S02 SOW_Att2a 21014 Tomah Replace Chemical Analyzer - Bid Drawings 676-20-004 _1 of 3.pdf

MECHANICAL

PLUMBING

ARCHITECT

NAGEL Architects + Engineers 13980 bishops drive, suite 250 Brookfield, WI 53005 Phone: 262.641.0746

FAX: 888.600.6207

Contact: Kenneth Shane, AIA E-mail: Ken.Shane@Nagel.us

DESIGNER LIST AND STAMPS___________________

OTIE

1033 N Mayfair Road Suite 200 Milwaukee, WI 53226 Phone: 414.607.6766 Contact: Christopher Stipe, PE E-mail: Cstipe@oescgroup.com

OTIE

1033 N Mayfair Road Suite 200 Milwaukee, WI 53226 Phone: 414.607.6764 Contact: Timothy Wendt, PE E-mail: Twendt@oescgroup.com

ELECTRICAL

OTIE

1033 N Mayfair Road Suite 200 Milwaukee, WI 53226 Phone: 414.607.6764 Contact: Michael Smith, PE E-mail: MSmith@oescgroup.com

BLDG 400

5T H

S T

E ST

NORTHCOUNTY HWY E

Tomah VA Medical Center 500 E. Veterans St Tomah, WI 54660

CONTACT:

COR Name: James Conn COR Email: james.conn@va.gov COR Phone #: 608-790-6302

COUNTY HWY E

INTERSTATE 94TOMAH VAMC

CAMPUS

NORTH

NORTH ARROW

ELEVATION REFERENCE

SYMBOL

ELEVATION REFERENCE

SYMBOL

SECTION REFERENCE

SYMBOL

ENLARGED AREA

REFERENCE SYMBOL

DOOR TAG

REVISION TAG

WINDOW TAG

ROOM TAG

COLUMN REFERENCE

SYMBOL

Name Elevation

A101

A101

SIM

A101

SIM

NORTH

PARTITION TAG

A36C G11C

ARCHITECTURAL SYMBOLS___

ROOM NAME

111A

EQUIPMENT TAG######

A101

SIM DETAIL REFERENCE

SYMBOL

AD101.1 MATCH LINE

AREA NOT IN CONTRACT

A ALIGN FINISH SURFACES FLUSH

WALL TAG1iEX1

FINISH WOOD

CONCRETE MASONRY UNIT (CMU)

CONCRETE, CAST-IN-PLACE

CONCRETE, PRE-CAST

FILL - PER NOTE

INTERMITTENT BLOCKING

CONT. ROUGH FRAMING

STEEL

EARTH

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD

MARBLE/GRANITE/STONE

TILE/TERRAZZO

GLASS

LARGE SCALE

SECTIONS

BRICK

PLYWOOD

MATERIAL

MATERIAL LEGEND_________

EARTH, COMPACT

ALUMINUM

FILL, POROUS

SHEET # SHEET NAME

10 - FIRE PROTECTION - F

F001 FIRE PROTECTION GENERAL INFORMATION

FD102 SECOND FLOOR PLAN, FIRE PROT. DEMO, PHASE 0-3

F102 SECOND FLOOR FIRE PROTECTION PLAN, PHASES 0-3

F011 FIRE ALARM GENERAL INFORMATION

FD112 SECOND FLOOR DEMOLITION PLAN, FIRE ALARM, PHASES 0-3

F112 SECOND FLOOR PLAN, FIRE ALARM, PHASES 0-3

11 - PLUMBING - P

P001 PLUMBING GENERAL INFOMRATION

PD101 FIRST FLOOR PLAN, PLUMBING DEMOLITION

PD102 SECOND FLOOR PLAN, PLUMBING DEMOLITION, PHASES 0-3

PD103 SECOND FLOOR PLAN, PLUMBING DEMOLITION, PHASES 4-6

P104 FOURTH FLOOR/PENTHOUSE PLAN, PLUMBING

P501 DETAILS, PLUMBING

P601 ISOMETRICS, PLUMBING

P602 ISOMETRIC, PLUMBING - WASTE AND VENT

P101 FIRST FLOOR PLAN, PLUMBING

P102 SECOND FLOOR PLAN, PLUMBING, PHASES 0-3

P103 SECOND FLOOR PLAN, PLUMBING, PHASES 4-6

13 - MECHANICAL - M

M001 MECHANICAL GENERAL INFORMATION

MD102 SECOND FLOOR MECHANICAL DEMOLITION PLAN, PHASES 0-3

MD103 SECOND FLOOR MECHANICAL DEMOLITION PLAN, PHASES 4-6

MD104 FOURTH FLOOR - PENTHOUSE PLAN

M102 SECOND FLOOR MECHANICAL PLAN, PHASE 0-3

M103 SECOND FLOOR MECHANICAL PLAN, PHASES 4-6

M104 FOURTH FLOOR/PENTHOUSE PLAN, MECHANICAL

M501 DETAILS, MECHANICAL

M601 SCHEDULES, MECHANICAL

14 - ELECTRICAL - E

E001 ELECTRICAL GENERAL INFORMATION

ED102 SECOND FLOOR PLAN, PWR AND DATA DEMOLITION, PHASES 0-3

ED103 SECOND FLOOR PLAN, PWR AND DATA DEMOLITION, PHASES 4-6

ED202 SECOND FLOOR PLAN, LIGHTING DEMOLITION, PHASES 0-3

E102 SECOND FLOOR PLAN, PWR AND DATA, PHASES 0-3

E103 SECOND FLOOR PLAN, PWR AND DATA, PHASES 4-6

E105 FOURTH FLOOR / PENTHOUSE PLAN ELECTRICAL

EL202 SECOND FLOOR PLAN, LIGHTING, PHASES 0-3

E501 ELECTRICAL SCHEDULES AND DIAGRAMS

E601 ELECTRICAL PANEL SCHEDULES

15 - TECHNOLOGY - T

TD102 SECOND FLOOR DEMOLITION PLAN, DATA, PHASES 0-3

TD103 SECOND FLOOR DEMOLITION PLAN, DATA, PHASES 4-6

T102 SECOND FLOOR PLAN, DATA, PHASES 0-3

T103 SECOND FLOOR PLAN, DATA, PHASES 0-3

SHEET # SHEET NAME

00 - GENERAL - G

G001 COVER SHEET

G002 BUILDING CODE REVIEW AND INFECTION CONTROL

G003 GENERAL PHASING DIAGRAMS, NOTES, AND NARRATIVE

G004 EXISTING SITE AND STAGING PLAN

G102 SECOND FLOOR PLAN, LIFE SAFETY

07 - ARCHITECTURAL - A

AD101 FIRST FLOOR PLAN, ARCHITECTURAL DEMOLITION

AD102 SECOND FLOOR PLAN, ARCH. DEMO, PHASES 0-3

AD103 SECOND FLOOR PLAN, ARCH. DEMO, PHASES 4-6

A101 FIRST FLOOR PLAN, ARCHITECTURAL

A102 SECOND FLOOR PLAN, ARCHITECTURAL, PHASES 0-3

A103 SECOND FLOOR PLAN, ARCHITECTURAL, PHASES 4-6

A104 PENTHOUSE / ROOF PLAN, ARCHITECTURAL

A111 SECOND FLOOR PLAN, REFLECTED CEILING

A121 SECOND FLOOR PLAN, WAYFINDING

A501 PARTITION TYPES AND DETAILS

A601 DOOR, WINDOW, AND FRAME SCHEDULES & DETAILS

A701 TYPICAL DETAILS

08 - INTERIORS - I

I102 SECOND FLOOR PLAN, FINISH

I201 INTERIOR ELEVATIONS

I202 INTERIOR ELEVATIONS

I203 INTERIOR ELEVATIONS

09 - EQUIPMENT - Q

Q101 EQUIPMENT RELOCATION PLAN, PHASE 0

Q102 EQUIPMENT PLAN, PHASE 0

Q111 EQUIPMENT RELOCATION PLAN, PHASE 1

Q112 EQUIPMENT PLAN, PHASE 1

Q121 EQUIPMENT RELOCATION PLAN, PHASE 2

Q122 EQUIPMENT PLAN, PHASE 2

Q131 EQUIPMENT RELOCATION PLAN, PHASE 3

Q132 EQUIPMENT PLAN, PHASE 3

Q141 EQUIPMENT RELOCATION PLAN, PHASE 4

Q142 EQUIPMENT PLAN, PHASE 4

Q151 EQUIPMENT RELOCATION PLAN, PHASE 5

Q152 EQUIPMENT PLAN, PHASE 5

Q162 EQUIPMENT PLAN, PHASE 6

Q171 SIEMENS EQUIPMENT DRAWINGS

Q172 SIEMENS EQUIPMENT DRAWINGS

Q173 SIEMENS EQUIPMENT DRAWINGS

Q174 SIEMENS EQUIPMENT DRAWINGS

Q175 SIEMENS EQUIPMENT DRAWINGS

Q176 SIEMENS EQUIPMENT DRAWINGS

13890 bishops drive, suite 250 brookfield, wi 53005

DEPARTMENT OF VETERANS AFFAIRS

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

NAGEL A+E PROJECT NUMBER:VA PROJECT NUMBER:

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Consultant:

Nagel Architects + Engineers project number:

Project NumberProject TitleDrawing Title Phase

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

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C he m ic al A na ly ze r.

rv t

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P

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REPLACE CHEMICAL ANALYZER

500 E. VETERANS STREET, BLDG #400

TOMAH, WI 54660

21014676-20-004

G001

COVER SHEET

OTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

FULLY SPRINKLERED

21014

BID DOCUMENTS

T

T&G TONGUE & GROOVE

T/O(T.O.) TOP OF

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THR THRESHOLD

THRU THROUGH

TOL TOLERANCE

TOT TOTAL

TOW(T.O.W.) TOP OF WALL

TPD TOILET PAPER DISPENSER

TR TREAD

TRM TRANSOM

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UC UNDERCUT

UNFIN UNFINISHED

UNO(U.N.O) UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V

VA VETERAN'S AFFAIRS, DEPARTMENT

OF

VAR VARNISH

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VERT VERTICAL

VF VINYL FABRIC

VG VERTICAL GRAIN

VIN VINYL

VJ V-JOINT(ED)

VNR VENEER

VT VINYL TILE

W

W WEST

W WIDTH, WIDE

W/ WITH

W/D WASHER & DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WIRED GLASS

WH WALL HUNG

WHS WHEEL STOP

WI WROUGHT IRON

WM WIRE MESH

WP WATER PROOFING

WPT WORKING POINT

WR WATER REPELLANT

WSCT WAINSCOT

WT WEIGHT

WTW WALL-TO-WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

Q

QRT QUARRY TILE

QT QUARTZ TILE

QTY QUANTITY

R

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RBT RABBET, REBATE

RBT RUBBER TILE

RC RESILIENT CHANNEL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REINFORCE(D)(ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REM REMOVE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED)(IVE)(OR)

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RISER

RT RETURN

RWC RAINWATER CONDUCTOR

S

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SFG SAFETY GLASS

SH SHELF, SHELVING

SHR SHEER

SHT SHEET

SHTG SHEATHING

SHV SHELVES

SI SQUARE INCHES

SIM SIMILAR

SL SLEEVE

SNT SEALANT

SP STANDPIPE

SP SOUNDPROOF

SPEC SPECIFICATION

SPK SPEAKER

SPKLR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SSEW SANITARY SEWER

STA STATION

STC SOUND TRANSMISSION CLAS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUS SUSPENDED

SUSP SUSPENSION

SYM SYMMETRICAL, SYMMETRY

SYN SYNTHETIC

SYS SYSTEM

M

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MECH MECHANIC(AL)

MED MEDIUM

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINUTE, MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MO(U)LDING

MOD MODULAR

MOV MOVABLE

MT MOUNT(ED)(ING)

MTL MATERIAL

MULL MULLION

MWK MILLWORK

N

N NORTH

N/A NOT APPLICABLE

NAT NATURAL

NI NICKEL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

OVHD OVERHEAD

OWJ OPEN-WEB JOIST

P

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PFN PREFINISHED

PG PLATE GLASS

PKG PARKING

PL PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRF PREFORMED

PROJ PROJECT

PRT PROPERTY

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PWD PLYWOOD

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GCMU GLAZED CONC. MASONRY UNITS

GEN GENERAL

GF GROUND FACE

GKT GASKET(ED)

GL GLASS

GLU LAM GLUE LAMINATED

GOVT GOVERNMENT

GP GALVANIZED PIPE

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GRN GRANITE

GS(S) GALVANIZED STEEL (SHEET)

GST GLAZED STRUCTURAL TILE

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HJT HEAD JOINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HTG HEATING

HTR HEATER

HVAC HEAT, VENTILATION, & AIR

CONDITIONING

HWH HOT WATER HEATER

I

ID INSIDE DIAMETER

IN INCH

INC INCLUDING

INSUL INSULATE(D)(ION)

INT INTERIOR

INV INVERT

J

JC JANITOR'S CLOSET

JOINT JT

K

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

L

LAB LABORATORY

LAD LADDER

LAV LAVATORY

LB POUND

LB LAG BOLT

LBL LABEL

LH LEFT HAND

LL LIVE LOAD

LMS LIMESTONE

LP LIGHT PROOF

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

D

D DRAIN

DA DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DRW DRYWALL

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DUMBWAITER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRAWER

E

E EAST

EA. EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION & FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

ESMT EASEMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

F/O FACE OF

FAS FASTEN(ER)

FBD FIBERBOARD

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FIRE DEPARTMENT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FG FIBERGLASS

FIN FINISH(ED)

FLR FLOOR

FN FENCE

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FR FRAME(D)(ING)

FRA FRESH AIR

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FS FULL SIZE

FT FOOT

FTG FOOTING

FUR FURRED(ING)

FURN FURNITURE

FUT FUTURE

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL

ACC ACCESS

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AFF(A.F.F.) ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ANC ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

AUTO AUTOMATIC

B

B/O(B.O.) BOTTOM OF

BD BOARD

BELOW BEL

BET BETWEEN

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

BVL BEVELED

BW BOTH WAYS

C

C-C CENTER TO CENTER

CAB CABINET

CALC CALCULATION

CB CATCH BASIN

CEM CEMENT

CFL COUNTER FLASH(ING)

CFT CUBIC FOOT

CHAM CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULK(ING)

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLS CLOSURE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

COMPO COMPOSITION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CYD CUBIC YARD

ARCHITECTURAL ABBREVIATIONS_________________________________________________________________________________________________________________________

SHEET INDEX____________________________________________________________________________________ __

PROJECT SITE MAP___________________PROJECT LOCATION MAP______________STATION INFORMATIONPERSPECTIVE__________________________________

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

CONSTRUCTION DOCUMENTS 95% 23 NOV 2021

BID DOCUMENTS 22 DEC 2021

NOTES - INFECTION CONTROL

1. THE INTENT OF INFECTION CONTROL ISOLATION IS TO PROTECT PATIENTS IN THE

HOSPITAL WHICH HAVE LOW IMMUNE LEVELS. THEREFORE, CONSTRUCTION OPERATIONS

NEED TO BE DIRECTED TO CONTAIN DUST AND PARTICULATE MATTER TO THE

CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER SHALL BE SEALED

COMPLETELY WITH MIN 4 MIL POLY AND DUCT TAPE DURING CLASS II, III, OR IV

OPERATIONS.

2. PROVIDE TRIATEK ISOLATION MONITORS OR VA APPROVED EQUAL DURING CLASS III OR

CLASS IV CONSTRUCTION OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE

(0.02"WC) DURING THESE OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL

BETWEEN CONSTRUCTION AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY

VA.

3. 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 10 DAYS NOTICE FOR EACH PERMIT.

4. WHERE BARRIER SEPARATES CONSTRUCTION FROM OCCUPIED SPACE, CONSTRUCT IC

(INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO SUSPENDED CEILING

ABOVE. ALL IC BARRIERS TO BE CONSTRUCTED AS 1 HOUR FIRE AND SMOKE RATED

BARRIERS. MAINTAIN SPRINKLER OPERATION ON BOTHS SIDES OF CONSTRUCTION

BARRIERS. WHERE TEMPORARY SHUTOFF OF SPRINKLERS IS REQUIRED FOR

ADJUSTMENT, PROVIDE FIRE WATCH FOR DURATION OF INOPERATION. PROVIDE STARC

SYSTEMS FIREBLOCKWALL SYSTEM BARRIERS OR VA AND ARCHITECT APPROVED EQUAL.

5. CONTRACTOR SHALL PROVIDE NEW ACCESS DOORS AND PROXIMITY CARD READERS AT

ALL IC BARRIERS. IC BARRIERS SHALL BE INSTALLED AND REMOVED ONLY OUTSIDE OF

NORMAL HOURS OF OPERATION FOR ADJACENT AREAS.

6. WHEN REQUIRED BY IC CONSTRUCTION CLASS, PROVIDE BALANCING DAMPERS IN THE

MAIN SUPPLY AND EXHAUST DUCT WORK SERVING CONSTRUCTION ZONE. TEMPORARILY

BALANCE AIR FLOW TO PROVIDE NEGATIVE AIR FLOW IN CONSTRUCTION ZONE AT ALL

TIMES AS INDICATED BELOW. DAMPERS TO REMAIN IN DUCT AFTER CONSTRUCTION IS

COMPLETE AND IS TO BE SECURED IN FINAL BALANCING POSITION PRIOR TO TURNING

SYSTEM OVER FOR OCCUPANCY.

7. 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.

8. ALL CONSTRUCTION DEBRIS, WASTE, AND TRANSPORTATION OF DEMOLITION ITEMS

SHALL BE CONVEYED IN A COVERED DUMPSTER CONTAINER SUCH THAT NO

DEBRIS/ITEMS ARE VISIBLE.

PATIENT RISK

GROUP

LOW RISK

GROUP

CONSTRUCTION TYPE

MEDIUM RISK

GROUP

HIGH RISK

GROUP

HIGHEST RISK

GROUP

TYPE A TYPE B TYPE C TYPE D

I

I

I

II III/IV

II

II

II II

III/IV

III/IV

III

III/IV

IV

IV

IV

INFECTION CONTROL CONSTRUCTION RISK CLASS CHART

CONSTRUCTION RISK CLASS OF WORK FOR THIS PROJECT IS

ANTICIPATED TO BE CLASS IV. RISK CLASS OF SPECIFIC ACTIVIES

SHALL BE COORDINATED WITH THE FACILITY INFECTION CONTROL

OFFICER AND FACILITY INFECTION CONTROL PLAN.

SEE INFECTION CONTROL SPECIFICATION FOR DETAILED

INFORMATION REGARDING CONSTRUCTION TYPE DEFINITIONS

AND INFECTION CONTROL PRECAUTIONS REQUIRED BY EACH

CONSTRUCTION RISK CLASS.

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

/2

2/

:5 6:

P

M

G002

BUILDING CODE REVIEW AND

INFECTION CONTROLOTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

BUILDING CODE REVIEW

IBC CODE SECTION REQUIRED PROVIDED

NFPA SECTION (NFPA 101

U.N.O.) REQUIRED PROVIDED

OCCUPANCY OR USE CLASSIFICATION

Single B - BUSINESS B - BUSINESS CHAPTER 6.1 NEW BUSINESS NEW BUSINESS Accessory Occupancy [508.4] CHAPTER 6.1.14 N/A N/A Incidental Uses [Table 509] CHAPTER 8.7 N/A N/A

SPECIAL DETAIL REQUIREMENTS PER OCCUPANCY

Special Applications [Ch 4] CHAPTER 38 SPECIMEN LABORATORY Occupancy Separations Needed? [Table 508.4] N/A N/A High Hazard Class [Section 414] N/A N/A N/A N/A

TYPE OF CONSTRUCTION & LIMITS [TABLE 503]

Construction Class 1B, SPRINKLERED (EXISTING) EXISTING NFPA 220 TYPE II [222], SPRINKLERED (EXISTING) EXISTING Allowable Area EXISTING EXISTING N/A EXISTING EXISTING Area Increase: Sprinkler N/A N/A N/A N/A N/A Area Increase; Frontage N/A N/A N/A N/A N/A Total Area w/ increases N/A N/A N/A N/A N/A Allowable Height EXISTING EXISTING N/A N/A N/A Height Modifications N/A N/A N/A N/A N/A Allowable # of Stories N/A N/A N/A N/A N/A

POSITIONING ON PROPERTY [TABLE 602]

Distance to property lines (N, E, S, W) N/A N/A N/A Distance to other buildings N/A N/A N/A Distance to same building N/A N/A N/A Allowable Exterior Wall Openings [705] N/A N/A N/A

FIRE SUPPRESSION SYSTEMS

Sprinkler Requirement NFPA 13 AS REQ'D N/A Alarm & Detection System Requirement NFPA 72 NFPA 72 N/A Monitoring Services Standpipe systems Portable fire extinguishers NFPA 10 SEE G101 NFPA 10 NFPA 10 SEE G101 Smoke control systems N/A N/A N/A N/A

MEANS OF EGRESS PARAMETERS

Occupant Load [Table 1004.1.2] 150 GSF / PERSON 42 PERSONS (SEE OCCUPANCY PLAN, SHEET

G102) [Table 7.3.1.2]

Required Exit Capacities 0.2" * OCCUPANT LOAD = 12.4" SEE PROVIDED EGRESS CHART, SHEET G102 # of exits required [1006.2.2.1] 2 2 Exit width 44" CLR MIN. SEE PROVIDED EGRESS CHART, SHEET G102 CHAPTER 7.3.4 Exit discharge EXISTING SEE PROVIDED EGRESS CHART, SHEET G102 CHAPTER 7.7 EXISTING EXISTING Door Hardware Requirements - - CHAPTER 7.2 CLOSERS & POSITIVE LATCHING ON RATED

DOORS; FREE EGRESS FROM

ACCESS-CONTROLLED AREAS

AS REQ'D

Misc & Special Requirements - - PER CHAPTER 38 Stair Width 0.3" * OCCUPANT LOAD = 18.6" EXISTING CHAPTER 7.2.2 EXISTING PER Table 7.2.2.2.1.1(b) EXISTING Common path of travel 100 FT SEE COMMON PATH CHART, SHEET G102 PER CHAPTER 38 100 FT SEE COMMON PATH CHART, SHEET G102 Travel distance to Exits 300 FT SEE TRAVEL DISTANCE CHART, SHEET G102 PER CHAPTER 38 300 FT SEE TRAVEL DISTANCE CHART, SHEET G102 Stair enclosure 2 HR RATED; EXISTING EXISTING CHAPTER 7.2.2.5 2 HR RATED; EXISTING EXISTING Vertical openings 2 HR RATED; EXISTING EXISTING 2 HR RATED; EXISTING EXISTING Accessible means of egress 50% EXISTING CHAPTER 7.5.4 50% EXISTING Emergency lightning CHAPTER 7.8-9 AS REQ'D AS REQ'D Equipment platform [505] Mezzanine w/o sprinkler CHAPTER 8.6.10 N/A N/A

OTHER ARCHITECTURAL ELEMENTS

Roof requirements N/A N/A N/A N/A -Access N/A N/A CHAPTER 7.2.1.5.9 N/A N/A -Rails N/A N/A N/A N/A

FIRE PERFORMANCE REQUIREMENTS [TABLE 601] NFPA 220 [Table 4.1.1] Columns 2 HR (EXISTING) AS REQ'D Floor 2 HR (EXISTING) AS REQ'D Roof 1 HR (EXISTING) AS REQ'D Roof Covering CLASS B (EXISTING) AS REQ'D Exterior Bearing Walls 2 HR (EXISTING) AS REQ'D Interior Bearing Walls 2 HR (EXISTING) AS REQ'D Fire Walls N/A N/A Opening Protectives [Table 8.3.3.2.2] N/A N/A Other partitions PER ASSEMBLY AND RATING TYPE AS REQ'D Corridors [1020.1] PER CHAPTER 38 Exit passageways Vertical exit enclosures Vertical shafts 2 HR (EXISTING) AS REQ'D Penthouse Walls 1 HR (EXISTING) AS REQ'D Penthouse Roof 1 HR (EXISTING AS REQ'D Storage Rooms SMOKE PARTITION AS REQ'D Occupancy separations [Table 6.1.14.4.1] 2 HR FLOOR TO FLOOR AS REQ'D Hazardous areas CHAPTER 6.2 N/A N/A Accessible means of egress [1009.1.2] EXISTING MATCH EXISTING other

SMOKE COMPARTMENT N/A N/A N/A N/A

ATTIC REQUIREMENTS N/A N/A N/A N/A

-Access N/A N/A N/A N/A -Smoke separations N/A N/A N/A N/A

CONSTRUCTION MATERIALS - FINISHES

Exit Enclosures & Passageways [Table 803.11] CLASS A OR B CLASS A OR B Corridors CLASS B CLASS B Rooms & Enclosed spaces CLASS B CLASS B

ENERGY EFFICIENCY REQUIREMENTS

Energy Conservation:

Insulation Above Deck N/A Walls Above Grade, Wood Framed N/A Walls Below Grade N/A Floors, Mass N/A Slab-on-grade Floors, Heated N/A Opaque Doors N/A Vertical Fenestration, Fixed N/A Vertical Fenestration, Operable N/A Vertical Fenestration, Entrance Doors N/A Skylights N/A

MEP REQUIREMENTS

Lighting NATURAL: 8% OF FLOOR SERVED

-OR- ARTIFICIAL: 10 FOOT CANDLES

OVER AREA AT 30" AFF

AS REQ'D N/A

Water Closets EXISTING MATCH EXISTING N/A Lavatories EXISTING MATCH EXISTING N/A Bathtubs/Showers N/A N/A N/A Drinking Fountains EXISTING EXISTING N/A Other (mop basin) EXISTING EXISTING N/A

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

R O

U T

E R

C

IS

C O

M A

IN

P

O W

E R

D

IS

T R

IB

U

T

IO

N P

L A

T E

H U

B

1214.17 [3'-11 3/4"]

1240.99 [4'-1"]

525.57 [1'-8 3/4"]

965.65 [3'-2"]

847.28 [2'-9 1/2"]

665.60 [2'-2 1/4"]

1647.82 [5'-5"]

A A

U.T.C.

U.T.C.

N O

B

LO

CK

S

AR

EA

No blocks

No blocks

YV

I1M

415 ∅8

1725 ∅8 AIR PIPE

1823 ∅8

1340 ∅8

550 ∅8

295 ∅8

1120 ∅8 AIR PIPE 465 ∅8

400 400

400400

B C D E F

A x1 x2 x3 x4 xC xDxBxA xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

MENS

TOILET

WOMENS

TOILET

WAITING -

RADIOLOGY

PHASE 1: TEMP

BLOOD DRAW

PHASE 2: TEMP

RECEPTION

P3

P6

P1

P2

P4

P5

PHASE 1/2: TEMP WAITING

T E

M P

C O

R R

ID

(P 1)

STAIR #7

S7

PROPOSED CONTRACTOR

ACCESS, ALL PHASES

B C D E F

A x1 x2 x3 x4 xC xDxBxA xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

MENS

TOILET

WOMENS

TOILET

WAITING -

RADIOLOGY

PHASE 1: TEMP

BLOOD DRAW

PHASE 2: TEMP

RECEPTION

P3

P6

P1

P2

T E

M P

C O

R R

ID

(P 1)

P4

P5

PHASE 1/2: TEMP WAITING

PROPOSED CONTRACTOR

ACCESS, ALL PHASES

PHASE '0' (P0)

PHASE 1 (P1)

PHASE 2 (P2)

PHASE 3 (P3)

LEGEND - GENERAL PHASING

PHASE 4 (P4)

PHASE 5 (P5)

PHASE 6 (P6)

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING AND

COORDINATION OF CONSTRUCTION PHASING WITH VA'S SCHEDULES,

INFECTION CONTROL, AND INTERIM LIFE SAFETY REQUIREMENTS.

REFER TO SPECIFICATIONS, INFECTION CONTROL NOTES, AND PLANS

FOR PROJECT REQUIREMENTS.

2. CONTRACTOR SHALL PROVIDE ALL SUB-PHASING ACTIVITIES AS

REQUIRED FOR WORK OCCURING BETWEEN VARIOUS PHASES.

3. CONTRACTOR SHALL REFER TO ALL DEMOLITION AND NEW

CONSTRUCTION DRAWINGS FOR DETAILED SCOPE OF WORK.

4. CONTRACTOR SHALL MAINTAIN EGRESS PATHWAYS FROM

LABORATORY SPACE, FROM THE SECOND FLOOR OF BUILDING 400,

AND FROM THE GROUND FLOOR OF BUILDING 400 AT ALL TIMES.

5. CONTRACTOR SHALL NOTE THAT THE BUILDING AND AREA OF WORK

ARE TO REMAIN OCCUPIED AND FUNCTIONING THROUGHOUT

CONSTRUCTION.

6. HOURS OF OPERATION FOR WORK GENERATING SIGNIFICANT NOISE,

VIBRATION, OR OTHERWISE DISRUPTIVE OF BUILDING AND/OR

LABORATORY FUNCTION SHALL BE OUTSIDE NORMAL BUILDING AND

LABORATORY OPERATION HOURS. CONTRACTOR SHALL COORDINATE

WITH VA THE SCHEDULING OF SUCH WORK A MINIMUM OF 2 WEEKS IN

ADVANCE

7. DURING CONTRUCTION ACTIVITIES IT IS REQUIRED TO MINIMIZE OR

AVOID THE DISRUPTION OF, AND EXPEDITE THE INSTALLATION OF,

NEW SPRINKLERS. SPRINKLERS SHALL BE CONSIDERED OPERATIONAL

WHEN INSTALLED AND OPERATING IN ACCORDANCE WITH NFPA 13.

8. CONTRACTOR SHALL INSTALL SMOKE DETECTORS INSIDE ALL AREAS

WHERE SPRINKLERS WILL BE DECOMMISSIONED DUE TO

CONSTRUCTION. SMOKE DETECTORS SHALL BE COVERED WITH A

DUST CAP DURING ACTIVE CONSTRUCTION HOURS. CAP SHALL BE

REMOVED AT THE END OF ACTIVE CONSTRUCTION HOURS EACH DAY.

GENERAL NOTES - PHASING

GENERAL PHASING NARRATIVE

PRE-CONSTRUCTION

• CONTRACTOR TO PROVIDE ALL REQUIRED SUBMITTALS, SHOP

DRAWINGS, AND ITEMS AS OUTLINED IN SPECIFICATION SECTION

01 33 23 FOR REVIEW AND APPROVAL PRIOR TO START OF

CONSTRUCTION.

PHASE '0' - WORK REQUIRED TO BEGIN PHASE 1

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q101; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE '0' PLANS

FOR ALL DISCIPLINES.

• NEW DOORS '2050' AND '2053' SHALL NOT BE CONSTRUCTED

SIMULTANEOUSLY TO ALLOW FOR CONTINUOUS ACCESS TO

OFFICES BEYOND.

• NEW FLOORING AND WALL BASE IN ROOM 2050 (WAITING)

SHALL BE COMPLETED PRIOR TO SET UP OF TEMPORARY

CORRIDOR AND ITS ASSOCIATED SYSTEMS.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q102.

• WORK ASSOCIATED WITH EXISTING SHOWER/EYE WASH AREA

AND NEW WATER PURIFICATION SYSTEM LOCATION SHALL BE

PHASED TO MINIMIZE 'DOWN TIME' FOR PURIFICATION SYSTEM

AND NEED FOR TEMPORARY EYEWASH/SHOWER.

PHASE 1 - BLOOD DRAW, DRUG SCREENING, SPECIMEN PROCESSING,

FRIDGE FARM, & DROP-OFF

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q111; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 1 PLANS

FOR ALL DISCIPLINES.

• WORK REQUIRED FOR NEW DOOR 'C1', ADJACENT

CIRCULATION AREAS, AND ROOMS 2046 (DROP-OFF) AND 2048

(CLEAN SUPPLY) SHALL BE COMPLETED AS EARLY WITHIN THIS

PHASE AS POSSIBLE TO MINIMIZE THE AMOUNT OF TIME THE

TEMPORARY CORRIDOR IS REQUIRED.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q112.

• TEMPORARY BLOOD DRAW SHALL BE SET UP IN ROOM 2050

(WAITING) FOR THIS PHASE. TEMPORARY WAITING SHALL BE

SHARED WITH THE RADIOLOGY WAITING ROOM DIRECTLY SOUTH

FROM THE ELEVATOR. TEMPORARY EMPLOYEE DRUG SCREENING

SHALL OCCUR IN ROOM 1036. TEMPORARY LAB SPECIMEN

PROCESSING WILL OCCUR IN ROOM 2047 (RECEPTION).

PHASE 2 - RECEPTION & WEST BENCH LINE

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q121; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 2 PLANS

FOR ALL DISCIPLINES.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q122.

• TEMPORARY RECEPTION SHALL BE SET UP IN ROOM 2050

(WAITING) FOR THIS PHASE. TEMPORARY WAITING SHALL REMAIN

AS IN PHASE 1.

PHASE 3 - URINALYSIS BENCH LINE

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q131; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 3 PLANS

FOR ALL DISCIPLINES.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q132.

PHASE 4 - HEMATOLOGY BENCH LINE

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q141; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 4 PLANS

FOR ALL DISCIPLINES.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q142.

PHASE 5 - 'FLOATING' BENCH LINE

• RELOCATE EQUIPMENT AS SHOWN ON SHEET Q151; PROVIDE

TEMPORARY POWER, AIR, WATER, ETC. AS REQ'D FOR

TEMPORARY EQUIPMENT FUNCTION.

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 5 PLANS

FOR ALL DISCIPLINES.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q152.

PHASE 6 - SIEMENS ATELLICA & APTIO SYSTEM

• DEMOLISH AND CONSTRUCT NEW AS SHOWN ON PHASE 6 PLANS

FOR ALL DISCIPLINES.

• LOCATE AND INSTALL EQUIPMENT AS SHOWN ON SHEET Q162.

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

/2

2/

:5 6:

P

M

G003

GENERAL PHASING DIAGRAMS,

NOTES, AND NARRATIVEOTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR PHASING DIAGRAM - NEW

1/8" = 1'-0"

SECOND FLOOR PHASING DIAGRAM - EXISTING

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

1. BUILDING TO REMAIN IN OPERATION DURING CONSTRUCTION.

CONTRACTOR TO MAINTAIN ACCESS TO ENTRIES UNLESS

OTHERWISE COORDINATED WITH THE VA.

2. DUE TO LIMITED AREA WITHIN FENCE CONSTRUCTION SITE, ALL

ON-SITE STORAGE OF NEW MATERIALS AND CONSTRUCTION

EQUIPMENT SHALL BE SHORT-TERM AND COORDINATED BY THE

CONTRACTOR AND THE VA.

3. ALL DAILY ON-SITE CONSTRUCTION TRAFFIC AND PARKING SHALL

BE COORDINATED WITH VA. HOSPITAL PERSONNEL SHALL

MAINTAIN CONTROL OF PRIME PARKING AREAS.

4. AREA OUTSIDE OF THE CONSTRUCTION FENCE IS TO BE KEPT

CLEAR OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT AND

REMAIN SAFE FOR VA USE (TYPICAL).

5. CONTRACTOR TO PROVIDE STEEL ROAD PLATES OVER EXISTING

UNDERGROUND PASSAGES AND UTILITY TUNNELS FOR ALL

EQUIPMENT EXCEEDING 50,000# LOAD. PLATES SHALL EXTEND A

MINIMUM OF 1 FOOT PAST THE EDGE OF TUNNELS AND BE

SECURED AGAINST UPLIFT. PROVIDE STAMPED STRUCTURAL

CALCULATIONS VERIFYING PLATE STRENGTH AS RELATED TO THE

PROPOSED EQUIPMENT LOAD.

6. PROVIDE TEMPORARY CONSTRUCTION FENCE AROUND

DUMPSTER AND STAGING AREA. COORDINATE EXACT LOCATION,

SIZE AND DURATIONS WITH THE VA. AT PROJECT COMPLETION,

ALL TEMPORARY FENCING AND ALL RELATED ITEMS ARE TO BE

REMOVED FROM THE SITE, ALONG WITH ALL CONSTRUCTION

DEBRIS AND DUMPSTERS. ASPHALT PAVING, CONCRETE CURBS,

CONCRETE SIDEWALKS, AND ANY OTHER SITE SURFACES OR

AMENITIES DAMAGED DURING DEMOLITION/CONSTRUCTION ARE

TO BE REPLACED TO THE VA’S SATISFACTION AT THE

CONTRACTOR’S OWN EXPENSE.

7. TEMPORARY CONSTRUCTION FENCE SHALL BE CHAIN LINK. SEE

DETAIL THIS SHEET. PROVIDE PERSONNEL AND EQUIPMENT

GATES WITH LOCKING STRONG ARM AS NEEDED.

8. PROVIDE CONSTRUCTION SIGNAGE AS REQ'D BY SPECS.

GENERAL NOTES - SITE & STAGING PLAN

BLDG 400

EXISTING ENCLOSED WALKWAY

EXISTING PATIENT

& STAFF PARKING

PATIENT

ENTRANCE &

DROPOFF

PROPOSED CONTRACTOR

ACCESS; CONTINUES TO STAIR S7

EXISTING AHU

EXISTING SIDEWALK

& CURB, TYP

1 2

EXISTING DELIVERY ENTRANCE;

FOR LIMITED USE WITH VA

APPROVAL ONLY

S E

E K

E Y

N O

T E

A

S R

E Q

'D

2'

M

IN

1 2

CHAIN LINK

FENCE POST CAP

CHAIN LINK FENCE FRAME

AND FEET, 1.25" OD, HOT

DIPPED GALV STL TUBE,

FULLY WELDED

10 GA. MIN STL WIRE

MESH, 2" MIN OPENING

CONNECT WIRE MESH

TO TENSION BAR AND

CLAMP BAR TO FRAME

BY TENSION BANDS

PROVIDE (4) SANDBAGS

PER POST MIN

10'-0" O.C MAX

7' -0

M

IN

LOCKING STRONG ARM

GATE LATCH; PROVIDE

AT ALL GATES IN

CONSTRUCTION FENCE

GATE HINGES AS

REQUIRED

FENCEGATE

3' -0

M

O U

N T

T O

C O

N S

T R

. F E

N C

E 3'

-0

4'-0"

EXT GRADE FACE PANEL, ALUM SKIN

LAMINATED TO WOOD CORE. CORE

EDGES PHYSICALLY SEALED

NOTES:

1. BASIS OF DESIGN FOR THIS SIGN IS VA

SPECIALITY SIGN SP-24.04. REFER TO VA

SIGNAGE DESIGN GUIDE.

2. SIGN TO BE ATTACHED TO CONSTRUCTION

FENCE POSTS.

3. ALL VISIBLE SURFACES SHALL BE PRIMED AND

PAINTED U.N.O.

4. CONTRACTOR SHALL LOCATE SIGN AS REQ'D BY

COR. SIGN SHALL BE REMOVED AND/OR

RELOCATED AS REQ'D BY COR.

2" 9"

1/

2"

1/ 2"

CHANGEABLE NUMBERS. CONTRACTOR

TO UPDATE NUMBERS ON A DAILY BASIS

2"

KEYNOTES - SITE & STAGING PLAN

1 APPROXIMATE PROPOSED CONTRACTOR LAY-DOWN AREA. MAINTAIN

REQUIRED EGRESS PATH AND CLEARANCE FOR SNOW PLOW BETWEEN

LAYDOWN AND EXISTING BUILDING-ADJACENT SIDEWALK/CURB TO

SOUTH. SEE GENERAL NOTES AND DETAILS THIS SHEET FOR FENCING

REQUIREMENTS.

2 PROPOSED CONTRACTOR DUMPSTER LOCATION

3 PROPOSED CONTRACTOR CRANE LOCATION

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

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2/

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P

M

G004

EXISTING SITE AND STAGING

PLANOTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

0' 4' 8' 16'

NORTH

1" = 20'-0"

SITE PLAN, ARCHITECTURAL

1/2" = 1'-0"

CONSTRUCTION FENCE DETAIL

3/4" = 1'-0"

CONSTRUCTION SIGN DETAIL

AREA OF WORK

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

A A

U.T.C.

U.T.C.

N O

B

LO

CK

S

AR

EA

No blocks

No blocks

FIRE BARRIER, 2 HR

BUILDING EXIT

COMMON PATH OF EGRESS TRAVEL

EGRESS WIDTH TAG

EXIT ACCESS CORRIDOR

LEGEND - LIFE SAFETY PLAN

EXIT ACCESS TRAVEL DISTANCE

ROOM TAG WITH OCCUPANT LOAD

ROOM NAME

AREA

OCCU TYPE - LOAD

42"

SMOKE PARTITION PER IBC 710 & NFPA 101 8.4

FE

FEC

FIRE EXTINGUISHER, WALL MOUNTED

FIRE EXTINGUISHER CABINET

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

B C D E

F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH xC.8 x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

BLOOD

DRAW

BLOOD

DRAW

BLOOD

DRAW

BLOOD

DRAW

DRUG TEST

WRK

DRUG TEST

TLT

RECEIVING

SPECIMEN

TLT SPECIMEN

TLT

NON-LAB

STAFF RM

OFFICE

STAFF TLT

RECEPTION

CLEAN

STORAGE

DROP OFF

STORAGE

SOILED

UTILITY

STAIR #7STAIR #8

PATH A

P A

T H

A

34"

34"

LABORATORY SUITE

APPROX. 3300 SF

P A

T H

OFFICE SUITE

APPROX. 1590 SF

FE

FE

F E

C

BLOOD

DRAW

WAITING

OFFICE

OFFICE

FRIDGE

STOR

CLINICAL

LABORATORY

SPECIMEN

PROC

S7 S2

'-6

6215 SF

AREA OF WORK

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

/2

2/

:5 7:

P

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G102

SECOND FLOOR PLAN, LIFE

SAFETYOTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

OCCUPANCY BY AREA PER IBC TABLE 1014.1.2 / NFPA 101 TABLE 7.3.1.2

AREA OCCUPANCY

PERSONS

NAME SF TYPE FUNCTION LOAD FACTOR

BUSINESS

AREA OF WORK 6215 SF BUSINESS BUSINESS 150 42

6215 SF 42

COMMON PATH OF TRAVEL

PATH 1

64'-4"

EXIT DISTANCE

PATH A

214'-5"

PROVIDED EGRESS WIDTH

DOOR NO. EGRESS WIDTH

S2 34" S7 34" Total Provided Egress Width 68"

1/8" = 1'-0"

SECOND FLOOR PLAN, LIFE SAFETY 0' 4' 8' 16'

NORTH

1" = 20'-0"

SECOND FLOOR PLAN, OCCUPANCY

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

OFFICE

EXAM. ISO

OFFICE, R.N.EXAMEXAM

OFFICE, R.N.

EXAM INTERVIEW

OMNI CELL

CLEAN

STOR

SOILED UTIL

STAFF/PT.

TLT

NURSE

STATION

OFFICE,

PROVIDER

OFFICE,

PROVIDER

PHASE '0'

PHASE 2

PHASE 1

PHASE 1

PHASE 1

PHASE 5

PHASE 5

PHASE 1

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

INFECTION CONTROL CONSTRUCTION BARRIER - SEE

SHEET G002 FOR DETAILS. PROVIDE STARC SYSTEMS

FIREBLOCKWALL SYSTEM BARRIERS OR VA & ARCHITECT

APPROVED EQUAL.

TEMPORARY CORRIDOR PARTITION

EXISTING DOOR FROM PREVIOUS

CONSTRUCTION PHASE TO REMAIN

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR AND

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO

REMAIN SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION

AND CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL

BE REPLACED AT NO COST TO VA WITH NEW CONSTRUCTION TO

MATCH.

C. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES,

DAMAGED AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED,

OR UTILITY MODIFICATIONS WERE PERFORMED. PROVIDE NEW

FINISHES PER SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO

REMAIN TO PROVIDE A SUITABLE SURFACE FOR NEW FINISHES.

D. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

E. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR

ARRANGED WITH THE GC.

F. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS

WHERE NEW WALL SURFACE MEETS EXISTING TO REMAIN.

G. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE

BY THE CONTRACTOR AND REPORTED TO THE COR AND ARCHITECT

FOR CONFIRMATION PRIOR TO FRAMING OF WALLS.

H. DIMENSIONS NOTED AS CLEAR OR CL'R ARE FINAL FINISHED WALL

SURFACE TO FINAL FINISHED WALL SURFACE, SEE FINISH SCHEDULE

AND VERIFY FINAL FINISH OF WALL PRIOR TO FRAMING.

I. REMOVE EXISTING FLOOR FINISHES SLATED FOR DEMOLITION TO SUB

FLOOR AND PREPARE FOR NEW FINISHES.

J. SALVAGE EXISTING DOORS AND HARDWARE FOR REUSE, RETURN

EXCESS DOORS AND HARDWARE TO VA.

K. SALVAGE EXISTING CASEWORK FOR REUSE, RETURN EXCESS

CASEWORK TO VA.

L. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO VA.

M. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO VA.

N. REFER TO SHEET G003 FOR ADDITIONAL PHASING INFORMATION AND

REQUIREMENTS.

GENERAL NOTES - ARCHITECTURAL DEMOLITION PLAN

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

1/4" = 1'-0"

FIRST FLOOR PLAN, ARCHITECTURAL DEMOLITION

NORTH

KEYNOTES - ARCHITECTURAL DEMOLITION PLAN

1 DEMOLISH EXISTING CEILING SYSTEM THIS AREA AS NEEDED TO

PERFORM ABOVE-CEILING WORK FOR FLOOR ABOVE. SEE PLUMBING

DWGS FOR DETAILS. SALVAGE ALL EXISTING CEILING-MOUNTED ITEMS

FOR REINSTALLATION. COORDINATE ABOVE-CEILING WORK WITH

PHASED WORK ON FLOOR ABOVE.

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

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:5 7:

P

M

AD101

FIRST FLOOR PLAN,

ARCHITECTURAL DEMOLITIONOTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

0' 4' 8' 16'

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

INFECTION CONTROL CONSTRUCTION BARRIER - SEE

SHEET G002 FOR DETAILS. PROVIDE STARC SYSTEMS

FIREBLOCKWALL SYSTEM BARRIERS OR VA & ARCHITECT

APPROVED EQUAL.

TEMPORARY CORRIDOR PARTITION

EXISTING DOOR FROM PREVIOUS

CONSTRUCTION PHASE TO REMAIN

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR AND

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO

REMAIN SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION

AND CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL

BE REPLACED AT NO COST TO VA WITH NEW CONSTRUCTION TO

MATCH.

C. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES,

DAMAGED AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED,

OR UTILITY MODIFICATIONS WERE PERFORMED. PROVIDE NEW

FINISHES PER SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO

REMAIN TO PROVIDE A SUITABLE SURFACE FOR NEW FINISHES.

D. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

E. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR

ARRANGED WITH THE GC.

F. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS

WHERE NEW WALL SURFACE MEETS EXISTING TO REMAIN.

G. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE

BY THE CONTRACTOR AND REPORTED TO THE COR AND ARCHITECT

FOR CONFIRMATION PRIOR TO FRAMING OF WALLS.

H. DIMENSIONS NOTED AS CLEAR OR CL'R ARE FINAL FINISHED WALL

SURFACE TO FINAL FINISHED WALL SURFACE, SEE FINISH SCHEDULE

AND VERIFY FINAL FINISH OF WALL PRIOR TO FRAMING.

I. REMOVE EXISTING FLOOR FINISHES SLATED FOR DEMOLITION TO SUB

FLOOR AND PREPARE FOR NEW FINISHES.

J. SALVAGE EXISTING DOORS AND HARDWARE FOR REUSE, RETURN

EXCESS DOORS AND HARDWARE TO VA.

K. SALVAGE EXISTING CASEWORK FOR REUSE, RETURN EXCESS

CASEWORK TO VA.

L. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO VA.

M. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO VA.

N. REFER TO SHEET G003 FOR ADDITIONAL PHASING INFORMATION AND

REQUIREMENTS.

GENERAL NOTES - ARCHITECTURAL DEMOLITION PLAN

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

'-4

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

CLINICAL

LABORATORY

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

WAITING

CLEAN

SUPPLY

WARD

DROP

BLOOD

DRAW

BLOOD

DRAW

BLOOD

DRAW

SPECIMEN

TLT

SPECIMEN

TLT

DRUG

TEST

DRUG TEST

TLT

STORAGE

SPECIMEN

PROC

CORRIDOR

SOILED

UTILITY

STAFF TLT

CORRIDOR

STAIR

STAIR #7

6'-0" CLR

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

3 3

33 3333

8 8 8

RECEPTION

WAITING

OFFICE

2055B

CLEAN

WORK RM

OFFICE

OFFICE

STAIR #7

SOILED

UTILITY

2055C

SPECIMEN

TLT

2049F SPECIMEN

TLT

2049G

CLINICAL

LABORATORY

6'-0" CLR

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

1'-5"

2'-10"

2' -8

CLINICAL

LABORATORY

FRIDGE

STORAGE

SOILED

UTILITY

2055C

RECEIVING

2055D

STORAGE

2055E

DRUG TEST

TLT

2049I

DRUG TEST

2049H

BLOOD

DRAW

BLOOD

DRAW

2049D

BLOOD

DRAW

2049B

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

TLT

2049F SPECIMEN

TLT

2049G

WAITING

CLEAN

SUPPLY

DROP OFF

OFFICE

OFFICE

CLEAN

WORK RM

2056 OFFICE

2055B

STAFF TLT

CORRIDOR

SPECIMEN

PROCESSING

STAIR #8

S8

STAIR #7

S7

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

DRUG TEST

TLT

2049I

STORAGE

2055E RECEIVING

2055D

SOILED

UTILITY

2055C

BLOOD

DRAW

2049D

DRUG TEST

2049H

BLOOD

DRAW

BLOOD

DRAW

2049B

WAITING

RECEPTION

STORAGE

2047A

STAFF TLT

2051OFFICE

OFFICE

CLEAN

WORK RM

2056 OFFICE

2055B

CLINICAL

LABORATORY

SPECIMEN

PROCESSING

FRIDGE

STORAGE

CLEAN

SUPPLY

DROP OFF

STAIR #8

S8

STAIR #7

S7

NORTH

KEYNOTES - ARCHITECTURAL DEMOLITION PLAN

1 DEMOLISH EXISTING CASEWORK

2 DEMOLISH EXISTING DOOR AND FRAME

3 DEMOLISH EXISTING SYSTEMS FURNITURE

4 DEMOLISH EXISTING PLUMBING FIXTURE. SEE PLUMBING DWGS

5 DEMOLISH EXISTING OVERHEAD PULL-DOWN SECURITY GRILLE

6 DEMOLISH EXISTING WINDOW

7 DEMOLISH EXISTING SIDELITE

8 DEMOLISH EXISTING GYPSUM BD & STUD FRAMING AS NEEDED TO

PERFORM IN-WALL DEMOLITION AND NEW WORK. COORDINATE EXTENTS

WITH MECHANICAL, ELECTRICAL, PLUMBING, AND TECHNOLOGY

DRAWINGS.

9 SALVAGE AND PROTECT EXISTING WATER PURIFICATION SYSTEM AND

TANKS FOR REINSTALLATION.

10 DEMOLISH EXISTING FLOORING AND WALL BASE. PREP STRUCTURAL SLAB

FOR NEW FLOORING.

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

/2

2/

:5 7:

P

M

AD102

SECOND FLOOR PLAN, ARCH.

DEMO, PHASES 0-3OTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 0

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 1

NORTH

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 2

NORTH

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 3

NORTH

0' 4' 8' 16'

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

INFECTION CONTROL CONSTRUCTION BARRIER - SEE

SHEET G002 FOR DETAILS. PROVIDE STARC SYSTEMS

FIREBLOCKWALL SYSTEM BARRIERS OR VA & ARCHITECT

APPROVED EQUAL.

TEMPORARY CORRIDOR PARTITION

EXISTING DOOR FROM PREVIOUS

CONSTRUCTION PHASE TO REMAIN

A. EXISTING BUILDING PLANS HAVE BEEN SHOWN ACCORDING TO

ORIGINAL BUILDING PLANS AND FIELD NOTES AND MEASUREMENTS.

EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY

CONTRACTORS AND DISCREPANCIES REPORTED TO THE COR AND

ARCHITECT PRIOR TO FRAMING.

B. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING

BUILDING AMENITIES NOT SLATED FOR DEMOLITION OR REMODELING.

EXISTING WALLS, PARTITIONS, FLOOR LINES AND DOORS AND FRAMES

THAT REMAIN ARE SHOWN IN CONTINUOUS LINE WEIGHT. THESE AND

EXISTING FLOOR AND WALL FINISHES THAT ARE SCHEDULED TO

REMAIN SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION

AND CONSTRUCTION. ANY SUCH EXISTING CONDITIONS WHICH ARE

DAMAGED OR BECOME UNSTABLE DUE TO OTHER DEMOLITION SHALL

BE REPLACED AT NO COST TO VA WITH NEW CONSTRUCTION TO

MATCH.

C. ALL EXISTING WALLS, PATCH FLUSH TO REPAIR EXISTING HOLES,

DAMAGED AREAS AND WHERE WALLS WERE PREVIOUSLY REMOVED,

OR UTILITY MODIFICATIONS WERE PERFORMED. PROVIDE NEW

FINISHES PER SCHEDULE. PATCH AND REPAIR EXISTING WALLS TO

REMAIN TO PROVIDE A SUITABLE SURFACE FOR NEW FINISHES.

D. GC SHALL PROVIDE AND MAINTAIN APPROPRIATE BARRICADES AND

SAFETY MEASURES IN AREAS OF CONSTRUCTION AT ALL TIMES.

E. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH

SUBCONTRACTOR UNLESS OTHERWISE STIPULATED BY OR

ARRANGED WITH THE GC.

F. PROVIDE GYPSUM BOARD CONTROL JOINTS AT ALL LOCATIONS

WHERE NEW WALL SURFACE MEETS EXISTING TO REMAIN.

G. ALL DIMENSIONS NOTED TO BE VERIFIED SHALL BE VERIFIED ON SITE

BY THE CONTRACTOR AND REPORTED TO THE COR AND ARCHITECT

FOR CONFIRMATION PRIOR TO FRAMING OF WALLS.

H. DIMENSIONS NOTED AS CLEAR OR CL'R ARE FINAL FINISHED WALL

SURFACE TO FINAL FINISHED WALL SURFACE, SEE FINISH SCHEDULE

AND VERIFY FINAL FINISH OF WALL PRIOR TO FRAMING.

I. REMOVE EXISTING FLOOR FINISHES SLATED FOR DEMOLITION TO SUB

FLOOR AND PREPARE FOR NEW FINISHES.

J. SALVAGE EXISTING DOORS AND HARDWARE FOR REUSE, RETURN

EXCESS DOORS AND HARDWARE TO VA.

K. SALVAGE EXISTING CASEWORK FOR REUSE, RETURN EXCESS

CASEWORK TO VA.

L. SALVAGE EXISTING PLUMBING FIXTURES FOR REUSE, RETURN

EXCESS FIXTURES TO VA.

M. SALVAGE EXISTING LIFE SAFETY EQUIPMENT, FIRE EXTINGUISHERS,

EXIT SIGNS, ETC. FOR REUSE, RETURN EXCESS EQUIPMENT TO VA.

N. REFER TO SHEET G003 FOR ADDITIONAL PHASING INFORMATION AND

REQUIREMENTS.

GENERAL NOTES - ARCHITECTURAL DEMOLITION PLAN

KEY PLAN - NTS

NORTH

BUILDING 400

AREA OF

WORK

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

2' -1

0" 1'

-6

'-2

12'-0"

13'-1"

STAIR #7

S7

OFFICE

2055B

SOILED

UTILITY

2055C

OFFICE

OFFICE

CLEAN

WORK RM

RECEPTION

WAITING

BLOOD

DRAW

DRUG TEST

2049H STORAGE

2055E

STAIR #8

S8

FRIDGE

STORAGE

RECEIVING

2055D

SPECIMEN

PROCESSING

DROP OFF

CLEAN

SUPPLY

STAFF TLT

CORRIDOR

CLINICAL

LABORATORY

BLOOD

DRAW

2049B

BLOOD

DRAW

2049D

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

TLT

2049F SPECIMEN

TLT

2049G

DRUG TEST

TLT

2049I

STORAGE

2047A

B C D E F

A x1 x2 x3 x4 xC xDxBxA xC.5 xE xF xG xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5

1.5

OFFICE

2055B

SOILED

UTILITY

2055C

OFFICE

OFFICE

CLEAN

WORK RM

RECEPTION

WAITING

BLOOD

DRAW

DRUG TEST

2049H STORAGE

2055E

FRIDGE

STORAGE

RECEIVING

2055D

SPECIMEN

PROCESSING

DROP OFF

CLEAN

SUPPLY

STAFF TLT

CORRIDOR

STORAGE

2047A

STAIR #8

S8

DRUG TEST

TLT

2049I

BLOOD

DRAW

2049D

BLOOD

DRAW

2049B

BLOOD

DRAW

2049A

BLOOD

DRAW

2049C

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

CLINICAL

LABORATORY

B C D E F

A x1 x2 x3 x4 xC xC xD xD xB xB xA xA xC.5 xE xF xG xG xH xH x4.3 x3.4 x2.8 x2.1 x1.8 x1.1 x5x5

1.5

NON-LAB

STAFF RM

2056 OFFICE

2055B

OFFICE

OFFICE

WAITING

STAFF TLT

STORAGE

2047A

SPECIMEN

PROC

SPECIMEN

TLT

2049F

SPECIMEN

TLT

2049G

BLOOD

DRAW

2049C

BLOOD

DRAW

2049A

BLOOD

DRAW

2049B

BLOOD

DRAW

2049D

DRUG TEST

WRK

2049H

DRUG TEST

TLT

2049I

STORAGE

2055E RECEIVING

2055D

SOILED

UTILITY

2055C

FRIDGE

STOR

CLINICAL

LABORATORY

CLEAN

STORAGE

DROP OFF

BLOOD

DRAW

CORRIDOR

KEYNOTES - ARCHITECTURAL DEMOLITION PLAN

1 DEMOLISH EXISTING SYSTEMS FURNITURE

2 DEMOLISH EXISTING CASEWORK

3 DEMOLISH EXISTING PLUMBING FIXTURE. SEE PLUMBING DWGS

4 DEMOLISH EXISTING VERTICAL RACEWAY

13890 Bishops Drive.

Suite 250 Brookfield, WI 53005

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

B

IM

T om ah

R ep la ce

C he m ic al A na ly ze r/

4_ T om ah

R ep la ce

C he m ic al A na ly ze r.

rv t

/2

2/

:5 7:

P

M

AD103

SECOND FLOOR PLAN, ARCH.

DEMO, PHASES 4-6OTIE

1033 N. Mayfair Rd. Suite 200

Milwaukee, WI 53226

REPLACE CHEMICAL ANALYZER

500 E VETERANS STREET, TOMAH, WI 54660

676-20-004

22 DEC 2021 KS TMO, ATF

BID DOCUMENTS

FULLY SPRINKLERED

21014

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 4

NORTH

0' 4' 8' 16'

NORTH

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL - PHASE 5

NORTH

0' 4' 8' 16'

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLAN, ARCHITECTURAL, PHASE 6

Revisions: Date:

SCHEMATIC DESIGN 35% 6 OCT 2021

DESIGN DEVELOPMENT 65% 29 OCT 2021

1. CONTRACTOR SHALL MAINTAIN REQUIRED PATHS OF EGRESS

FROM OCCUPIED AREAS OF EXISTING BUILDING AND AREA OF

WORK AT ALL TIMES.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS AT THE JOB SITE.

3. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE

TO ALL SPACES IN THE BUILDING. ANY DISRUPTION IN SERVICES

SHALL BE COORDINATED WITH THE OWNER.

4. CONTRACTOR SHALL PATCH ALL OPENINGS IN FLOOR, CEILING,

ROOF, AND WALLS WHICH REMAIN AFTER ALTERATIONS TO

BUILDING HAVE BEEN COMPLETED. PATCH TO MATCH EXISTING.

5. CONTRACTOR SHALL MODIFY SPRINKLER HEAD LOCATIONS AS

REQUIRED TO…