S02 - Drawings Part 3.pdf

(E) DECK BRNG

EL

(E) JOIST

(2) 10d NAILS, TYP EA SUPPLEMENTAL JOIST

2x8 LAND FLAT

AT PERIMETER OF

MECHANICAL EQUIPMENT

(E) DECKING

EQUIPMENT FRAME

3/4" = 1'-0"

TYPICAL OPENING INFILL DETAIL

3/4" = 1'-0"

(E) JOIST

(E) DECKING

(E) DECK BRNG

EL

2x BLOCKING AT EDGE

OF OPENING & 12" MAX O.C.

BETWEEN

INFILL OPENING AT DECK

W/ 2x MATERIAL & PLYWOOD

TO MATCH (E) DECK THICKNESS.

FASTEN W/ 10d NAILS @ 12" O.C. MAX.

MIN (2) PER BLOCKING BELOW

(2) 8d TOENAIL EACH SIDE OF

BLOCKING. STAGGER EACH SIDE

EQUIPMENT, SEE MECH

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects

3IL

REPLACE BUILDING 5 AHU'S

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-107

21-319-Q30

B5

JMW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

S-001

GENERAL NOTES

GENERAL

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT

SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE

THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF THEIR

CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE

EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF

RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE

FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES

CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND

SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND

SUBMITTED BY THE CONTRACTOR.

3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO

CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR

TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR

SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT

DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN.

5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.

6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY

OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.

7. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK.

DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY.

8. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING SIZES

AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

9. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF

CONSTRUCTION.

10. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY

DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE

CONTRACTOR.

11. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.

12. ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF STRUCTURAL

DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.

13. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE

CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE

SUBMITTING TO THE DESIGN PROFESSIONAL. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND

OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

14. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE

PROJECT THAT ARE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE LOCATIONS ARE SPECIFICALLY

DETAILED OTHERWISE.

15. STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE

STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER

PORTIONS OF THE CONTRACT DOCUMENTS.

CODE/DESIGN CRITERIA

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

§ INTERNATIONAL BUILDING CODE, 2021 EDITION

2. GRAVITY LOADS

2.1 UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

§ MECHANICAL ROOMS 50 PSF

2.2 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT):

FLOOR:

§ MISCELLANEOUS 10 PSF

§ CEILING/MEP 5 PSF

§ ACCESS FLOOR 5 PSF

3. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS (IN INCHES) DO NOT EXCEED THE

FOLLOWING:

DEAD LOAD LIVE LOAD DEAD + LIVE LOAD

FLOOR MEMBERS: L/360 L/360 L/240

§ WHERE, L = SPAN LENGTH (IN INCHES) BETWEEN SUPPORTS. (FOR CANTILEVERS, L IS TWICE THE LENGTH OF THE

CANTILEVER.) NOTE THAT THE TOTAL MAXIMUM CALCULATED FLOOR SYSTEM DEFECTION WILL BE THE SUM OF

THE DEFLECTIONS OF THE SUPPORTED ELEMENTS IN A BAY.

4. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL EXPANSION.

WOOD

1. WOOD FRAMING SHALL BE SOUTHERN PINE, NO. 2 K.D. (15% MAX. MOISTURE CONTENT) OR EQUIVALENT. MINIMUM

ALLOWABLE BENDING STRESS SHALL BE:

· 2x12: 750 PSI

S-001

S-001

UP

DN

UP

UP

UP

DN

A

B

C

(E) WALL,

(E) WALL,

(E) FLOOR FRAMING,

EQUIPMENT,

SEE MEP

S-001

APPROXIMATE LOCATION OF

FLOOR PENETRATION.

SEE 2/S-001 FOR INFILL, TYP.

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects

3IL

REPLACE BUILDING 5 AHU'S

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-107

21-319-Q30

B5

JMW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

S-101

FIRST FLOOR FRAMING PLAN

NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE ARCH AND MEP DRAWINGS FOR ADDITIONAL

INFORMATION AND DIMENSIONS.

S-101

FIRST FLOOR FRAMING PLAN

3/16" = 1'-0"

A

B

C

(E) WALL,

(E) HEAVY TIMBER BEAM

(E) WALL,

(E) FLOOR FRAMING,

S-001

APPROXIMATE LOCATION OF

FLOOR PENETRATION.

SEE 2/S-001 FOR INFILL, TYP.

EQUIPMENT,

SEE MEP

(E) COLUMN

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120

Cary, North Carolina 27511 www.acg-pa.com 919-858-7420

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects

3IL

REPLACE BUILDING 5 AHU'S

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-107

21-319-Q30

B5

JMW

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

S-102

SECOND FLOOR FRAMING PLAN

NOTES:

1. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE ARCH AND MEP DRAWINGS FOR ADDITIONAL

INFORMATION AND DIMENSIONS.

S-102

SECOND FLOOR FRAMING PLAN

3/16" = 1'-0"

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1 #

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONSTRUCTION LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR

AND CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO

BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS

PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE COR UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE COR WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE C.O.R. OR DESIGNATED ON THE DRAWINGS, ARE TO BE RELOCATED OR REINSTALLED FROM THE SITE BY

CONTRACTOR IN APPROVED MANNER.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 160 4 8 16

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/2 /2

:5

:2

P M

C U s e rs

\d c o rd o n \D o c u m e n ts \R e v it l o c a l\ A

-3

M ilw a u k e e B

A

H U

R e p la c e m e n t_ d c o rd o n a c g

-p a

.c o m

.r v t

A-001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES

DEMOLITION NOTES

GENERAL SYMBOL LEGEND

DocuSign Envelope ID: 8041704B-79B6-47AA-9F80-4B840B082795

11/22/2022

A

B

C

D

E

F

GENERAL WOLCOTT BLVD.

N . M

IT

C

H E

L L

B L

V D

.KG REFER TO PHOTOS ABOVE.

P

IP

E T

U N

N E

L

TO TUNNEL

D N

DN

UP

UPDN

TEMP. PWR. TO GO

THRU EXIST WINDOW

EXISTING

BLDG. 7

EXISTING TREE

CANOPY OUTLINE

LANDSCAPING

B04

AIR

COMPRESSOR/STORAGE

B06HC

HAC

B11

CORRIDOR

WALKWAY

FDC

LOADING

DOCK

MECHANICAL YARD

LANDSCAPINGDN

EXISTING

PARKING

TEMPORARY

AHU LOCATION

TEMP.

TRANSF.

EXISTING TREE

CANOPY OUTLINE

EXISTING HANDRAIL

POWER RUN FROM

PANEL LOCATED IN

ROOM B13EC ELECT.

TO POWER TEMP. AHU

EXTENT OF

EXISTING ASPHALT

X X X

X

X

X

X

X

EXTENTS OF PROPOSED

CONSTRUCTION AREA FENCING. FINAL

LOCATION OF EXTENTS AND OPENINGS

TO BE COORDINATED WITH COR.

EXTENTS SHALL NOT ENCROACH INTO

BUILDING 2 EUL PROPERTY.

EXTENTS OF PROPOSED

CONSTRUCTION AREA FENCING.

FINAL LOCATION OF EXTENTS

AND OPENINGS TO BE

COORDINATED WITH COR

CURB

RETAINING WALL

GC TO VERIFY CONDITION OF

EXISTING WINDOW AND

OPENING. CAREFULLY REMOVE

AND SALVAGE HISTORIC

WINDOW SAFEGUARD FOR

REINSTALLATION.COORDINATE

WITH COR IF WINDOW CANNOT

BE REFURBISHED AND

REINSTALLED

GC TO INSTALL TEMPORARY

TREATED EXTERIOR GRADE

PLYWOOD IN BUILDING

PENETRATION DURING

CONSTRUCTION.

B14

EQUIP AND

POWER

I

J H

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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\d c o rd o n \D o c u m e n ts \R e v it l o c a l\ A

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A

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R e p la c e m e n t_ d c o rd o n a c g

-p a

.c o m

.r v t

A-002

ARCHITECTURAL SITE PLAN

2 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

N

AREA OF WORK

KEY PLAN SCALE: NO SCALE

576C6A6D6B

4 3

6C

6D 6C

116C6D13427

NORTH

0 2010 40

1 PROPOSED LOCATION OF TEMPORARY AHU FOR

BUILDING 5.

2 CONTRACTOR TO COORDINATE CONSTRUCTION

FENCING WITH COR AND FIRE MARSHAL AS

REQUIRED TO MAINTAIN REQUIRED ACCESS TO

EXISTING FIRE DEPARTMENT CONNECTION

3 EXISTING STAIRS ALONG PEDESTRIAN TRAVEL

4 EXISTING MECHANICAL YARD

5 EXISTING PARKING

6 EXISTING LOADING DOCK

7 CONTRACTOR TO COORDINATE CONSTRUCTION

FENCING WITH COR AND FIRE MARSHAL AS

REQUIRED TO MAINTAIN REQUIRED ACCESS TO

EXISTING FIRE HYDRANTS

A. CONTRACTOR TO COORDINATE FINAL LOCATION

OF TEMPORARY AHU WITH COR PRIOR TO

DELIVERY TO SITE.

B. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL

PAVING, CONCRETE, LANDSCAPING, ETC. IN THE

AREA WHERE TEMPORARY AHU WILL BE LOCATED.

C. CONTRACTOR SHALL REPAIR ALL DAMAGES

CAUSED AS A RESULT OF THE TEMPORARY AHU

INSTALLATION OR OPERATION, AND WILL RESTORE

SITE, PAVING, LANDSCAPING, OR ANY OTHER AREA

BACK TO ORIGINAL CONDITION.

Scale: 1" = 20'-0"

ARCHITECTURAL SITE PLAN

A B C D

E F G

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

ENLARGED TEMPORARY CONSTRUCTION AND SITE CONDITIONS

NORTH

0 2010 40

I

J

H

DN

DN

B06HC

HAC

B11

CORRIDOR

B10

ELEV LOBBY

B07

STORAGE

B13

ELEVATOR

EQUIP

B08

PAYROLL

STORAGE

B12

CORRIDOR

B14

EQUIP AND

POWER

B13EC

ELEC

B04

AIR

COMPRESSOR/STORAGE

B01

STORAGE

B02

COPY ROOM

(RICOH)

UP

B-04

STAIR

B-03

STAIR

P

IP

E T

U N

N E L

EXISTING

BLDG. 7

B03

DISTRIBUTION

B-01

ELEVATOR

B

1 2 3 4

A

C

RR

SS

TT

UU

VV

WW

REFLECTED CEILING

DEMOLITION PLAN LEGEND

DENOTES EXISTING

GWB CEILING TO BE

DEMOLISHED

FLUORESCENT

LIGHT FIXTURE

4"x4' RECESSED

LED FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

STROBE LIGHT

SUPPLY DIFFUSER

EXHAUST

SPRINKLER HEAD

2'x4' LAY-IN LED TO BE

REMOVED &

SAFEGUARDED FOR

LATER REINSTALLATION

2'x4' LAY-IN LED TO

REMAIN

EXIT SIGN

2X4 ACT TO BE

REMOVED & TO BE

REINSTALLED AFTER

ABOVE CEILING

WORK IS FINISHED.

DENOTES EXISTING

GWB CEILING TO

REMAIN

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE &

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE TO

REMAIN

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &/OR

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &

CEILING GRID TO

REMAIN

ALL LIGHT FIXTURES, RETURN GRILLS, SUPPLY

DIFFUSERS, EXIT SIGNS, AND EXISTING CEILING

FIXTURES TO BE SALVAGED, STORED, AND

REINSTALLED AFTER COMPLETION OF THE WORK

ACCESS PANEL

DENOTES EXISTING

PAINTED DUCT TO

REMAIN

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

ICRA BARRIER WITH ZIPPERED

OPENING

STICKY MAT

B

1 2 3 4

A

C

YY

ZZ

B02

COPY ROOM

(RICOH)

B01

STORAGE

B07

STORAGE

B10

ELEV LOBBY

B08

PAYROLL

STORAGE

B12

CORRIDOR

B04

AIR

COMPRESSOR/STORAGE

B14

EQUIP AND

POWER

B13EC

ELEC

B13

ELEVATOR

EQUIP

B06HC

HAC

B11

CORRIDOR

B-04

STAIR

B-03

STAIR

B-01

ELEVATOR

P

IP

E T

U N

N E L

EXISTING

BLDG. 7

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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\d c o rd o n \D o c u m e n ts \R e v it l o c a l\ A

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M ilw a u k e e B

A

H U

R e p la c e m e n t_ d c o rd o n a c g

-p a

.c o m

.r v t

AD100

BASEMENT DEMOLITION / ICRA,

REFLECTED CEILING PLANS

3 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

BASEMENT DEMOLITION / ICRA BARRIER PLAN

A. CONTRACTOR TO PROTECT EXISTING MATERIALS

TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

B. ALL CONSTRUCTION DEBRIS ARE TO BE REMOVED

FROM THE SITE EACH DAY AND DISPOSED OF

PROPERLY PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE

BARRIERS, WARNING SIGNS, AND TEMPORARY

PATHWAYS IN AREAS THAT WILL REMAIN

OPERATING DURING THE CONSTRUCTION PHASE.

D. CONTRACTOR SHALL PROVIDE DUST AND DEBRIS

BARRIERS IN ACCORDANCE WITH ICRA

REQUIREMENTS.

E. CONTRACTOR SHALL PATCH / REPAIR ANY WORK

TO REMAIN THAT WAS DAMAGED DURING

PERFORMANCE OF THIS WORK, TO MATCH

EXISTING FINISHES.

F. CONTRACTOR SHALL NOT DAMAGE RATED WALLS

OR CHASES. IF RATED ASSEMBLIES ARE DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL

REPAIR / RESTORE TO ORIGINAL CONDITION.

G. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY

COR OF ANY CONFLICTS PRIOR TO PROCEEDING

WITH DEMOLITION.

H. SEE MECHANICAL DRAWINGS FOR MECHANCIAL

DEMOLITION.

I. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

DEMOLITION.

J. CONTRACTOR SHALL COORDINATE LOCATIONS OF

AREAS OF WORK TO BE DONE ABOVE

CEILING WITH EXISTING MECHANICAL AND

ELECTRICAL EQUIPMENT ABOVE CEILING.

K. CONTRACTOR SHALL COORDINATE LOCATION OF

AREA OF WORK SHOWN ON KEY PLAN WITH

ADDITIONAL AREAS OF WORK TO BE DONE ABOVE

CEILING IN OTHER LOCATIONS.

L. ANY EXISTING LIFE SAFETY CONDITIONS TO BE

DISTURBED OR REMOVED DURING CONSTRUCTION

SHALL BE REINSTALLED TO ITS CONDITION PRIOR

TO DEMOLITION PHASE ONCE WORK IS

COMPLETE.

M. CONTRACTOR SHALL PROTECT AND KEEP

UNOBSTRUCTED THE EXISTING LIFE SAFETY

COMPONENTS (E.G. EXIT LIGHTS, FIRE

EXTINGUISHERS) THROUGH THE DURATION OF THE

DEMOLITION AND CONSTRUCTION PHASES.

1 LOCATION OF HVAC WORK TO BE PERFORMED

ABOVE CEILING, SEE MECHANICAL DRAWINGS

FOR LOCATION

2 EXISTING GYP. BOARD CEILING TO REMAIN

3 OPEN CEILING, STAIR ENCLOSURE.

4 INSTALL ICRA BARRIERS AT AREAS OF CEILING

WORK TO THE EXTENT REQUIRED TO ENCLOSE

AREA OF DUST PRODUCTION.

5 STICKY MAT AT ZIPPER ENTRY OF THE

CONSTRUCTION ACCESS POINT.

6 USE PORTABLE DUST EXTRACTOR AND AIR

SCRUBBER WITH HEPA FILTRATION SYSTEM.

7 DEMOLISH GYPSUM BOARD SOFFIT AT EXISTING

VAV TO BE REPLACED. SEE MECHANICAL

DRAWINGS FOR LOCATION. REMOVE AND

SALVAGE ALL CEILING DEVICES FOR

REINSTALLATION.

8 REMOVE AND SALVAGE EXISTING BASEMENT

WINDOW. STORE FOR REINSTALLATION AFTER

DISCONNECTION OF TEMPORARY SERVICE.

9 CONTRACTOR TO REROUTE EGRESS AS

REQUIRED TO MAINTAIN CODE COMPLIANCE

DURING CONSTRUCTION.

10 CONTRACTOR TO PROVIDE TEMPORARY

EGRESS SIGNAGE AND LIGHTING AS REQUIRED.

COORDINATE WITH COR.

11 APPROXIMATE LOCATION OF TEMPORARY

TRANSFORMER AND AHU. SEE 2/A-002 FOR

SCOPE.

12 REMOVAL AND / RELOCATION OF EXISTING FILE

STORAGE AND STORAGE BOXES TO BE

COORDINATED AND COMPLETED BY THE COR

PRIOR TO COMMENCEMENT OF THE WORK

13 EXISTING CORNER GUARDS ON COLUMNS AND

SOFFIT

14 EXISTING ELECTRICAL CABLE BUNDLE BELOW

CEILING TO REMAIN

15 STICKY MAT AT CONSTRUCTION ENTRY/EXIT

ACCESS POINT.

NORTH

0 4 8 16

NORTH

0 4 8 16

RR

SS

TT UU

VV

WW

YY

XX

ZZ

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

BASEMENT REFLECTED CEILING DEMOLITION PLAN

DN

MECHANICAL

ROOM

OFFICE

SHAFT

5-1-SH-01

OFFICE

STORAGE

ELEC

109EC

VESTIBULE

5-1-001

OFFICE

ELEV

LOBBY

5-1-012

JAN

5-1-006

CORRIDOR

5-1-CR-01

RECEPTION

5-1-010

OFFICE

CONFERENCE

OFFICE

OFFICE

IT

CORRIDOR

5-1-CR-02

KITCHEN

OFFICE

TLT

5-1-007

CLOSET

CL

OFFICE

5-1-004

CL

CL

UP

9 10

ENTRY

STAIR

ST-04

STAIR

ST-03

1 10

STAIR

ST-05

TOILET

5-1-009

ELEV

CAB

5-1-EL-01

TOILET

5-1-002

B

1 2 3 4

A

C

MECHANICAL

ROOM

OFFICE

5-1-SH-01

SHAFT

OFFICE

STORAGE

ELEC

109EC

5-1-001

VESTIBULE

OFFICE

5-1-012

ELEV LOBBY

JAN

5-1-006

-1

-C R

-0

C O

R R

ID

O

R

5-1-010

RECEPTION

OFFICE

CONFERENCE

OFFICE

OFFICE

IT

5-1-CR-02

CORRIDOR

KITCHEN

OFFICE

5-1-007

TLT

CLOSET

CL

OFFICE

5-1-004

CL

CL

ENTRY

STAIR

ST-04

STAIR

ST-03

5-1-EL-01

ELEV CAB

5-1-009

TOILET

STAIR

ST-05

B

1 2 3 4

A

C

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

ICRA BARRIER WITH ZIPPERED

OPENING

STICKY MAT

REFLECTED CEILING

DEMOLITION PLAN LEGEND

DENOTES EXISTING

GWB CEILING TO BE

DEMOLISHED

FLUORESCENT

LIGHT FIXTURE

4"x4' RECESSED

LED FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

STROBE LIGHT

SUPPLY DIFFUSER

EXHAUST

SPRINKLER HEAD

2'x4' LAY-IN LED TO BE

REMOVED &

SAFEGUARDED FOR

LATER REINSTALLATION

2'x4' LAY-IN LED TO

REMAIN

EXIT SIGN

2X4 ACT TO BE

REMOVED & TO BE

REINSTALLED AFTER

ABOVE CEILING

WORK IS FINISHED.

DENOTES EXISTING

GWB CEILING TO

REMAIN

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE &

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE TO

REMAIN

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &/OR

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &

CEILING GRID TO

REMAIN

ALL LIGHT FIXTURES, RETURN GRILLS, SUPPLY

DIFFUSERS, EXIT SIGNS, AND EXISTING CEILING

FIXTURES TO BE SALVAGED, STORED, AND

REINSTALLED AFTER COMPLETION OF THE WORK

ACCESS PANEL

DENOTES EXISTING

PAINTED DUCT TO

REMAIN

FLOOR TO BE DEMOLISHED

FLOOR DEMOLITION

LEGEND

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2 /2

:0

:0

A M

A

-3

M ilw a u k e e B

A

H U

R e p la c e m e n t_ d e ta c h e d .r v t

AD101

FIRST FLOOR DEMOLITION / ICRA,

REFLECTED CEILING PLANS

4 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

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

FIRST FLOOR DEMOLITION / ICRA BARRIER PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR TO PROTECT EXISTING MATERIALS

TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

B. ALL CONSTRUCTION DEBRIS ARE TO BE REMOVED

FROM THE SITE EACH DAY AND DISPOSED OF

PROPERLY PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE

BARRIERS, WARNING SIGNS, AND TEMPORARY

PATHWAYS IN AREAS THAT WILL REMAIN

OPERATING DURING THE CONSTRUCTION PHASE.

D. CONTRACTOR SHALL PROVIDE DUST AND DEBRIS

BARRIERS IN ACCORDANCE WITH ICRA

REQUIREMENTS.

E. CONTRACTOR SHALL PATCH / REPAIR ANY WORK

TO REMAIN THAT WAS DAMAGED DURING

PERFORMANCE OF THIS WORK, TO MATCH

EXISTING FINISHES.

F. CONTRACTOR SHALL NOT DAMAGE RATED WALLS

OR CHASES. IF RATED ASSEMBLIES ARE DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL

REPAIR / RESTORE TO ORIGINAL CONDITION.

G. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY

COR OF ANY CONFLICTS PRIOR TO PROCEEDING

WITH DEMOLITION.

H. SEE MECHANICAL DRAWINGS FOR MECHANCIAL

DEMOLITION.

I. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

DEMOLITION

J. CONTRACTOR SHALL COORDINATE LOCATIONS OF

AREAS OF WORK TO BE DONE ABOVE

CEILING WITH EXISTING MECHANICAL AND

ELECTRICAL EQUIPMENT ABOVE CEILING.

K. CONTRACTOR SHALL COORDINATE LOCATION OF

AREA OF WORK SHOWN ON KEY PLAN WITH

ADDITIONAL AREAS OF WORK TO BE DONE ABOVE

CEILING IN OTHER LOCATIONS.

L. ANY EXISTING LIFE SAFETY CONDITIONS TO BE

DISTURBED OR REMOVED DURING CONSTRUCTION

SHALL BE REINSTALLED TO ITS CONDITION PRIOR

TO DEMOLITION PHASE ONCE WORK IS

COMPLETE.

M. CONTRACTOR SHALL PROTECT AND KEEP

UNOBSTRUCTED THE EXISTING LIFE SAFETY

COMPONENTS (E.G. EXIT LIGHTS, FIRE

EXTINGUISHERS) THROUGH THE DURATION OF THE

DEMOLITION AND CONSTRUCTION PHASES.

1 LOCATION OF HVAC WORK TO BE PERFORMED

ABOVE CEILING, SEE MECHANICAL DRAWINGS FOR

MORE INFORMATION.

2 REMOVE ACOUSTICAL CEILING TILE AND GRID,

AND LIGHTING FIXTURES AS NECESSARY TO

PERFORM MECHANICAL WORK INDICATED ON THE

MECHANICAL DRAWINGS. SALVAGE AND STORE

ALL CEILING COMPONENTS AND LIGHT FIXTURES

REMOVED FOR REINSTALLATION AT COMPLETION

OF ABOVE CEILING WORK.

3 EXISTING ACOUSTICAL CEILING TO REMAIN, NO

WORK PERFORMED IN THIS AREA ABOVE CEILING.

4 NO CEILING, OPEN TO STRUCTURE ABOVE.

5 NO CEILING, STAIR ENCLOSURE.

6 LOCATION OF HVAC UNIT REPLACEMENT TO BE

PLACED IN MECHANICAL SPACE.

7 NOT USED

8 INSTALL ICRA BARRIERS AT AREAS OF WORK TO

THE EXTENT REQUIRED TO ENCLOSE AREA OF

DUST PRODUCTION.

9 STICKY MAT AT ZIPPER ENTRY OF THE

CONSTRUCTION ACCESS POINT.

10 USE PORTABLE DUST EXTRACTOR AND AIR

SCRUBBER WITH HEPA FILTRATION SYSTEM.

11 DEMOLISH AND REMOVE EXISTING FLOOR FINISH

AND BASE

12 FINISH FLOOR SYSTEM TO BE DEMOLISHED AND

REMOVED CONTAINS ACM. COORDINATE REMOVAL

PROCEDURES WITH COR.

13 CONTRACTOR TO CAREFULLY DEMOLISH EXISTING

LOUVER IN HISTORICAL WINDOW. DO NOT DAMAGE

FRAME OR GLASS.

14 CONTRACTOR TO REMOVE AND SALVAGE

EXISTING HISTORICAL WINDOW AND TURN OVER

TO THE COR/VA.

15 CONTRACTOR TO DEMOLISH AND REMOVE

EXISTING EXTERIOR WINDOW SILL

16 CONTRACTOR TO COVER OPENING TO WEATHER

TIGHT CONDITION UNTIL INSTALLATION OF NEW

LOUVER, BLACKOUT PANEL, FLASHING AND SILL IN

EXISTING WINDOW OPENING.

17 CONTRACTOR TO REPAIR AND REPOINT EXISTING

HISTORIC MASONRY AND JOINTS AS REQUIRED.

CONTRACTOR TO CLEAN AND PREPARE ALL

ADJACENT MASONRY SURFACES TO RECEIVE NEW

LOUVER TO FILL ENTIRE EXISTING OPENING. USE

CLEANING AND PREPARATION METHODS IN

COMPLIANCE WITH PROPER PROCEDURES FOR

RESTORATION OF HISTORIC MASONRY

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

FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

Scale: No Scale

LOUVER DEMOLITION

MECHANICAL

ROOM

OPEN OFFICES

WORKERS

COMP

OFFICE

CONFERENCE

COPY RM

OFFICE

5-2-002

IT

207A

UNISEX TLT

207B

UNISEX TLT

204A

KITCH

UP

PORCH

213 PORCH

ST-2-05

STAIR

ST-2-04

STAIR

ST-2-03

STAIR

11 10 10

1 10

1 10

EMPLOYEE

BENEFITS

ST-2-07

VESTIBULE

13 14

B

1 2 3 4

A

C

MECHANICAL

ROOM

OPEN OFFICES

WORKERS

COMP

OFFICE

CONFERENCE

COPY RMOFFICE

5-2-002

IT

UNISEX

TLT

207A

207B

UNISEX TLT

KITCH

204A

PORCH

213 PORCH

ST-2-05

STAIR

ST-2-04

STAIR

ST-2-03

STAIR

4 6

11 2

2-01

ELEVATOR

B

1 2 3 4

A

C

REFLECTED CEILING

DEMOLITION PLAN LEGEND

DENOTES EXISTING

GWB CEILING TO BE

DEMOLISHED

FLUORESCENT

LIGHT FIXTURE

4"x4' RECESSED

LED FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

STROBE LIGHT

SUPPLY DIFFUSER

EXHAUST

SPRINKLER HEAD

2'x4' LAY-IN LED TO BE

REMOVED &

SAFEGUARDED FOR

LATER REINSTALLATION

2'x4' LAY-IN LED TO

REMAIN

EXIT SIGN

2X4 ACT TO BE

REMOVED & TO BE

REINSTALLED AFTER

ABOVE CEILING

WORK IS FINISHED.

DENOTES EXISTING

GWB CEILING TO

REMAIN

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE &

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE TO

REMAIN

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &/OR

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &

CEILING GRID TO

REMAIN

ALL LIGHT FIXTURES, RETURN GRILLS, SUPPLY

DIFFUSERS, EXIT SIGNS, AND EXISTING CEILING

FIXTURES TO BE SALVAGED, STORED, AND

REINSTALLED AFTER COMPLETION OF THE WORK

ACCESS PANEL

DENOTES EXISTING

PAINTED DUCT TO

REMAIN

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

ICRA BARRIER WITH ZIPPERED

OPENING

STICKY MAT

FLOOR TO BE DEMOLISHED

FLOOR DEMOLITION

LEGEND

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2 /2

:5

:5

P M

C U s e rs

\d c o rd o n \D o c u m e n ts \R e v it l o c a l\ A

-3

M ilw a u k e e B

A

H U

R e p la c e m e n t_ d c o rd o n a c g

-p a

.c o m

.r v t

AD102

SECOND FLOOR DEMOLITION / ICRA,

REFLECTED CEILING PLANS

5 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

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

SECOND FLOOR DEMOLITION / ICRA BARRIER PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR TO PROTECT EXISTING MATERIALS

TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

B. ALL CONSTRUCTION DEBRIS ARE TO BE REMOVED

FROM THE SITE EACH DAY AND DISPOSED OF

PROPERLY PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE

BARRIERS, WARNING SIGNS, AND TEMPORARY

PATHWAYS IN AREAS THAT WILL REMAIN

OPERATING DURING THE CONSTRUCTION PHASE.

D. CONTRACTOR SHALL PROVIDE DUST AND DEBRIS

BARRIERS IN ACCORDANCE WITH ICRA

REQUIREMENTS.

E. CONTRACTOR SHALL PATCH / REPAIR ANY WORK

TO REMAIN THAT WAS DAMAGED DURING

PERFORMANCE OF THIS WORK, TO MATCH

EXISTING FINISHES.

F. CONTRACTOR SHALL NOT DAMAGE RATED WALLS

OR CHASES. IF RATED ASSEMBLIES ARE DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL

REPAIR / RESTORE TO ORIGINAL CONDITION.

G. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY

COR OF ANY CONFLICTS PRIOR TO PROCEEDING

WITH DEMOLITION.

H. SEE MECHANICAL DRAWINGS FOR MECHANCIAL

DEMOLITION.

I. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

DEMOLITION.

J. CONTRACTOR SHALL COORDINATE LOCATIONS OF

AREAS OF WORK TO BE DONE ABOVE

CEILING WITH EXISTING MECHANICAL AND

ELECTRICAL EQUIPMENT ABOVE CEILING.

K. CONTRACTOR SHALL COORDINATE LOCATION OF

AREA OF WORK SHOWN ON KEY PLAN WITH

ADDITIONAL AREAS OF WORK TO BE DONE ABOVE

CEILING IN OTHER LOCATIONS.

L. ANY EXISTING LIFE SAFETY CONDITIONS TO BE

DISTURBED OR REMOVED DURING CONSTRUCTION

SHALL BE REINSTALLED TO ITS CONDITION PRIOR

TO DEMOLITION PHASE ONCE WORK IS

COMPLETE.

M. CONTRACTOR SHALL PROTECT AND KEEP

UNOBSTRUCTED THE EXISTING LIFE SAFETY

COMPONENTS (E.G. EXIT LIGHTS, FIRE

EXTINGUISHERS) THROUGH THE DURATION OF THE

DEMOLITION AND CONSTRUCTION PHASES.

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

SECOND FLOOR REFLECTED CEILING DEMOLITION PLAN

1 LOCATION OF HVAC WORK TO BE PERFORMED

ABOVE CEILING, SEE MECHANICAL DRAWINGS FOR

MORE INFORMATION.

2 REMOVE EXISTING ACOUSTICAL CEILING TILE AND

GRID OR EXISTING GWB CEILING AND SUSPENSION

SYSTEM AND LIGHT FIXTURE AS NECESSARY TO

PERFORM MECHANICAL WORK INDICATED ON THE

MECHANICAL DRAWINGS. SALVAGE AND STORE ALL

CEILING COMPONENTS AND LIGHT FIXTURES

REMOVED FOR REINSTALLATION AT COMPLETION

OF ABOVE CEILING WORK.

3 EXISTING ACOUSTICAL CEILING TO REMAIN, NO

WORK PERFORMED IN THIS AREA ABOVE CEILING.

4 NO CEILING, OPEN TO STRUCTURE ABOVE.

5 OPEN CEILING, STAIR ENCLOSURE.

6 LOCATION OF HVAC UNIT REPLACEMENT TO BE

PLACED IN MECHANICAL SPACE.

7 EXISTING GYPSUM BOARD CEILING TO REMAIN, NO

WORK PERFORMED IN THIS AREA.

8 INSTALL ICRA BARRIERS AT AREAS OF WORK TO

THE EXTENT REQUIRED TO ENCLOSE AREA OF

DUST PRODUCTION.

9 STICKY MAT AT ZIPPER ENTRY OF THE

CONSTRUCTION ACCESS POINT.

10 USE PORTABLE DUST EXTRACTOR AND AIR

SCRUBBER WITH HEPA FILTRATION SYSTEM.

11 CONTRACTOR TO REROUTE EGRESS DURING

CONSTRUCTION.

12 CONTRACTOR TO PROVIDE TEMPORARY EGRESS

SIGNAGE AND LIGHTING AS REQUIRED.

COORDINATE WITH COR.

13 DEMOLISH AND REMOVE EXISTING FLOOR FINISH

AND BASE.

14 FINISH FLOOR SYSTEM TO BE DEMOLISHED AND

REMOVED CONTAINS ACM. COORDINATE REMOVAL

PROCEDURES WITH COR.

15 TEMPORARY AIR COMPRESSOR TO BE LIFTED IN

PLACE DURING CONSTRUCTION. SEE MECHANICAL

NOTES. CONTRACTOR TO COORDINATE WITH COR.

NORTH

0 4 8 16

NORTH

0 4 8 16

COMPRESSOR REFERENCED IN KEYNOTE 15

ACCNTACCNT

OFFICE

ACCNT MGR

OFFICE

KITCHEN

OFFICE

BUDGET OFFICE

OPEN OFFICE

302AEC

ELEC

CONFERENCE

DEPUTY

FINANCIAL MGR

OFFICE

MGMT ANALYST

OFFICE

OFFICE

IT

TLT

UP

1 8

1 8 1 8

1 8

1 8

1 8

1 8

7 6

7 6

STAIR

3-05

STAIR

3-04

STAIR

3-03

1 8

7 6

ELEVATOR

3-01

C L R

CLR

3'-6"

B

1 2 3 4

A

C

ACCNT

308ACCNT

OFFICE

ACCNT

MGR

OFFICE

KITCHEN

OFFICE

BUDGET OFFICE

OPEN

OFFICE

302AEC

ELEC

CONFERENCE

DEPUTY

FINANCIAL MGR

OFFICE

MGMT ANALYST

OFFICE

OFFICE

IT

TLT

2 2

STAIR

3-04

STAIR

3-03

STAIR

3-05

1 1

1 1

ELEVATOR

3-01

3 3

B

1 2 3 4

A

C

ACT

7'-6"

REFLECTED CEILING

DEMOLITION PLAN LEGEND

DENOTES EXISTING

GWB CEILING TO BE

DEMOLISHED

FLUORESCENT

LIGHT FIXTURE

4"x4' RECESSED

LED FIXTURE

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

DOWN LIGHT FIXTURE

FIRE ALARM STROBE

FAA

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

STROBE LIGHT

SUPPLY DIFFUSER

EXHAUST

SPRINKLER HEAD

2'x4' LAY-IN LED TO BE

REMOVED &

SAFEGUARDED FOR

LATER REINSTALLATION

2'x4' LAY-IN LED TO

REMAIN

EXIT SIGN

2X4 ACT TO BE

REMOVED & TO BE

REINSTALLED AFTER

ABOVE CEILING

WORK IS FINISHED.

DENOTES EXISTING

GWB CEILING TO

REMAIN

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE &

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X4 ACOUSTICAL

CEILING TILE TO

REMAIN

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &/OR

CEILING GRID TO BE

REMOVED AND

REINSTALLED AFTER

WORK IS FINISHED

DENOTES EXISTING

2X2 ACOUSTICAL

CEILING TILE &

CEILING GRID TO

REMAIN

ALL LIGHT FIXTURES, RETURN GRILLS, SUPPLY

DIFFUSERS, EXIT SIGNS, AND EXISTING CEILING

FIXTURES TO BE SALVAGED, STORED, AND

REINSTALLED AFTER COMPLETION OF THE WORK

ACCESS PANEL

DENOTES EXISTING

PAINTED DUCT TO

REMAIN

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

ICRA BARRIER WITH ZIPPERED

OPENING

STICKY MAT

FLOOR TO BE DEMOLISHED

FLOOR DEMOLITION

LEGEND

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2 /2

:5

:5

P M

C U s e rs

\d c o rd o n \D o c u m e n ts \R e v it l o c a l\ A

-3

M ilw a u k e e B

A

H U

R e p la c e m e n t_ d c o rd o n a c g

-p a

.c o m

.r v t

AD103

THIRD FLOOR DEMOLITION / ICRA,

REFLECTED CEILING PLANS

6 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

NORTH

0 4 8 16

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

THIRD FLOOR DEMOLITION / ICRA BARRIER PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR TO PROTECT EXISTING MATERIALS

TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

B. ALL CONSTRUCTION DEBRIS ARE TO BE REMOVED

FROM THE SITE EACH DAY AND DISPOSED OF

PROPERLY PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE

BARRIERS, WARNING SIGNS, AND TEMPORARY

PATHWAYS IN AREAS THAT WILL REMAIN

OPERATING DURING THE CONSTRUCTION PHASE.

D. CONTRACTOR SHALL PROVIDE DUST AND DEBRIS

BARRIERS IN ACCORDANCE WITH ICRA

REQUIREMENTS.

E. CONTRACTOR SHALL PATCH / REPAIR ANY WORK

TO REMAIN THAT WAS DAMAGED DURING

PERFORMANCE OF THIS WORK, TO MATCH

EXISTING FINISHES.

F. CONTRACTOR SHALL NOT DAMAGE RATED WALLS

OR CHASES. IF RATED ASSEMBLIES ARE DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL

REPAIR / RESTORE TO ORIGINAL CONDITION.

G. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY

COR OF ANY CONFLICTS PRIOR TO PROCEEDING

WITH DEMOLITION.

H. SEE MECHANICAL DRAWINGS FOR MECHANCIAL

DEMOLITION.

I. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL

DEMOLITION.

J. CONTRACTOR SHALL COORDINATE LOCATIONS OF

AREAS OF WORK TO BE DONE ABOVE

CEILING WITH EXISTING MECHANICAL AND

ELECTRICAL EQUIPMENT ABOVE CEILING.

K. CONTRACTOR SHALL COORDINATE LOCATION OF

AREA OF WORK SHOWN ON KEY PLAN WITH

ADDITIONAL AREAS OF WORK TO BE DONE ABOVE

CEILING IN OTHER LOCATIONS.

L. ANY EXISTING LIFE SAFETY CONDITIONS TO BE

DISTURBED OR REMOVED DURING CONSTRUCTION

SHALL BE REINSTALLED TO ITS CONDITION PRIOR

TO DEMOLITION PHASE ONCE WORK IS

COMPLETE.

M. CONTRACTOR SHALL PROTECT AND KEEP

UNOBSTRUCTED THE EXISTING LIFE SAFETY

COMPONENTS (E.G. EXIT LIGHTS, FIRE

EXTINGUISHERS) THROUGH THE DURATION OF THE

DEMOLITION AND CONSTRUCTION PHASES.

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

THIRD FLOOR REFLECTED CEILING DEMOLITION PLAN

NORTH

0 4 8 16

1 LOCATION OF HVAC WORK TO BE PERFORMED

ABOVE CEILING, SEE MECHANICAL DRAWINGS FOR

MORE INFORMATION.

2 REMOVE ACOUSTICAL CEILING TILE AND GRID, AND

LIGHT FIXTURE AS NECESSARY TO PERFORM

MECHANICAL WORK INDICATED ON THE

MECHANICAL DRAWINGS. SALVAGE AND STORE

ALL CEILING COMPONENTS AND LIGHT FIXTURES

REMOVED FOR REINSTALLATION AT COMPLETION

OF ABOVE CEILING WORK.

3 EXISTING ACOUSTICAL CEILING TO REMAIN, NO

WORK PERFORMED IN THIS AREA ABOVE CEILING.

4 NO CEILING, OPEN TO STRUCTURE ABOVE.

5 EXISTING GYPSUM BOARD CEILING TO REMAIN, NO

WORK PERFORMED IN THIS AREA.

6 INSTALL ICRA BARRIERS AT AREAS OF WORK TO

THE EXTENT REQUIRED TO ENCLOSE AREA OF

DUST PRODUCTION.

7 STICKY MAT AT ZIPPER ENTRY OF THE

CONSTRUCTION ACCESS POINT.

8 USE PORTABLE DUST EXTRACTOR AND AIR

SCRUBBER WITH HEPA FILTRATION SYSTEM.

ROOM

OFFICE

5-1-SH-01

SHAFT

OFFICE

STORAGE

109EC

ELEC

5-1-001

VESTIBULE

OFFICE

5-1-012

ELEV LOBBY

5-1-006

JAN

5-1-CR-01

CORRIDOR

5-1-010

RECEPTION

OFFICE

CONFERENCE

OFFICE

OFFICE

IT

5-1-CR-02

CORRIDOR

KITCHEN

OFFICE

5-1-007

TLT

CLOSET

CL

5-1-004

OFFICE

CL

CL

ENTRY

ST-04

STAIR

ST-03

STAIRST-05

STAIR

5-1-009

TOILET

5-1-EL-01

ELEV CAB

5-1-002

TOILET

B

1 2 3 4

A

C

DENOTES NEW GWB

CEILING/SOFFIT

EXISTING SOFFIT HEIGHT

DESIGNATION

EQ. A EQ. A

E Q

B

E Q

B

EXIT SIGN (SHADED

AREA INDICATES

DIRECTION OF EGRESS)

SUPPLY DIFFUSER

RETURN GRILL

IF NEW CEILING IS REQUIRED, CEILING CONTRACTOR TO

MEASURE EACH CEILING AREA AND ESTABLISH A CEILING

LAYOUT TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF

EACH ROOM. AVOID USE OF LESS-THAN 6" TILES.

1' - 0"

MATL

FIRE ALARM STROBE

FAA

FIRE ALARM ANNUCIATOR

FIRE ALARM

STROBE LIGHT

S

H

HEAT DETECTOR

SMOKE DETECTOR

FIRE ALARM / HORN /

STROBE LIGHT - WALL

MOUNTED

FIRE ALARM / HORN /

STROBE LIGHT - CEILING

MOUNTED

SPRINKLER HEAD

SPRINKLER HEAD

EXISTING 2'x4' LAY-IN

LIGHT REINSTALLED AT

ORIGINAL LOCATION

AFTER WORK IS FINISHED

EXHAUST GRILL

NEW 24X24 CEILING

ACCESS HATCH

LINEAR SURFACE-MOUNT

LIGHT FIXTURE

EXISTING 2'x4' ACT AND

CEILING GRID TO REMAIN

EXISTING 2'x4' ACT AND

CEILING GRID REINSTALLED

AFTER MECHANICAL WORK

IS FINISHED

DENOTES EXISTING

GWB CEILING/SOFFIT

TO REMAIN

EXISTING 2'x2' ACT AND

CEILING GRID TO REMAIN

EXISTING 2'x2' ACT AND

CEILING GRID REINSTALLED

AFTER MECHANICAL WORK

IS FINISHED

CEILING FAN

EXISTING PAINTED DUCT

A.F.F.10' 6 1/2"CEILING HEIGHT TAG

MECHANICAL

ROOM

OFFICE

TLT

5-1-007

5-1-CR-01

CORRIDOR

5 6 7

A

V

IF

V

IF

3'-8" VIF

V

IF

NEW ALUMINUM LOUVER PER SPECIFICATION

SECTION 08 90 00 INSTALLED IN EXISTING

OPENING. PROVIDE WITH BLANK-OFF PANEL

SIZED AROUND MECHANICAL DUCTS.

SHAPE TOP OF LOUVER LOUVER

TO MATCH EXISTING OPENING

REPLACE EXISTING WOOD SILL W/ NEW,

STAIN TO MATCH EXISTING AND SEAL

NEW SILL FLASHING W/ DRIP EDGE AND END

DAMS

NEW HEAD FLASHING W/ DRIP EDGE

CONTRACTOR TO RESTORE AND REPOINT

EXISTING HISTORICAL MASONRY AT OPENING -

EXTEND RESTORATION A MINIMUM 12" IN

EACH DIRECTION FROM OPENING

A-100

EXISTING MASONRY WALL EXISTING GYP OR PLASTER

EXISTING WOOD TRIM

NEW ALUM LOUVER

NEW SS FLASHING

W/ DRIP EDGE

SEALANT AND BACKER

ROD

ANCHOR FLASHING INTO

EXISTING STRUCTURE

SEALANT AND BACKER

ROD

SEALANT

NEW WOOD TRIM

ALIGNED W/ EXISTING

AND PAINTED TO MATCH

SHIM

SLOPE FLASHING TO EXTERIOR

NEW SS FLASHING W/ DRIP

EDGE AND END DAMS

SEALANT

SEALANT

REPLACE EXISTING WOOD

SILL W/ NEW, STAIN TO

MATCH EXISTING AND SEAL

NEW WOOD TRIM TO MATCH

PROPORTIONS OF HISTORIC

TRIM - PATCH AND REPAIR

HISTORIC TILE WAINSCOT AT

WINDOW AS REQUIRED

SEALANT

SEALANT AND BACKER

ROD

NEW WOOD TRIM

ALIGNED W/ EXISTING

AND PAINTED TO MATCH

SEALANT BED

SHIM

EXISTING MASONRY ARCH

EXTERIOR INTERIOR

V A

R

IE

S

S E

E R

C P

METAL STUDS @ 16"

O.C. BRACED TO

STRUCTURE ABOVE -

MATCH EXISTING

SOFFIT

5/8" GYP BD, PAINTED

TO MATCH ADJACENT

SURFACES - ALL SIDES

TYP.

CEILING TO REMAIN

REINSTALLED

EXISTING CORNER

GUARDS ON SOFFIT

B

1 2 3 4

A

C

6' - 4" 6' - 10"

7' - 0" 5' - 7"

6' - 6"

6' - 10"

5' - 11"

B02

COPY ROOM

(RICOH)

B01

STORAGE

B07

STORAGE

B10

ELEV LOBBY

B08

PAYROLL

STORAGE

B12

CORRIDOR

B04

AIR

COMPRESSOR/STORAGE

B14

EQUIP AND

POWER

B13EC

ELEC

B13

ELEVATOR

EQUIP

B06HC

HAC

B11

CORRIDOR

B-04

STAIR

B-03

STAIR

B-01

ELEVATOR

B03

DISTRIBUTION

STAIRS

A.F.F.7' - 0 1/2"

A.F.F.7' - 0 1/2"

A.F.F.7' - 0 1/2"

A.F.F.7' - 1 1/4"

A-100 _____ 2

P

IP

E T

U N

N E L

EXISTING

BLDG. 7

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/2 /2

:0

:0

A M

A

-3

M ilw a u k e e B

A

H U

R e p la c e m e n t_ d e ta c h e d .r v t

A-100

BASEMENT AND FIRST FLOORS - NEW

WORK, REFLECTED CEILING PLANS

7 8DGC

REPLACE BUILDING 5 AHUS

CLEMENT J. ZABLOCKI VAMC

5000 WEST NATIONAL AVENUE

MILWAUKEE, WI 53295 NOVEMBER 23, 2022

100% CONSTRUCTION DOCUMENTS

695-22-10721-319-Q30

B5

HD

NORTH

0 4 8 16

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

FIRST FLOOR - NEW WORK REFLECTED CEILING PLAN

LEGEND - REFLECTED CEILING PLAN

NORTH

0 4 8 16

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

BASEMENT

FIRST FLOOR

A. CONTRACTOR TO PROTECT EXISTING MATERIALS

TO REMAIN FROM DAMAGE DURING

CONSTRUCTION.

B. ALL CONSTRUCTION DEBRIS ARE TO BE REMOVED

FROM THE SITE EACH DAY AND DISPOSED OF

PROPERLY PER CONTRACT REQUIREMENTS.

C. CONTRACTOR TO PROVIDE PROTECTIVE

BARRIERS, WARNING SIGNS, AND TEMPORARY

PATHWAYS IN AREAS THAT WILL REMAIN

OPERATING DURING THE CONSTRUCTION PHASE.

D. CONTRACTOR SHALL PROVIDE DUST AND DEBRIS

BARRIERS IN ACCORDANCE WITH ICRA

REQUIREMENTS.

E. CONTRACTOR SHALL PATCH / REPAIR ANY WORK

TO REMAIN THAT WAS DAMAGED DURING

PERFORMANCE OF THIS WORK, TO MATCH

EXISTING FINISHES.

F. CONTRACTOR SHALL NOT DAMAGE RATED WALLS

OR CHASES. IF RATED ASSEMBLIES ARE DAMAGED

DURING CONSTRUCTION, CONTRACTOR SHALL

REPAIR / RESTORE TO ORIGINAL CONDITION.

G. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS PRIOR TO BEGINNING WORK.