S02 Atch B Drawings - 31 pages.pdf

6M

7M

1W

T

H S

T R

E E

T

T H

S T

R E

E T

DOUGLAS AVE

LOWERBEAVER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NAME:

SITE ADDRESS:

VA PROJECT NUMBER:

OWNER AND CONSULTANTS:

VICINITY MAP:

DESIGNER OF RECORD

BUILDING LOCATION:

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-A

-R jt u c h te n h a g e n a e -m n .c o m

.r v t

/1

/2

:2

:4

A

M

GI000

COVER SHEET REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

4/24/2025 CM PC

REPLACE BOILER PLANT BRINE TANK

3600 30TH ST, DES MOINES, IA 50310

636A6-22-104

17987

VA COR:

CONTACT:

ADDRESS:

PHONE:

TODD HAGEN

VA CENTRAL IOWA HEALTH CARE SYSTEM

3600 30TH STREET

DES MOINES, IA 50310

515-699-5999 X25740

ARCHITECT:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

CHRISTINA MCDANIEL

PHONE: 763-412-4000

STRUCTURAL ENGINEER:

NAME:

ADDRESS:

CONTACT: ADAM ADAMS

PHONE:

FIRE ENGINEER:

NAME:

ADDRESS:

CONTACT:

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

ERIC REED

PHONE: 913-829-8650

PROJECT SITE

A/E PROJECT MANAGER, MECH/PLUMB ENGINEER:

NAME:

ADDRESS:

CONTACT:

ANDERSON ENGINEERING OF MN, LLC

KEITH HOMSTAD

PHONE:

ELEC ENGINEER:

NAME:

ADDRESS:

CONTACT: WILLIAM HAAS

PHONE:

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

763-412-4000

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

763-412-4000

ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVE NORTH, SUITE 100

PLYMOUTH, MN 55441

763-412-4000

SHEET INDEX - GENERAL

SHEET NO. SHEET TITLE

GI000 COVER SHEET

GI002 ABBREVIATIONS

GC101 BASEMENT LEVEL INFECTION CONTROL PLAN

GC111 BASEMENT AND FIRST LEVEL PHASING PLAN

SHEET INDEX - ARCHITECTURAL

SHEET NO. SHEET TITLE

AS101 ARCHITECTURAL SITE AND LOGISTICS PLAN

AE101 BASEMENT LEVEL CODE SUMMARY AND FLOOR PLAN - OVERALL

AE102 BASEMENT LEVEL - ENLARGED FLOOR AND DEMO PLAN

AE111 FIRST LEVEL - FLOOR PLAN AND PARTIAL DEMO PLAN

BUILDING 11

SHEET INDEX - SURVEY

SHEET NO. SHEET TITLE

CS101 EXISTING CONDITIONS

SHEET INDEX - STRUCTURAL

SHEET NO. SHEET TITLE

S001 NOTE SHEET

S101 FOOTING & FOUNDATION PLAN

S201 FIRST FLOOR FRAMING PLAN

S301 FOUNDATION & FRAMING DETAILS

SHEET INDEX - PLUMBING

SHEET NO. SHEET TITLE

P001 PLUMBING SYMBOLS, ABBREVIATIONS, GENERAL NOTES

PD101 PARTIAL BASEMENT LEVEL - PLUMBING DEMOLITION (PHASE 2)

PL101 TEMPORARY BRINE TANK LOCATION PLAN (PHASE 1)

PL102 PARTIAL BASEMENT LEVEL - TEMPORARY BRINE TANK PIPING (PHASE 1)

PL103 PARTIAL BASEMENT LEVEL - PLUMBING PLAN (PHASES 4 & 5)

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P701 TEMPORARY FLOW DIAGRAM

P702 TEMPORARY FLOW DIAGRAM DEMO

P703 FINAL FLOW DIAGRAM

SHEET INDEX - ELECTRICAL

SHEET NO. SHEET TITLE

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES

ED101 BASEMENT LEVEL ELECTRICAL DEMOLITION - PHASE 2

EL101 BASEMENT LEVEL LIGHTING PLAN - PHASE 4

EP101 TEMP BRINE TANK POWER PLAN - PHASE 1

EP102 POWER PLAN - PHASES 4 & 5

E601 ELECTRICAL DETAILS AND SCHEDULES

SHEET INDEX - FIRE PROTECTION

SHEET NO. SHEET TITLE

FX101 FIRE SUPPRESSION FLOOR PLAN

SHEET INDEX - HAZARDOUS MATERIALS

SHEET NO. SHEET TITLE

HA101 BASEMENT LEVEL - HAZARDOUS MATERIALS PLAN - LEAD PAINT REMOVAL

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR

UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I

AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE

STATE OF IOWA.

DATESIGNATURE

4/24/2025

PAGES OR SHEETS COVERED BY THIS SEAL:

PRINTED OR TYPED NAME:

LICENSE NUMBER:

MY LICENSE RENEWAL DATE IS:

Thomas Olesak

ARC07582

06/30/2025

SHEETS GI000, GI002, GC101, GC111, AS101, AE101, AE102, AND

AE111

Revisions: Date:

ARCHITECTURAL ABBREVIATIONS

A/C

A/C UNIT

A/E

AAMA

AAP

AB

ABC

ACC

ACI

ACT

ACS DR

ACS FLR

ACS PNL

ACST

AD

ADA

ADC

ADDL

ADDN

ADH

ADJ

ADMIN

AFF

AFG

AFS

AGC

AGGR

AHJ

AHR

AHU

AIA

AISC

ALT

ALT NO

ALUM

AMT

ANOD

ANSI

ANT

AP

APA

APC

APPD

APPROX

AR

ARCH

ASB

ASI

ASKLR

ASPH

ASSN

ASTM

ATCH

ATM

AUTO

AUX

AV

AVG

AW

AWI

AWPA

AWS

B PL

BAT

BD

BD FT

BEV

BHMA

BI FLD DR

BITUM

BKG

BLD

BLDG

BM

BOT

BRCG

BRDG

BRDG JST

BRG

BRG PL

BRKT

BRZ

BSMT

BTWN

BUR

C CONC

C TO C

CAB

CAC

CB

CBB

CCD

CCTV

CCW

CD

CEM

CEM PLAS

CER

CF

CF/CI

CF/OI

CFLG

CFMF

CG

CGSFU

CH

CHEM

CHFR

CHK

CI

CIP

CIR

CIRC

CJ

CL

CLDG

CLG

CLR

CM

CMU

AIR CONDITION

AIR CONDITIONING UNIT

ARCHITECT/ENGINEER

AMERICAN ARCHITECTURAL MANUFACTURERS ASSN

ALARM ANNUNCIATOR PANEL

ANCHOR BOLT

AGGREGATE BASE COURSE

ACCESSIBLE

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL CEILING TILE

ACCESS DOOR

ACCESS FLOOR

ACCESS PANEL

ACOUSTIC

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

AUTOMATIC DOOR CLOSER

ADDITIONAL

ADDITION

ADHESIVE

ADJACENT, ADJOINING, OR ADJUSTABLE

ADMINISTRATION

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

ASSOCIATED GENERAL CONTRACTORS

AGGREGATE

AUTHORITY HAVING JURISDICTION

ANCHOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF ARCHITECTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALTERNATE

ALTERNATE NUMBER

ALUMINUM

AMOUNT

ANODIZE

AMERICAN NATIONAL STANDARDS INSTITUTE

ANTENNA

ACCESS PANEL

AMERICAN PLYWOOD ASSOCIATION

ARCHITECTURAL PRECAST CONCRETE

APPROVED

APPROXIMATE

AS REQUIRED

ARCHITECT

ASBESTOS

ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AUTOMATIC SPRINKLER

ASPHALT

ASSOCIATION

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATTACHMENT

AUTOMATIC TELLER MACHINE

AUTOMATIC

AUXILIARY

AUDIO VISUAL

AVERAGE

ACID WASTE

ARCHITECTURAL WOODWORKING INSTITUTE

AMERICAN WOOD PRESERVERS' ASSOCIATION

AMERICAN WELDING SOCIETY

BASE PLATE

BATTEN

BOARD

BOARD FEET (FOOT)

BEVEL

BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION

BIFOLDING DOORS

BITUMINOUS

BACKING

BUILD

BUILDING

BEAM OR BENCHMARK

BOTTOM

BRACING

BRIDGING

BRIDGING JOIST

BEARING

BEARING PLATE

BRACKET

BRONZE

BASEMENT

BETWEEN

BUILT-UP ROOFING

CAST CONCRETE

CENTER TO CENTER

CABINET

CEILING ATTENUATION CLASS

CATCH BASIN OR CORNER BEAD

CEMENTITIOUS (BACKER) BOARD

CONSTRUCTION CHANGE DIRECTIVE

CLOSED CIRCUIT TELEVISION

COUNTERCLOCKWISE

CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CEMENT

CEMENT PLASTER

CERAMIC

CONTRACTOR FURNISHED

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTRACTOR FURNISHED/OWNER INSTALLED

COUNTERFLASHING

COLD-FORMED METAL FRAMING

CORNER GUARD

CERAMIC GLAZED STRUCTURAL FACING UNITS

COAT HOOK

CHEMICAL

CHAMFER

CHECK

CAST IRON

CAST-IN-PLACE

CIRCLE

CIRCULAR

CONSTRUCTION JOINT OR CONTROL JOINT

CENTER LINE

CLADDING

CEILING

CLEAR

CONSTRUCTION MANAGEMENT

CONCRETE MASONRY UNIT

CNR

CNTR

CRTP

CO

CO2

COL

COM

COMB

COMM

COMP

CONC

CONC FLR

COND

CONF

CONN

CONSTR

CONT

CONTR

COORD

CORR

CPM

CPRS

CR

CRS

CRSI

CSB

CSG

CSI

CSK

CSMT

CSWK

CTG

CTR

CTRL

CTV

CU FT

CU IN

CU YD

CURT

CYL

CYL L

D

DAT

DBL

DBL GLZ

DCS

DP

DEG

DEL

DEMO

DEPT

DET

DF

DIA

DIAG

DIFF

DIM

DIR

DISP

DIST

DIV

DL

DOC

DR

DR CL

DR FR

DR OPNG

DS

DSGN

DW

DWG

E

EA

EFF

EFS

EIFS

EJ

EL

ELAST

ELEC

ELEC DR OP

ELEV

EMER

EMER SHR

ENCL

ENGR

ENVIR

EO

EPA

EPDM

EPO

EPS

EQ

EQL SP

EQUIP

EQUIV

ERD

ESC

ESMT

ESP

EST

ETC

EW

EWC

EWS

EXH

EXIST

EXP

EXP BT

EXST GR

EXT

EXT GR

CORNER

COUNTER

COUNTERTOP

CARBON MONOXIDE

CARBON DIOXIDE

COLUMN

COMMON

COMBINATION, COMBINED

COMMUNICATION

COMPONENT

CONCRETE

CONCRETE FLOOR

CONDENSER OR CONDITION

CONFERENCE

CONNECT

CONSTRUCTION

CONTINUE

CONTRACTOR

COORDINATE

CORRIDOR

CRITICAL PATH METHOD

COMPRESSIBLE

CARD READER

COLD ROLLED STEEL

CONCRETE REINFORCING STEEL INSTITUTE

CONCRETE SPLASH BLOCK

CASING

CONSTRUCTION SPECIFICATIONS INSTITUTE

COUNTER SUNK

CASEMENT

CASEWORK

COATING

CENTER

CONTROL

CABLE TELEVISION

CUBIC FEET

CUBIC INCH

CUBIC YARD

CURTAIN

CYLINDER

CYLINDER LOCK

DEPTH OR PENNY (NAIL)

DATUM

DOUBLE

DOUBLE GLAZE

DIAPER CHANGING STATION

DECORATIVE PANEL

DEGREE

DELETE

DEMOLITION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIFFERENCE OR DIFFUSER

DIMENSION

DIRECTION

DISPENSER

DISTANCE

DIVIDE OR DIVISION

DEAD LOAD

DOCUMENT

DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DOOR CLOSER

DOOR FRAME

DOOR OPENING

DOWNSPOUT

DESIGN

DISHWASHER

DRAWING

EAST

EACH

EFFICIENCY

EXTERIOR FINISH SYSTEM

EXTERIOR INSULATION AND FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRIC

ELECTRIC DOOR OPENER

ELEVATOR

EMERGENCY

EMERGENCY SHOWER

ENCLOSURE

ENGINEER

ENVIRONMENT

ELECTRICAL OUTLET

ENVIRONMENTAL PROTECTION AGENCY

ETHYLENE PROPYLENE DIENE MONOMER

EMERGENCY POWER OFF

EXPANDED POLYSTYRENE BOARD (INSULATION)

EQUAL

EQUALLY SPACED

EQUIPMENT

EQUIVALENT

EXISTING ROOF DRAIN

ESCAPE OR ESCUTCHEON

EASEMENT

ESPECIALLY

ESTIMATE

AND SO FORTH OR ET CETERA

EACH WAY

ELECTRIC WATER COOLER

EYE WASH STATION

EXHAUST

EXISTING

EXPANSION OR EXPOSED

EXPANSION BOLT

EXISTING GRADE

EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXTERIOR GRADE

F

FA

FAB

FAC

FACIL

FAS

FAS BD

FCU

FCO

FCTY

FD

FDC

FDTN

FE

FEC

FF

FF EL

FF&E

FHC

FHP

FIG

FIL

FIN

FIN FLR

FIN GR

FIN WD

FIXT

FL

FLASH

FLDG

FLEX

FLG

FLR

FLR FIN

FLR SK

FLUOR

FLUOR FIX

FM

FM-G

FO

FOC

FOF

FOM

FOS

FOUNT

FOW

FP

FR

FR SNK

FREQ

FRMG

FRP

FRZ

FS

FSB

FSTNR

FT

FTG

FURG

FURN

FUT

FVC

GA

GAL

GALV

GALV STL

GB

GC

GD

GDR

GEN

GFRC

GFRG

GFRP

GI

GL

GL BLK

GLU LAM

GP

GR FL

GRAN

GRTG

GSB

GSM

GSU

GT

GUAR

GUT

GYP

GYP BD

GYP PLAS

H

HAZ MAT

HB

HC

HCWD

HDBD

HDO

HDR

HDW

HDWD

HEPA

HEX

HGR

HM

HMD

HMDF

HMF

HNDRL

HO

HORIZ

HOSP

HP

HPD

HPDL

HQ

HS

HSE

HSKPG

FAHRENHEIT OR FEMALE

FIRE ALARM

FABRIC

FACTOR

FACILITY

FASCIA

FASCIA BOARD

FAN COIL UNIT

FLOOR CLEANOUT

FACTORY

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FACE

FINISH FLOOR ELEVATION

FURNITURE, FIXTURE, AND EQUIPMENT

FIRE HOSE CABINET

FULL HEIGHT PARTITION

FIGURE

FILLET

FINISH

FINISH FLOOR

FINISH GRADE

FINISH WOOD

FIXTURE

FLOORLINE

FLASHING

FOLDING

FLEXIBLE

FLOORING

FLOOR

FLOOR FINISH

FLOOR SINK

FLUORESCENT

FLUORESCENT FIXTURE

FACTORY MUTUAL

FACTORY MUTUAL GLOBAL

FINISHED OPENING

FACE OF CONCRETE OR FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF SLAB OR FACE OF STUD

FOUNTAIN

FACE OF WALL

FIRE PROTECTION OR FIREPROOF

FIRE RATING, FIRE RESISTANT, OR FRAME

FLUSHING RIM SINK

FREQUENCY

FRAMING

FIBERGLASS REINFORCED PLASTIC

FREEZER

FEDERAL SPECIFICATION

FOLDING SHOWER BENCH

FASTENER

FEET OR FOOT

FOOTING

FURRING

FURNISH OR FURNITURE

FUTURE

FIRE VALVE CABINET

GAGE OR GYPSUM ASSOCIATION

GALLON

GALVANIC OR GALVANIZED

GALVANIZED STEEL

GRAB BAR

GENERAL CONTRACTOR

GUARD

GUARD RAIL

GENERAL OR GENERATOR

GLASS-FIBER-REINFORCED CONCRETE

GLASS-FIBER-REINFORCED GYPSUM

GLASS-FIBER-REINFORCED PLASTIC

GALVANIZED IRON

GLASS

GLASS BLOCK

GLUED LAMINATED WOOD

GRAB BAR

GROUND FLOOR

GRANITE

GRATING

GYPSUM SHEATHING BOARD

GALVANIZED SHEET METAL

GLAZED STRUCTURAL UNIT

GROUT

GUARANTEE

GUTTER

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

HIGH OR HUMIDISTAT

HAZARDOUS MATERIALS

HOSE BIBB

HOLLOW CORE

HOLLOW CORE WOOD DOOR

HARDBOARD

HIGH DENSITY OVERLAY

HEADER

HARDWARE

HARDWOOD

HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEXAGON

HANGER

HOLLOW METAL

HOLLOW METAL DOOR

HOLLOW METAL DOOR AND FRAME

HOLLOW METAL FRAME

HANDRAIL

HOLD OPEN

HORIZONTAL

HOSPITAL

HIGH PRESSURE

HYGIENE PRODUCT DISPOSAL

HIGH PRESSURE DECORATIVE LAMINATE

HEADQUARTERS

HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HOUSE

HOUSEKEEPING

HST

HSS

HT

HVAC

HVY

HW

HYD

HYDR

IAQ

IBC

IC

ICW

ID

ID NO

ILLUM

INCL

IND

INFO

INSUL

INT

INTL

IWH

JAN

KD

KIT

KO

KPL

LAB

LAD

LAM

LAM GL

LAU

LAV

LBR

LBS

LCS

LD BRG

LDR

LED

LF

LIB

LIN

LIQ

LKR

LKR RM

LL

LMST

LRG

LRV

LS

LT

LT GA

LT WT

LTG

LTNG

LVD

LVR

LWC

LWIC

LYR

MACH

MACH RM

MAINT

MAN

MATL

MATV

MAX

MBD

MCB

MD

ME

MEAS

MECH

MECH RM

MED

MEK

MEMB

MEMO

MEZZ

MF

MFD

MFG

MFR

MFR REC

MGT

MIC

MID

MIL STD

MIN

MIR

MISC

MIT

MKR

ML

MLDG

MLWK

mm

MO

MOD

MOD BIT

MON

MOPR

MR

MS

MTD

MTG

MTL

MULL

MW

MWP

HOIST

HOLLOW STRUCTURAL STEEL

HEIGHT

HEATING, VENTILATING, AND AIR CONDITIONING

HEAVY

HOT WATER

HYDRANT

HYDRAULIC

INDOOR AIR QUALITY

INTERNATIONAL BUILDING CODE

INFECTION CONTROL

INFECTION CONTROL WALL

INSIDE DIAMETER

IDENTIFICATION NUMBER

ILLUMINATION

INCLUDED

INDEPENDENT OR INDUSTRIAL

INFORMATION

INSULATION

INTERIOR

INTERNATIONAL

INSTANTANEOUS WATER HEATER

JANITOR

KILN DRIED OR KNOCKED DOWN

KITCHEN

KNOCKOUT

KICKPLATE

ANGLE

LABORATORY

LADDER

LAMINATE

LAMINATED GLASS

LAUNDRY

LAVATORY

LUMBER

POUND

LOCKABLE CHARTING STATION/MED CABINET

LOAD-BEARING

LEADER

LIGHT EMITTING DIODE

LINEAR FEET (FOOT)

LIBRARY

LINEAR

LIQUID

LOCKER

LOCKER ROOM

LEAD LINED

LIMESTONE

LARGE

LOUVERED ROOF VENT

LIGHT SWITCH

LIGHT

LIGHT GAGE

LIGHTWEIGHT

LIGHTING

LIGHTNING

LOUVERED

LOUVER

LIGHTWEIGHT CONCRETE

LIGHTWEIGHT INSULATING CONCRETE

LAYER

MACHINE

MACHINE ROOM

MAINTENANCE

MANUAL

MATERIAL

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MARKER BOARD

METAL CORNER BEAD

DECK

MECHANICAL ENGINEER

MEASURE

MECHANICAL

MECHANICAL ROOM

MEDICAL, MEDIUM

METHYL ETHYL KETONE

MEMBRANE

MEMORANDUM

MEZZANINE

MILL FINISH

MANUFACTURED

MANUFACTURING

MANUFACTURER

MANUFACTURER'S RECOMMENDATION

MANAGEMENT

MICROPHONE

MIDDLE

MILITARY STANDARD

MINIMUM

MIRROR

MISCELLANEOUS

MITER

MARKER

METAL LATH

MOLDING (MOULDING)

MILLWORK

MILLIMETER

MASONRY OPENING

MODEL, MODIFY OR MODULE

MODIFIED BITUMEN

MONITOR

MOP RACK

MOISTURE RESISTANT

MOP SINK

MOUNTED

MOUNTING

METAL

MULLION

MICROWAVE

MEMBRANE WATERPROOFING

N

NA

NAT

NATL

NC

NCOMBL

NEC

NEG

NEMA

NEUT

NFC

NFPA

NIC

NO

NOM

NR

NRC

NRCA

NRP

NS

NUM

O/O O

OA

OC

OCC

OCT

OD

OD

OF/CI

OFD

OFF

OF/OI

OH

OH DR

OPH

OPNG

OPP

OPR

OPT

OR

ORD

ORG

ORIG

ORN

OSHA

OUT

OZ

P

PAR

PARA

PART

PAT

PB

PBD

PC

PCA

PCC

PCCP

PCD

PCF

PCP

PCT

PED

PEN

PEND

PERF

PERIM

PERP

PHAR

PHOTO

PKG

PL

PL GL

PLAM

PLAS

PLBG

PLYWD

PMTL

PNEU

PNL

PO

POLY

PP

PR

PRCST

PREFAB

PREFIN

PRELIM

PREP

PRESS

PREV

PRKG

PRMLD

PROJ

PROP

PSF

PSI

PT

PTD

PTN

PTS

PVC

PVG

PWR

QA

QC

QRY

QTR

QTY

QUAD

QUAL

R

RA

RAD

RBM

RBR

NORTH

NOT APPLICABLE

NATURAL

NATIONAL

NOISE CRITERIA OR NURSE CALL

NONCOMBUSTIBLE

NATIONAL ELECTRICAL CODE

NEGATIVE

NATIONAL ELECTRICAL MANUFACTURERS ASSN

NEUTRAL

NATIONAL FIRE CODE

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION

NOISE REDUCTION COEFFICIENT

NATIONAL ROOFING CONTRACTORS ASSOCIATION

NONREMOVABLE

NARROW STILE

NUMERAL

OUT TO OUT

OXYGEN

OUTSIDE AIR OR OVERALL

ON CENTER

OCCUPY

OCTAGON

OUTSIDE DIAMETER, OUTSIDE DIMENSION

OUTSIDE DIAMETER/OUTSIDE DIMENSION

OWNER FURNISHED/CONTRACTOR INSTALLED

OVERFLOW DRAIN

OFFICE

OWNER FURNISHED/OWNER INSTALLED

OVERHANG

OVERHEAD (COILING) DOOR

OPPOSITE HAND

OPENING

OPPOSITE

OPERABLE

OPTIONAL

OPERATING ROOM OR OUTSIDE RADIUS

ORDNANCE OR OVERFLOW ROOF DRAIN

ORGANIC

ORIGINAL

ORNAMENTAL

OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUTLET

OUNCE

PAINT

PARALLEL OR PARAPET

PARAGRAPH

PARTIAL

PATTERN

PUSHBUTTON

PARTICLEBOARD

PIECE, POLYCARBONATE OR PORTLAND CEMENT

PORTLAND CEMENT ASSOCIATION

PRECAST CONCRETE

CONCRETE PAVEMENT

PAPER CUP DISPENSER

POUNDS PER CUBIC FOOT

PORTLAND CEMENT PLASTER

PRIVACY CURTAIN TRACK

PEDESTAL

PENETRATE

PENDANT

PERFORATED

PERIMETER

PERPENDICULAR

PHARMACY

PHOTOGRAPH

PACKAGE

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER OR PLASTIC

PLUMBING

PLYWOOD

PAINTED METAL

PNEUMATIC

PANEL

POST OFFICE, PURCHASE ORDER

POLYETHYLENE (PLASTIC)

PUSH PLATE

PAIR

PRECAST

PREFABRICATE

PREFINISH

PRELIMINARY

PREPARATION

PRESSURE

PREVIOUS

PARKING

PREMOLDED

PROJECT

PROPERTY

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PORCELAIN TILE OR PRESSURE TREATED

PAPER TOWEL DISPENSER

PARTITION

PNEUMATIC TUBE STATION

POLYVINYL CHLORIDE (PLASTIC)

PAVING

POWER

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY

QUARTER

QUANTITY

QUADRANT

QUALITY

RADIUS OR RISER

RETURN AIR

RADIATOR

REINFORCED BRICK MASONRY

RUBBER

RC

RCP

RCVR

RD

REC

RECD

RECPT

RECT

REF

REFR

REG

REINF

REP

REPL

REQ

REQD

RET

REV

RFG

RFI

RFP

RFS

RL

RLG

RM

RM LT

RND

RO

ROW

RS

RSV

RT

RV

RVS

RWL

S

SA

SALV

SAMP

SAN

SB

SBS

SBSTR

SC

SCH

SCHED

SCHEM

SCP

SCRN

SCT

SCWD

SD

SDG

SECT

SEG

SEL

SEP

SF

SFTWD

SGD

SGL

SHR

SHR HD

SHRD

SHT

SHTHG

SHV

SIM

SJ

SJI

SK

SKLT

SLDG

SLNT

SM

SMK

SND INS

SPEC

SPKLR

SPKR

SPLY

SPR

SQ

SQ IN

SQ YD

SST

ST

STC

STD

STIF

STL JST

STL LNTL

STL PL

STL RF DK

STL TB

STL TR

STNLS

STOR

STR

STRUCT

STRUCT STL

SUB

SURF

SUSP

SUSP CLG

SW

SWDR

SYM

SYNTH

SYS

REMOTE CONTROL

REFLECTED CEILING PLAN

RECEIVER

ROAD OR ROOF DRAIN

RECESSED

RECEIVED

RECEPTACLE

RECTANGLE

REFERENCE OR REFRIGERATOR

REFRACTORY, REFRIGERATION

REGISTER

REINFORCE

REPAIR

REPLACE

REQUIRE

REQUIRED

RETURN

REVISION

ROOFING

REQUEST FOR INFORMATION

REQUEST FOR PROPOSAL

ROOM FINISH SCHEDULE

ROOF LEADER

RAILING

ROOM

NURSE CALL LIGHT/ROOM LIGHT

ROUND

ROUGH OPENING

RIGHT OF WAY

ROUGH SAWN

RESILIENT SHEET VINYL

RIGHT

ROOF VENT

REVERSE

RAIN WATER LEADER

SOLID SURFACE

SUPPLY AIR

SALVAGE

SAMPLE

SANITARY

SPLASH BLOCK

STYRENE BUTADIEN STYRENE

SUBSTRATE

SHARPS CONTAINER

SCHOOL

SCHEDULE

SCHEMATIC

SCUPPER

SCREEN

SHOWER CURTAIN TRACK

SOLID CORE WOOD DOOR

SMOKE DETECTOR/SOAP DISPENSER

SIDING

SECTION

SEGMENT

SELECT

SEPARATE

SQUARE FOOT (FEET)

SOFTWOOD

SLIDING GLASS DOOR

SINGLE

SHOWER

SHOWER HEAD

SHOWER DRAIN

SHEET

SHEATHING

SHELVING

SIMILAR

SCORED JOINT

STEEL JOIST INSTITUTE

SKETCH

SKYLIGHT

SLIDING

SEALANT

SHEET METAL

SMOKE

SOUND INSULATION

SPECIFICATION

SPRINKLER

SPEAKER

SUPPLY

SINGLE PLY ROOF SYSTEM

SQUARE

SQUARE INCH

SQUARE YARD

STAINLESS STEEL

STAIRS OR STREET

SOUND TRANSMISSION CLASS

STANDARD

STIFFENER

STEEL JOIST

STEEL LINTEL

STEEL PLATE

STEEL ROOF DECK

STEEL TUBE

STEEL TRUSS

STAINLESS

STORAGE

STRINGERS

STRUCTURAL

STRUCTURAL STEEL

SUBSTITUTE

SURFACE

SUSPEND

SUSPENDED CEILING

SWITCH

SWING DOOR

SYMBOL

SYNTHETIC

SYSTEM

T T&M

TB

TBD

TECH

TEL

TEMP

THERM

THK

THRES

THRU

THRUOUT

TMPD

TMPD GL

TN

TO

TO FDN

TOB

TOM

TOP

TOS

TOW

TPD

TRANS

TRTD

TS

TSTAT

TV

TYP

U

UC

UGND

UL

ULT

UNFIN

UNO

UPS

UR

UTIL

UV

VAC

VAR

VEH

VENT

VERT

VEST

VFD

VIC

VID

VIF

VNR

VOC

VOL

VR

VTR

W/ W/O

WBL

WC

WD

WDW

WF

WFR

WFS

WH

WHSE

WP

WPM

WR

WS

WSCT

WT

X BRACE

XPS

YD

TREAD OR THERMOSTAT

TIME AND MATERIALS

TOWEL BAR

TACK BOARD

TECHNICAL

TELEPHONE

TEMPERATURE OR TEMPORARY

THERMAL

THICKNESS

THRESHOLD

THROUGH

THROUGHOUT

TEMPERED

TEMPERED GLASS

TRUE NORTH

TOP OF ___

TOP OF FOUNDATION

TOP OF BEAM

TOP OF MASONRY

TOP OF PARAPET

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TRANSOM

TREATED

TUBE STEEL

THERMOSTAT

TELEVISION

TYPICAL

HEAT TRANSFER COEFFICIENT

UNDERCUT

UNDERGROUND

UNDERWRITERS LABORATORIES

ULTIMATE

UNFINISH

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

URINAL

UTILITY

ULTRAVIOLET

VACUUM

VARIES

VEHICLE

VENTILATION

VERTICAL

VESTIBULE

VARIABLE FREQUENCY DRIVE

VICINITY

VIDEO

VERIFY IN FIELD

VENEER

VOLATILE ORGANIC COMPOUND

VOLUME

VAPOR RETARDER

VENT THROUGH ROOF

WITH

WITHOUT

WOOD BLOCKING

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WOOD FRAME

WOOD FURRING STRIPS

WATER HEATER

WAREHOUSE

WATERPROOFING

WATERPROOF MEMBRANE

WEATHER RESISTANT

WEATHERSTRIP OR WALL SCONCE

WAINSCOT

WEIGHT OR WINDOW TREATMENT

CROSS BRACE

EXTRUDED POLYSTYRENE BOARD

YARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-A

-R jt u c h te n h a g e n a e -m n .c o m

.r v t

/1

/2

:4

:5

P

M

GI002

ABBREVIATIONS REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

4/24/2025 CM PC

17987

UP

EXISTING

BOILER

PLANT

SHOP

003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

EXISTING

CHILLER

ROOM

006A

EXISTING

EMERGENCY

GENERATOR

EXISTING

CONDENSATE

COLLECTION

EXISTING

TANK ROOM

EXISTING

LOCKER

ROOM

021A

EXISTING

TOILET

020A

EXISTING

CONTROL

ROOM

EXISTING

BOILER

ROOM

LIMITS OF CONSTRUCTION

BRINE TANK BRINE TANK

TB3b

TB3b

TB3b

TB3b

PHASE 1:

CONSTRUCTION PROJECT ACTIVITY TYPE - D

INFECTION CONTROL RISK GROUP - GROUP 1: LOW RISK

CONTROL PROCEDURE CLASS - III

INFECTION CONTROL RISK ASSESSMENT (ICRA)

BY PROJECT AREA USE AND PHASE

CONSTRUCTION INFECTION CONTROL RISK ASSESSMENT (ICRA)

TYPE A

TYPE B

TYPE C

TYPE D

INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT

NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL

INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET,

PAINTING BUT NOT SANDING WALL COVERING, ELECTRICAL

TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO

NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR

ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE

MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION

OF TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE

SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION

CAN BE CONTROLLED. FLOOR COVERING REMOVAL (WITHOUT

SANDING OR GRINDING).

ANY WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST

OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO,

SANDING OF WALL FOR PAINTING OR WALLCOVERING, REMOVAL OF

FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL

CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE

CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH

CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT. FLOOR

COVERING REMOVAL (WITH SANDING OR GRINDING).

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT

IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK

SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CEILING SYSTEM, FLOORING AND NEW CONSTRUCTION.

GROUP 1

LOW RISK

• MECHANICAL SPACES: AREAS NOT DIRECTLY ADJACENT TO PATIENT

CARE, INCLUDING INTERSTITIAL SPACES.

• ENGINEERING OR EMS OFFICE/WORK AREAS

• OFFICE AREAS: AREAS NOT ATTACHED TO/ADJOINING PATIENT CARE

AREAS, NOT USED FOR PATIENT INTERVIEWS, EVALUATIONS OR

EXAMINATIONS.

• PUBLIC CORRIDORS: SPACES NOT ON OR DIRECTLY ATTACHED TO

PATIENT UNITS OR TREATMENT LOCATIONS.

GROUP 2

MEDIUM

RISK

• OUTPATIENT AREAS:

1. PRIMARY CARE OR SPECIALTY CARE CLINIC AREAS

2. BEHAVIORAL/MENTAL HEALTH AREAS

3. EXTENDED CARE / REHAB CLINIC AREAS

4. COMMUNITY BASED OUT PATIENT CLINICS (CBOC’S)

GROUP 3

HIGH RISK

• IN-PATIENT UNITS:

1. INCLUDING, BUT NOT LIMITED TO: EMERGENCY DEPT.; NURSING

UNITS; RADIOLOGY/MRI/CT/ULTRASOUND; NUCLEAR MEDICINE;

CAFETERIA/KITCHEN/CANTEEN; LABORATORIES; RADIATION /

ONCOLOGY; DIALYSIS

GROUP 4

HIGHEST

RISK

• ICU/SICU

• OR/PACU/ENDOSCOPY

• GI

• STERILE PROCESSING SERVICES (SPS)

• PHARMACY

• CATH LAB

CLASS

I

KEEP AREAS FREE OF DEBRIS, TRASH

EXECUTE WORK TO MINIMIZE OF DUST MIGRATION (E.G. WET MOPPING, HEPA VACUUM)

IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION

(INVOLVING MINOR DEMOLITION IN MAINTENANCE OR REMODELING.)

CLASS

II

SAME AS CLASS I PLUS:

1. ESTABLISH MATERIAL AND DEBRIS ROUTE USING NON-PATIENT/VISITOR PATHWAY

2. WATER MIST WORK SURFACE TO CONTROL DUST WHILE CUTTING OR DRILLING.

3. BLOCK OFF AND SEAL AIR VENTS

4. SEAL UNUSED DOORS WITH PLASTIC SHEATHING AND DUCT TAPE.

5. CREATE BARRIERS AS DEFINED BY INFECTION PREVENTION

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINER; TAPE

COVERING UNLESS SOLID LID.

7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

8. PLACE STICKY MAT AT ALL WORK AREA ENTRANCES AND EXITS.

9. REMOVE OR ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA

CLASS

III

SAME AS CLASS I AND II PLUS:

1. ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA TO PREVENT DUCT SYSTEM CONTAMINATION

2. COMPLETE CRITICAL BARRIERS (I.E. SHEETROCK, PLYWOOD, PLASTIC) AT ALL CONSTRUCTION

ENTRIES AND EXITS; MONITOR FOR SEAL AND TAKE IMMEDIATE CORRECTIVE ACTION AS NEEDED

3. MAINTAIN AND MONITOR NEGATIVE AIR PRESSURE WITHIN CONSTRUCTION SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS.

4. REMOVE OR ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING PERFORMED.

5. CHECK AND REPLACE AIR FILTERS AS NEEDED REGULARLY

6. DO NOT REMOVE BARRIERS FROM WORK SITE UNTIL PROJECT IS COMPLETE & HAS BEEN

THOROUGHLY CLEANED; REMOVE BARRIERS CAREFULLY TO MINIMIZE SPREADING DUST. DEBRIS.

7. VACUUM WORK WITH HEPA FILTERED VACUUM.

8. WET MOP AREA WITH CLEANER/DISINFECTANT.

9. MITIGATE VIBRATION AND NOISE TO LOWEST IMPACT WHERE POSSIBLE.

10. DISPLAY ICRA AT SITE

11. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES.

CLASS

IV

SAME AS CLASS I, II AND III PLUS:

1. INSPECT ADJACENT AREAS FOR DUST MIGRATION; TAKE IMMEDIATE CORRECTIVE AS NEEDED

2. USE HEPA VACUUM IN AREA PRIOR TO START OF CONSTRUCTION

3. CONSTRUCT ANTE ROOM; ALL PERSONNEL MUST ENTER THROUGH IT TO BE VACUUMED USING

HEPA VACUUM BEFORE LEAVING OR TO DON/DOFF PPE

INFECTION CONTROL & CONSTRUCTION

BARRIER GENERAL NOTES

1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL

INFORMATION

2. THE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND

PARTICULATE MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA

PERIMETER NEEDS TO BE SEALED COMPLETELY WITH SHEET PLASTIC AS

SPECIFIED AND DUCT TAPE DURING OPERATIONS, WHERE PERMITTED BY CLASS.

ICRA - CONSTRUCTION BARRIER TO BE PROVIDED AS SPECIFIED AND LISTED IN

ICRA CLASS.

3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CONSTRUCTION OPERATIONS

AS SPECIFIED. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN

CONSTRUCTION AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON,

PROVIDE A REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE

VA INFECTION CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE

OF CONSTRUCTION. PROVIDE AT LEAST TEN (10) WORKING DAYS NOTICE FOR

EACH PERMIT.

5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER(S) FROM FLOOR

TO DECK/FLOOR ABOVE. EXCEPTION. IF BARRIER IS ADJACENT TO SMOKE, FIRE,

OR EXISTING WALL CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND

TERMINATES TO FLOOR/DECK ABOVE, THEN CONSTRUCT DUST PROOF IC

BARRIER, SEE DETAIL(S). TAPE, MUD, SAND JOINTS AND PAINT ON NON-

CONSTRUCTION SIDE OF BARRIER.

6. INFECTION CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY

BEFORE 7:00 AM AND AFTER 8:00 PM OR DIRECTED BY COR

7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE

NEGATIVE PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF,

(2) TWO MINIMUM IN AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR

AREAS BETWEEN 5000 SF AND 10000 SF.

8. LIFE SAFETY EGRESS IS TO BE MAINTAINED AT ALL TIMES.

9. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO

COMPLETELY EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL

TIMES PER HOUR. THE COMPETENT PERSON SHALL DETERMINE THE NUMBER OF

UNITS NEEDED FOR EACH REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE

REGULATED AREA BY (15) FIFTEEN AND THEN DIVIDING THAT RESULT BY THE

ACTUAL CUBIC FEET PER MINUTE (CFM) FOR EACH UNIT TO DETERMINE THE

NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR.

PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR

EMERGENCY IN AN ADJACENT AREA.

10. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED PARTITIONS,

CONSTRUCT NEW SMOKE BARRIER/APPROPRIATE FIRE RATED PARTITIONS PER

PLANS OR CONSTRUCT INFECTION CONTROL BARRIER TO ACT AS SMOKE

BARRIER.

EXISTING STRUCTURE ABOVE

CONTINUOUS DUCT

TAPE SEAL EACH SIDE

AT CEILING

COMPRESSIBLE

INSULATION

CONTINUOUS DUCT

TAPE SEAL EACH SIDE

EXISTING FINISHED

FLOOR

(1) LAYER 5/8" GYP BD EACH SIDE.

FINISH OCCUPIED SIDE WITH GLOSS

PAINT. SEE SPECIFICATIONS.

3 5/8" STEEL STUDS @ 16" OC WITH SOUND

ATTENUATING INSULATION FULL HEIGHT

CLOSE OPEN DUCTS WITH 6 MIL

POLYETHYLENE BARRIER. SEAL EDGES WITH

CONTINUOUS DUCT TAPE

CONSTRUCTION SIDE OF BARRIER OCCUPIED SIDE

OF BARRIER

COMPRESSIBLE INSULATION

REMOVE PORTION OF CEILING OR

ENTIRE CEILING AS REQUIRED ON

CONSTRUCTION SIDE OF BARRIER

TO INSTALL CONSTRUCTION /ICRA

BARRIER.

REMOVE PORTION OF CEILING AS

REQUIRED TO INSTALL

CONSTRUCTION/ICRA BARRIER.

MODIFY CEILING AT BARRIER ON

OCCUPIED SIDE

6 MIL POLY OVER

CEILING PENETRATION

NOTES:

1. ALL CORNERS TO FORM 90 ANGLE WITH NO RADIUS

2. SEAL ALL SIDES OF POLY WITH DUCT TAPE

3. SEAL ALL CRACKS WITH DUCT TAPE.

6 MIL POLY OVER

EQUIPMENT OR

FURNISHING

6 MIL POLY OVER

WALL PROTRUSION

FLOOR

DOOR

BEYOND

WINDOW

BEYOND

CEILING

6 MIL POLY OVER

WALL OPENINGS

6 MIL POLY OVER

DOORS & WINDOWS

CEILING

1 HOUR FIRE RATED ICRA / CONSTRUCTION BARRIER LOCATION, AND

DOOR, WHERE SHOWN

INFECTION CONTROL RISK ASSESSMENT (ICRA) LEGEND

LIMITS OF CONSTRUCTION

TEMPORARY NON-RATED (PLASTIC SHEETING) CONSTRUCTION BARRIER

LOCATION, WHERE APPROVED BY THE VA FOR USE IN RISK TYPE B.

UPGRADE TO 1 HOUR RATED PARTITION WHEN DIRECTED BY THE VA

DOOR

TB3b

(1 ) LAYER 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING, SPACED MAX

16" OC

3" SOUND ATTENUATING

INSULATION

UP TO 1 HR FIRE RATING

UL DESIGN U419

STC 49

4 7/8"

NOTE: AT THE VA'S DISCRETION, PREFABRICATED ONE-HOUR FIRE

RATED NEGATIVE AIR MONITORING PANELS MAY BE PERMITTED IN

LIEU OF PARTITION TYPE 'TB3b'. REFER TO SPECIFICATION 01 35 26

SAFETY REQUIREMENTS FOR MORE INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEY MAP

1W

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-A

-R jt u c h te n h a g e n a e -m n .c o m

.r v t

/1

/2

:4

:5

P

M

GC101

BASEMENT LEVEL INFECTION

CONTROL PLAN

REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

4/24/2025 CM PC

17987

1/8" = 1'-0"

BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER & PHASING PLAN

0 8' 16'4'

1/2" = 1'-0"

CONSTRUCTION /ICRA BARRIER (TYP)

12" = 1'-0"

CRITICAL BARRIER PREP

NOT TO SCALE

LEGEND - TEMORARY PARTITION - ICRA

PIT

PIT

PIT

CONSTRUCTION PHASING GENERAL NOTES

1. THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE CAN

INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01 00 00 1.6.G

PHASING.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND SEQUENCING WITH

ALL TRADES AND THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE A WRITTEN

NARRATIVE TO OUTLINE CONSTRUCTION PHASING AND SEQUENCE PLANS, VALIDATING AND

ELABORATING ON THIS PHASING DESCRIPTION.

3. THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO WORK MAY

BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER

THIS CONTRACT, OR OTHER CONTRACTS ON THE PROJECT SITE OR WORK BY OWNER.

4. THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE THE

SEQUENCE, COMMENCEMENT AND COMPLETION DATES, OWNER INSPECTION AND

APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S PERSONNEL FOR ALL

PHASES OF THE WORK.

5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN THE

SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND CONSTRUCTION PHASING

DESCRIPTION.

6. THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE WITH THE VA

INSPECTING AND ACCEPTING THE WORK PRIOR TO VA OCCUPANCY AND THE CONTRACTOR

PROCEEDING TO THE NEXT SCHEDULED PHASE. UPON COMPLETION OF A PARTICULAR

PHASE, THE ENTIRE AREA COVERED BY THAT PHASE CAN BE OCCUPIED BY THE VA

PERSONNEL WITH ALL SYSTEMS FUNCTIONING PROPERLY.

7. BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL CONTRACTOR

SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

8. ANY DUST PARTITIONS OR ICRA-CONSTRUCION BARRIERS CONSTRUCTED BY THE

CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE UNTIL THE

COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE REQUIRED.

9. THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED AREAS IN

SUCH A MANNER TO ENSURE THE CONTINUOUS AND UNINTERRUPTED USE OF ALL

OCCUPIED AREAS, INCLUDING THE APPLICABLE MECHANICAL AND ELECTRICAL SYSTEMS

SERVING THESE AREAS.

10. FOR ADDITIONAL NOTES AND INFORMATION REFER TO INFECTION CONTROL DRAWING(S)

AND DEMOLITION PLANS.

11. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS IS FOR

ARCHITECT-OWNER PLANNING PURPOSES ONLY.

12. THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED MEANS OF

EGRESS THROUGHOUT ALL PHASING.

13. THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN PHASES TO

ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND VACATE THE FOLLOW-ON

PHASES. THE VA WILL ACCELERATE THIS TIME WHEN POSSIBLE AND WILL NOTIFY THE

CONTRACTOR IF THIS OCCURS.

14. COORDINATE WITH VA REPRESENTATIVE ON ALL CONSTRUCTION FENCING.

15. CONSTRUCTION FENCE SECURITY KEYS TO BE GIVEN TO COR.

16. COORDINATE HAZARDOUS MATERIAL ABATEMENT WITH THE PHASING OF THE PROJECT.

BEAM

BELOW

CL

BEAM

BELOW

CL

BEAM

BELOW

CL

BEAM

BELOW

CL

WALL

BELOW

CL

PHASE 1

PHASE 2

PHASING AREAS

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

EXISTING

BOILER

PLANT

SHOP

003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

TB3b

PHASE 3

002B

BRINE TANK

002C

BRINE TANK

003A

EXISTING

NATURAL

GAS

EXISTING

BOILER

PLANT

SHOP

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

PHASE 2

PHASE 4

EXISTING

BOILER

PLANT

SHOP

003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

BRINE TANK BRINE TANK

PHASE 4

003A

NATURAL GAS

EXISTING

PUMP ROOM

EXISTING

PLANT SHOP

EXISTING BOILER

002B

BRINE TANK

002C

BRINE TANK

PHASE 1

PHASING

PHASE 1

INSTALL A TEMPORARY BRINE TANK (ST-3), AND CONTROLLERS ON THE EXTERIOR OF THE BUILDING

(LOCATION TO BE PLAN NORTH/WEST CORNER OF BOILER HOUSE, LEAVING ENOUGH ROOM TO

PLUG THE VA CAMPUS SHUTTLE IN. DEMO CONCRETE UNDER THE LOADING DOCK DOOR, CORE

HOLES INTO THE BASEMENT AND TAP AND TIE THE NEW SYSTEM INTO EXISTING, RUN HARD WATER AND ELECTRICAL TO THE TEMPORARY TANK, INSULATE AND INSTALL HEAT TAPE ON ALL EXTERIOR PIPING COMPONENTS, EXTENDING 10FT INTO THE BUILDING. RUN BRINE LINE BACK TO EXISTING

SYSTEM. VERIFY OPERATION OF CONTROLS AND THE TEMPORARY TANK’S ABILITY TO SUPPLY

BRINE TO THE EXISTING (E) DAY BRINE TANK. THIS WORK WILL INCLUDE INSTALLATION OF

TEMPORARY ELECTRICAL, FOR CONTROLLER AND HEAT TRACE, THE BRINE WILL BE GRAVITY FED

INTO THE DAY TANK AND LEVEL CONTROLLED.

PHASE 2

ONCE THE TEMPORARY BRINE (ST-3) TANK HAS BEEN PLACED INTO OPERATION THE STRUCTURAL DEMOLITION CAN BEGIN BY INSTALLING SHORING AND BRACING ALL REQUIRED LOCATIONS PRIOR

TO DEMO OF EXISTING CONCRETE SLAB LOCATED ABOVE THE BRINE TANKS. ERECT TEMPORARY

WALLS TO CONTROL ACCESS AND DUST. DEMOLISH SELECT WALLS AND CEILING/PARKING LOT AS

REQUIRED FOR REPLACEMENT DUE TO STRUCTURAL CONCERNS OR FOR INSTALLATION OF NEW

BRINE STORAGE TANKS (ST-1, ST-2). DEMOLISH AND REMOVE (2) EXISTING BRINE TANKS (EXISTING SALT BASIN), PUMPS AND ANCILLARY EQUIPMENT. THE DAY TANK ((E) DAY BRINE TANK) AND CONTROLS WILL REMAIN IN PLACE, SUPPLYING BRINE TO THE RESIN BEAD SET UNTIL PHASE 5 OF

CONSTRUCTION. DEMO AND REMOVE ALL UN-USED NATURAL GAS PIPE, SPIRE AND GUARDRAIL

SURROUNDING SPIRE.

PHASE 3

INSPECT AND CORRECT ANY STRUCTURAL CONCRETE THAT HAS BEEN COMPROMISED BY OXIDE

JACKING. PREPARE AREA FOR NEW EQUIPMENT AND TANKS (ST-1, ST-2) BY INSTALLING

HOUSEKEEPING PAD. INSTALL HIGH PERFORMANCE COATINGS TO THE FLOOR, WALL AND

CEILING/ROOF WITHIN THE BRINE TANK ENCLOSURE AND ANY OTHER AREAS AS REQUIRED PER

ARCH DRAWINGS. INSPECT AND REPLACE ALL FIRE SPRINKLER HEADS AND ANY FIRE PROTECTION PIPING THAT HAS BEEN DAMAGED BY CORROSION PER FIRE PROTECTION ENGINEER’S DRAWINGS.

PHASE 4

INSTALL TWO NEW POLY BRINE TANKS (ST-1, ST-2), INSTALL TWO REDUNDANT BRINE PUMPS (BP-1, BP-2), INSTALL PUMP CONTROLLER(S), ANCILLARY FILL EQUIPMENT AND TIE SYSTEM INTO EXISTING

DAY TANK. ONCE THE SYSTEM HAS BEEN SHOWN TO OPERATE CORRECTLY AND SUPPLY THE

EXISTING DAY TANK AS DESIGNED. BOTH RESIN BEAD SETS WILL BE REGENERATED, AND THE

EXISTING DAY TANK WILL BE REPLACED WITH A NEW DAY TANK (DT-1). ONCE EQUIPMENT IS IN AND

OPERATING REPLACE STRUCTURAL WALLS AND CEILING PER ARCH AND STRUCTURAL DRAWINGS.

PHASE 5

INSTALL VOLUMETRIC FLOW METER(S) AND CONTROLLER ON RESIN BEAD SYSTEM ALONG WITH (2) NEW CONTROL VALVES. THIS WILL CONTROL THE DURATION AND REGEN CYCLES FOR THE RESIN BEAD SYSTEMS. THE BRINE SYSTEM WILL OPERATE INDEPENDENTLY OF THE RESIN BEAD SET AND ONLY CONTROL BASED ON THE LEVEL IN THE DAY TANK. ONCE THE SYSTEM IS OPERATING AND

SUPPLYING BRINE AS DEMAND REQUIRES. DEMO TEMPORARY BRINE TANK (ST-3), DEMO

TEMPORARY CONTROLLERS ON THE EXTERIOR OF THE BUILDING. REPAIR CORE HOLES INTO THE BASEMENT AND DEMO HARD WATER PIPE AND BRINE PIPE BACK TO EXISTING SYSTEM TIE POINTS, DEMO INSULATION AND HEAT TAPE ON PIPING COMPONENTS. BACKFILL AND REPLACE CONCRETE

UNDER THE LOADING DOCK DOOR.

PHASE 6

COMMISSION NEW BRINE SYSTEM AND ENSURE RESIN BEAD SYSTEM IS RECEIVING APPROPRIATE

FLOW AND SALINITY AND PROVIDE REPORT TO THE VA. REMOVE ALL TEMPORARY SHORING AND

DUST CAPTURE WALLS, DEMOBILIZE AND REMOVE ALL EQUIPMENT, TOOLS AND GARBAGE FROM

SITE. COMPLETE PUNCH LIST AND RETURN THE SITE AND SYSTEM TO THE VA.

EXISTING

BOILER

PLANT

SHOP

003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

BRINE TANK BRINE TANK

PHASE 6

EXISTING

BOILER

PLANT

SHOP

003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

STEAM

TUNNEL

BRINE TANK BRINE TANK

PHASE 5

PHASE 4

PHASE 5

PHASE 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEY MAP

1W

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-A

-R jt u c h te n h a g e n a e -m n .c o m

.r v t

/1

/2

:5

:0

P

M

GC111

BASEMENT AND FIRST LEVEL PHASING

PLAN

REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

4/24/2025 CM JT

17987

1/8" = 1'-0"

FIRST LEVEL PHASING PLAN - PHASE 1 AND PHASE 2

0 8' 16'4'

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 3

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 2

1/8" = 1'-0"

FIRST LEVEL PHASING PLAN - PHASE 4

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 4

0 8' 16'4'

0 8' 16'4'0 8' 16'4'

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 1

0 8' 16'4'

0 8' 16'4'

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 6

1/8" = 1'-0"

BASEMENT LEVEL PHASING PLAN - PHASE 5

1/8" = 1'-0"

FIRST LEVEL PHASING PLAN - PHASE 5

0 8' 16'4'

0 8' 16'4'0 8' 16'4'

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE PLANS

AND/OR AS NOTED IN THE CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL

ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIRETY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

7. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

8. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

9. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

10. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND

SIZES REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL

AND TECHNOLOGY SUBCONTRACTORS.

11. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

12. PROVIDE 3/4" FIRE RETARDANT TREATED (FRT) PLYWOOD SURFACE FOR SURFACE

MOUNTED MECHANICAL AND ELECTRICAL FIXTURES AND EQUIPMENT, UNLESS

NOTED OTHERWISE. DO NOT PAINT OVER FRT LABEL.

13. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE PLAN(S) OR IN THE CODE SUMMARY WITHIN THE

PROJECT SCOPE INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND

HEAD OF ASSEMBLY. WHERE GAPS OR DEFICIENCIES ARE FOUND, RESTORE

INTEGRITY OF EXISTING ASSEMBLIES WITH MATERIAL NECESSARY TO MEET

REQUIRED RATING OF THE ASSEMBLIES.

15. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

APPLICABLE REGULATIONS

NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

2022 FGI GUIDELINES

2024 NFPA 101 LIFE SAFETY CODE (LSC)

ABA STANDARDS (2015) (ABAAS)

2021 IBC

PROJECT DESCRIPTION

CODE SUMMARY

THIS RENOVATION PROJECT REPLACES (2) TWO EXISTING BRINE

GENERATION TANKS AND ASSOCIATED PLUMBING IN BUILDING 11;

REMOVES, REPAIRS AND REPLACES PORTIONS OF SELECT WALLS

AND CEILING/ROOF STRUCTURE, AND OTHER SYSTEMS IMPACTED

BY THE REPLACMENT OF THE EXISTING LEAKING BRINE TANKS.

VA BARRIER FREE DESIGN STANDARD (PG-18-13)

TESTRATING (HRS)

EXISTING/UNCHANGED

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

SEE OVERALL FLOOR PLAN

SEE OVERALL FLOOR PLAN

OCCUPANT LOAD OF BUILDING

ACTUAL AREAUSER DEFINED, ASSUMED LESS THAN 20 OCCUPANTS

2 ASTM E119

0 N/A

0 N/A

(NFPA 220 TABLE 4.1.1)

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS

FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

OCCUPANT LOAD AND MEANS OF EGRESS REMAIN UNCHANGED

WITH THIS PROJECT'S SCOPE OF WORK

EGRESS

NO

(LSC SECTION 8.3)

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE PLANS

OCCUPANCY CLASSIFICATION(S)

EXISTING OCCUPANCY (UNCHANGED) :

INDUSTRIAL OCCUPANCY -

SPECIAL-PURPOSE INDUSTRIAL OCCUPANY

(LSC TABLE 6.1.14.4.1)

(LSC CH 40.1.2.1.2)

MISCELLANEOUS INTERIOR FINISHES CLASSIFICATION

I OR II

A-C (IN ACCORD W/ FLAMESPREAD)WALL/CEILING

VA PHYSICAL SECURITY AND RESILIENCE DESIGN MANUAL (PSRDM)

II (222)

EXISTING/UNCHANGED

BASEMENT

FIRST LEVEL

2 ASTM E119

2 ASTM E119

2 ASTM E119

2 ASTM E119

ASTM E119

ASTM E119

ASTM E119

ASTM E119

ASTM E119

(NFPA 220 TABLE 4.1.1)

FLOORS

LIFE SAFETY SYMBOLS

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

1 HOUR FIRE &

SMOKE BARRIER

2 HOUR FIRE &

SMOKE BARRIER

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EDEXIT EXIT EXIT DISCHARGE

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

LIMITS OF

CONSTRUCTION

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

OCCUPANCY

SEPARATION

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

101A

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATION

WALL TAG

OFFICE

ROOM NAME AND

NUMBER

AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01 REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DESIGN DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

KEY MAP

1W

C U s e rs

\j tu c h te n h a g e n \D o c u m e n ts

\1

-A

-R jt u c h te n h a g e n a e -m n .c o m

.r v t

/9 /2

:0

:5

A

M

AE101

BASEMENT LEVEL CODE SUMMARY

AND FLOOR PLAN - OVERALL

REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

12/10/2024 CM PC

17987

0 8' 16'4' 1/8" = 1'-0"

BASEMENT LEVEL FLOOR PLAN - OVERALL

Revisions: Date:

UP

W P

/G F

I J

G F

I

J 003A

EXISTING

NATURAL

GAS

EXISTING

PUMP

ROOM

EXISTING

CHILLER

ROOM

EXISTING

CONDENSATE

COLLECTION

006A

EXISTING

EMERGENCY

GENERATOR

EXISTING

TANK ROOM

E X

IS

T

IN

G

S T

E A

M T

U N

N E

L

021A

EXISTING

TOILET

EXISTING

LOCKER

ROOM

EXISTING

BOILER

ROOM

020A

EXISTING

CONTROL

ROOM

FLOOR PLAN

DEMO

EXIT

E X

IT

R A

M P

FE

E X

IT

EXIT

EXIT

FE

FE

TIE-IN LOCATION AT TWO EXISTING

ELECTRICAL PANELS FOR NEW

CIRCUITS TO THE TEMPORARY

BRINE TANK PUMP LOCATION AND

THE NEW REDUNDANT BRINE TANK

PUMP AND CONTROLS

- SEE DESIGN NARRATIVE FOR

FURTHER DETAIL

AE102

AE102

EXISTING

BOILER

PLANT

SHOP

LIMITS OF CONSTRUCTION

BRINE TANK BRINE TANK

HA101

02/19/2025 MM

BASEMENT LEVEL - HAZARDOUS

MATERIALS PLAN - LEAD PAINT

REMOVAL

ABATEMENT GENERAL NOTES

1. All abatement work shall be conducted according to the specification and all federal, state, and local regulations.

2. Abatement shall be conducted during normal business hours, excluding federal holidays.

3. Work schedules and abatement limits shall be coordinated with, and approved by the COR and VPIH.

4. The abatement contractor shall submit a detailed abatement plan and abatement schedule with the required submittals.

Any changes to the abatement plan or schedule shall be submitted to the COR and VPIH for approval prior to any work.

6. The locations and quantities of all lead abatement shall be field verified by the abatement contractor and the general contractor prior to the start of the project. The limits of removal and extent of the containments shall be verified with the COR and VPIH.

7. All loadout procedures shall be coordinated with the COR and VPIH.

8. A decontamination room in accordance with the specification for this project, and applicable local, state and federal regulations shall be used for this project. The location of the decontamination room shall be approved by the COR and VPIH at the start of the project.

9. 3rd party monitoring reports shall be submitted to the COR and VPIH.

HAZARDOUS PLAN NOTES

1.Refer to specification 028333-13 for lead paint removal and abatement requirements and procedures.

2.Refer to the asbestos inspection report dated 9/6/2024 and the lead inspection report dated 9/6/2024 for current asbestos and lead findings.

ABATEMENT KEYNOTES

Construct a lockable, impermeable enclosure around the decontamination room. Provide temporary heat and water as required.

Remove lead based paint according to the specification and local, state and federal regulations.

L1

L2

L2

L2

L2

L2

L1

SA

100% CD SUBMISSION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

95% CD SUBMISSION

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

C :\U se rs

\p ch oi \D oc um en ts

\1

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-R

_Y eu ny ou ng .rv t 9/

/2

1:

:1

PM

CS101

EXISTING CONDITIONS REPLACE BOILER PLANT

BRINE TANK

DES MOINES, IA

636A6-22-104

2/19/25 NH JL

17987

100% CD SUBMISSION

PHASE 1:

• DEMO CONCRETE UNDER THE LOADING DOCK DOOR, CORE HOLES INTO THE BASEMENT AND PROVIDE

LINTELS.

PHASE 2:

• STRUCTURAL DEMOLITION CAN BEGIN BY INSTALLING SHORING AND BRACING ALL REQUIRED LOCATIONS

PRIOR TO DEMO OF EXISTING CONCRETE SLAB LOCATED ABOVE THE BRINE TANKS.

• DEMOLISH SELECT WALLS AND CEILING/PARKING LOT AS REQUIRED FOR REPLACEMENT DUE TO

STRUCTURAL CONCERNS OR FOR INSTALLATION OF NEW BRINE STORAGE TANKS.

PHASE 3:

• INSPECT AND CORRECT ANY STRUCTURAL CONCRETE THAT HAS BEEN COMPROMISED BY OXIDE JACKING.

• PREPARE AREA FOR NEW EQUIPMENT AND TANKS (ST-1, ST-2) BY INSTALLING HOUSEKEEPING PAD.

• INSTALL HIGH PERFORMANCE COATINGS TO THE FLOOR, WALL AND CEILING/ROOF WITHIN THE BRINE TANK

ENCLOSURE AND ANY OTHER AREAS AS REQUIRED PER ARCH DRAWINGS.

PHASE 4:

• ONCE EQUIPMENT IS IN AND OPERATING REPLACE STRUCTURAL WALLS AND CEILING PER ARCHITECTURE

AND STRUCTURAL DRAWINGS.

PHASE 5:

• RETURN TEMPORARY BRINE TANK TO STEP SAVER INC. DEMOLISH TEMPORARY COLD HARD WATER AND

BRINE WATER PIPING, ALL ASSOCIATED ACCESSORIES AND CONTROLLERS TO TEMPORARY BRINE TANK, ST-3. REPAIR CORE HOLES IN THE BASEMENT WALL. BACKFILL AND REPLACE CONCRETE UNDER THE

LOADING DOCK DOOR.

PHASE 6:

• REMOVE ALL TEMPORARY SHORING AND DUST CAPTURE WALLS, DEMOBILIZE AND REMOVE ALL

EQUIPMENT, TOOLS AND GARBAGE FROM SITE.

• COMPLETE PUNCH LIST AND RETURN THE SITE AND SYSTEM TO THE VA.

PHASING GENERAL NOTES

REFER TO SHEET GC111 FOR MORE INFORMATION

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE 2021 INTERNATIONAL BUILDING CODE, AS

APPROVED BY THE STATE OF IOWA / CITY OF DES MOINES.

2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL

STANDARDS SHALL BE CURRENT EDITION, WITH LATEST ADDENDA, IF

APPLICABLE.

3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE

ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND

SHALL NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR

INCONSISTENCIES.

4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT

THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT

INDICATE THE MEANS OR METHOD OF CONSTRUCTION. TEMPORARY

BRACING AND SHORING AGAINST WIND AND ERECTION CONDITIONS DURING

CONSTRUCTION OF THE BUILDING, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

PROTECTION OF THE STRUCTURE DURING ALL PHASES OF DEMOLITION,

CONSTRUCTION, AND INSTALLATION.

6. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

7. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL

CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS

ETC. ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH

THE MECHANICAL CONTRACTOR BEFORE COMMENCING THE WORK.

8. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR

LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS,

COORDINATE ADJUSTMENTS WITH THE STRUCTURAL ENGINEER.

9. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

10. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL

ELEMENTS THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL

CONDUIT, MECHANICAL PIPING, ETC. ALL SLEEVES SHALL BE COORDINATED

WITH ARCHITECT/ENGINEER.

11. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL

BE DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/ STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE STRUCTURAL

ENGINEER.

12. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS

WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIEWED

APPROVAL SHOP DRAWINGS SHOWING ENGINEERS COMMENTS

ACCOMPANIED WITH RECORD SET SHOP SHOP DRAWINGS, SHALL BE

AVAILABLE FOR REFERENCE AT THE CONSTRUCTION SITE.

13. CONCRETE ANCHORS SHALL BE SIMPSON 'TITEN HD" SCREW ANCHORS OR

EQUIVALENT (U.O.N.). INSTALL ANCHORS USING THE MANUFACTURER'S

RECOMMENDATIONS.

FOUNDATION NOTES:

1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS

OTHERWISE NOTED.

2. FOOTINGS ARE DESIGNED FOR A MINIMUM NET ALLOWABLE SOIL BEARING

PRESSURE OF1500 psf FOR CONTINUOUS AND 1500 psf FOR PAD FOOTINGS.

FOUNDATION DESIGN COMPLIES W/ GEOTECHNICAL REPORT

DATED:SEPTEMBER 12, 2024 BY TERRACON

3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ENGINEERED FILL.

SOILS SHALL BE OBSERVED AND APPROVED BY A GEOTECHNICAL ENGINEER

PRIOR TO PLACEMENT OF FOOTING CONCRETE. IF NATURAL UNDISTURBED

SOILS ARE NOT ENCOUNTERED AND/OR INADEQUATE SOILS ARE NOTED AT

FOOTING BEARING LEVEL, ARCHITECT/ENGINEER SHALL BE NOTIFIED…