ATTACHMENT 3 - Drawings.pdf

ENGINEER, MECHANICAL

ARCHITECT

NAGEL Architects + Engineers 13100 watertown plank rd, #200 Elm Grove, WI 53122 Phone: 262.641.0746

FAX: 888.600.6207

Contact: Kenneth Shane E-mail: ken.shane@nagel.us

DESIGNER LIST AND STAMPS________________

OTIE

1033 N Mayfair Rd Suite 200 Milwaukee, WI 53226 Contact: Christopher Stipe, PE E-mail: cstipe@otie.com

CONSULTANT,

TECHNOLOGY

MES Group 550 North Reo Street Suite 203 Tampa, FL 33609 Contact: David Keith, PE E-mail: david.keith@MESGroupinc.com

OTIE

1033 N Mayfair Rd Suite 200 Milwaukee, WI 53226 Contact: Jeff Gawronski, PE E-mail: jgawronski@otie.com

ENGINEER, ELECTRICAL

CONSULTANT,

HAZARDOUS MATERIALS

The Reese Group 310 E Buffalo St Suite 106 Milwaukee, WI 53202 Contact: Tina Reese E-mail: treese@the-reese-group.com

ENGINEER, PLUMBING

OTIE

1033 N Mayfair Rd Suite 200 Milwaukee, WI 53226 Contact: Timothy Wendt, PE E-mail: twendt@otie.com

BLDG 407

5T H

S T

E ST

NORTHCOUNTY HWY E

TOMAH VA MEDICAL CENTER

500 E. Veterans St Tomah, WI 54660

CONTACT:

Robert Pidgeon, COR robert.pidgeon@va.gov 608-372-3971 Ext 64227

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 TAGX####

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

11 - PLUMBING - P

P001 PLUMBING GENERAL INFORMATION

PD100 BASEMENT/CRAWLSPACE PLAN, PLUMBING DEMOLITION

PD101 FIRST FLOOR PLAN, PLUMBING DEMOLITION

PD102 SECOND FLOOR PLAN, PLUMBING DEMOLITION

PD103 THIRD FLOOR PLAN, PLUMBING DEMOLITION

PD104 ATTIC FLOOR PLAN, PLUMBING DEMOLITION

P100 BASEMENT/CRAWLSPACE PLAN, PLUMBING

P101 FIRST FLOOR PLAN, PLUMBING

P102 SECOND FLOOR PLAN, PLUMBING

P103 THIRD FLOOR PLAN, PLUMBING

P104 ATTIC FLOOR PLAN, PLUMBING

P401 ENLARGED FLOOR PLANS, PLUMBING

P402 ENLARGED FLOOR PLANS, PLUMBING

P501 ISOMETRICS, PLUMBING

P502 DETAILS, PLUMBING

13 - MECHANICAL - M

M001 MECHANICAL GENERAL INFORMATION

MD103 THIRD FLOOR PLAN, MECHANICAL DEMOLITION

MD104 ATTIC FLOOR PLAN, MECHANICAL DEMOLITION

M100 BASEMENT/CRAWLSPACE PLAN, MECHANICAL

MH103 THIRD FLOOR PLAN, MECHANICAL DUCTWORK

MH104 ATTIC FLOOR PLAN, MECHANICAL DUCTWORK

MP103 THIRD FLOOR PLAN, MECHANICAL PIPING

MP104 ATTIC FLOOR PLAN, MECHANICAL PIPING

M401 ELEVATIONS AND ENLARGED PLANS, MECHANICAL

M501 DETAILS, MECHANICAL

M502 DETAILS, MECHANICAL

M511 DETAILS, MECHANICAL CONTROLS

M512 DETAILS, MECHANICAL CONTROLS

M601 SCHEDULES, MECHANICAL

14 - ELECTRICAL - E

E001 ELECTRICAL GENERAL INFORMATION

ED103 THIRD FLOOR PLAN, ELECTRICAL DEMOLTION

EL103 THIRD FLOOR PLAN, ELECTRICAL LIGHTING

EP100 BASEMENT/CRAWLSPACE PLAN, ELECTRICAL POWER

EP101 FIRST FLOOR PLAN, ELECTRICAL POWER

EP102 SECOND FLOOR PLAN, ELECTRICAL POWER

EP103 THIRD FLOOR PLAN, ELECTRICAL POWER

EP104 ATTIC FLOOR PLAN, ELECTRICAL

E601 ELECTRICAL PANEL SCHEDULES

E602 ELECTRICAL PANEL SCHEDULES

E603 ELECTRICAL DIAGRAMS

E604 ELECTRICAL DIAGRAMS

E605 ELECTRICAL SCHEDULES

E606 ELECTRICAL PARTIAL PLAN

FA001 FIRE ALARM GENERAL INFORMATION

FA103 THIRD FLOOR PLAN, FIRE ALARM

15 - TECHNOLOGY - T

TG001 SYMBOLS LEGEND AND NOTES

TG002 DETAILS

TD103 SPECIAL SYSTEMS THIRD FLOOR DEMOLITION PLAN

TS101 SPECIAL SYSTEMS PARTIAL SITE PLAN

TK103 SPECIAL SYSTEMS THIRD FLOOR NEW PLAN

TK104 SPECIAL SYSTEMS ATTIC FLOOR NEW PLAN

SHEET # SHEET NAME

00 - GENERAL - G

G001 COVER SHEET

G003 BUILDING CODE REVIEW & INFECTION CONTROL

G103 THIRD FLOOR PLAN, LIFE SAFETY

01 - ABATEMENT - H

H103 THIRD FLOOR PLAN, HAZARDOUS MATERIALS

07 - ARCHITECTURAL - A

AS101 SITE PLAN, ARCHITECTURAL

AD101 FIRST FLOOR PLAN, ARCHITECTURAL DEMOLITION

AD102 SECOND FLOOR PLAN, ARCHITECTURAL DEMOLITION

AD103 THIRD FLOOR PLAN, ARCHITECTURAL DEMOLITION

AD104 ATTIC FLOOR PLAN, ARCHITECTURAL DEMOLITION

A100 BASEMENT/CRAWLSPACE PLAN, ARCHITECTURAL

A101 FIRST FLOOR PLAN, ARCHITECTURAL

A102 SECOND FLOOR PLAN, ARCHITECTURAL

A103 THIRD FLOOR PLAN, ARCHITECTURAL

A104 ATTIC FLOOR PLAN, ARCHITECTURAL

A105 ROOF PLAN, ARCHITECTURAL

A106 ENLARGED FLOOR PLANS, ARCHITECTURAL

A113 THIRD FLOOR PLAN, REFLECTED CEILING

A133 THIRD FLOOR PLAN, WAYFINDING

A501 PARTITION TYPES & INTERIOR DETAILS

A601 DOOR AND FRAME SCHEDULE & DETAILS

A602 WINDOW & GLAZING PLAN, SCHEDULE, AND DETAILS

A701 TYPICAL DETAILS

08 - INTERIORS - I

I103 THIRD FLOOR PLAN, FINISH

I201 INTERIOR ELEVATIONS

09 - EQUIPMENT - Q

Q103 THIRD FLOOR PLAN, FF&E

Q401 ENLARGED FF&E PLANS

10 - FIRE PROTECTION - F

FP001 FIRE PROTECTION GENERAL INFORMATION

FD103 THIRD FLOOR PLAN, FIRE PROTECTION DEMOLITION

FP103 THIRD FLOOR PLAN, FIRE PROTECTION

FP104 ATTIC FLOOR PLAN, FIRE PROTECTION

FP501 DETAILS, FIRE PROTECTION

13100 watertown plank road suite 200 elm grove, wi 53122

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

C :\U se rs

\to m o\ D oc um en ts

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R M

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.o st er ga ar d@ na ge l.u s.

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7/

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P

M

EHRM TRAINING AND ADMIN SUPPORT SPACE

500 E. VETERANS STREET, BLDG #407

TOMAH, WI 54660

21007676-21-703

G001

COVER SHEET EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

FULLY SPRINKLERED

21007

BID DOCUMENTS

REVISION 01

SHEET INDEX ____________________

PROJECT SITE MAP___________________PROJECT LOCATION MAP______________STATION INFORMATIONPERSPECTIVE_______________________________________

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

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

HCT HOLLOW CLAY TILE

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______________________________________________________________________________________________________________________

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

BID DOCUMENTS 5 JULY 2021

BID DOCUMENTS REVISION 01 21 JULY 2021

DN

UPUP

2738A

2737 2739 2771 2773 2785 2784

2742 2744 2768 2770 2788

2774A7C26

7C25

2786 2784A

7C29

7C27

7C28 2782A2783

2709A

2709 2782

7C23

2738A

DN

7C

UP

UP UP

1701 1700

1701A

7C13

S5

1742C

1742B

0B

1742A

1737 1739 1741 1743 1767 1769 1799

S6 1742 1750A 1766 1768 1770 1772 S4 17887C19

7C17

7C15

7C14

7C11

1773 1775

4A

A

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 THRU SUSPENDED

CEILINGS TO DECK/FLOOR ABOVE. ALL IC BARRIERS TO BE CONSTRUCTED AS 1 HOUR

FIRE AND SMOKE RATED BARRIERS. EXCEPTION - AT EXISTING 1 HOUR RATED LATH

AND PLASTER CEILINGS CONSTRUCT IC BARRIER FROM FLOOR TO CEILING ABOVE.

SEE BARRIER DETAILS THIS SHEET.

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

SEE INFECTION CONTROL SPECIFICATION FOR DETAILED INFORMATION REGARDING

CONSTRUCTION TYPE DEFINITIONS AND INFECTION CONTROL PRECAUTIONS REQUIRED BY

EACH CONSTRUCTION RISK CLASS.

LEGEND - INFECTION CONTROL

CONSTRUCTION BARRIER; TYPE AS REQUIRED

BY INFECTION CONTROL RISK CLASS.

CAUTION

CONSTRUCTION

ZONE

T/FLOOR

0'-0"

B/CEILING

EXISTING

B/STRUCTURE

EXISTING

TAPE ALL EDGES

W/ DUCT TAPE

H.M. DOOR ON

H.M. FRAME, 1 HR

RATED W/SEALS

(PAINTED YELLOW)

HAND SANITIZER

TRIATEK MONITOR

ELECTRONIC

LOCK W/ CARD

READER

DOOR CLOSER

EXTEND PARTITION

TO B/O STRUCTURE

AND TAPE ALL

EDGES W/ DUCT

TAPE

RECORDS

STORAGE

STAIR

S6

STAIR

S4

MECH

G003

G003

STAIR

S6

CORRIDOR

7C33

STAIR

S4

G003 6 G003

W.C.

STORAGE

STAIR

S5

G003

G003

G003

G003

RM

RM

IT/DATA

OFFICE

W.C.

RM

STORAGE

C O

R R

ID

O

R 7C

C

O R

R

ID

O R

7C

IT/DATA

ROOM

OFFICE

SOILED

HOLD.

COPIER

S T

O R

TLT

2747A STAIR

S5

RM

RM

2762A

RM

G003

G003

ELEC

ELEC

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

\to m o\ D oc um en ts

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G003

BUILDING CODE REVIEW &

INFECTION CONTROL

EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

BUILDING CODE REVIEW

IBC CODE SECTION REQUIRED PROVIDED NFPA 101 SECTION REQUIRED PROVIDED

OCCUPANCY OR USE CLASSIFICATION

Single BUSINESS CHAPTER 6.1 NEW BUSINESS Accessory Occupancy [508.4] N/A N/A CHAPTER 6.1.14 N/A N/A Incidental Uses [Table 509] N/A N/A CHAPTER 6.2 N/A N/A

SPECIAL DETAIL REQUIREMENTS PER OCCUPANCY

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

TYPE OF CONSTRUCTION & LIMITS [TABLE 503]

Construction Class Type IIIB NFPA 220 Type 3 (200) Allowable Area 57,000 SF PER FLOOR EXISTING N/A Area Increase: Sprinkler N/A N/A N/A Area Increase; Frontage N/A N/A N/A Total Area w/ increases N/A N/A N/A Allowable Height N/A N/A N/A Height Modifications N/A N/A N/A Allowable # of Stories 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] EXISTING EXISTING N/A

FIRE SUPPRESSION SYSTEMS

Sprinkler Requirement NFPA 13 NFPA 13 N/A Alarm & Detection System Requirement NFPA 72 NFPA 72 N/A Monitoring Services AS REQ'D AS REQ'D Standpipe systems EXISTING EXISTING Portable fire extinguishers NFPA 10 SEE G103 NFPA 10 Smoke control systems N/A N/A

MEANS OF EGRESS PARAMETERS

Occupant Load [Table 1004.1.2] - BUSINESS USE 9706 GSF@150 GSF/PERSON =

65 PERSONS

[Table 7.3.1.2] 9706 GSF@150 GSF/PERSON =

65 PERSONS

Required Exit Capacities 33 PERSONS EACH 33 PERSONS EACH # of exits required [1006.2.2.1] 2 CHAPTER 7.4.1.1 2 Exit width 65 PERSONS@0.2"/PERSON =

13"; 44" MIN CORRIDOR WIDTH

SEE PROVIDED EGRESS

CHART G103

CHAPTER 7.3.4 65 PERSONS@0.2"/PERSON =

13"; 44" MIN CORRIDOR WIDTH

SEE PROVIDED EGRESS

CHART G103

Exit discharge SEE PROVIDED EGRESS

CHART G103

CHAPTER 7.7 SEE PROVIDED EGRESS

CHART G103

Door Hardware Requirements AS REQ'D CHAPTER 7.2 AS REQ'D Misc & Special Requirements PER CHAPTER 38 Stair Width 98 PERSONS@0.3"/PERSON =

29.4"

44" EXISTING CHAPTER 7.2.2 98 PERSONS@0.3"/PERSON =

29.4"

44" EXISTING

Common path of travel 100' SEE COMMON PATH CHART

SHEET G103

PER CHAPTER 38 100'

Travel distance to Exits 300' SEE TRAVEL DISTANCE

CHART SHEET G103

PER CHAPTER 38 300'

Stair enclosure <3 STORIES: 1 HR FIRE

RESISTANCE

AS REQ'D & EXISTING CHAPTER 7.2.2.5 <3 STORIES: 1 HR FIRE

RESISTANCE

AS REQ'D AND EXISTING

Vertical openings <3 STORIES: 1 HR FIRE

RESISTANCE

AS REQ'D & EXISTING <3 STORIES: 1 HR FIRE

RESISTANCE

AS REQ'D AND EXISTING

Accessible means of egress 1 PER ACCESSIBLE AREA AS REQ'D & EXISTING CHAPTER 7.5.4 1 PER ACCESSIBLE AREA AS REQ'D AND EXISTING Emergency lightning SEE LIGHTING PLAN SEE LIGHTING PLAN CHAPTER 7.8-9 Dead End Corridor 50' MAX SEE LIFE SAFETY PLAN 50' MAX SEE LIFE SAFETY PLAN Mezzanine w/o sprinkler N/A N/A CHAPTER 8.6.10 N/A N/A

OTHER ARCHITECTURAL ELEMENTS

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

FIRE PERFORMANCE REQUIREMENTS [TABLE 601] NFPA 220 [Table 4.1.1] Columns 0 EXISTING 0 EXISTING Floor 0 EXISTING 0 EXISTING Roof 0 EXISTING 0 EXISTING Roof Covering CLASS C EXISTING CLASS C EXISTING Exterior Walls 2 HR EXISTING 2 HR EXISTING Interior Bearing Walls 0 N/A 0 N/A Fire Walls N/A N/A N/A N/A Opening Protectives N/A N/A [Table 8.3.3.2.2] N/A N/A Other partitions 0 AS REQ'D 0 AS REQ'D Corridors [1020.1] 0 0 PER CHAPTER 38 0 0 Exit passageways N/A N/A N/A N/A Vertical exit enclosures <3 STORIES: 1 HR FIRE

RESISTANCE

EXISTING <3 STORIES; 1 HR FIRE

RESISTANCE

EXISTING

Vertical shafts <3 STORIES: 1 HR FIRE

RESISTANCE

EXISTING <3 STORIES; 1 HR FIRE

RESISTANCE

EXISTING

Penthouse Walls EXISTING EXISTING EXISTING EXISTING Penthouse Roof EXISTING (CLASS C) MATCH EXISTING EXISTING MATCH EXISTING Storage Rooms N/A N/A N/A N/A Occupancy separations N/A N/A [Table 6.1.14.4.1] N/A N/A Hazardous areas N/A N/A CHAPTER 6.2 N/A N/A Accessible means of egress [1009.1.2] 1 PER ACCESSIBLE AREA AS REQ'D other N/A N/A

SMOKE COMPARTMENT N/A N/A

ATTIC REQUIREMENTS

-Access EXISTING EXISTING -Smoke separations EXISTING EXISTING

CONSTRUCTION MATERIALS - FINISHES

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

ENERGY EFFICIENCY REQUIREMENTS

Energy Conservation:

Insulation Above Deck N/A N/A N/A Walls Above Grade, Wood Framed N/A N/A N/A Walls Below Grade N/A N/A N/A Floors, Mass N/A N/A N/A Slab-on-grade Floors, Heated N/A N/A N/A Opaque Doors N/A N/A N/A Vertical Fenestration, Fixed U-FACTOR 0.36 MIN; SHGC

0.40 MIN

AS REQ'D N/A

Vertical Fenestration, Operable U-FACTOR 0.43 MIN; SHGC

0.40 MIN

AS REQ'D N/A

Vertical Fenestration, Entrance Doors N/A N/A N/A Skylights N/A N/A N/A

MEP REQUIREMENTS

Lighting NATURAL: 8% OF FLOOR

SERVED -OR- ARTIFICIAL: 10

FOOT CANDLES OVER AREA

AT 30" AFF

EXISTING N/A

Water Closets (2) PER GENDER (3) PER GENDER N/A Lavatories (2) PER GENDER (3) PER GENDER N/A Bathtubs/Showers N/A N/A N/A Drinking Fountains 1 BOTTLE FILLING STATION

PROVIDED

N/A

Other (mop basin) 1 ELSEWHERE IN EXISTING

BLDG

N/A

3/8" = 1'-0"

INFECTION CONTROL BARRIER DETAIL

1/32" = 1'-0"

THIRD FLOOR PLAN, INFECTION CONTROL

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

1/32" = 1'-0"

SECOND FLOOR PLAN, INFECTION CONTROL

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

1/32" = 1'-0"

FIRST FLOOR PLAN, INFECTION CONTROL

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

3/32" = 1'-0"

ENLARGED INFECTION CONTROL PLAN

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

FIRE BARRIER, 1 HR

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

GROSS AREA BOUNDARY

ROOM NAME

AREA

OCCU TYPE - LOAD

42"

SUITE, SIZE AS NOTED

AREA ABOVE OCCUPANCY HAZARD

FE SEMI-RECESSED FIRE EXTINGUISHER CABINET

522 SF

CLASSROOM

690 SF

COMMAND

256 SF

PLAN/PREP

356 SF

CERNER

ARCHITECTS

228 SF

HELP DESK

206 SF

IT/DATA

930 SF

CLASSROOM

579 SF

CLASSROOM

198 SF

LOUNGE/NOURISH

198 SF

W.C., MEN'S

237 SF

W.C., WOMEN'S

CORRIDOR

7C32

CORRIDOR

7C31

CORRIDOR

7C33

357 SF

CLASSROOM

221 SF

CONFERENCE

142 SF

WAITING

435 SF

CLASSROOM

63 SF

ELEC

29 SF

FP

3709A

1133 SF

CERNER

ADMIN

190 SF

MECH

STAIR

S6

STAIR

S4

ELEC

DATA

3721A

RECORDS

STORAGE

ELEVATOR

87 SF

ELEV LOBBY

P A

T H

P A

T H

P A

T H

A

SUITE

1810 SF

P A

T H

BP

A

T H

PATH 2

S6 S4 34" 34"

C O

R R

ID

O

R 7C

FE FE

FE

FE

62 1/2"

9706 SF

NEW BUSINESS

OCCUPANCY

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

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G103

THIRD FLOOR PLAN, LIFE SAFETY EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

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

NEW BUSINESS OCCUPANCY 9706 SF B - BUSINESS BUSINESS AREA 150 65

9706 SF 65

COMMON PATH OF

EGRESS TRAVEL

PATH A

63'-5"

PATH B

69'-8"

EXIT ACCESS TRAVEL

DISTANCE

PATH 1

154'-6"

PATH 2

134'-2"

PROVIDED EGRESS WIDTH

DOOR NO. EGRESS WIDTH

S4 34" S6 34" Total Provided Egress Width 68"

1/8" = 1'-0"

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

NORTH

1/32" = 1'-0"

THIRD FLOOR OCCUPANCY PLAN

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

1 1

1 1 1

1 1 1

1 1 1

1 1

2 2

2 2 2

2 2 2

2 2 2 2

2 2 2222

4 4

4 4

6 6 6 6

6 6 6

6 6 6 6

666666

6 6

EXERCISE

DAYROOM

MECH

BEDROOM

SHOWER

3715 BEDROOM

LAUNDRY

MEN'S W.C.

H.A.C.

FP

3736A

BEDROOM

LOUNGE

BEDROOM

BEDROOM

BEDROOM

BEDROOM

STOR

BEDROOM

TLT

STOR

STOR

37493749A

STORAGE

TLT

BEDROOM

TLT

BEDROOM

BEDROOM

BEDROOM

BEDROOM

BEDROOM

SOCIAL WORK

ELEC

SOCIAL WORK

IT

3772A

TLT

3744ASTAIR

S6

STAIR

S4

CORR

7C31

CORR

7C32

CORR

7C33

CORR

7C36

CORR

7C37

RECORDS

STORAGE

OFFICE

3752A

CORR

7C38

A. ACCORDING TO THE LEAD IN PAINT RESULTS OF THE COADED

SURFACES EVALUATED, LEAD IN PAINT WAS PREVALENT ON 3RD

FLOOR. CURRENTLY THE WISCONSIN DEPARTMENT OF NATURAL

RESOURCES (WDNR) ALLOWS THE DISPOSAL OF BUILDING

MATERIALS BEARING LEAD BASED PAINT ("LBP") IN C & D LANDFILLS

PROVIDED THE LBP IS INTACT AND SECURELY AFFIXED TO THE

SUBSTRATE TO WHICH IT WAS APPLIED. DETERIORATED LBP

SHOULD BE REMOVED AND/OR STABILIZED (ENCAPSULATED PRIOR

TO BEING IMPACTED BY DEMOLITION ACTIVITIES. REMOVED PAINT

WASTES SHOULD BE PROFILED (FOR POTENTIALLY HAZARDOUS

WASTE DISPOSAL REQUIREMENTS) AND PROPERLY DISPOSED OF

IF THEY ARE TO BE IMPACTED BY DEMOLITION ACTIVITIES. IF

BUILDING MATERIALS BEARING LBP ARE GOING TO BE RECYCLED

OR USED AS "CLEAN" FILL (SUCH AS THE CINDER BLOCK AND THE

CERAMIC TILES IN THE BATHROOMS) THE LEAD COATINGS MUST BE

REMOVED PRIOR TO RECYCLING OR THEIR USE AS "CLEAN" FILL.

B. IT SHOULD BE NOTED THAT UNDAMAGED LBP MAY BE PRESENT ON

UNTESTED BUILDING MATERIALS AND THAT FURTHER TESTING OF

THESE SURFACES MAY BE NECESSARY BASED ON RENOVATION

TECHNIQUES AND POTENTIAL LEAD EXPOSURES. IN ACCORDANCE

WITH OSHA REGULATIONS, SAMPLING RESULTS WILL BE PROVIDED

TO THE CONTRACTOR COMPLETING ACTIVITIES THAT WILL

DISTURB ANY PAINT OR OTHER COATED SURFACES POTENTIALLY

CONTAINING LEAD SO POTENTIAL LEAD EXPOSURE ASSESSMENT

CAN BE COMPLETED. WHERE LEAD IS PRESENT, IT SHOULD BE

ASSUMED THAT WORKERS WILL BE EXPOSED TO LEAD ABOVE THE

ACTION LEVEL AND PERSONAL PROTECTIVE MEASURES SHOULD

BE IMPLEMENTED UNTIL AN EXPOSURE ASSESSMENT IS

COMPLETED IN ACCORDANCE WITH OSHA REGULATION 29 CFR

1926.62.

C. THE FOLLOWING HAZARDOUS/SPECIAL WASTES DURING THE

ASSESSMENT THAT SHOULD BE REMOVED FROM THE 3RD FLOOR

OF THE BUILDING PRIOR TO RENOVATION AND BE DISPOSED OF

PROPERLY IF THEY ARE IMPACTED BY RENOVATION:

D. SAMPLES OF THE FOLLOWING MATERIALS CONTAINED LESS THAN

(<) 1% ASBESTOS WERE VERIFIED IN ACCORDANCE WITH

WISCONSIN DEPARTMENT OF NATURAL RESOURCES ("WDNR") BY

POLARIZED LIGHT MICROSCOPY ("PLM") POINT COUNT

METHODOLOGIES: DRYWALL SYSTEMS, DRYWALL JOINT

COMPOUND, AND MARBLE PANEL GROUT.

E. AN ASBESTOS CONTAINING MATERIAL ("ACM") IS DEFINED AS A

MATERIAL THAT CONTAINS GREATER THAN (>) 1 PERCENT (%)

ASBESTOS BY LABORATORY PLM ANALYSIS. ACCORDING TO THE

WDNR, WISCONSIN DEPARTMENT OF HEALTH SERVICE (" WDHS")

AND THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

("USEPA") MATERIALS CONTAINING 1% ASBESTOS OR LESS BY

STANDARD PLM MUST BE VERIFIED BY PLM POINT COUNT

ANALYSIS. THE COMPOSTED SAMPLES OF THE DRYWALL SYSTEM

AND MARBLE PANEL GROUT WERE FOUND TO CONTAIN LESS THAN

(<) 1% ASBESTOS BY POINT COUNT ANALYSIS.

F. MATERIALS CONTAINING LESS THAN (<) 1% ASBESTOS, SUCH AS

THE DRYWALL JOINT COMPOUND, DRYWALL SYSTEM AND MARBLE

PANEL GROUT, MAY NOT BE REGULATED (EITHER THE REMOVAL

OR WASTE DISPOSAL) BY THE WDNR OR WDHS. HOWEVER, AT

LEAST PORTIONS OF THE OSHA ASBESTOS IN CONSTRUCTION

STANDARD (1926.1101) STILL APPLY WHEN THESE MATERIALS ARE

DISTURBED.

G. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT

ACCORDANCE WITH ALL APPLICABLE GENERAL STATE AND LOCAL

REGULATIONS, STANDARDS AND CODES GOVERNING ASBESTOS

ABATEMENT, LEAD BASED PAINT WORK PRACTICES, AND ANY

OTHER TRADE WORK DONE IN CONJUNCTION WITH THE ASBESTOS

ABATEMENT.

H. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

AVOID CREATION OF LEAD FUMES, INCLUDING THE USE OF LOW-

TEMPERATURE DEMOLITION METHODS FOR EXISTING DOORS AND

WINDOWS.

I. CONTRACTOR SHALL ISOLATE HVAC SYSTEMS IN AREA OF

ABATEMENT FROM ALL OTHER AREAS OF BUILDING.

GENERAL NOTES - HAZARDOUS MATERIALS PLAN

• APPROXIMATELY EIGHTY-ONE (81) LIGHT FIXTURES

CONTAINING ONE HUNDRED FIFTY-NINE (159) BALLASTS.

UNLESS LABELED AS "NON-PCB" THE BALLASTS SHOULD

BE ASSUMED TO CONTAIN PCBS AND BE DISPOSED OF AS

HAZARDOUS WASTE.

• APPROXIMATELY THREE HUNDRED-TWENTY-FIVE (325)

FLUORESCENT LIGHT BULBS OF VARIOUS SIZES.

FLUORESCENT LIGHT BULBS CONTAIN MERCURY.

• APPROXIMATELY TWELVE (12) EMERGENCY LIGHTS/EXIT

LIGHTS THAT MAY CONTAIN HEAVY METALS.

• APPROXIMATELY FOURTEEN (14) DOOR CLOSERS THAT

MAY CONTAIN OILS. THESE OILS MAY CONTAIN PCBS AND

SHOULD BE TESTED FOR PCB CONTENT AND PROPERLY

DISPOSED.

• APPROXIMATELY FIVE (5) SMOKE ALARMS. THESE ITEMS

MAY CONTAIN RADIOACTIVE MATERIALS.

LEGEND - HAZARDOUS MATERIALS PLAN

KEYNOTES - HAZARDOUS MATERIALS PLAN

1 ASBESTOS CONTAINING VINYL ASBESTOS TILE & MASTIC PRESENT

2 ASBESTOS CONTAINING CAULK PRESENT

3 ASBESTOS CONTAINING PIPE FITTING MATERIALS AND/OR NON-

FIBERGLASS ASBESTOS CONTAINING THERMAL SYSTEMS

INSULATION MATERIAL PRESENT

4 INACCESSIBLE CEILING OR CHASE. ASBESTOS CONTAINING PIPE

FITTING MATERIALS AND/OR NON-FIBERGLASS ASBESTOS

CONTAINING THERMAL SYSTEMS MATERIAL MAY BE PRESENT.

5 ASSUMED ASBESTOS CONTAINING FIRE RATED DOOR

6 'TRANSITE' ASBESTOS CONTAINING CEMENT PANEL PRESENT

BEHIND EXISTING BELOW-WINDOW METAL RADIATOR ENCLOSURE

AND RADIATOR.

ASBESTOS CONTAINING GRAY EXTERIOR WINDOW CAULK -

APPROX. FIFTY-TWO (52) SQFT.

ASBESTOS CONTAINING 12"X12" FLOOR TILE WITH MASTIC -

APPROXIMATELY SEVEN THOUSAND ONE HUNDRED

NINETY NINE (7,199) SQFT.

ASBESTOS CONTAINING PIPE INSULATION (NON-

FIBERGLASS) & HARD PIPE FITTINGS - APPROXIMATELY

FIFTY-FOUR (54) LINEAR FEET VISIBLE. PLEASE NOTE THAT

ADDITIONAL QUANTITIES OF NON-FIBERGLASS PIPE

INSULATION AND FITTINGS ARE LIKELY PRESENT IN

SEALED WALL AND CEILING CAVITIES AS WELL AS SEALED

PIPE CHASES.

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

\to m o\ D oc um en ts

\2

_T om ah

E H

R M

_T om

.o st er ga ar d@ na ge l.u s.

rv t

7/

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:2

P

M

H103

THIRD FLOOR PLAN, HAZARDOUS

MATERIALS

EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

1/8" = 1'-0"

THIRD FLOOR PLAN, HAZARDOUS MATERIALS 0' 4' 8' 16'

NORTH

Revisions: Date:

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

NOT USED

LEGEND - SITE PLAN

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. COORDINATE LIFT AND/OR CRANE OPERATING SCHEDULE WITH

VA FOR AFTER HOURS WEEKEND WORK, AS FACILITY

PROTOCOLS REQUIRE EVACUATION OF FIRST AND SECOND

FLOOR AREAS DURING USE. REFER TO SPECIFICATION SECTION

01 35 26.

6. 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.

7. 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.

8. TEMPORARY CONSTRUCTION FENCE SHALL BE CHAIN LINK. SEE

DETAIL THIS SHEET. PROVIDE PERSONNEL AND EQUIPMENT

GATES WITH LOCKING STRONG ARM AS NEEDED.

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

10. CONTRACTOR SHALL CONFIRM THAT SOIL BEARING CAPACITY AT

LOCATION OF EQUIPMENT PAD IS SUFFICIENT TO SUPPORT PAD

AND CHILLER UNIT PRIOR TO ANY SITE WORK RELATED TO PAD

OR CHILLER IS PERFORMED.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND

PRESERVATION OF ANY EXISTING BURIED UTILITIES IN THE AREA

OF WORK, AND FOR COMPLIANCE WITH WISCONSIN STATUTE

182.0175.

GENERAL NOTES - SITE PLAN

BLDG 407

EXISTING

PARKING

EXISTING

PARKING

EXISTING BLDG

CONNECTOR

EXISTING BLDG

CONNECTOR

EXISTING TRANSFORMER

R A

M P

EXISTING UNDERGROUND

FUEL STORAGE

PROPOSED

CONTRACTOR

ACCESS TO BLDG

AS101

3 4

12" CONC PAD ON 24"

COMPACTED FREE-DRAINING FILL.

SEE GENERAL NOTE 10.

CHILLER UNIT FOR NEW AHU

IN ATTIC. SEE MECH DWGS.

4' -6

/4

6'

-0

'-3

7"

3/

4" 4'

-4

4' -2

3'

-1

/2

3' -2

4'

-5

4X EXT TREATED CEDAR WD

POST, TYP

EXISTING BUILDING WALL

1'-3" 3'-4"

1' -8

2'

-9

16'-11 1/2"

4'-1 1/2" 4'-1 1/2" 4'-1 1/2" 4'-1 1/2" 2 3/4"+/- 7'-6" 2 3/4"

DOUBLE DOOR ACCESS GATE; 1X6

EXT TREATED CEDAR FENCING

BOARDS ON 2X FRAME. PROVIDE

HARDWARE SET HW-G7 AS SPEC.

AS1013

AS101

AS101

AS101 4

SIM

2' -7

2'

-7

4" CONC WALK ON 4" GRANULAR FILL.

T/O SLAB 2" ABOVE EXISTING GRADE.

PROVIDE CONT COMPRESSIBLE FILLER

STRIP BETWEEN WALK AND PAD.

CORE CONC AND INSTALL/GROUT IN

PLACE STL PIPE AS REQ'D TO RECEIVE

DOOR CANE BOLTS. INSTALL T/O PIPE

FLUSH WITH T/O CONC. COORD EXACT

LOCATIONS W/ DOOR HARDWARE MFR.

GRAVEL MOW STRIP

CONC EMBED AS REQ'D FOR GATE

STOP STL PIPE, TYP. COORD EXACT

LOCATIONS AND HEIGHTS ABOVE

GRADE W/ DOOR HARDWARE MFR

NOTE: CONTRACTOR SHALL COORDINATE EXACT SIZE OF ENCLOSURE

WITH SIZE AND REQUIRED CLEARANCES OF APPROVED CHILLER UNIT.

SIZE AND CLEARANCES SHOWN ARE BASIS OF DESIGN ONLY.

3'-4" 1'-6"

2" 7'

-0

6"

1X6 EXT TREATED

CEDAR FENCING

BOARDS, TYP

EXISTING BLDG WALL

EXISTING GRADE

1X6 EXT TREATED

CEDAR FENCING

BOARDS, TYP

6" 7'

-0

2"

3' -6

M

IN

6"

4X4 EXT TREATED

CEDAR WD POST, TYP

1X6 EXT TREATED CEDAR

FENCING BOARDS @ 6" O.C.

CENTER AND BURY

POST IN 12" DIA CONC

12" CIP PAD

#6 @ 12" OC EACH

WAY AT MID-DEPTH

4" 8"

24" COMPACTED FREE DRAINING

FILL; EXTEND 24" OUT FROM SLAB

EDGE ALL SIDES. FILL AROUND

POST EMBEDS AS NEEDED.

GRAVEL MOW STRIP

W/ CONT BLACK RIGID

PVC EDGE SYSTEM

LAWN - RESEED TO MATCH

EXISTING AS REQ'D

+/- 6"

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

3'

-0

4' -0

M

IN

4'-0"

4X4 EXT TREATED WD

POSTS IN POST HOLES

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 POSTS USING

WOOD SCREWS AND LAG BOLTS AS REQ'D.

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 PLAN

1 APPROXIMATE PROPOSED CONTRACTOR LAY-DOWN AREA. SEE

GENERAL NOTES THIS SHEET FOR FENCING REQUIREMENTS

2 PROPOSED CRANE LOCATION 1

3 PROPOSED CRANE LOCATION 2

4 PROPOSED CONTRACTOR DUMPSTER AREA. PROVIDE CHUTE

FROM AREA OF WORK TO DUMPSTER; COORDINATE EXACT

CHUTE LOCATION FROM WORK AREA TO DUMPSTER WITH COR.

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

\to m o\ D oc um en ts

\2

_T om ah

E H

R M

_T om

.o st er ga ar d@ na ge l.u s.

rv t

7/

/2

2:

:2

P

M

AS101

SITE PLAN, ARCHITECTURAL EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

0' 4' 8' 16'

NORTH

1" = 20'-0"

SITE PLAN, ARCHITECTURAL

1/4" = 1'-0"

ENLARGED SITE PLAN, CHILLER UNIT

1/4" = 1'-0"

WOOD FENCE ELEVATION, EAST

1/4" = 1'-0"

WOOD FENCE ELEVATION, NORTH (WEST SIM)

3/4" = 1'-0"

WOOD FENCE SECTION, TYPICAL

1/2" = 1'-0"

CONSTRUCTION FENCE DETAIL

3/4" = 1'-0"

CONSTRUCTION SIGN DETAIL

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

UP

UP UP

1701 1700

1701A

7C13

S5

1742C

1742B

B

1742A

1737 1739 1741 1743 1767 1769 1799

S6 1742 1750A 1766 1768 1770 1772 S4 17887C19

7C17

7C15

7C14

7C11

1773 1775

A

AREA FOR REPLACEMENT OF PLUMBING RISERS FROM BASEMENT

TO THIRD FLOOR. ACT SYSTEM TO BE REMOVED AS NEEDED TO

PERFORM WORK. REMOVE AND PROTECT ALL EXISTING CEILING

MOUNTED ITEMS. SEE PLUMBING DEMO DWGS FOR DETAILS.

ELEC

NO ARCH.

DEMOLITION

THIS RM. SEE

NEW WORK.

OPEN TO

BASEMENT

BELOW

EXISTING ABANDONED

TELEPHONE CONDUIT TO

REMAIN

A. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR

AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL

AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS

ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN

CONDITIONS OR DISCREPANCIES FROM THE DOCUMENTATION

THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF

OTHERS. ANY UNFORESEEN CONDITIONS OR DISCREPANCIES

DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED AND

COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO

SHALL IN TURN DOCUMENT AND PROMPTLY REPORT ANY SUCH

CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON HOW

TO PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

B. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN

PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE

BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE

NEW CONSTRUCTION EFFORTS. WHERE PRACTICABLE, AND WITH

THE VA/COR'S APPROVAL, THE CONTRACTOR MAY ELECT TO

REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING

THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND

REINSTALL THE ITEMS WHEN APPLICABLE. IN NO CASE SHALL ANY

LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE COMPROMISED

BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF

WORK, FOR THE CONVENIENCE OF THE CONTRACTOR, THAT WERE

NOT PROPERLY REPLACED IN KIND WITH A SIMILAR PROPERLY

OPERATING TEMPORARY DEVICE.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PATCH,

REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL

CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE

AND FINISHES DAMAGED BY THE PROJECT DEMOLITION,

TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE

MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC.

BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

D. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE

MEASURES AS REQUIRED BY THE PROJECT DOCUMENTS, VA

FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA

REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL

AUTHORITIES, NFPA REQUIREMENTS, THE VA/COR AND ALL OTHER

REGULATORY AGENCIES AND VA AUTHORITIES HAVING

JURISDICTION OVER THIS PROJECT.

E. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH

WORK OF HAZARDOUS MATERIALS ABATEMENT. REFERENCE

HAZARDOUS MATERIALS PLANS AND ABATEMENT SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

F. CONTRACTOR SHALL FILL LEVEL WITH ADJACENT ANY AND ALL

DEPRESSIONS, INDENTATIONS, OR HOLES EXPOSED IN EXISTING

CONCRETE FLOOR SLAB AS A RESULT OF DEMOLITION WORK.

G. CONTRACTOR SHALL VERIFY LOCATION AND EXTENT OF ALL

EXISTING HOLLOW CLAY TILE PARTITIONS WITHIN SCOPE OF WORK

PRIOR TO BEGINNING DEMOLITION.

H. SALVAGE EXISTING LIFE SAFETY EQUIPMENT AND SIGNAGE FOR

REUSE. RETURN EXCESS EQUIPMENT TO VA.

I. REMOVE AND PROTECT ALL EXISTING RADIATORS AND GRILLE

COVERS AT BUILDING PERIMETER. ABATEMENT CONTRACTOR TO

REMOVE ALL EXISTING METAL FLANGES AT EDGES OF RADIATOR

OPENINGS AND ALL 'TRANSITE' PANELS BEHIND EXISTING

RADIATORS. SALVAGE ALL METAL RADIATOR FLANGES AND

DISPOSE OF TRANSITE PANELS. MARK RADIATORS AND GRILLES

SUCH THAT EACH CAN BE REPLACED IN ITS ORIGINAL LOCATION.

SEE MECHANICAL AND ABATEMENT DRAWINGS FOR RADIATOR

LOCATIONS AND ADDITIONAL INFORMATION.

GENERAL NOTES - DEMOLITION PLAN

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

1/8" = 1'-0"

FIRST FLOOR PLAN, ARCHITECTURAL DEMOLITION

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

\to m o\ D oc um en ts

\2

_T om ah

E H

R M

_T om

.o st er ga ar d@ na ge l.u s.

rv t

7/

/2

1:

:2

P

M

AD101

FIRST FLOOR PLAN,

ARCHITECTURAL DEMOLITION

EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

0' 4' 8' 16'

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

BID DOCUMENTS 5 JULY 2021

KEYNOTES - DEMOLITION PLAN

DN

UPUP

2738A

2737 2739 2771 2773 2785 2784

2742 2744 2768 2770 2788

2774A7C26

7C25

2786 2784A

7C29

7C27

7C28 2782A2783

2709A

2709 2782

7C23

STORAGE

RM

W.C.

CORRIDOR

7C22

CORRIDOR

7C21

IT/DATA

ROOM

SOILED

HOLD.

STOR

COPIER

OFFICE

RM

RM

2762A

STAIR

S5

TLT

2747A

RM

EXPOSED TO

STRUCTURE ABOVE

A. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR

AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL

AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS

ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN

CONDITIONS OR DISCREPANCIES FROM THE DOCUMENTATION

THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF

OTHERS. ANY UNFORESEEN CONDITIONS OR DISCREPANCIES

DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED AND

COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO

SHALL IN TURN DOCUMENT AND PROMPTLY REPORT ANY SUCH

CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON HOW

TO PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

B. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN

PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE

BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE

NEW CONSTRUCTION EFFORTS. WHERE PRACTICABLE, AND WITH

THE VA/COR'S APPROVAL, THE CONTRACTOR MAY ELECT TO

REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING

THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND

REINSTALL THE ITEMS WHEN APPLICABLE. IN NO CASE SHALL ANY

LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE COMPROMISED

BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF

WORK, FOR THE CONVENIENCE OF THE CONTRACTOR, THAT WERE

NOT PROPERLY REPLACED IN KIND WITH A SIMILAR PROPERLY

OPERATING TEMPORARY DEVICE.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PATCH,

REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL

CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE

AND FINISHES DAMAGED BY THE PROJECT DEMOLITION,

TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE

MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC.

BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

D. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE

MEASURES AS REQUIRED BY THE PROJECT DOCUMENTS, VA

FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA

REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL

AUTHORITIES, NFPA REQUIREMENTS, THE VA/COR AND ALL OTHER

REGULATORY AGENCIES AND VA AUTHORITIES HAVING

JURISDICTION OVER THIS PROJECT.

E. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH

WORK OF HAZARDOUS MATERIALS ABATEMENT. REFERENCE

HAZARDOUS MATERIALS PLANS AND ABATEMENT SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

F. CONTRACTOR SHALL FILL LEVEL WITH ADJACENT ANY AND ALL

DEPRESSIONS, INDENTATIONS, OR HOLES EXPOSED IN EXISTING

CONCRETE FLOOR SLAB AS A RESULT OF DEMOLITION WORK.

G. CONTRACTOR SHALL VERIFY LOCATION AND EXTENT OF ALL

EXISTING HOLLOW CLAY TILE PARTITIONS WITHIN SCOPE OF WORK

PRIOR TO BEGINNING DEMOLITION.

H. SALVAGE EXISTING LIFE SAFETY EQUIPMENT AND SIGNAGE FOR

REUSE. RETURN EXCESS EQUIPMENT TO VA.

I. REMOVE AND PROTECT ALL EXISTING RADIATORS AND GRILLE

COVERS AT BUILDING PERIMETER. ABATEMENT CONTRACTOR TO

REMOVE ALL EXISTING METAL FLANGES AT EDGES OF RADIATOR

OPENINGS AND ALL 'TRANSITE' PANELS BEHIND EXISTING

RADIATORS. SALVAGE ALL METAL RADIATOR FLANGES AND

DISPOSE OF TRANSITE PANELS. MARK RADIATORS AND GRILLES

SUCH THAT EACH CAN BE REPLACED IN ITS ORIGINAL LOCATION.

SEE MECHANICAL AND ABATEMENT DRAWINGS FOR RADIATOR

LOCATIONS AND ADDITIONAL INFORMATION.

GENERAL NOTES - DEMOLITION PLAN

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

1/8" = 1'-0"

SECOND FLOOR PLAN, ARCHITECTURAL DEMOLITION 0' 4' 8' 16'

13100 watertown plank road suite 200 elm grove, wi 53122

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:

C :\U se rs

\to m o\ D oc um en ts

\2

_T om ah

E H

R M

_T om

.o st er ga ar d@ na ge l.u s.

rv t

7/

/2

1:

:2

P

M

AD102

SECOND FLOOR PLAN,

ARCHITECTURAL DEMOLITION

EHRM TRAINING AND ADMIN

SUPPORT SPACE

500 E. VETERANS STREET, TOMAH, WI 54660

676-21-703

21 JULY 2021 KS TMO

BID DOCUMENTS

REVISION 01

FULLY SPRINKLERED

21007

NORTH

Revisions: Date:

SCHEMATIC DESIGN 35% 21 MAY 2021

DESIGN DEVELOPMENT 65% 4 JUNE 2021

CONSTRUCTION DOCUMENTS 95% 21 JUNE 2021

BID DOCUMENTS 5 JULY 2021

BID DOCUMENTS REVISION 01 21 JULY 2021

KEYNOTES - DEMOLITION PLAN

1 EXISTING GYPSUM BD CEILING THIS ROOM, TO BE DEMOLISHED AS

REQ'D TO PERFORM ABOVE-CEILING WORK FOR ROOMS ON THIRD

FLOOR ABOVE. SALVAGE ALL EXISTING CEILING MOUNTED ITEMS FOR

REINSTALLATION.

2 EXISTING ACT CEILING SYSTEM THIS ROOM, TO BE DEMOLISHED AS

REQ'D TO PERFORM ABOVE-CEILING WORK FOR ROOMS ON THIRD

FLOOR ABOVE. SALVAGE ALL EXISTING CEILING MOUNTED ITEMS FOR

REINSTALLATION.

3 DEMOLISH EXISTING SOFFIT AS REQUIRED TO PERFORM

ABOVE-CEILING WORK.

1111 1

33 3 3

4 4 4

2 22

17 7

1 11

11 11 111 1

58 88

10 10 10

12 12

10 10

10 12

10 10 12

101012

121012

13 10

13 13

1515 15 1515

15 15

15 15

1515 15 15

15 15

15 15

15 15

151515

161616 16

161616

1616 1616

161616

16161616

181818

181818

16 161616

181818

181818

181818

181818

18 18

16161616161616

1616 16

1616161616

16 16

16 16

1818 1818

1818 18181818

161616

1717171717

1818181818

1818 1818181818

181818

LEGEND - DEMOLITION PLAN

EXISTING ELEMENT TO BE REMOVED

EXISTING ELEMENT TO REMAIN

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR TO REMAIN

A. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR

AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL

AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS

ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN

CONDITIONS OR DISCREPANCIES FROM THE DOCUMENTATION

THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF

OTHERS. ANY UNFORESEEN CONDITIONS OR DISCREPANCIES

DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED AND

COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO

SHALL IN TURN DOCUMENT AND PROMPTLY REPORT ANY SUCH

CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON HOW

TO PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

B. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN

PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE

BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE

NEW CONSTRUCTION EFFORTS. WHERE PRACTICABLE, AND WITH

THE VA/COR'S APPROVAL, THE CONTRACTOR MAY ELECT TO

REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING

THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND

REINSTALL THE ITEMS WHEN APPLICABLE. IN NO CASE SHALL ANY

LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE COMPROMISED

BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF

WORK, FOR THE CONVENIENCE OF THE CONTRACTOR, THAT WERE

NOT PROPERLY REPLACED IN KIND WITH A SIMILAR PROPERLY

OPERATING TEMPORARY DEVICE.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PATCH,

REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL

CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE

AND FINISHES DAMAGED BY THE PROJECT DEMOLITION,

TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE

MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC.

BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK.

D. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE

MEASURES AS REQUIRED BY THE PROJECT DOCUMENTS, VA

FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA

REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL

AUTHORITIES, NFPA REQUIREMENTS, THE VA/COR AND ALL OTHER

REGULATORY AGENCIES AND VA AUTHORITIES HAVING

JURISDICTION OVER THIS PROJECT.

E. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH

WORK OF HAZARDOUS MATERIALS ABATEMENT. REFERENCE

HAZARDOUS MATERIALS PLANS AND ABATEMENT SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

F. CONTRACTOR SHALL FILL LEVEL WITH ADJACENT ANY AND ALL

DEPRESSIONS, INDENTATIONS, OR HOLES EXPOSED IN EXISTING

CONCRETE FLOOR SLAB AS A RESULT OF DEMOLITION WORK.

G. CONTRACTOR SHALL VERIFY LOCATION AND EXTENT OF ALL

EXISTIN…