED:

DFE ENGINEER/PROJECT MANAGER

APPROVED:

DFE BRANCH CHIEF

CONCURRENCE:

DFE CHIEF

DATE

DATE

DATE

REV DATE DESCRIPTION

IHS PROJECT NO.

C

B

A

C

B

A

SHEET TITLE

A1.2

HIM DEPARTMENT -

REFLECTED CEILING PLAN

May 5, 2022 - 100% CD 1818.700

RL

INDIAN HEALTH

SERVICE

WRSU OPTOMETRY

BUILDING & OFFICE

SPACE DESIGN

Fort Washakie, WY

75H70121F30009

04/

/2

CIVIL

Strike Consulting Group LLC

205 S. 3rd Street

Lander, WY 82520

Phone: (307) 335-8466

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712

Phone: (520) 323-3422

MECHANICAL

Adams & Associates

6422 E. Speedway Blvd., Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

ELECTRICAL

Adams & Associates

6422 E. Speedway Blvd.

Unit 130

Tucson, AZ 85710

Phone: (520) 323-3858

N

0' 2' 4' 8'

1. SEE FLOOR PLAN FOR PARTITION TYPES.

2. COORDINATE CEILING PLANS WITH MECHANICAL, FIRE

PROTECTION AND ELECTRICAL PLANS.

3. ALL GWB CEILINGS AND SOFFITS SHALL BE TEXTURED AND

PAINTED.

4. ACCESS PANELS IN FIRE RATED CEILINGS SHALL MATCH THE

FIRE RATING OF THE CEILING.

5. CENTER LIGHT FIXTURES IN CEILING, U.N.O.

GENERAL NOTES

302 NEW DROPPED GYPSUM SOFFIT

304 (E) CEILING TO REMAIN

310 NEW ACOUSTIC CEILING TILE

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

GWB SOFFIT

KEYNOTES

1/4" = 1'-0"1

HIM DEPARTMENT RCP

A. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS AND EXTENT OF

SOFFITS

B. SEE PLANS AND INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENTS OF VARIOUS

FINISH MATERIALS

FINISH SCHEDULE GENERAL NOTES

ACT ACOUSTIC CEILING TILE

CPT CARPET TILE

CONC CONCRETE

CLR CLEAR SEALER

FF FACTORY FINISH

FRP FIBERGLASS REINFORCED PANEL

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HW HOLLOW WOOD

MGWB MOISTURE RESISTANT

GYPSUM WALL BOARD

ABBREVIATIONS

P PAINT

PCT PORCELAIN TILE

RB RUBBER BASE

SGL SAFETY GLASS

SCW SOLID CORE WOOD

TB COVED TILE BASE

VCT VINYL COMPOSITION TILE

WD WOOD

MATERIAL TYPE/COLOR APPLICATION

MATERIALS & FINISHES LEGEND

CARPET TILE

CPT-1 SEE SPECS 24"X24"

CERAMIC TILE

CT-1 DALTILE/LINEAR 4"X12" WALL TILE

PORCELAIN TILE

PCT-1 DALTILE/NEOSPEC 24" x 24" FLOOR TILE

FIBER CEMENT

FC-1 DUNN…