231997 Womens Clinic_Amendment 01 - Combined Drawings_2025-11-04.pdf

GENERAL FINISH NOTES

H. BASIS OF DESIGN FOR SELECTED FINISHES IS IDENTIFIED ON COLOR & MATERIAL SCHEDULE.

ARCHITECT APPROVAL IS REQUIRED FOR ALL FINISHES.

I. SOME SPECIFIED PRODUCTS AND FINISHES MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY

RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.

J. ALL FINISH WORK SHALL BE PERFORMED IN COMPLIANCE WITH DRAWINGS & SPECIFICATIONS. SHOP DRAWINGS, SAMPLES & PRODUCT DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR THEIR REVIEW

PRIOR TO BEGINNING WORK.

REFER TO ROOM FINISH SCHEDULE AND COLOR AND MATERIAL SCHEDULE FOR THE FINISH

SELECTIONS OF EACH INDIVIDUAL ROOM NOT OTHERWISE DESIGNATED ON INTERIOR DRAWINGS.

L. FLOOR FINISH LEGEND HATCHES/PATTERNS INDICATE FLOORING TYPES, NOT ACTUAL FLOORING PATTERN & LAYOUT UNO. FOR FLOOR PATTERN INSTALL DIRECTION REFER TO THE INSTALLATION

SYMBOL.

M. EXTEND ALL FLOORING UNDER FURNITURE, DESKS, COUNTERTOPS, ETC. UNO FINISH PLAN MAY NOT

INDICATE FLOORING UNDER OPEN COUNTERTOPS, CASEWORK, EQUIPMENT, ETC.

N. PROVIDE TRANSITION STRIPS AT ALL LOCATIONS THAT HAVE A CHANGE IN FLOORING MATERIALS.

REFER TO TYPICAL TRANSITION STRIP DETAILS FOR APPROVED TRANSITION STRIPS.

O. ALL FLOORING TRANSITIONS TO BE CENTERED UNDER DOORS IN A CLOSED POSITION UNO.

P. CONTRACTOR IS RESPONSIBLE FOR VERIFYING APPROPRIATE SIZES OF TRANSITION STRIPS BASED

ON MATERIAL TYPES.

Q. ALL VINYL TRANSITION STRIP COLORS TO MATCH ADJACENT FLOORING UNO.

R. ALL SOLID SURFACE SINK FINISHES AND MATERIALS TO MATCH THE INFORMATION PROVIDED IN THE

COLOR AND MATERIAL SCHEDULE.

S. ALL INTERIOR GWB WALLS AND CEILINGS SHALL RECEIVE A LEVEL 4 FINISH WITH LIGHT ORANGE PEEL

TEXTURE UNO AND PAINTED ACCORDING TO THE INFORMATION PROVIDED IN THE COLOR AND

MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE.

T. ALL SCHLUTER TRANSITION STRIPS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

U. VERIFY GROUT & MORTAR THICKNESS PER MANUFACTURER'S RECOMMENDATIONS.

V. JOINTS IN FLOORING SHOULD ALIGN WITH JOINTS IN CONCRETE SLABS. ADDITIONAL JOINTS SHOULD

BE CUT IF NECESSARY AS PER THE LATEST EDITION OF THE TCNA HANDBOOK. VERIFY LOCATIONS

WITH ARCHITECT & INTERIOR DESIGNER.

W. WOOD DOORS AND FRAME BASE MOLDINGS TO BE FILLED, STAINED, SEALED & SHOP FINISHED TO

MATCH ARCHITECTS SAMPLE. WORK SHOULD BE PERFORMED IN A DUST FREE ENVIRONMENT.

X. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED OR PREFINISHED ACCORDING TO THE

INFORMATION PROVIDED IN THE COLOR AND MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE.

Y. SOFFIT OR BULKHEAD PAINT COLOR TO BE APPLIED TO BOTH VERTICAL AND HORIZONTAL SURFACES UNO. ALL SOFFITS TO BE PAINTED THE COLOR OF ADJACENT WALLS UNO. SPECIAL ACCENT COLORS

ARE INDICATED ON THE REFLECTED CEILING PLAN AND ROOM FINISH SCHEDULE.

Z. REFER TO REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE FOR INFORMATION REGARDING

CEILING FINISHES AND SYSTEMS.

AA. REFER TO INTERIOR ELEVATIONS FOR WALL TILE PATTERNS.

AB. PROVIDE ADA COMPLIANT SIGNAGE FOR ALL REQUIRED AREAS, ROOMS, & ACCESSIBLE PATHS.

AC. ALL METAL COMPONENTS TO BE PAINTED OR PREFINISHED ACCORDING TO THE INFORMATION

PROVIDED IN THE COLOR AND MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE.

AD. CORNER GUARDS ARE TO BE INSTALLED AT ALL OUTSIDE CORNERS IN PUBLIC SPACES AND

CORRIDORS.

AE. ALL WINDOW SILLS TO BE SOLID SURFACE UNO.

AF. REFERENCE SPECIFICATIONS, ELEVATIONS, AND DETAIL DRAWINGS FOR SPECIAL MATERIALS.

AG. WOOD GRAIN LAMINATES TO BE INSTALLED WITH WOOD GRAIN RUNNING VERTICALLY UNO.

AH. WHERE TRIM IS NOT SPECIFIED, CAULK ALL EXPOSED EDGES OR SEAMS OF RVS WITH CLEAR

CAULKING.

AI. CAULK BETWEEN BASE OF DOOR FRAMES TO ALL FINISHED HARD SURFACE FLOORING.

AJ. INSTALL GROUT COLOR MATCHING FLEXIBLE SEALANT MAPEI "MAPESIL T" AT ALL CHANGE OF PLANE

LOCATIONS PER TCNA.

A.

B.

C.

D.

E.

F.

G.

ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UNO.

CONSTRUCTION LEGEND

SHADED AREA NOT IN SCOPE OF WORK

NEW COMPONENTS

TRUE

NORTH

PLAN

NORTH

A128

SWAMP

A125

ENTRY/WAITING

A124

RESTROOM

A119

CLEAN

A123

RESTROOM

A126

PROCEDURE1

A121

EXAM/TELEHEALTH/CONSULT

A127

MSA

CHECK-IN

A122

PROCEDURE2

A120

SOILED

A124B

INTAKE

A128A

NURSE

STATION

A124A

NURSE

STATION

C1A3

CORRIDOR

C1E33

CORRIDOR

WSF-2WSF-2

WSF-2

WSF-2

PT-1

PT-1

PT-2

TS-1

TS-1

TS-1

TS-2C1E34

CORRIDOR WSF-1

WSF-2

WSF-2

WSF-2

MT-3

TS-2

TS-2

WSF-2

8"

8" 8"

8"

8"

8"

4 1 /2"

8"

P-2

P-2 P-2

P-2

P-2

P-2 P-2

P-2

P-2P-2

7.14

4'- 8"

4'- 7"4'-

7 2 9/2

8"1'- 2 7

/8"

8"

NOTE

A. THIS PLAN DEPICTS FLOOR FINISH

MATERIALS & ACCENT PAINT LOCATIONS.

B. REFER TO COLOR & MATERIAL SCHEDULE

AND ROOM FINISH SCHEDULE FOR

MATERIAL SELECTIONS OF EACH

INDIVIDUAL ROOM.

FLOOR FINISH LEGEND

TAG

PT-1

WSF-1

PATTERN DESCRIPTION

PORCELAIN TILE

WELDED SEAM SHEET

XXX-# FINISH TYPE INDICATOR

EFR EXISTING FINISHES TO REMAIN

MEF MATCH EXISTING FINISHES

FLOORING DIRECTION

DESCRIPTIONSYMBOL

FINISH EXTENT LINE

FINISH SEAM OR TRANSITION

FINISH TYPES INDICATED THUS:

FINISH DESCRIPTION

FINISH TYPE #

XXX-#FINISH TAG

WSF-2 WELDED SEAM SHEET

PT-2 PORCELAIN TILE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

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AI101

FINISH PLAN & SCHEDULE - 1ST FLOOR

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/25/2025 BF/TM AS

SGA #231997

VA #589A4-24-103BID SET

KEYNOTES

KEY VALUE KEYNOTE TEXT

7.14 RECESS MOUNT EXPANSION JOINT.

1/4" = 1'-0"D2 FINISH PLAN - 1ST LEVEL

COLOR & MATERIAL SCHEDULE

FINISH DESCRIPTION MANUFACTURER

STYLE COLOR

SIZE & TYPE SPECIAL INFO / NOTESNAME & DESCRIPTION NAME & DESCRIPTION

CEILINGS

ACT-1 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA SQUARE LAY-IN #1910 / WHITE 24"X24"X3/4" SQ. EDGE GRID 15/16" IN WHITE

FLOORING

PT-1 PORCELAIN TILE (FLOORS) PORTOBELLO AMERICA NORIAN MATTE NORIAN ASH 12"X24"X0.3" PT-2 PORCELAIN TILE (EXISTING LAYOUT) DALTILE PORTFOLIO ICE 12"X24"X0.3" MATCH TILE ORIENTATION TO EXISTING TILE IN CORRIDOR

WSF-1 WELDED SEAM SHEET TEKNOFLOR NATURESCAPES HPD JASPER OAK, BEACH 6.594'W X 65.617'L ROLLS; 0.098" THICK HEAT WELD EDGES OF SHEET NINYL; WELDING STRIP TO MATCH WSF-2 WELDED SEAM SHEET TEKNOFLOR NATURESCAPES HPD JASPER OAK, NATURAL CHERRY 6.594'W X 65.617'L ROLLS; 0.098" THICK HEAT WELD EDGES OF SHEET NINYL; WELDING STRIP TO MATCH

MISCELLANEOUS

CG-1 CORNER GUARD INPRO CORPORATION 150 SLATE 3" WING

CG-2 CORNER GUARD INPRO CORPORATION FLEXIBLE VINYL CLEAR 1-1/8" WINGS X 4' HIGH CORNERS AT ENTRY - REFERENCE WALL PROTECTION PLAN

CR-1 CRASH RAIL INPRO CORPORATION 1400 SLATE 4" H MOUNT DIRECTLY ABOVE WALL BASE

EG-1 END GUARD INPRO CORPORATION G2-150RD SLATE 3" WING

HR-1 HANDRAIL & SUPPORT INPRO CORPORATION 910 ESPRESSO 5-1/2" H MOUNT 36" A.F.F. TO TOP MT-1 METAL TRIM SCHLUTER SYSTEMS DILEX ANODIZED ALUMINUM INSTALLER TO VERIFY SIZE REQUIRED MT-2 METAL TRIM SCHLUTER SYSTEMS RONDEC ANODIZED ALUMINUM INSTALLER TO VERIFY SIZE REQUIRED MT-3 METAL TRIM SCHLUTER SYSTEMS JOLLY STAINLESS STEEL INSTALLER TO VERIFY SIZE REQUIRED FLOOR TRANSITION FROM TILE TO WSF PL-1 PLASTIC LAMINATE (CABINETRY) FORMICA LAMINATE SILVER RIFTWOOD - ANTIMICROBIAL REFERENCE INTERIOR ELEVATIONS PL-5 RIGID VINYL SHEET INPRO CORPORATION S600-060 DESIGNER WHITE VARIES FROM 8" - 11" X 0.06" THICK "WOMEN'S CLINIC" SIGN AT ENTRY

RB-1 RESILIENT BASE JOHNSONITE TG6 - COVED MINK 6"

RB-2 RESILIENT BASE JOHNSONITE COVED BLACK 6"

TR-1 RIGID SEAM TRIM & TOP CAP INPRO CORPORATION PALLADIUM SLATE (AS NECESSARY FOR WALL COVERING

PANELS)

INSTALL AT JOINTS WHERE REQUIRED

TR-2 RIGID WALL COVERING SEAM TRIM &

TOP CAP

FORMICA 8681 COTTON CLOTH 4' H (AS NECESSARY FOR WALL COVERING

PANELS)

INSTALL AT JOINTS WHERE REQUIRED

TR-3 METAL BASE TRIM (ENTRY) SCHLUTER ALUMINUM MATCH EXISTING ATRIUM - REFERENCE INTERIOR ELEVATIONS TR-4 RESILIENT BASE COVE CAP JOHNSONITE SCC 48 B GREY 3/4 H X 1/4" W CAP AT COVE BASE OF WSF-1 AND WSF-2 WHERE "COVE BASE" IS DESIGNATED ON INTERIOR

ELEVATIONS

TS-1 TRANSITION STRIP (PT TO WSF) SCHLUTER SYSTEMS JOLLY A100G GREY INSTALLER TO VERIFY SIZE REQUIRED FLOOR TRANSITION FROM PT TO WSF TS-2 TRANSITION STRIP (EXISTING TO WSF) SCHLUTER SYSTEMS JOLLY A100G GREY INSTALLER TO VERIFY SIZE REQUIRED FLOOR TRANSITION FROM EXISTING TO WSF

SURFACES

SS-1 SOLID SURFACE (COUNTERTOPS) CORIAN SOLID SURFACE LIMESTONE PRIMA 1/2" THICK

WALL COVERING

ADH-1 WINDOW ADHESIVE DECORATIVE FILMS SXJ-0561 FINE DOTS GRADIENT - WHITE 60" x 95' ROLL APPLY TO BOTH WINDOWS AT MSA CHECK-IN

P-1 PAINT (WALLS-TYPICAL) SHERWIN-WILLIAMS HARMONY ZERO VOC; MPI 52 INCREDIBLE WHITE EGGSHELL P-1S PAINT (WALLS-SEMI-GLOSS) SHERWIN-WILLIAMS HARMONY ZERO VOC; MPI 54 INCREDIBLE WHITE SEMI-GLOSS P-2 PAINT (ACCENT WALLS) SHERWIN-WILLIAMS HARMONY ZERO VOC; MPI 52 JUBILEE EGGSHELL

PL-2 PHENOLIC WALL PANELING PLASTIC

LAMINATE (ENTRY SLATS)

FORMICA LAMINATE WILD CHERRY 1/2" THICK REFERENCE ENLARGED FLOOR PLANS/ELEVATION

PL-3 PHENOLIC WALL PANELING PLASTIC

LAMINATE (ENTRY SLATS)

FORMICA LAMINATE BLACK 1/4" THICK REFERENCE ENLARGED FLOOR PLANS/ELEVATION

PL-4 PLASTIC LAMINATE (ENTRY BORDER) FORMICA LAMINATE CHERRY WALNUT 1/16" THICK REFERENCE ENLARGED FLOOR PLANS/ELEVATION PT-2A PORCELAIN TILE (WALLS) PORTOBELLO AMERICA KREA SMOOTH NAVY 3X12 70% OF WALL TILE ON DESIGNATED WALL - REFERENCE INTERIOR ELEVATIONS PT-2B PORCELAIN TILE (WALLS) PORTOBELLO AMERICA KREA RIPPLE NAVY 3X12 30% OF WALL TILE ON DESIGNATED WALL - REFERENCE INTERIOR ELEVATIONS RWC-1 RIGID VINYL WALL COVERING INPRO CORPORATION PALLADIUM SLATE 4'H; EMBOSSED TEXTURE, 0.06" THICK

RWC-2 RIGID VINYL WALL COVERING

(HIGH-PRESSURE)

FORMICA 8681 COTTON CLOTH 48" X 96" X 0.035" THICK SHEETS

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE

WALLS (ORIENTATION BASED ON PLAN NORTH NOT TRUE NORTH)

CEILING ID FINISH REMARKSNORTH EAST SOUTH WEST

A119 CLEAN WSF-2 WSF-2 P-1/RWC P-1/RWC P-1/RWC P-1/RWC AT-1 6" INTEGRAL COVE BASE A120 SOILED WSF-2 WSF-2 P-1S/RWC P-1S/RWC P-1S/RWC P-1S/RWC AT-1 6" INTEGRAL COVE BASE A121 EXAM/TELEHEALTH/CONSULT WSF-2 WSF-2 P-1 P-1 P-2 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION A122 PROCEDURE2 WSF-2 WSF-2 P-2 P-1 P-1 P-1 AT-1/SP REFER TO FINISH PLAN FOR PAINT DESIGNATION / 6" COVE BASE A123 RESTROOM PT-1 PT-2A/PT-2B P-2/PT-2A/PT-2B P-1/PT-2A/PT-2B P-1/PT-2A/PT-2B P-1/PT-2A/PT-2B GWB REFER TO FINISH PLAN FOR PAINT DESIGNATION A124 RESTROOM PT-1 PT-2A/PT-2B P-1/PT-2A/PT-2B P-1/PT-2A/PT-2B P-2/PT-2A/PT-2B P-1/PT-2A/PT-2B GWB REFER TO FINISH PLAN FOR PAIN DESIGNATION A124A NURSE STATION WSF-1/WSF-2 RB-1 - P-1 P-2 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT/FLOORING DESIGNATION A124B INTAKE WSF-2 RB-1 - P-1 P-2 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION A125 ENTRY/WAITING WSF-1 RB-1 P-2 P-1 P-1 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION A126 PROCEDURE1 WSF-2 WSF-2 P-1/P-2 P-1 P-1 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION / 6" COVE BASE A127 MSA CHECK-IN WSF-1/WSF-2 RB-1 P-1 P-1 - P-1 AT-1 REFER TO FINISH PLAN FOR FLOORING DESIGNATION A128 SWAMP WSF-2 RB-1 P-1 P-1 P-2 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION A128A NURSE STATION WSF-1/WSF-2 RB-1 - P-1 P-2 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION C1A3 CORRIDOR WSF-1/WSF-2 RB-1/CR-1* P-1 P-1 P-1 P-1 AT-1 REFER TO FINISH PLAN FOR PAINT DESIGNATION/*CR-1 DESIGNATION ON

WALL PROTECTION PLAN AND INTERIOR ELEVATIONS

C1E33 CORRIDOR PT-2 RB-2 - P P/WD P GWB/P

C1E34 CORRIDOR WSF-1/WSF-2 RB-1 P-1 P-1 P-1 P-1 AT-1

REVISION # DESCRIPTION DATE

01 AMENDMENT 01 11/4/2025

01 01

A.Schlomer Image

GENERAL WALL PROTECTION NOTES

H. BASIS OF DESIGN FOR SELECTED FINISHES IS IDENTIFIED ON MATERIAL & COLOR SCHEDULE.

ARCHITECT APPROVAL IS REQUIRED FOR ALL FINISHES.

I. SOME SPECIFIED PRODUCTS AND FINISHES MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY

RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.

J. WALL PROTECTION PLAN DEPICTS WALL PROTECTION LOCATIONS AND FINISH LOCATIONS IN AREAS OF SPECIAL SIGNIFICANCE, I.E., MATERIAL CHANGES WITHIN A SINGLE ROOM OR SPACE. REFER TO ROOM FINISH SCHEDULE AND MATERIAL & COLOR SCHEDULE FOR THE FINISH SELECTIONS OF EACH

INDIVIDUAL ROOM NOT OTHERWISE DESIGNATED ON PLAN.

K. REFER TO INTERIOR ELEVATIONS FOR WALL TILE PATTERNS.

L. VERIFY GROUT AND MORTAR THICKNESS PER MANUFACTURER'S RECOMMENDATIONS.

M. INSTALL ALL WALL CONERGUARDS, ANGLE GUARDS, & END GUARDS ABOVE WALL BASE.

N. INSTALL RIGID VINYL SHEET ABOVE WALL BASE.

O. REFER TO COLOR & MATERIAL SCHEDULE & SPECIFICATIONS MANUAL FOR WALL PROTECTION

MANUFACTURER, SIZE, & COLOR.

A.

B.

C.

D.

E.

F.

G.

ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UNO.

NOTE

A. SEE WALL PROTECTION PLANS & INTERIOR ELEVATIONS FOR WALL PROTECTION LOCATIONS.

B. SEE COLOR & MATERIAL SCHEDULE FOR MORE INFORMATION REGARDING WALL PROTECTION TYPES.

WALL PROTECTION LEGEND

INDICATED THUS ON PLANS:

FINISH TYPE #

WALL GUARDS

CG-#.#FINISH TAG

DESCRIPTION

OTHER WALL PROTECTION

CORNER GUARD (TYPICAL)

CORNER GUARD (END GUARD)

CORNER GUARD (ANGLE GUARD)

CORNER GUARD (ANGLE GUARD) HEIGHT IN FEET

TAGGING / LABELING:PLAN GRAPHICS & DESCRIPTION:

CORNER GUARD (CG-XX)

WALL GUARD (WG-1)

RIGID WALL COVERING (RWC-X.X)

HANDRAIL WITH CRASH RAIL (HR-1, CR-X)

TYPE IDENTIFICATION:

INDICATED THUS ON PLANS:LINE TYPE DESCRIPTION

CG-#.#

CONSTRUCTION LEGEND

SHADED AREA NOT IN SCOPE OF WORK

NEW COMPONENTS

TRUE

NORTH

PLAN

NORTH

A128

SWAMP

A125

ENTRY/WAITING

A124

RESTROOM

A119

CLEAN

A123

RESTROOM

A126

PROCEDURE1

A121

EXAM/TELEHEALTH/CONSULT

A127

MSA

CHECK-IN

A122

PROCEDURE2

A120

SOILED

A124B

INTAKE

A128A

NURSE

STATION

A124A

NURSE

STATION

C1A3

CORRIDOR

C1E33

CORR.

HR-1, CR-1

HR-1, CR-1

HR-1, CR-1

HR-1, CR-1

RWC-1.4

RWC-1.4

RWC-1.4

RW

C-

1.4

RWC-1.4RWC-1.4

RW

C-

1.4

RWC-1.4

CG-1.F

CG-1.F

CG-1.F

CG-1.F CG-1.F EG-1.F CG-1.F

CG-1.F

CG-1.F

CG-1.F

CG-1.F CG-1.F

CG-1.F

CG-1.F

CG-1.F

CG-1.F

CG-1.F

CG-1.F

CG-1.F

RW

C-

1.4

RW

C-

1.4

RWC-1.4

RWC-1.4

RWC-1.4

RWC-2.4RWC-2.4

RWC-2.4

CG-2.4 CG-2.4

RWC-2.28"

6"

GYP. BD.

COVE CAP (RB-2)

COVE STICK AS REQ'D

BY MANUFACTURER

SHEET FLOORING

MATERIAL (WSF-2),

REF. C&M SCHEDULE

CLEAR SILICONE CAULK AT

COVE CAP & BOTTOM OF RWC

RIGID WALL COVERING

(RWC-1) AS SCHEDULED

A.

F.

F

- R

EF

C

&M S

C H

ED

GYP. BD.

FASTENER

CONTINUOUS

ALUMINUM RETAINER

MOUNTING BRACKET

2" 1 1/2"

3 1/2"

CLEAR SILICONE CAULK

AT TOP OF BRACKET &

WALL JOINT

VINYL COVER

1/2" BRACKET SPACER

MACHINE SCREW WITH

SERRATED FLANGE

NUT

5/

N

TS

TOP CAP, REF SPEC & C&M SCHED.

RIGID WALL COVERING (RWC-1) AS

SCHEDULED

CLEAR SILICONE CAULK AT

TOP CAP & WALL JOINT

A.

F.

F

- R

EF

C

&M S

C H

ED

GYP. BD.

GYP. BD.

HIGH-IMPACT

RESILIENT COVER

FASTENER

CONTINUOUS

ALUMINUM

RETAINER

BLOCK'G

AS REQ'D

CONTINUOUS

IMPACT BUMPER

4"

CLEAR SILICONE CAULK

AT TOP OF CRASH RAIL

& WALL JOINT

BASE AS

SCHEDULED

6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

ON

E

EI

GH

TH

IN

CH

O

NE

F

OO

T (1

/8"

1' -0

ON

E

QU

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R

IN

CH

O

NE

F

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T (1

/4"

1' -0

TH

RE

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TH

S

IN

CH

O

NE

F

OO

T

(3 /8"

1'

-0

ON

E

HA

LF

IN

CH

O

NE

F

OO

T

(1 /2"

1'

-0

TH

RE

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QU

AR

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IN

CH

O

NE

F

OO

T (3

/4"

1' -0

ON

E

IN

CH

O

NE

F

OO

T (1

1'

-0

ON

E

AN

D

ON

E

HA

LF

IN

CH

ES

O

NE

F

OO

T (1

1/ 2"

1'

-0

TH

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E

IN

CH

ES

O

NE

F

OO

T

(3

1' -0

32 4 5 61

C:

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AI121

WALL PROTECTION PLAN - 1ST FLOOR

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/25/2025 BF/TM AS

SGA #231997

VA #589A4-24-103BID SET

KEYNOTES

KEY VALUE KEYNOTE TEXT

1/4" = 1'-0"D2 WALL PROTECTION PLAN - 1ST LEVEL

REVISION # DESCRIPTION DATE

01 AMENDMENT 01 11/4/2025

6" = 1'-0"A4 DETAIL - WALL PROT AT COVE BASE (TR-4)

3" = 1'-0"A5 DETAIL - HANDRAIL (HR-1)

6" = 1'-0"A3 DETAIL - WALL PROT TOP CAP (TR-1/TR-2)

3" = 1'-0"A2 DETAIL - CRASH RAIL (CR-1)

GENERAL INTERIOR ELEVATION NOTES

H. PROVIDE BACKING FOR ALL EQUIPMENT & HANDRAILS ATTACHED TO BUILDING WALLS.

I. WOOD BACKING IN MTL STUD WALLS AND/OR RATED WALLS TO BE FIRE TREATED UNO.

J. GWB USED IN RESTROOMS, JANITOR CLOSETS, AND OTHER AREAS OF EXPOSED MOISTURE TO BE

WATER RESISTANT GWB UNO.

K. HEIGHT OF OPERATIONAL AND/OR DISPENSING PORTION OF EQUIPMENT & FIXTURES NOT TO EXCEED

48" AFF UNO.

L. SEE SCHEDULES & LEGENDS FOR MORE INFORMATION REGARDING WINDOW AND DOOR TYPES.

M. GWB CONTROL JOINTS SHALL BE INSTALLED AS PER THE LATEST EDITIONS OF GA-216 & ASTM C840

UNO. PROVIDE CONTROL JOINTS IN GWB EVERY 30'-0" MIN.

N. SEE COLOR AND MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE FOR MORE INFORMATION

REGARDING FINISHES.

O. SEE FURNITURE AND EQUIPMENT PLANS, WALL PROTECTION PLANS, AND SIGNAGE PLANS FOR MORE

INFORMATION REGARDING WALL MOUNTED COMPONENTS.

P. SEE COLOR & MATERIAL SCHEDULE OR "A5 - 3D VIEW - TYPICAL WALL TILE DETAILING" FOR TILE

PATTERN DESIGNATION

A.

B.

C.

D.

E.

F.

G.

ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UNO.

/D2 AE101

P-1 P-2 P-2P-1 P-1 P-1P-2 M1801

A5077

F0220

F2000

F0750 M4040

M1801 F0220F0750

F2000

9.08B

9.09A 9.09A 9.09A

5.43E

5.43E

9.09A

9'- 0"

AF

F

3'- 0"

A5

AI121

Sim

9.09E 9.09E01 01

/D2 AE101

/D2 AE101

M1801F0275 A1015

P-1 P-1

P-1 P-1 P-1

F3200

5.43E 5.43E

9.09A9.09A

P-1 C0025

10.31 10.3110.31

9.09E 9.09E

9.09A

/D2 AE101

M1801

F0275

2'-6 1/16"10'-4 7/16"2'-6 1/16"

GI

VE

N 8'-

4 3 /4"

1/2

GIVEN 12'-11"

9.08F

26.31A

9.08B

/D2 AE101

26.32

12.02

10.31

1'- 6"

AE401

D2

9.08A

/D2 AE101

P-2

P-1

F0305

F0305

F2000

A5212

M0506

/D2 AE101

F2000

F0305

A5077

P-1

P-1 M0506

/D2 AE101

A5077

P-1M0506

2'-

P-1 P-1 A5212

W1 W1

/D2 AE101

P-1P-1

P-1

P-2 M7420

M9066

M8810 A5106

M4255

C4

AI511

D5

AI511

________D4

AI511

6.40B

6.40A

12.22

6.40D

30" 26" 1"FILLER

7'- 0"

RWC-2

TR-2

4'- 6"

/D2 AE101

M1802

F0340

F0004 F0210

F2000

P-1

9.09A

24"

C0025

/D2 AE101

M1802

F0004

F0340

M7420

F3200

P-1

9.09A

P-1

22"

C0025

/D2 AE101

M4255

A5106

M8810

F2000

P-1 P-1 6.40B

6.40D 12.22

6.40A

P-1

10.31

/D2 AE101

F3055

F3200

M1801

F0220

F0750F2000

F0115

P-1

/D2 AE101

P-1 P-1 F0115

M1801

F0220

F0750

F0115

F3200

F2000

/D2 AE101

F2000

F0750

F0220

M1801

F3055

M1801

F0750

F0220

P-2

9.09A

/D2 AE101

F0750

F3055

M1801

F0115

F0115

F0750

F0220

F0220

P-1 P-1 P-1

P-1

/D2 AE101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

ON

E

EI

GH

TH

IN

CH

O

NE

F

OO

T (1

/8"

1' -0

ON

E

QU

AR

TE

R

IN

CH

O

NE

F

OO

T (1

/4"

1' -0

TH

RE

E

EI

GH

TH

S

IN

CH

O

NE

F

OO

T

(3 /8"

1'

-0

ON

E

HA

LF

IN

CH

O

NE

F

OO

T

(1 /2"

1'

-0

TH

RE

E

QU

AR

TE

RS

IN

CH

O

NE

F

OO

T (3

/4"

1' -0

ON

E

IN

CH

O

NE

F

OO

T (1

1'

-0

ON

E

AN

D

ON

E

HA

LF

IN

CH

ES

O

NE

F

OO

T (1

1/ 2"

1'

-0

TH

RE

E

IN

CH

ES

O

NE

F

OO

T

(3

1' -0

32 4 5 61

C:

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Sc hlo me r\D oc um en ts\

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P M

AI402

INTERIOR ELEVATIONS

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/25/2025 BF/TM AS

SGA #231997

VA #589A4-24-103BID SET

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.43E ALUMINUM HANDRAIL WITH VINYL COVER

6.40A BASE CABINET

6.40B WALL CABINET

6.40D FINISHED END

9.08A 1/4" FIBER REINFORCED LAMINATE.(PL-3).

9.08B 1/2" PHENOLIC INTERIOR WALL PANELING. (PL-2).

9.08F PLASTIC LAMINATE. (PL-4).

9.09A 6" RESILIENT WALL BASE (RB-1)

9.09E 4" HIGH IMPACT CRASH GUARD (CR-1)

10.31 SIGNAGE. SEE SCHEDULE.

12.02 EXISTING FURNITURE

12.22 SOLID SURFACE COUNTERTOP WITH INTEGRAL LAVATORY

26.31A STRIP LIGHTING FIXTURE

26.32 EXISTING LIGHT FIXTURE

1/4" = 1'-0"A1 INT ELEVATION - C1A3 - S

1/4" = 1'-0"A5 INT ELEVATION - C1A3 - W

1/4" = 1'-0"B1 INT ELEVATION - C1A3 - N

1/4" = 1'-0"A4 INT ELEVATION - C1A3 - E

1/4" = 1'-0"B4 INT ELEVATION - C1E33 - S - ENTRY

1/4" = 1'-0"D6 INT ELEVATION - A125 - N

1/4" = 1'-0"D5 INT ELEVATION - A125 - E

1/4" = 1'-0"C5 INT ELEVATION - A125 - S

1/4" = 1'-0"D4 INT ELEVATION - A126 - N

1/4" = 1'-0"C3 INT ELEVATION - A126 - S

1/4" = 1'-0"D3 INT ELEVATION - A126 - E

1/4" = 1'-0"C4 INT ELEVATION - A126 - W

1/4" = 1'-0"D1 INT ELEVATION - A128 - E

1/4" = 1'-0"D2 INT ELEVATION - A128 - N

1/4" = 1'-0"C1 INT ELEVATION - A128 - S

1/4" = 1'-0"C2 INT ELEVATION - A128 - W

REVISION # DESCRIPTION DATE

01 AMENDMENT 01 11/4/2025

1/4" = 1'-0"C6 INT ELEVATION - A125 - W

GENERAL CASEWORK NOTES

H. COORDINATE DEVICE PENETRATIONS AT COUNTERTOPS W/ MECHANICAL & ELECTRICAL.

I. PROVIDE COUNTERTOP SUPPORTS AT ALL OPEN SPACES APPROXIMATELY 3'-0" O.C. BRACKETS TO BE

PAINTED AS SPECIFIED IN THE COLOR AND MATERIAL SCHEDULE.

J. PROVIDE FINISHED END PANELS AT ALL EXPOSED MILLWORK SURFACES. ALL PLAM CABINETS TO

HAVE PVC EDGES. MATCH PVC EDGE TO PLAM. SUBMIT SAMPLES FOR APPROVAL.

K. PROVIDE RESILIENT BASE, PER COLOR AND MATERIAL SCHEDULE, AT ALL BASE CABINETS UNO.

L. MILLWORK SUPPLIER SHALL PROVIDE FILLER PANELS & SCRIBE STRIPS WHERE NEEDED FOR

COMPLETE INSTALLATION.

M. CABINETS OVER 30" WIDE SHALL HAVE 1" THICK PARTICLE BOARD CORE.

N. PROVIDE BACKSPASH AND/OR SIDESPLASH AS INDICATED ON INTERIOR ELEVATIONS AND CASEWORK

SECTIONS / DETAILS.

O. UNLESS OTHERWISE INDICATED, PROVIDE PRODUCTS OF QUALITY SPECIFIED BY AWI.

ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR PREMIUM GRADE.

P. VERIFY ALL GROMMET LOCATIONS AND COUNT WITH OWNER FOLLOWING INSTALLATION OF

SURFACES.

A.

B.

C.

D.

E.

F.

G.

ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UNO.

1" ADJ. SHELVES

SUPPORTED BY 32MM

SYSTEM

MELAMINE FINISH ON

PART. BD., INTERIOR

2x WD. BLOCK'G

AS REQ'D., TYP.

1x WD. BLOCK'G AS

REQ'D., TYP.

1/4" BACK

BASE AS SCHEDULED

PULL, TYP., REF. SPEC.

PULL, TYP., REF. SPEC.

HPDL FINISH ON 3/4"

PART. BD., EXTERIOR

6"

4"

OTHERWISE NOTED IN ELEV.

24" - UNLESS

3"

LOCK WHERE SHOWN ON

ELEVS, REF SPEC, TYP.

R

EF

. E

LE

VA

TI

O N

S 4"

25"

1/

4"

SOLID SURFACE TOP W/

DRIP EDGE ON 3/4"

MARINE GRADE PLYWD

OR MDF & 4"

THERMOFORMED COVED

BACK & SIDE SPLASH W/

TOP EASED EDGE 1

1/ 2"

/D3 AI401

1x WD. BLOCK'G AS REQ'D., TYP.

25"

DASHED LINES REPRESENT

OUTLINE OF ADA CLEARANCE

AND OPEN BOTTOM OF

ENCLOSURE

" M

IN

A

D A

AD

A

9" M

IN

ADA

�11" MIN

1/

2"

1/ 2"

1"

HPDL FRONT APRON ON 3/4"

PART. BD. W/ 3MM EDGE

BANDING

REMOVABLE APRON, HPDL ON 3/4"

PART. BD. W/ 3MM EDGE BANDING;

CLEAT TO ADJ. SURFACES.

FAUCET AND SINK, REF.

PLUMB'G

SOLID SURFACE TOP W/

SQUARE EASED EDGE ON 3/4"

MARINE GRADE PLYWD OR MDF

& 4" THERMOFORMED COVED

BACK & SIDE SPLASH W/ EASED

TOP EDGE

/2

1/

4" 4"

ADA

8" MIN

NO BOTTOM PANEL

NOTE: PROVIDE FINISHED END

PANELS WHEN SIDES ARE EXPOSED

/D3 AI401

PULL, TYP.

MELAMINE FINISH ON

PART. BD., INTERIOR

1" ADJ. SHELVES

SUPPORTED BY

32MM SYSTEM

HPDL FINISH ON 3/4"

PART. BD, EXTERIOR

1x BLOCK'G AS REQ'D

15"

8" R

EF

. E

LE

VA

TI

O

N S

VERTICAL BRACING

HPDL ON 3/4" PART

BD SLOPED TOP

NOTE: SIDE PANELS TO BE ONE FULL

HT PIECE ON EXPOSED ENDS

LOCK, REF. SPEC.,

ONLY WHERE

SPECIFIED IN ELEV.

/C2 AI401

BASE AS SCHEDULED

STAINLESS STEEL

TUBULAR LEGS

STAINLESS STEEL

TABLE WITH INTEGRAL

SINK BACK & SIDE

SPLASH & NO DRIP

EDGE FROM STAINLESS

STEEL MANUFACTURER

INTEGRAL SINK (28" X

16" X 12"D)

1"

3'

1/

2" 1'

0"

1/

4"

FAUCET, BACKSPLASH

MOUNTED, REF PLUMB'G

/B5 AI401

STAINLES STEEL SIDE SPLASH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

ON

E

EI

GH

TH

IN

CH

O

NE

F

OO

T (1

/8"

1' -0

ON

E

QU

AR

TE

R

IN

CH

O

NE

F

OO

T (1

/4"

1' -0

TH

RE

E

EI

GH

TH

S

IN

CH

O

NE

F

OO

T

(3 /8"

1'

-0

ON

E

HA

LF

IN

CH

O

NE

F

OO

T

(1 /2"

1'

-0

TH

RE

E

QU

AR

TE

RS

IN

CH

O

NE

F

OO

T (3

/4"

1' -0

ON

E

IN

CH

O

NE

F

OO

T (1

1'

-0

ON

E

AN

D

ON

E

HA

LF

IN

CH

ES

O

NE

F

OO

T (1

1/ 2"

1'

-0

TH

RE

E

IN

CH

ES

O

NE

F

OO

T

(3

1' -0

32 4 5 61

C:

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P M

AI511

CASEWORK DETAILS

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/25/2025 Checker Author

SGA #231997

VA #589A4-24-103BID SET

1 1/2" = 1'-0"D4 SECTION - TYPICAL BASE CABINET W/ DRIP EDGE

1 1/2" = 1'-0"D5 SECTION - TYPICAL SINK ENCLOSURE

REVISION # DESCRIPTION DATE

01 AMENDMENT 01 11/4/2025

1 1/2" = 1'-0"C4 SECTION - WALL CABINET, NO UCL

1 1/2" = 1'-0"C3

SECTION - STAINLESS STEEL TABLE @ SOILED

ROOM

A121

EXAM/TELEHEALTH/CONSULT

A123

RESTROOM

A125

ENTRY/WAITING

A127

MSA CHECK-IN

C1A3

CORRIDOR

A124A

NURSE STATION A124B

INTAKE

A128A

NURSE STATION

A124

RESTROOM

A119

CLEAN

A128

SWAMP

A126

PROCEDURE1

A122

PROCEDURE2

A120

SOILED

TRUE

NORTH

PLAN

NORTH

1/2" DCW

P-528

P-408

1/2" DCW

1/2" DHW

1 1/2" DCW

1" DCW

1" DHW (E)

2" V (E)

2" V (E)

2" V (E)

2" V (E)

2" V (E)

1 1/2" DCW (E)

1" DHW (E)

1" RHW (E)

2" V (E)

2" V (E)

1 1/2" DCW (E)

1" DHW (E)

1" RHW (E)

P-528

P-408

1/2" DHW

1 1/2" DCW

2" V

1 1/2" V

2" V

P-528

2" V

1 1/2" V

2" V (E)

(E)

(E)

P-101

P-101

A128A

TLT.

3/4" DHW

1 1/2" DCW

2" V (E)

3/4" DHW

3/4" DCW

3/4" RHW

2" V (E)

3/4" DCW3/4" DHW

1" DHW

1/2" RHW

1 1/2" V

EC

5" ST (E)

5" ST (E)

DN

UP

WHA - 1

WHA - 1

2" V (E)

2" V (E)

S

S

2" V

1 1/2" V

1/2" DCW

DS

P-529

1 1/2" V

1 1/2" V

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

06/24/2025

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M E

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C en tr al

-2 3_ dl et ch er

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PL101

FIRST FLOOR PLUMBING PLAN

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/24/2025 DOV DLL

SGA #231997

VA #589A4-24-103

BID SET

FIRST LEVEL KEY PLAN

N

KEYNOTES

1 CUT EXISTING PIPE AS CLOSE TO THE EXISTING MAIN AS POSSIBLE AND INSTALL NEW PIPE CAPS AT

CONNECTION POINT WHERE PIPING IS TO BE REMOVED.

2 CUT OUT A SECTION OF EXISTING PIPING TO INSTALL NEW TEE FITTINGS.

3 EXTEND NEW PIPE OF LIKE MATERIAL TO EXISTING PIPE AT CONNECTION POINTS.

4 PROVIDE UL LISTED ASSEMBLY FOR ALL PIPING PASSING THROUGH NEW WALL.

5 CUT EXISTING PIPE AND INSTALL NEW PIPE CAPS AT CONNECTION POINT WHERE PIPING IS TO BE

REMOVED.

7 EXTEND 1/2" DCW DOWN AND CONNECT TO NEW LAVATORY.

8 1/2" DCW AND 1/2" DHW DOWN TO NEW SINKS.

9 AUTOFLOW VALVE. SET TO 0.5 GPM. REFER TO DETAIL #1/P-701, TYPICAL.

10 WHA-1 IN CEILING WITH ACCESS PANEL. IF NOT ABLE TO LOCATE IN THE CEILING, INSTALL IN THE

WALL WITH ACCESS PANEL.

11 REFER TO DETAIL #2/P-701. TYPICAL OF ALL NEW PIPE INSTALLATION IN WORK AREA OUTLINED.

1/4" = 1'-0"

FIRST FLOOR PLUMBING PLAN

REVISION # DESCRIPTION DATE

1 Amendment 01 11/04/2025

PLUMBING FIXTURE GENERAL NOTES

A. PLUMBING FIXTURES SHALL BE OF ONE OF THE MANUFACTURER'S INDICATED AND IN

ACCORDANCE WITH THE INFORMATION AND MANUFACTURER'S CATALOG NUMBERS

INDICATED. WHERE MANUFACTURER'S CATALOG NUMBERS HAVE BEEN UPDATED OR

DELETED, FIXTURES SHALL BE OF SIMILAR CONFIGURATION AND OF SIMILAR OR BETTER

QUALITY THAN THAT INDICATED.

B. VERIFY ALL MOUNTING HEIGHTS OF PLUMBING FIXTURES PRIOR TO ORDERING EQUIPMENT.

MOUNTING HEIGHTS SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS AND COMPLY

WITH ADA REQUIREMENTS.

C. VERIFY FIXTURE COLORS WITH ARCHITECT PRIOR TO ORDERING EQUIPMENT.

D. FOR ALL COUNTERTOP SINKS, CONTRACTOR SHALL COORDINATE WITH CABINET WORK TO

INSURE THAT THE SINK WILL FIT IN CABINET PRIOR TO ORDERING FIXTURE.

E. FIXTURE DRAWINGS DEPICTED MAY NOT NECESSARILY BE AN ACCURATE DEPICTION OF

ACTUAL MODELS DUE TO RECENT PRODUCT UPDATES.

F. ALL FIXTURE STOPS SHALL BE LOOSE KEY.

1 1/2" DCW (E)

1 1/2" DCW (E)

1 1/2" DCW (E)

1" DHW (E)

1" RHW (E)

1 1/2" DCW (E)

1" DHW (E)

1" RHW (E)

1" RHW (E)

1" DHW (E)

3/4" DCW

3/4" DHW

3/4" RHW

1/2" DCW

1/2" DHW

1/2" DCW

1/2" DHW

P-528

WHA - 1

WHA - 1

1" DCW

1/2" DHW

1/2" DCW

P-101 P-408

P-528

P-101

P-528

1/2" DCW

1/2" DHW

1/2" RHW

1/2" RHW

1 1/2" DCW

1" DHW

1" DCW

1/2" DHW

1/2" DCW

1/2" RHW

1/2" DCW

1/2" DHW

P-408TO P-529

8" SAN (E)

6" SAN (E)

LOCATED IN CRAWLSPACE

4" SAN (E)

4" SAN (E)

2" SAN (E)

1 1/2" V (E)

2" V (E)

2" V (E)

4" SAN (E)

4" SAN (E)

2" V (E)

2" SAN (E)

2" V (E)

2" SAN (E)

TO EXISTING SINK

TO P-529 SINK

P-528

P-528

P-408

P-101

P-528P-408

P-101

WC(E)

2" V (E)

4" V (E)

2" V (E)

2" V (E)

2" V (E)

2" V (E)

4" SAN (E)

4" SAN (E)

2" V (E)

2" V (E)

4"VTR(E)

4"VTR(E)

2" V (E)

EC(NEW)

2" V (E)

2" V (E)

CO

SANITARY LOCATED

IN CEILING OF THE

BASEMENT

SANITARY LOCATED

IN CEILING OF THE

BASEMENT

2" V (E)

2" V (E)

2" V (E)

2" V

2" V

1 1/2" V

1 1/2" V

1 1/2" SAN

1 1/2" SAN

2" V

1 1/2" V1 1/2" V

1 1/2" SAN

4" SAN

4" SAN

2" SAN

2" V

2" V (E)

2" SAN (E)

6" SAN (E)

6" SAN (E)

2" SAN (E)

TO EXISTING SINK

TO EWC(E)

S

S

S

S

VENTS LOCATED

IN CEILING OF THE

FIRST FLOOR

VENTS LOCATED

IN CEILING OF THE

FIRST FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

O N

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IG

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1/

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O O

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1/ 4"

'-0

T H

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IN

C H

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F O

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(3 /8

1' -0

O

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H A

LF

I

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H

O N

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O O

T

1/ 2"

'-0

T H

R E

E Q

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IN

C H

O

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F O

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3/

4"

'-0

O

N E

I N

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F O

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1"

'-0

O N

E A

N D

O N

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A

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O

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F O

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1/ 2"

'-0

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'-0

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P-601

PLUMBING DIAGRAMS

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/24/2025 DOV DLL

SGA #231997

VA #589A4-24-103

BID SET

CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW ALL

DRAWINGS TO IDENTIFY WORK THAT MAY BE REQUIRED

DUE TO EQUIPMENT OR OMITTED WORK. CONTRACTOR

IS RESPONSIBLE FOR ANYTHING IN EQUIPMENT

SCHEDULE AND ON DRAWINGS THAT ARE IDENTIFIED AS

REQUIRED PLUMBING. DRAWINGS ARE BASED ON A

BASIS OF DESIGN (BOD), ANY CHANGES REQUIRED AS A

RESULT OF AN ITEM BEING INSTALLED THAT WAS NOT

BOD SHALL NOT BE AT ANY COST TO THE GOVERNMENT.

CHANGES SHALL BE DOCUMENTED AND "RED LINES"

PROVIDED TO AE/COR AS SOON AS POSSIBLE TO

ENSURE ALL OTHER WORKS ARE/CAN BE COORDINATED

ACCORDINGLY.

PLUMBING ISOMETRIC DOMESTIC WATER

PLUMBING ISOMETRIC SAN & VENT

EC(N)

REVISION # DESCRIPTION DATE

1 Amendment 01 11/04/2025

PLUMBING FIXTURE/EQUIPMENT CONNECTION SCHEDULE

MARK FIXTURE TYPE

MINIMUM CONNECTION SIZE

REMARKS

WASTE (IN) VENT (IN) HOT WATER (IN) COLD WATER (IN)

P-101 WATER CLOSET FLOOR MOUNTED 4" 2" - 1" 1

P-408 LAVATORY UNDERMOUNT 1 1/2" 1 1/2" 1/2" 1/2" 1

P-528 SINK SINGLE COMPARTMENT 1 1/2" 1 1/2" 1/2" 1/2" 1

P-529 SINK INTEGRAL 1-1/2" 1-1/2" 1/2" 1/2" 1

WHA

WATER HAMMER

ARRESTOR

SEE PLANS - - - - 1

REMARKS:

1. SIZE LISTED ON SCHEDULES APPLY TO ALL FIXTURES ON PROJECT UNLESS OTHERWISE NOTED.

PLUMBING FIXTURE GENERAL NOTES

A. PLUMBING FIXTURES SHALL BE OF ONE OF THE MANUFACTURER'S INDICATED AND IN

ACCORDANCE WITH THE INFORMATION AND MANUFACTURER'S CATALOG NUMBERS

INDICATED. WHERE MANUFACTURER'S CATALOG NUMBERS HAVE BEEN UPDATED OR

DELETED, FIXTURES SHALL BE OF SIMILAR CONFIGURATION AND OF SIMILAR OR BETTER

QUALITY THAN THAT INDICATED.

B. VERIFY ALL MOUNTING HEIGHTS OF PLUMBING FIXTURES PRIOR TO ORDERING EQUIPMENT.

MOUNTING HEIGHTS SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS AND COMPLY

WITH ADA REQUIREMENTS.

C. VERIFY FIXTURE COLORS WITH ARCHITECT PRIOR TO ORDERING EQUIPMENT.

D. FOR ALL COUNTERTOP SINKS, CONTRACTOR SHALL COORDINATE WITH CABINET WORK TO

INSURE THAT THE SINK WILL FIT IN CABINET PRIOR TO ORDERING FIXTURE.

E. FIXTURE DRAWINGS DEPICTED MAY NOT NECESSARILY BE AN ACCURATE DEPICTION OF

ACTUAL MODELS DUE TO RECENT PRODUCT UPDATES.

F. ALL FIXTURE STOPS SHALL BE LOOSE KEY.

(INSTALL PER A.D.A. REQUIREMENTS)

FIXTURE

20" x 18", VITREOUS CHINA, WALL HUNG LAVATORY (COMPLIES WITH ADA) WITH BACK, PUNCHED FOR

CONCEALED ARM CARRIER, ANTI-SPLASH RIM AND FRONT OVERFLOW.

AMERICAN STANDARD "LUCERNE" 0355.012.

TRIM

CHROME PLATED BRASS, HARDWIRED, SENSOR OPERATED, 4" CENTER-SET ELECTRONIC HAND

WASHING FAUCET, 0.5 GPM (1.9 LPM) VANDAL RESISTANT LAMINAR FLOW SPRAY, 8" TRIM PLATE, ADA

COMPLIANT, CAST BRASS, 24 VAC, TROUBLESHOOTING LED INDICATOR LIGHTS, BELOW DECK

THERMOSTATIC MIXING VALVE, METAL JACKETED WIRE PROTECTION FOR SENSOR LEAD AND 120 VAC/24

VAC TRANSFORMER (BOX MOUNT). COORDINATE ELECTRICAL CONNECTIONS WITH ELECTRICAL

CONTRACTOR.

THERMOSTATIC MIXING VALVE: SOLID BRASS CONSTRUCTION, CORROSION RESISTANT INTERNAL COMPONENTS, INTEGRAL CHECKS WITH SCREENS AND ADJUSTABLE TEMPERATURE SELECTION WITH

LOCK NUT TO PREVENT TAMPERING.

SLOAN OPTIMA ETF-600-8-BOX-BDT-CP-0.50GPM-MLM-IR-BT-FCT (ETF-1024-A), POWERS E480 MIXING

VALVE.

COMPLETE WITH SOLID BRASS STOPS WITH ALL BRASS STEMS AND CHLORAMINE-CHLORINE RESISTANT WASHERS. CHLORAMINE-CHLORINE RESISTANT BRAIDED STAINLESS STEEL OR POLYMER FLEXIBLE CONNECTORS. CAST BRASS SOLID TOP OPEN GRID OFFSET P.O. PLUG WITH 6" 17 GAUGE TAILPIECE WITH CAST BRASS LOCKNUT. HEAVY CAST BRASS ADJUSTABLE P-TRAP WITH 17 GA TUBULAR WALL

BEND AND BRASS SLIP NUTS. (ALL BRASS MATERIALS SHALL BE CHROME PLATED)

PROVIDE TRUEBRO "LAV GUARD2" MODEL #103 E-Z.

CARRIER

FOR BLOCK WALL CONSTRUCTION:

WALL-MOUNT, SINGLE LAVATORY CARRIER WITH CONCEALED ARMS, LEVELING AND SECURING SCREWS

AND ADJUSTABLE WALL PLATE.

SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS.

VERIFY WALL THICKNESS PRIOR TO ORDERING CARRIER(S).

FOR STUD WALL CONSTRUCTION:

FLOOR-MOUNT, SINGLE LAVATORY CARRIER WITH CONCEALED ARMS, LEVELING AND SECURING

SCREWS, STRUCTURAL UPRIGHTS AND BLOCK BASES.

SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS.

VERIFY WALL THICKNESS PRIOR TO ORDERING CARRIER(S).

LAVATORY: P-408

FIXTURE

SINGLE COMPARTMENT, 18 GAUGE 304 STAINLESS STEEL, DROP IN SINK, SINGLE CENTER HOLE.

OVERALL DIMENSIONS: 15" LONG X 17-1/2" WIDE

BOWL DIMENSIONS: 12" LONG X 12" WIDE X 4-7/8" DEEP

ELKAY LUSTERTONE M#LRAD151750.

TRIM

CHROME PLATED BRASS, HARDWIRED, SENSOR OPERATED, ELECTRONIC HAND WASHING 5-7/8" RIGID GOOSENECK FAUCET, 5-11/32" OUTLET HEIGHT, 1.5 GPM (6.0 LPM) VANDAL RESISTANT LAMINAR FLOW SPRAY, 4" TRIM PLATE, ADA COMPLIANT, CAST BRASS, 24 VAC, TROUBLESHOOTING LED INDICATOR LIGHTS, METAL JACKETED WIRE PROTECTION FOR SENSOR LEAD AND 120 VAC/24 VAC TRANSFORMER (BOX

MOUNT). COORDINATE ELECTRICAL CONNECTIONS WITH ELECTRICAL CONTRACTOR. PROVIDE WITH

THERMOSTATIC MIXING VALVE.

SLOAN OPTIMA EAF-700-BOX-CP-1.5GPM-LAM-IR-IQ-FCT.

COMPLETE WITH SOLID BRASS STOPS WITH ALL BRASS STEMS AND CHLORAMINE-CHLORINE RESISTANT WASHERS, CHLORAMINE-CHLORINE RESISTANT BRAIDED STAINLESS STEEL FLEXIBLE CONNECTORS (SUPPLY TUBES), STAINLESS STEEL BASKET STRAINER WITH STAINLESS STEEL BASKET, CAST BRASS LOCK AND COUPLING NUTS, BRASS 4" 17 GAUGE TAILPIECE, HEAVY CAST BRASS ADJUSTABLE P-TRAP WITH 17 GAUGE TUBULAR WALL BEND AND BRASS ESCUTCHEONS. (ALL BRASS MATERIALS SHALL BE CHROME

PLATED)

SINK: P-528

FIXTURE

SHOCK ABSORBER WITH STAINLESS STEEL SHELL, HYDRO-PNEUMATIC CUSHION OF ARGON GAS AND PURE GLYCERINE, ELASTOMER, BELLOWS, STAINLESS STEEL ADAPTER AND MALE THREADED PLUG.

J.R. SMITH SERIES 5000.

WATER HAMMER ARRESTER: WHA-1

FLOW

PIPE FROM SYSTEM

SEE PLANS FOR

CONTINUATION

AUTOMATIC FLOW BALANCING

VALVE SIZED FOR GPM SHOWN

ON PLANS (TYP.)

PIPE TO SYSTEM

SEE PLANS FOR

CONTINUATION

NIPPLE (TYP.) BALL VALVE (TYP.)

FLOW

NOTE: PROVIDE AND INSTALL B-LINE OR ACCEPTABLE INSULATED

GALVANIZED STEEL JACKET AND HANGER, STRUT MOUNTED CLAMP AND

PIPE SUPPORT LOCATIONS.

CLEVIS HANGER

PIPE

PIPE INSULATION

PIPE

PIPE INSULATION

PIPE SHIELD

PIPE CLAMP

PIPE SHIELD

STRUT HANGER

CONNECTION SIZE

WASTE: 4" | VENT: 2" | DCW: 1" | DHW: -

FIXTURE

ELONGATED FLOOR MOUNT VITREOUS CHINA SIPHON JET WATER CLOSET, LOW CONSUMPTION (6.0 LPF/1.6 GPF) FULLY GLAZED 2" BALLPASS TRAPWAY, 11" x 13" WATER SURFACE, 1-1/2" TOP SPUD, AND

BOLT CAPS.

AMERICAN-STANDARD "MADERA" 16-1/2" RIGHT HEIGHT MODEL NO. 3641.001 OR APPROVED EQUAL.

(SHALL COMPLY WITH A.D.A. REQUIREMENTS)

KOHLER "HIGHCLIFF ULTRA" MODEL NO. K-96057 16-5/8" UNIVERSAL HEIGHT OR APPROVED EQUAL.

(SHALL COMPLY WITH A.D.A. REQUIREMENTS)

TRIM

EXPOSED, 1.6 GPF, QUIET, DIAPHRAGM TYPE, CHROME PLATED CLOSET FLUSHOMETER. DUAL FILTERED

BY-PASS DIAPHRAGM, STOP SEAT, AND VACUUM BREAKER, SHALL BE CHLORAMINE RESISTANT

MATERIALS. ADA COMPLIANT METAL NON-HOLD-OPEN HANDLE, 1" I.P.S. SCREWDRIVER BAK-CHEK ANGLE STOP, FREE SPINNING VANDAL RESISTANT STOP CAP, ADJUSTABLE TAILPIECE, SPUD COUPLING AND

FLANGE, SWEAT SOLDER ADAPTER WITH COVER TUBE AND CAST SET SCREW WALL FLANGE.

SLOAN ROYAL MODEL NO. 111-1.6-DFB OR APPROVED EQUAL.

COMMERCIAL WEIGHT SOLID PLASTIC OPEN FRONT LESS COVER FOR ELONGATED BOWL. LARGE

INTEGRAL BUMPER SHALL BE COLOR-MATCHED MOLDED PLASTIC. HINGES TO FEATURE EXTERNAL CHECK

AND INTERNAL SELF-SUSTAINING MECHANISMS IN BOTH HINGES. COLOR TO BE WHITE.

CHURCH MODEL NO. 295SSCT OR APPROVED EQUAL.

COMPLETE WITH BRASS CLOSET BOLTS, AND BOWL WAX.

WATER CLOSET: P-101

CONNECTION SIZE

DCW: 1/2" | DHW: 1/2" | W: 1-1/2" | V: 1-1/2"

FAUCET TRIM

WORKBOARD SINK FAUCET FOR HOT AND COLD WATER, BACKSPLASH

MOUNTED WITH 4" FIXED CENTERS, CHROME PLATED. L-TYPE

SWING SPOUT, 9-1/2" CENTER-TO-CENTER. 1.5 GPM (5.7 L/MIN)

PRESSURER COMPENSATING SOFTFLO AERATOR. 4" METAL,

VANDAL-PROOF, WRIST BLADE HANDLES WITH SIXTEEN POINT,

TAPERED BROACH AND SECURE BLUE AND RED INDEX BUTTONS.

CERAMIC QUARTER-TURN CARTRIDGE, FEATURES SQUARE,

TAPERED STEM. 1/2" NPSM SUPPLY INLETS. ECAST CONSTRUCTION

WITH LESS THAN 0.25% LEAD CONTENT BY WEIGHTED AVERAGE.

CALGREEN COMPLIANT. THIS PRODUCT MEETS ADA ANSI1CC A117.1

REQUIREMENTS AND IS TESTED AND CERTIFIED TO INDUSTRY

STANDARDS: ASME A122.18.1/CSA B125.1. CERTIFIED TO NSF/ANSI 61,

SECTION 9, CALIFORNIA HEALTH AND SAFETY CODE 116875 (AB1953-

2006), VERMOUNT BILL S.152, NFS/ANSI 372 LOW LEAD CONTENT,

AND CALIFORNIA GREEN BUILDING STANDARD CODE (CALGREEN).

PROVIDE WITH THERMOSTATIC MIXING VALVE.

RATED OPERATING PRESSURE: 20-125 PSI

RATED OPERATING TEMPERATURE: 40-140°F

SINK

STAINLESS STEEL COUNTERTOP WITH INTEGRAL SINK. 14 GAUGE, TYPE 304 STAINLESS STEEL, BOX MARINE FRONT EDGE, 12" BACKSPLASH AND 12" SIDESPLASH, STAINLESS STEEL BULLET FEET.

OVERALL DIMENSIONS" 72"W X 25"D.

INTEGRAL SINGLE COMPARTMENT SINK

OVERAL DIMENSTIONS 28"W X 12"D X 16"H ID.

COMPLETE WITH SOLID BRASS STOPS WITH ALL BRASS STEMS AND CHLORAMINE-CHLORINE

RESISTANT WASHERS, CHLORAMINE-CHLORINE RESISTANT BRAIDED STAINLESS STEEL FLEXIBLE CONNECTORS (SUPPLY TUBES), STAINLESS STEEL BASKET STRAINER WITH STAINLESS STEEL BASKET, CAST BRASS LOCK AND COUPLING NUTS, BRASS 4" 17 GAUGE TAILPIECE, HEAVY CAST BRASS

ADJUSTABLE P-TRAP WITH 17 GAUGE TUBULAR WALL BEND AND BRASS ESCUTCHEONS. (ALL BRASS

MATERIALS SHALL BE CHROME PLATED)

SINK: P-529

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

A

B

C

D

2 4 5

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

MEP:

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NE 68154

402.330.5900

STRUCTURAL:

ERA STRUCTURAL ENGINEERING

110N. ANKENY BLVD. SUITE 200

ANKENY, IA 50023

515.384.1001

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

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H

O N

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O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

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F O

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(3 /8

1' -0

O

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H A

LF

I

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H

O N

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O O

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1/ 2"

'-0

T H

R E

E Q

U A

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S

IN

C H

O

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F O

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3/

4"

'-0

O

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I N

C H

O

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F O

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1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

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O

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F O

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1/ 2"

'-0

T H

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IN

C H

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O

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F O

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3"

'-0

32 4 5 61

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P-701

PLUMBING SCHEDULES - FIXTURES - DETAILS

STONE GROUP ARCHITECTS

117 PIERCE STREET, SUITE 110

SIOUX CITY, IA 51101

(712)252-4014

CONSTRUCT WOMEN'S CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

06/24/2025 DOV DLL

SGA #231997

VA #589A4-24-103

BID SET

NOT TO SCALE

1 BALANCE VALVE DETAIL

NOT TO SCALE

2 PIPE SUPPORT INSULATION DETAIL

CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW ALL

DRAWINGS TO IDENTIFY WORK THAT MAY BE REQUIRED

DUE TO EQUIPMENT OR OMITTED WORK. CONTRACTOR

IS RESPONSIBLE FOR ANYTHING IN EQUIPMENT

SCHEDULE AND ON DRAWINGS THAT ARE IDENTIFIED AS

REQUIRED PLUMBING. DRAWINGS ARE BASED ON A

BASIS OF DESIGN (BOD), ANY CHANGES REQUIRED AS A

RESULT OF AN ITEM BEING INSTALLED THAT WAS NOT

BOD SHALL NOT BE AT ANY COST TO THE GOVERNMENT.

CHANGES SHALL BE DOCUMENTED AND "RED LINES"

PROVIDED TO AE/COR AS SOON AS POSSIBLE TO

ENSURE ALL OTHER WORKS ARE/CAN BE COORDINATED

ACCORDINGLY.

REVISION # DESCRIPTION DATE

1 Amendment 01 11/04/2025