S02 - Attachment 06 - 675-22-814 Drawings Bid Set.pdf

SHEET INDEX

GI001

SHEET

NO. DRAWING TITLE

GENERAL

GI002

ARCHITECTURAL

SHEET

NO.

COVER SHEET

NOTES, ABBREVIATIONS AND LEGEND

AE102

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

PROJECT NUMBER: 675-22-814

BID DOCUMENTS

5201 RAYMOND ST. ORLANDO, FL 32803

STRUCTURAL

STRUCTURAL NOTESS001

EXISTING 1ST FLOOR REFLECTED CEILING PLANS101

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

TRUE

NORTH

PLAN

NORTH

PLAN

NORTH

BUILDING 500 KEY PLANAE101

BUILDING 500 EXTERIOR ELEVATIONSAE201

BUILDING 500 EXTERIOR ELEVATIONSAE202

BUILDING 500 EXTERIOR ELEVATIONSAE203

BUILDING 500 EXTERIOR ELEVATIONSAE204

DOM BUILDING EXTERIOR ELEVATIONSAE205

BUILDING 500

PROJECT LOCATION

DOM BUILDING FIRST FLOOR PLAN

AE103 DOM BUILDING SECOND FLOOR PLAN

AE104 DOM BUILDING THIRD FLOOR PLAN

DOM BUILDING EXTERIOR ELEVATIONSAE206

DOM BUILDING

DOM BUILDING THIRD FLOOR DEMO PLANAD102

DOM BUILDING SECOND FLOOR DEMO PLANAD101

DETAILSAE501

EXISTING 2ND FLOOR FRAMING PLANS102

EXISTING 2ND FLOOR REFLECTED CEILING PLANS103

EXISTING 3RD FLOOR FRAMING PLANS104

CONCRETE DETAILSS301

DOM BUILDING EXTERIOR COURTYARD ELEVATIONSAE207

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

COVER SHEET PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

GI001

675-22-814

06-09-2023

/ DOM

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL LEGEND

GENERAL ARCHITECTURAL NOTES

GENERAL PROJECT NOTES

A

GA4

A301

A201

A401

ROOM

NAME

+ 0'-6"

F.E.C.

AIR CONDITIONING

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALUMINUM

BATT INSULATION

BOTTOM OF

CEMENTITIOUS BACKER BOARD

CEMENTITIOUS CRYSTALLINE WATERPROOFING

COLD-FORMED METAL FRAMING

CORNER GUARD

CENTERLINE

CONCRETE MASONRY UNIT

CASED OPENING

COMMUNICATION

CONCRETE

SEALED CONCRETE

CONTINUOUS

CONTRACTING OFFICER'S REPRESENTATIVE

CERAMIC TILE

CERAMIC TILE BASE

CARPET

DIAMETER

EXPANSION JOINT

ELECTRICAL

EPOXY FLOORING

EXPOSED STRUCTURE

ET CETERA

EXISTING

EXPOSED

FACTORY FINISH

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISHED FLOOR

FINISH

FLOOR

FACE OF

FIELD VERIFY

FABRIC WALLCOVERING

GAGE

GRANITE

GYPSUM (WALL) BOARD

HANDICAPPED

HOLLOW METAL

HANDRAIL

HEATING VENTILATION AND AIR-CONDITIONING

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MASONRY OPENING

METAL

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OPPOSITE HAND

PLASTER

PLASTIC LAMINATE

PORCELAIN TILE

PAIR

PAINT

QUARRY TILE

RESILIENT BASE

REFRIGERATOR

REQUIRED

RESINOUS FLOORING

RESINOUS EPOXY WALL-CEILING

ROUGH OPENING

RUBBER FLOORING

RECESSED PAPER HOLDER

SEALED HIGH BUILD GLAZED COATING

SOLID CORE WOOD

SIMILAR

SPECIAL FACED

STAINLESS STEEL

STEEL

SUBSTRATE

SHEET VINYL

SOLID VINYL TILE

TELEPHONE

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WALL PROTECTION

WOOD

WELDED SEAM SHEET FLOORING

AC

AT

AFF

AL

BATT

BO

CBB

CCW

CFMF

CG

C

CMU

CO

COMM

CONC

SCONC

CONT

COR

CT

CTB

CP

DIA

EJ

ELEC

EPY

ES

ETC

EXIST

EXP

FAC FIN

FD

FEC

FHC

FF

FIN

FLR

FO

FV

FWC

GA

GRA

GYP BD/GWB

HC

HM

HR

HVAC

MATL

MAX

MECH

MFR

MIN

MO

MTL

NIC

NTS

OC

OH

PLS

PL

PT

PR

P

QT

RB

REF

REQ'D

RES

RES-W

RO

RF

RPH

SC

SCW

SIM

SP

SS

STL

SUBS

SV

SVT

TELE

TO

TYP

UNO

VCT

VWC

WC

WP

WD

WSF

L

FIRE EXTINGUISHER CABINET

ROOM NAME AND NUMBER

DOOR NUMBER

KEY NOTE

WINDOW TYPE

PARTITION TYPE

DETAIL CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SECTION CALLOUT

VERTICAL ELEVATION

COLUMN CENTERLINE DESIGNATION

DEMOLITION KEY NOTE

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

INTERIOR ELEVATION CALLOUT

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

CARD READERCR

HIGH-PRESSURE LAMINATEHPL

LUXURY VINYL TILELVT

EDGE OF DECKEOD

DOWNSPOUTDS

CONTROL JOINTCJ

DRINKING FOUNTAINDF

FIRE RETARDANT TREATEDFRT

EXTERIOR INSULATION FINISHING SYSTEMEIFS

WATER RESISTANTWR

J1

SECTION CUT

HEAD/JAMB/SILL DETAIL NUMBER EQUALEQ

CARPET TILECPT

REFLECTED CEILING PLANRCP

SOLID SURFACE MATERIALSSM

X1045 EQUIPMENT JSN NUMBER

ALUMINUM COMPOSITE METAL PANELSACMP

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

" FACE OF EXISTING WALL SURFACE

" FACE OF NEW MASONRY

" FACE OF NEW WALL STUDS

" TOP OF SLAB

" TOP OF MASONRY

" ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED.

B. COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE NEW HOLES IN EXISTING

WALLS AND SLABS ARE CREATED FOR PENETRATIONS, COORDINATE SIZE AND LOCATION.

PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT,

GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE,

MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY.

C. COORDINATE AND PROVIDE GALVANIZED METAL BACKER PLATE OR SOLID FIRE

RETARDANT TREATED WOOD BLOCKING FOR WALL-MOUNTED ITEMS. COORDINATE

LOCATIONS WITH COR FOR GOVERNMENT PROVIDED/CONTRACTOR INSTALLED

EQUIPMENT.

D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING,

INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED.

E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND

FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF

THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR

APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES.

F. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING.

G. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE

DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR .

H. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS

REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL

BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES.

WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.)

EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES

SHALL BE PREPARED AS INDICATED OR SPECIFIED PRIOR TO INSTALLATION OF NEW

MATERIALS.

I. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN. REPAIR DAMAGES FROM

CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN, AT NO ADDITIONAL COST.

WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED.

A. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAN UP THE WORK AREA

IF SO ASKED IN MEDICAL SITUATIONS REQUIRING SUCH ACTION.

B. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL

SUBMITTALS FOR SUCH HAVE BEEN APPROVED.

C. ALL TOOLS AND MATERIALS USED IN THIS PROJECT SHALL BE PROPERLY SECURED AT ALL

TIMES BY THE CONTRACTOR TO REDUCE THE POSSIBILITY OF ANY OF THESE TOOLS BEING A

HAZARD TO PATIENTS, VISITORS AND STAFF.

D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF

HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE

WITH COR.

E. THE CONTRACTOR, AT HIS EXPENSE, WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF

HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE

ALLOWED TO PERFORM WORK ON VA PREMISES.

F. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT WILL BE LOANED OR GIVEN BY THE VA

TO ANY MEMBER OF THE CONTRACTOR'S WORK FORCE AT ANY TIME.

G. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE,

DUST AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM DURING

CONSTRUCTION. ALL SUCH ACTION MUST BE FIRST COORDINATED AN CLEARED WITH THE COR

AND THE VA SAFETY OFFICER. ALL FUNCTIONAL FIRE ALARM DEVICES SHALL BE ACTIVE

WHENEVER THE CONTRACTOR'S FORCES ARE NOT PRESENT IN THE WORK AREA.

H. THE CONTRACTOR MUST PROVIDE WRITTEN FIRE SAFETY CHECKLIST AT THE END OF EVERY

WORK DAY TO THE COR CERTIFYING THAT ALL WORK AREAS HAVE BEEN SURVEYED AND

FOUND TO BE SECURE, SAFE AND FREE OF ANY FLAMMABLE LIQUIDS.

I. CONTRACTOR SHALL COORDINATE ONLY WITH THE COR AND CONTRACTING OFFICER.

J. SEE SPECIFICATIONS SECTIONS 01 00 00 AND 01 35 26 FOR INTERIM LIFE SAFETY MEASURES.

K. ALL FINISH COLORS TO BE SELECTED BY COR/ VA INTERIOR DESIGNER WHERE NOT

OTHERWISE INDICATED. CONTRACTOR SHALL SUBMIT PRODUCTS FROM THE MANUFACTURER'S

FULL RANGE OF COLORS.

L. PROVIDE 24"X24" ACCESS PANELS IN HARD CEILINGS WHERE DUCTS AND DAMPERS OR OTHER

PIPES REQUIRE ACCESS AS REQUIRED. COORDINATE EXACT LOCATIONS WITH THE COR.

M. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING VA EQUIPMENT WITHOUT

AUTHORIZATION FROM VAMC ENGINEERING SERVICE UNLESS AN EMERGENCY SITUATION

OCCURS.

N. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA

DURING PERFORMANCE OF THE WORK.

O. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED EXIT LIGHTING AND SIGNAGE

REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

P. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION AND DID

NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE INSTALLED CONSTRUCTION PRIOR TO

COMMENCING WITH THE WORK. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR

SHALL NOTIFY THE COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH

THE WORK.

A ACCESSORY TYPE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

NOTES, ABBREVIATIONS AND

LEGENDS

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

GI002

675-22-814

06-09-2023

/ DOM

TRUE

NORTH

PLAN

NORTH

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

DEMO PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE

OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.

B. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE

OF THE WORK.

C. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED

VEHICULAR TRAFFIC AND DEMOLITION WORK.

DEMOLISH EXISTING RAILING SYSTEM AS INDICATED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO PLAN KEY NOTES #

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

BB

AA

C

D

E

GG

F

HH

2 5 6

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

STORAGE

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

LAUNDRY

201A

202A

203A

204A

205A

206A

207A 208A 209A 210A 211A 212A

214A

215A

216A

217A

218A

219A

220A221A222A223A224A225A

OPEN TO BELOW

TYP.

WALKWAY

PACKAGE AIR CONDITIONER- TYP.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

PB SJ/MDC

DOM BUILDING SECOND FLOOR

DEMO PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AD101

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AD101

1 DOM BUILDING SECOND FLOOR PLAN

PLAN

NORTH

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

DEMO PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE

OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.

B. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE

OF THE WORK.

C. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED

VEHICULAR TRAFFIC AND DEMOLITION WORK.

DEMOLISH EXISTING RAILING SYSTEM AS INDICATED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO PLAN KEY NOTES #

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

BB

AA

C

D

E

GG

F

HH

2 5 6

1 TYP.

OPEN TO BELOW

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

ELEC.

313A

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

LAUNDRY

301A

302A

303A

304A

305A

306A

307A 308A 309A 310A 311A 312A

314A

315A

316A

317A

318A

319A

320A321A322A323A324A325A

STORAGE

313B

WALKWAY

PACKAGE AIR CONDITIONER- TYP.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

PB SJ/MDC

DOM BUILDING THIRD FLOOR

DEMO PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AD102

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AD102

1 DOM BUILDING THIRD FLOOR PLAN

PLAN

NORTH

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

DEMO PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE

OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.

B. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE

OF THE WORK.

C. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED

VEHICULAR TRAFFIC AND DEMOLITION WORK.

DEMOLISH EXISTING RAILING SYSTEM AS INDICATED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO PLAN KEY NOTES #

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

BB

AA

C

D

E

GG

F

HH

2 5 6

1 TYP.

OPEN TO BELOW

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

ELEC.

313A

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

LAUNDRY

301A

302A

303A

304A

305A

306A

307A 308A 309A 310A 311A 312A

314A

315A

316A

317A

318A

319A

320A321A322A323A324A325A

STORAGE

313B

WALKWAY

PACKAGE AIR CONDITIONER- TYP.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

PB SJ/MDC

DOM BUILDING THIRD FLOOR

DEMO PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AD102

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AD102

PLAN

NORTH

PROJECT AREA

500 BUILDING

KEY PLAN

NTS

DOM

BUILDING

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

W

32 34 35 36 37 38 39 40 41 42 43

U2U2

V

33 33A

S2

R

N1

M1

JJ

F

C

HH

K1 L

M

P

Q

T

AE201

AE2021

AE203

AE204 1

FLOOR PLAN NOT SHOWN FOR CLARITY OF SCOPE OF WORK

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

BUILDING 500 KEY PLAN PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE101

675-22-814

06-09-2023

SCALE:

0' 8' 16' 32' 48'

1/16" = 1' - 0"

1/16" = 1'-0"AE101

1 BUILDING 500 KEY PLAN

UP

NORTH

PLAN

NORTH

FLOOR PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

BB

AA

C

D

E

GG

F

HH

2 5 6

7 8

AE205

AE206

AE205

AE206

AE207

AE207

AE207

AE207

TYP

SINGLE

ONE

PATIENT

BEDROOM

101A

SINGLE

ONE

PATIENT

BEDROOM

102A

SINGLE

ONE

PATIENT

BEDROOM

103A

104A

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

105A

106A

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

107A

SINGLE

ONE

PATIENT

BEDROOM

108A

SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

109A 110A 111A 112A

ELECTRICAL

113A

MECHANICAL

113B

114A

115A

116A

117A

118A

119A

BILLETING

OFFICE

SLEEPING

LOUNGE

MENS RR

WOMENS

RR

TELEPHONES

120A121A122A123A

AE205

TYP

UP

TYP

FLOOR PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE

COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.

B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.

D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR

TRAFFIC AND CONSTRUCTION WORK.

E. COORDINATE WORK INDICATED ON THIS DRAWING WITH ALL DISCIPLINES DRAWINGS.

F. PATCH/ REPAIR EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.

G. PAINT ALL INTERIOR SURFACES TO MATCH EXISTING WHERE IMPACTED BY NEW WORK.

H. REFER TO DRAWING GI002 FOR ADDITIONAL INSTRUCTIONS.

REMOVE EXISTING METAL SHROUD. DISCONNECT, REPLACE AND REROUTE CONDENSATE PIPING ALONGSIDE CHILLED WATER PIPING AT A MINIMUM SLOPE OF ¼= PER FOOT. EXEND CONDENSATE PIPING THROUGH EXISTING MASONRY. REINSTALL EXISTING METAL SHROUD AT COMPLETION OF WORK. REFER TO DRAWING AE205 FOR

ADDITIONAL INFORMATION AND DETAILS.

PROVIDE AND INSTALL DRYWELL SYSTEM AT APPROXIMATE LOCATION INDICATED. REFER TO DRAWING AE205

FOR ADDITIONAL INFORMATION AND DETAILS.

FLOOR PLAN KEY NOTES

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING FIRST FLOOR PLAN PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE102

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE102

1 DOM BUILDING FIRST FLOOR PLAN

DN

NORTH

PLAN

NORTH

FLOOR PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

BB

AA

C

D

E

GG

F

HH

2 5 6

AE205

AE206

AE205

AE206

OPEN TO BELOW

AE207

AE207

AE207

AE207

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

STORAGE

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

LAUNDRY

201A

202A

203A

204A

205A

206A

207A 208A 209A 210A 211A 212A

214A

215A

216A

217A

218A

219A

220A221A222A223A224A225A

WALKWAY

TYP

TYP

TYP

TYP

AE205

DN

FLOOR PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE

COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.

B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.

D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR

TRAFFIC AND CONSTRUCTION WORK.

E. COORDINATE WORK INDICATED ON THIS DRAWING WITH ALL DISCIPLINES DRAWINGS.

F. PATCH/ REPAIR EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.

G. PAINT ALL INTERIOR SURFACES TO MATCH EXISTING WHERE IMPACTED BY NEW WORK.

H. REFER TO DRAWING GI002 FOR ADDITIONAL INSTRUCTIONS.

REMOVE EXISTING METAL SHROUD. DISCONNECT, REPLACE AND REROUTE CONDENSATE PIPING ALONGSIDE CHILLED WATER PIPING AT A MINIMUM SLOPE OF ¼= PER FOOT. REINSTALL EXISTING METAL SHROUD AT

COMPLETION OF WORK.

PROVIDE AND INSTALL NEW RAILING SYSTEM AS INDICATED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

FLOOR PLAN KEY NOTES

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING SECOND FLOOR

PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE103

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE103

1 DOM BUILDING SECOND FLOOR PLAN

PLAN

NORTH

FLOOR PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

PROJECT AREA

DOM BUILDING

KEY PLAN

NTS

ALWYN C. CASHE STATE

VETERANS' NURSING HOME

500 BUILDING

BB

AA

C

D

E

GG

F

HH

2 5 6

AE205

AE206

AE205

AE206

OPEN TO BELOW

AE207

AE207

AE207

AE207

WALKWAY

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

308 SOPB

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

ELEC.

313A

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

SINGLE

ONE

PATIENT

BEDROOM

LAUNDRY

301A

302A

303A

304A

305A

306A

307A 308A 309A 310A 311A 312A

314A

315A

316A

317A

318A

319A

320A321A322A323A324A325A

STORAGE

313B

TYP

TYP

TYP

TYP

AE205

DN

DN

FLOOR PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE

COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.

B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.

D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR

TRAFFIC AND CONSTRUCTION WORK.

E. COORDINATE WORK INDICATED ON THIS DRAWING WITH ALL DISCIPLINES DRAWINGS.

F. PATCH/ REPAIR EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.

G. PAINT ALL INTERIOR SURFACES TO MATCH EXISTING WHERE IMPACTED BY NEW WORK.

H. REFER TO DRAWING GI002 FOR ADDITIONAL INSTRUCTIONS.

REMOVE EXISTING METAL SHROUD. DISCONNECT, REPLACE AND REROUTE CONDENSATE PIPING ALONGSIDE CHILLED WATER PIPING AT A MINIMUM SLOPE OF ¼= PER FOOT. REINSTALL EXISTING METAL SHROUD AT

COMPLETION OF WORK.

PROVIDE AND INSTALL NEW RAILING SYSTEM AS INDICATED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

FLOOR PLAN KEY NOTES

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING THIRD FLOOR PLAN PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE104

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE104

1ST FLOOR

0"

1ST FLOOR

0"

2ND FLOOR

15'-4"

3RD FLOOR

46'-0"

3234353637383940414243

4TH FLOOR

59'-4"

ROOF 1

72'-8"

ROOF 2

86'-0 1/2"

TUNNEL ROOF

14'-2"

M FLOOR

30'-8"

ROOF 3

99'-4 1/2"

AE501

AE501

TYP. @ 4TH FLOOR

TYP. @ 3RD FLOOR

EXTERIOR ELEVATION LEGEND

APPLY SILANE WATER REPELLANT TO MASONRY

FAÇADE IN ACCORDANCE WITH SPECIFICATIONS.

DO NOT APPLY TO SURFACES THAT ARE TO

RECEIVE PAINT, CAULKS, SEALANTS, OR ANY

LATER TREATMENTS.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

BUILDING 500 EXTERIOR

ELEVATION

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE201

675-22-814

06-09-2023

1/8" = 1'-0"AE201

1 BUILDING 500 NORTH EXTERIOR ELEVATION

0' 4' 8' 16' 24'

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

2ND FLOOR

15'-4"

3RD FLOOR

46'-0"

AB

KNSUW R J

F C

LPQ

4TH FLOOR

59'-4"

ROOF 1

72'-8"

ROOF 2

86'-0 1/2"

T L1

M FLOOR

30'-8"

ROOF 3

99'-4 1/2"

EXTERIOR ELEVATION LEGEND

APPLY SILANE WATER REPELLANT TO MASONRY

FAÇADE IN ACCORDANCE WITH SPECIFICATIONS.

DO NOT APPLY TO SURFACES THAT ARE TO

RECEIVE PAINT, CAULKS, SEALANTS, OR ANY

LATER TREATMENTS.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

BUILDING 500 EXTERIOR

ELEVATION

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE202

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE202

1 BUILDING 500 EAST EXTERIOR ELEVATION

2ND FLOOR

15'-4"

3RD FLOOR

46'-0"

32 34 35 36 37 38 39 40 41 42 4333 33A

4TH FLOOR

59'-4"

ROOF 1

72'-8"

ROOF 2

86'-0 1/2"

CRAWL SPACE

-6'-7 1/2"

M FLOOR

30'-8"

ROOF 3

99'-4 1/2"

AE501

AE501

TYP. @ 3RD FLOOR

TYP. @ 4TH FLOOR

EXTERIOR ELEVATION LEGEND

APPLY SILANE WATER REPELLANT TO MASONRY

FAÇADE IN ACCORDANCE WITH SPECIFICATIONS.

DO NOT APPLY TO SURFACES THAT ARE TO

RECEIVE PAINT, CAULKS, SEALANTS, OR ANY

LATER TREATMENTS.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

BUILDING 500 EXTERIOR

ELEVATION

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE203

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE203

1 BUILDING 500 SOUTH EXTERIOR ELEVATION

2ND FLOOR

15'-4"

3RD FLOOR

46'-0"

D E G G1

K N S S1 U WRJ

FC

L P Q

4TH FLOOR

59'-4"

ROOF 1

72'-8"

ROOF 2

86'-0 1/2"

TL1

M FLOOR

30'-8"

ROOF 3

99'-4 1/2"

EXTERIOR ELEVATION LEGEND

APPLY SILANE WATER REPELLANT TO MASONRY

FAÇADE IN ACCORDANCE WITH SPECIFICATIONS.

DO NOT APPLY TO SURFACES THAT ARE TO

RECEIVE PAINT, CAULKS, SEALANTS, OR ANY

LATER TREATMENTS.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

BUILDING 500 EXTERIOR

ELEVATION

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE204

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE204

1 BUILDING 500 WEST EXTERIOR ELEVATION

FIRST FLOOR

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

4 1678

SOFFIT & CEILING

25'-9 1/2"

AE205

AE501

TYP

TYP

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

B ADG FH

SOFFIT & CEILING

25'-9 1/2"

AE501

TYP

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

2"x 3" METAL

DOWNSPOUT, TYP

DRYWELL, TYP

AE205

CONDENSATE PIPING

TO SLOPE AT A

MINIMUM OF 1/4" PER

FOOT

SECOND FLOOR

REMOVE AND REINSTALL EXISTING METAL

SHROUD, TYP. ALL FLOORS. REPAIR AS

REQUIRED TO PREWORK CONDITION.

EXTEND CONDENSATE PIPING THROUGH

WALL, TYP. SLOPE PIPING 1/4"/FT MIN.

CONTINUE PIPING INSIDE DOWNSPOUT TO

DRYWELL AT GRADE LEVEL.

2" x 3" METAL DOWNSPOUT. CONTINUE

DOWNSPOUT GRADE LEVEL, TYPICAL

ALL LOCATIONS

THIRD FLOOR

2" x 3" METAL DOWNSPOUT. CONTINUE

DOWNSPOUT TO DRY WELL AT GRADE

LEVEL, TYPICAL ALL LOCATIONS

EXISTING MASONRY WALL BEYOND

FIRST FLOOR

2" x 3" METAL DOWNSPOUT. CONTINUE

DOWNSPOUT TO DRY WELL AT GRADE

LEVEL, TYPICAL ALL LOCATIONS

EXISTING CHILLED WATER

PIPING TO REMAIN.

DRYWELL

4"

CLOSURE CAP

AE205

2" x 3" METAL DOWNSPOUT. CONTINUE

DOWNSPOUT GRADE LEVEL, TYPICAL

ALL LOCATIONS

REPAIR/ REPLACE EXISTING FLOOR, BASE AND WALL

FINISHES WHERE IMPACTTED BY NEW WORK. .

M

IN

1' -0

2'

-6

COMPACT EARTH FILL.

RE-SEED SOIL WHERE

ANY GRASS HAS BEEN

DISTURBED.

PROVIDE SYNTHETIC

SOIL FABRIC AROUND ALL

SIDES OF DRYWELL.

2'-0"

FULL SIZE CONDENSATE

DRAIN PVC WITH SLOPE

@ 1/8" PER FOOT.

GRAVEL

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING EXTERIOR

ELEVATIONS

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE205

675-22-814

06-09-2023

1/8" = 1'-0"AE205

1 DOM BUILDING NORTH EXTERIOR ELEVATION

1/8" = 1'-0"AE205

2 DOM BUILDING EAST EXTERIOR ELEVATION

0' 4' 8' 16' 24'

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

1/4" = 1'-0"AE205

3 ENLARGED DOWNSPOUT ELEVATION

3/8" = 1'-0"AE205

4 TYPICAL INTERIOR ELEVATION

1 1/2" = 1'-0"AE205

5 CONDENSATE PIPING DIAGRAM DETAIL

1 1/2" = 1'-0"AE205

6 DRYWELL DRAIN DETAIL

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

41 2 5 6 7 8

SOFFIT & CEILING

25'-9 1/2"TYP.

AE501

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

BA C E G H

SOFFIT & CEILING

25'-9 1/2"3

AE501

TYP

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING EXTERIOR

ELEVATIONS

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE206

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE206

1 DOM BUILDING SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"AE206

2 DOM BUILDING WEST EXTERIOR ELEVATION

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

SOFFIT & CEILING

25'-9 1/2"

AE501

TYP.

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

D F

SOFFIT & CEILING

25'-9 1/2"3

AE501

TYP

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

SOFFIT & CEILING

25'-9 1/2"3

AE501

TYP

FIRST FLOOR

0"

SECOND FLOOR

8'-10 3/4"

THIRD FLOOR

17'-9 1/2"

CE

SOFFIT & CEILING

25'-9 1/2"

AE501

TYP

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DOM BUILDING EXTERIOR

COURTYARD ELEVATIONS

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE207

675-22-814

06-09-2023

0' 4' 8' 16' 24'

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

1/8" = 1'-0"AE207

1 COURTYARD NORTH EXTERIOR ELEVATION

1/8" = 1'-0"AE207

2 COURTYARD EAST EXTERIOR ELEVATION

1/8" = 1'-0"AE207

3 COURTYARD SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"AE207

4 COURTYARD WEST EXTERIOR ELEVATION

R E

F

5'

5/

8"

R E

F

2'

7"

DRILL 1/4" DIA WEEPS

@ EXISTING WEEPS,

@ PANEL JOINTS,

@ EVERY OTHER MORTAR JOINT

EXISTING PREFABRICATED BRICK

PANEL FACADE AND SOFFIT

EXISTING

CEILING

AE501

DRILL NEW 1/4" DIA WEEPS

@ PANEL JOINTS,

@ EVERY OTHER MORTAR JOINT

4"

PROVIDE SEALANT AT PERIMETER OF

EXISTING ALUMINUM STOREFRONT UNIT.

SEE SPECIFICATION SECTION 03 64 00 FOR

ADDTIONAL INFORMATION.

HYDROPHILLIC POLYURETHANE

CHEMICAL GROUT - FILL WINDOW

HEAD AND COAT INTERIOR FACE

OF BRICK PANEL. SEE

SPECIFICATION SECTION 03 64 00

FOR ADDTIONAL INSTRUCTIONS.

FV

REMOVE & REPLACE FURRING

CHANNEL & GWB COVER AS

REQUIRED TO INSTALL NEW WORK.

REMOVE AND REPLACE EXISTING

CEILING AS REQUIRED TO

INSTALL NEW WORK.

EXISTING BRICK PANEL TO REMAIN

4"

DRILL NEW 1/4" DIA WEEPS

@ PANEL JOINTS,

@ EVERY OTHER MORTAR JOINT

ELEVATIONSECTION

MAX

4"

3' -7

" A

FF

4' -3

"A

FF

4'-0" MAX

STAIR RAIL

STAIR PICKET

BEYOND

STAIR PICKET

STAIR RAIL

M A

X 4"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

PB SJ/MDC

DETAILS PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

AE501

675-22-814

06-09-2023

3/4" = 1'-0"AE501

1 SUPPLEMENTAL WEEPS @ 3RD AND 4TH FLOOR WINDOWS

3" = 1'-0"AE501

2 FLASHING DETAIL

/ DOM

1 1/2" = 1'-0"AE501

3 GUARDRAIL/ HANDRAIL DETAIL

POST-INSTALLED ANCHORS

A. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE

ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF

MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING

POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE

DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

INSTRUCTIONS. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED

BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD ALONG

WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL

ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS

CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF

THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR

STANDARD(S) AS REQUIRED BY THE BUILDING CODE.

B. CONCRETE ANCHORS

1. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE

BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE-

APPROVED ADHESIVE ANCHOR MANUFACTURERS:

a. SIMPSON STRONG-TIE ANCHORING SYSTEMS

b. HILTI

c. POWERS

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

STRUCTURAL NOTES PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S001

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

3 4 5 6

G

F

D

B

C

E

REF

6' - 6"

REF

77' - 6"

REF

6' - 6"

R E

F

6'

6"

R E

F

2'

6"

R E

F

R E

F

2'

6"

R E

F

6'

6"

C

A

A

A

A

A

A

A

A

EXIST STAIR

EXIST STAIR

EXIST 8" HOLLOW CORE SLABS TYP

EXIST 0' - 6" WIDE CONCRETE EDGE POUR

EXIST REINFORCED CONCRETE BEAMS TYP

E

PLAN

NORTH

TRUE

NORTH

A SPALL REPAIR (SF). SEE 1/S301.

B HANDRAIL POST SPALL REPAIR (SF). SEE 1/S301.

C MORTAR REPOINT (LF)

D TOPPING SLAB REMOVE & REPLACE (SF). SEE 2/S301.

MARK DEFICIENCY (UNIT)

MARK

QUANTITY

NOTE (IF ANY)

E REMOVE & REPLACE BRICK (EA)

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

3. SEE NOTES AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

KEY PLAN (NTS)

AREA OF

WORK

INDICATES EXIST. CMU WALL. SEE ARCH.

INDICATES CONCRETE WALL

INDICATES EXISTING CONCRETE OR HOLLOW CORE SLAB EDGE

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

EXIST 1ST FLOOR

REFLECTED CEILING PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S101

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S101

1 1ST FLOOR REFLECTED CEILING PLAN

Scale: 3/16"=1'-0"

4' 8' 16'2'

DEFICIENCY LEGEND

PLAN NOTES

REFLECTED CEILING PLAN LEGEND

PLAN

TRUE

NORTH

3 4 5 6

G

F

D

B

C

E

REF

6' - 6"

REF

77' - 6"

REF

6' - 6"

R E

F

6'

6"

R E

F

2'

6"

R E

F

R E

F

2'

6"

R E

F

6'

6"

C

B 2 B

B

B

A

B

B

B

B

D

TYP ENTIRE LEVEL

EXIST STAIR

EXIST STAIR

EXIST 0' - 6" WIDE CONCRETE EDGE POUR TYP

EXIST SLOPED TOPPING SLAB @ EXTERIOR WALKWAYS TYP

EXIST REINFORCED CONCRETE BEAMS TYP

E

A SPALL REPAIR (SF). SEE 1/S301.

B HANDRAIL POST SPALL REPAIR (SF). SEE 1/S301.

C MORTAR REPOINT (LF)

D TOPPING SLAB REMOVE & REPLACE (SF). SEE 2/S301.

MARK DEFICIENCY (UNIT)

MARK

QUANTITY

NOTE (IF ANY)

E REMOVE & REPLACE BRICK (EA)

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

3. SEE NOTES AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

KEY PLAN (NTS)

AREA OF

WORK

INDICATES EXIST. CMU WALL. SEE ARCH.

INDICATES CONCRETE WALL

INDICATES HIDDEN EDGE OF CONCRETE BEAM BELOW

INDICATES EXISTING CONCRETE OR HOLLOW CORE SLAB EDGE

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

EXISTING 2ND FLOOR

FRAMING PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S102

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

Scale: 3/16"=1'-0"

4' 8' 16'2' 3/16" = 1'-0"S102

1 EXISTING 2ND FLOOR FRAMING PLAN

DEFICIENCY LEGEND

FLOOR FRAMING PLAN LEGEND

TRUE

NORTH

3 4 5 6

G

F

D

B

C

E

REF

6' - 6"

REF

77' - 6"

REF

6' - 6"

R E

F

6'

6"

R E

F

2'

6"

R E

F

R E

F

2'

6"

R E

F

6'

6"

A

A

A

B

A

A

A

A

EXIST STAIR

EXIST STAIR

EXIST 0' - 6" WIDE CONCRETE EDGE POUR TYP

EXIST 8" HOLLOW CORE SLABS TYP

EXIST REINFORCED CONCRETE BEAMS TYP

A SPALL REPAIR (SF). SEE 1/S301.

B HANDRAIL POST SPALL REPAIR (SF). SEE 1/S301.

C MORTAR REPOINT (LF)

D TOPPING SLAB REMOVE & REPLACE (SF). SEE 2/S301.

MARK DEFICIENCY (UNIT)

MARK

QUANTITY

NOTE (IF ANY)

E REMOVE & REPLACE BRICK (EA)

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

3. SEE NOTES AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

KEY PLAN (NTS)

AREA OF

WORK

INDICATES EXIST. CMU WALL. SEE ARCH.

INDICATES CONCRETE WALL

INDICATES EXISTING CONCRETE OR HOLLOW CORE SLAB EDGE

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

EXISTING 2ND FLOOR

REFLECTED CEILING PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S103

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S103

2 EXISTING 2ND FLOOR REFLECTED CEILING PLAN

Scale: 3/16"=1'-0"

4' 8' 16'2'

DEFICIENCY LEGEND

REFLECTED CEILING PLAN LEGEND

TRUE

NORTH

3 4 5 6

G

F

D

B

C

E

REF

6' - 6"

REF

77' - 6"

REF

6' - 6"

R E

F

6'

6"

R E

F

2'

6"

R E

F

R E

F

2'

6"

R E

F

6'

6"

B 2 B

B

B

A

B

B

B

B

C

B

D

TYP ENTIRE LEVEL

EXIST STAIR

EXIST STAIR

EXIST 0' - 6" WIDE CONCRETE EDGE POUR TYP

EXIST SLOPED TOPPING SLAB @ EXTERIOR WALKWAYS TYP

EXIST REINFORCED CONCRETE BEAMS TYP

E

A SPALL REPAIR (SF). SEE 1/S301.

B HANDRAIL POST SPALL REPAIR (SF). SEE 1/S301.

C MORTAR REPOINT (LF)

D TOPPING SLAB REMOVE & REPLACE (SF). SEE 2/S301.

MARK DEFICIENCY (UNIT)

MARK

QUANTITY

NOTE (IF ANY)

E REMOVE & REPLACE BRICK (EA)

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

3. SEE NOTES AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

KEY PLAN (NTS)

AREA OF

WORK

INDICATES EXIST. CMU WALL. SEE ARCH.

INDICATES CONCRETE WALL

INDICATES HIDDEN EDGE OF CONCRETE BEAM BELOW

INDICATES EXISTING CONCRETE OR HOLLOW CORE SLAB EDGE

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

EXISTING 3RD FLOOR

FRAMING PLAN

PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S104

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S104

1 EXISTING 3RD FLOOR FRAMING PLAN

Scale: 3/16"=1'-0"

4' 8' 16'2'

DEFICIENCY LEGEND

FLOOR FRAMING PLAN LEGEND

EXISTING

CONCRETE

REMOVE UNSOUND CONCRETE FROM REPAIR AREA.

CAST TO RESTORE ORIGINAL CROSS-SECTION

EXISTING REINFORCING BARS, BLAST, CLEAN, AND COAT WITH

CORROSION INHIBITOR WHERE BARS ARE EXPOSED. WHERE

REINFORCEMENT IS FOUND TO BE SEVERELY CORRODED OR

HAS LOST 10% OR MORE OF ITS CROSS SECTIONAL AREA,

SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED.

CHIP CONCRETE TO A

MIN. DEPTH OF 3/4"

BELOW REINFORCING

STEEL

3/4" SAWCUT AROUND PERIMETER OF

PATCH AREA - BEVEL SAWCUT AWAY

FROM CENTER OF PATCH AREA

NOTES:

1. LARGE AND/OR DEEP AREAS OF REMOVAL MAY REQUIRE SHORING.

REPORT TO ENGINEER IF REMOVAL OF LARGE AREA IS REQUIRED.

BEYOND REINFORCING

1" MIN CLEARANCE

3/4" MIN.

CLEARANCE

EXIST #3 @ 16" O.C.

EXIST 6x6 - 10/10

WWM

REMOVE & REPLACE EXIST TOPPING

SLAB TO FACE OF EXIST BRICK. DO NOT

DAMAGE REINFORCEMENT.

1/

2"2"

EXIST FACE BRICK

1:12 SLOPE TYP

EXIST HOLLOW CORE

EXIST 0' - 6" CONCRETE

EDGE POUR

CONC. TOPPING SLAB

EXIST HOLLOW CORE

3" 4"

1/

2"

1 1/2" dia.XS GUARDRAIL

POST AT 4'-0" O.C. MAX.

EXIST

REINFORCING

1/2" dia.x4 1/2" EMBED HILTI

HIT-2 ANCHOR + HY 200 EPOXY

OR EQUAL

A

A

1/

2"

4" 3"

1/

2"

5 1/2"

1/2"x8"x0'-9 1/2"

PLATE

EXIST ELEVATED

WALKWAY

GUARDRAIL POST

(1/8)

A - A

DO NOT DAMAGE REINFORCEMENT

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DOM

CONCRETE DETAILS PERFORM STRUCTURAL AND WATER

INTRUSION REPAIRS

ORLANDO, FL

S301

675-22-814

06-09-2023

BID DOCUMENTS

DCASLW

1 1/2" = 1'-0"S301

1 TYPICAL CONCRETE REPAIR DETAIL

1" = 1'-0"S301

2 TOPPING SLAB REPLACEMENT DETAIL

1" = 1'-0"S301

3 GUARDRAIL ATTACHMENT DETAIL