2026-03-13 Revised Reconciled Bid Documents.pdf

SHEET INDEX

GI001

SHEET

NO. DRAWING TITLE

GENERAL

GI002

ARCHITECTURAL

SHEET

NO.

COVER SHEET

GENERAL NOTES, DETAILS, ABBREVIATIONS AND LEGENDS

PARTIAL BASEMENT PLANAE101

RENOVATE PHARMACY FOR USP COMPLIANCE

PROJECT NUMBER: 540-18-020

BID DOCUMENTS

LOUIS A. JOHNSON VA MEDICAL CENTER

CLARKSBURG, WV

PARTIAL BASEMENT DEMOLITION PLANAD101

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

PROJECT LOCATION PROJECT LOCATION

TRUE

NORTH

PLAN

NORTH

TRUE

NORTH

PLAN

NORTH

PARTIAL SIXTH FLOOR, REFLECTED CEILING AND ROOF DEMOLITION PLANAD102

PARTIAL BASEMENT DEMOLITION REFLECTED CEILING PLANAD111

PARTIAL SIXTH FLOOR, REFLECTED CEILING AND ROOF PLANAE102

PARTIAL BASEMENT REFLECTED CEILING PLANAE111

GI003 INFECTION CONTROL PLANS

ROOM FINISH SCHEDULE, PARTITION TYPES AND DETAILSAE601

DOOR SCHEDULE AND DETAILSAE611

ENLARGED FLOOR PLANS, EQUIPMENT AND SIGNAGE SCHEDULESAE401

INTERIOR ELEVATIONSAE451

PARTIAL FOURTH FLOOR DEMOLITION ROOF PLANAD121

PARTIAL FOURTH FLOOR ROOF PLANAE121

STRUCTURAL

STRUCTURAL NOTESS001

BASEMENT FOUNDATION PLANS101

ROOF AND FLOOR FRAMING PLANSS102

STEEL DETAILSS501

PLUMBING ABBREVIATIONS, LEGENDS, SCHEDULES & NOTESP-001

PLUMBING

PLUMBING PARTIAL UNDERGROUND PLAN - DEMOPD-100

PLUMBING PARTIAL BASEMENT FLOOR PLAN - DEMOPD-101

PLUMBING PARTIAL BASEMENT FLOOR PLAN - NEW WORKP-101

PLUMBING PARTIAL SIXTH FLOOR PLAN - NEW WORKP-102

PLUMBING DETAILSP-501

SEISMIC BRACING DETAILSP-502

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

MECHANICAL

MECHANICAL NOTESM002

PARTIAL BASEMENT DUCT - DEMOLITION PLANMD101

PARTIAL BASEMENT PIPING - DEMOLITION PLANMD102

PARTIAL ROOF DUCT AND PIPING - DEMOLITION PLANMD103

PARTIAL SIXTH FLOOR AND ROOF DUCT AND PIPING - DEMOLITION PLANMD104

PARTIAL BASEMENT AND SIXTH FLOOR AIRFLOW AND PRESSURE PLAN - NEW WORK PLANM100

PARTIAL BASEMENT DUCTWORK - NEW WORK PLANM101

PARTIAL BASEMENT PIPING - NEW WORK PLANM102

PARTIAL ROOF DUCT AND PIPING - NEW WORK PLANM103

PARTIAL SIXTH FLOOR AND ROOF DUCT AND PIPING - NEW WORK PLANM104

ENLARGED, SECTION, AND ISOMETRIC MECHANICAL PLAN - NEW WORK PLANM401

HVAC DETAILSM501

M502 MECHANICAL PIPING DETAILS

M503

MECHANICAL SCHEDULESM601

VA STATION GENERAL CONTROL NOTES AND LEGENDM800

CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT - MECHANICALM801

CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT - MECHANICALM802

ELECTRICAL GENERAL NOTES AND ABBREVIATIONSE001

ELECTRICAL

ELECTRICAL LEGENDE002

ELECTRICAL PARTIAL BASEMENT PLANSEE101

ELECTRICAL PARTIAL SIXTH FLOOR, RCP AND ROOF PLANEE102

ELECTRICAL DETAILSEE501

ELECTRICAL SCHEDULESEE612

FIRE PROTECTION ABBREVIATIONS, LEGEND & NOTESFP-001

FIRE PROTECTION

FIRE PROTECTION PARTIAL SIXTH FLOOR PLAN - DEMO & NEW WORK

FP-101

FP-102

FIRE PROTECTION PARTIAL BASEMENT FLOOR PLAN - DEMOFD-101

FIRE PROTECTION SEISMIC BRACING DETAILSFP-501

FIRE PROTECTION PARTIAL BASEMENT FLOOR PLAN - NEW

ELECTRICAL PARTIAL BASEMENT DEMO PLANED101

ED102 ELECTRICAL PARTIAL SIXTH FLOOR, RCP, AND ROOF DEMO PLAN

LOW VOLTAGE PLANSEE103

MISCELLANEOUS DETAILSAE501

MECHANICAL DETAILS

PARTIAL BASEMENT AND SIXTH FLOOR LIFE SAFETY PLANSLS101

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JH SJ/KB

540-18-020

03-13-2026REVISIONS:

A

B

C

D

E

F

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

COVER SHEET

GI001

sjeffries Snapshot

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

EQUALEQ

CARPET TILECPT

REFLECTED CEILING PLANRCP

SOLID SURFACE MATERIALSSM

X1045 EQUIPMENT AND ACCESSORY TAG

ALUMINUM COMPOSITE METAL PANELSACMP

A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO:

• FACE OF EXISTING WALL SURFACE

• FACE OF MASONRY

• FACE OF WALL STUDS

• TOP OF SLAB

• TOP OF MASONRY

• ALIGN 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 REMOVED 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

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.

J. SEAL ALL PLATES, COVERS, DEVICES; AND GENERAL FLOOR, WALL AND CEILING

PENETRATIONS IN ALL SPACES, TYPICAL.

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

AS DIRECTED 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 COLORS 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.

Q. COORDINATE WORK WITH EQUIPMENT SUPPLIER/ INSTALLER CONTRACTED SEPARATELY WITH

THE GOVERNMENT.

CODE SUMMARY

1. VA DESIGN GUIDES – TECHNICAL INFORMATION LIBRARY

2. PG 18-3 VA DESIGN AND CONSTRUCTION PROCEDURES, TOPIC 1

3. 2018 NPFA 1 FIRE CODE

4. 2018 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

5. 2018 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

6. 2018 NFPA 70 NATIONAL ELECTRIC CODE (NEC)

7. 2018 NFPA 72 NATIONAL FIRE ALARM SIGNALING CODE

8. 2018 NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS

9. 2018 NFPA 90B INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS

10. 2018 NFPA 101 LIFE SAFETY CODE (LSC)

11. 2018 NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION

12. 2018 INTERNATIONAL BUILDING CODE (IBC)

13. 2018 INTERNATIONAL PLUMBING CODE (IPC)

14. 2018 INTERNATIONAL MECHANICAL CODE (IMC) AND ASHRAE 90.1

15. 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

16. ARCHITECTURAL BARRIES ACT ACCESSIBILITY STANDARDS (ABAAS)

17. VA BARRIER FREE DESIGN GUIDE (PG-18-13)

18. RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) (42 U.S.C.6901, ET SEQ)

19. THE NATIONAL ENERGY CONSERVATION POLICY ACT

20. EXECUTIVE ORDER 131468 PF APRIL 21, 2000, GREENING THE GOVERNMENT THROUGH

LEADERSHIP IN ENVIRONMENTAL MANAGEMENT.

21. EXECUTIVE ORDER 13101 OF SEPTEMBER 14, 1998, GREENING THE GOVERNMENT THROUGH

WASTE PREVENTION, RECYCLING, AND FEDERAL ACQUISITION; AND EXECUTIVE ORDER 13123

OF JUNE 1999, GREENING THE GOVERNMENT THROUGH EFFICIENT ENERGY MANAGEMENT.

SIGNAGE TYPE1

ACCESSIBILITY REQUIREMENTS

FRONT APPROACHES

HINGE-SIDE APPROACHES

LATCH-SIDE APPROACHES

USE EITHER

OPTION 1 OR

OPTION 2

ALL DOOR ASSEMBLIES SHALL BE CONSTRUCTED TO MEET THE

INDICATED MINIMUM CLEARANCES AS APPLICABLE.

1'-0" IF DOOR HAS BOTH

A CLOSER AND A

LATCH

5' -0

1'-6"

3' -6

4'-6"

4' -0

O P

TI

O

N

5' -0

OPTION 1

3'-0"

O P

TI

O

N

4' -6

OPTION 2

3'-6"

2'-0"

4' -0

2'-0"

3' -6

4' -0

4' -6

W / C

LO

S

E R

4' -0

W / C

LO

S

E R

W /C

LO

S

E R

A N

D L

A

TC

H

ALL WORK SHALL COMPLY WITH FEDERAL ABA,

LOCAL, AND STATE ACCESSIBILITY CODES AND

REQUIREMENTS.

DOOR LOCATIONS

TYPICAL DETAILS

TYP DOOR LOCATION

SEE DOOR SCHEDULE

4"

TYP

TYPICAL SIGNAGE MOUNTING HEIGHTS

A A

5' -0

4' -9

EQ EQ

MOUNTING HEIGHTS

PROVIDE BLOCKING AT ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES

3' -4

3' -8

CL

CL

FEC GARMENT

HOOK

TYPICAL SCRUB SINK

PAPER

TOWEL

DISPENSER

3' -5

3' -6

SOAP

DISPENSER

3' -6

APRON/GLOVE

RACK

2' -1

0"

TOILET

ROOM SHELF

ELECTRIC

HAND DRYER

3' -7

3' -6

PASS-THROUGH

CABINET

2' -1

0"

1'-6"

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JH SJ/KB

540-18-020

03-13-2026REVISIONS:

A

B

C

D

E

F

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

GENERAL NOTES, DETAILS, ABBREVIATIONS

AND LEGENDS

GI002

UP

AF AE

AAABACAD

A8

A7

A7.9

15 16 17 18 19 20 21 22

L

J

F

TABLE TABLE TABLE

TABLE

T A

B L E

BIO SAFETY

CABINET

BIO SAFETY

CABINET

BIO

SAFETY

CABINET

REF

REF

AHU

OFFICE

B235

HSKP

B236

OFFICE

B235B

OFFICE

B235C

HAC

B216

B215A

TLT

B215B

OFFICE

B 308

TOI

B237

ELEC

B245

DATA

B247

BF111C

OFFICE

B239

MEDICAL

RECORDS

B218

BF111E

B214A OFFICE

B240

FILE ROOM

B218B

OFFICE

B 309

TOI

B238

STAIR J

B246

MECH

B242

OFFICE

B218APHAR ADMIN

B214

MECH

B241

STORAGE

B243

ANTEROOM

B215D

IV LAB

B215E

HAZ STOR

B215G

MECH

B215C

ONCOLOGY

B215F

STAIR K

B244

REF REF

C A

R

T DELIVERY

STAGING UNIT

FRZR

ORDERS

CLERK

WORKSTATION

ONCOLOGY

REF

PHARMACY

TECH STAT

PREPARATIONS

DAILY CART

BF111C

PHARMACY

CHIEF

STAT INPATIENT PHARMACY

B215E

17.

15.

18.

19.

CEF.

17.5

BED RM

BED RM

SUPPLY RM

LOCKER

OFFICE

WORK

AREA

ELEVATOR

P2

STAIR - C

TLT

645A

TLT

OFFICE

PIPE CHASE

601A

#ICRA BARRIER PLAN KEY NOTES:

PRIOR TO COMMENCING ANY WORK, CONTRACTOR TO INSTALL LEVEL

IV INFECTION CONTROL BARRIERS WITH ACCESS DOORS. ANY WORK

OUTSIDE OF BARRIERS WILL BE PERFORMED ON NIGHTS AND/OR

WEEKENDS (AS COORDINATED WITH COR). PROVIDE KEYPAD LOCKSET

AT ICRA BARRIER ENTRANCE DOORS.

ICRA BARRIER PLAN LEGEND

LEVEL IV INFECTION CONTROL

BARRIER AND ENTRANCE DOOR

ICRA BARRIER PLAN GENERAL NOTES:

A. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION

AND INFECTION CONTROL MEASURES WITH COR AND PATIENT SAFETY/INFECTION CONTROL

REPRESENTATIVE. TEMPORARY IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS

ARE APPROXIMATE. CONTRACTOR SHALL PROVIDE MEASURED DRAWINGS TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA PROTOCOLS AND

SCHEDULE IS APPROVED.

B. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED DURING NORMAL

BUSINESS HOURS. ANY INTERRUPTIONS MUST BE REQUESTED AHEAD OF TIME AND

APPROVED. SEE SPECIFICATION 013526 AND MEMO 001S-08-18 FOR PROCEDURES AND HOURS

OF OPERATION.

C. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES: A 24"X36" STICKY WALK OFF MAT

AND HAND SANITIZER AT EACH TEMPORARY DOOR LOCATION. MAT SHALL BE REPLACED OR

CLEANED AS NECESSARY.

D. PROVIDE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH TEMPORARY ICRA

ENTRANCE DOOR.

E. PROVIDE LEVEL IV ICRA BARRIERS AND ENTRANCE DOORS AS REQUIRED AND INDICATED ON

FLOOR PLANS. COORDINATE LOCATIONS WITH COR. BASIS OF DESIGN: STARC SYSTEMS.

CONTACT: MAX DANSKY; OFFICE : 207-844-2789; CELL: 978-502-9689; EMAIL:

MDANSKY@STARCSYSTEMS.COM.

F. CONTRACTOR SHALL MAINTAIN 4'-0" CLEAR WIDTH IN THE CORRIDOR FROM THE ICRA BARRIER

FOR CIRCULATION THROUGHOUT THE CONSTRUCTION.

G. PLANS PROVIDED ARE FOR GUIDANCE, CONTRACTOR TO PROVIDE SUBMITTAL PACKAGE

SHOWING ACTUAL LAYOUT AND CONSTRUCTION OF BARRIERS FOR REVIEW AND APPROVAL OF

COR.

TRUE

NORTH

PLAN

NORTH

BASEMENT KEY PLAN

N.T.S

PROJECT AREA

SIXTH FLOOR KEY PLAN

N.T.S

PROJECT AREA

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

JH SJ/KB

540-18-020

03-13-2026REVISIONS:

A

B

C

D

E

F

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

INFECTION CONTROL PLANS

GI003

1/8" = 1'-0"GI003

1 PARTIAL BASEMENT ICRA PLAN

1/8" = 1'-0"GI003

2 PARTIAL SIXTH FLOOR ICRA PLAN

0' 4' 8' 16' 24'

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

DESIGN CODES:

1.1 BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE AS AMENDED BY

A.VA H-18-8 SEISMIC DESIGN REQUIREMENTS

B.NATIONAL LOADING STANDARD: ASCE 7-16 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

C.STEEL: AISC 360-16 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

DESIGN LOADS:

1.1 DESIGN LOADS ARE AS FOLLOWS:

A.ROOF:

1. DEAD LOADS:

a. PLATFORM & EXISTING ROOF: SELF WEIGHT OF MATERIALS

b. EQUIPMENT ON PLATFORM: SEE BELOW

2. LIVE LOADS:

a. PLATFORM: 60 PSF

b. EXISTING ROOF: 20 PSF

3. COLLATERAL LOADS:

a. PLATFORM & EXISTING ROOF: 10 PSF

4. RAIN LOADS:

a. N/A: NO ACCUMULATION

5. FLOOD LOADS:

a. N/A: NOT IN FLOOD HAZARD AREA

6. SNOW LOADS:

a.GROUND SNOW LOAD = 20 PSF

B.WIND LOADS:

1. DESIGN WIND SPEED = Vult 120 MPH

2. WIND EXPOSURE = B

3. RISK CATEGORY = IV

C.EARTHQUAKE LOADS:

1. OCCUPANCY CATEGORY = IV

2. SPECTRAL RESPONSE COEFFICIENT

a. Ss = 0.103 g

b. S1 = 0.051 9

3. SPECTRAL RESPONSE ACCELERATION

a. Sds = 0.110 g

b. Sd1 = 0.081 g

4. SEISMIC DESIGN CATEGORY = C

5. SITE CLASS = D

6. SEISMIC COEFFICIENTS FOR FANS:

a. COMPONENT AMPLIFICATION FACTOR (Ap) = 2.5

b. COMPONENT RESPONSE MODIFICATION FACTOR (Rp) = 6

c. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

d. MECHANICAL COMPONENT ANCHORAGE: Fp = 0.466 Wp

1.2 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 FOR DEFLECTION LIMITS.

UNIT IDENTIFIER

L(IN) W(IN) H(IN)

MAX DIMENSIONS

MAX WEIGHT(LB)

EF-02A&B 49 22 132 844

117 57 156 3167EF-01A&B

GENERAL STRUCTURAL NOTES:

1.1 ELEVATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS ARE ELEVATIONS RELATIVE TO THE FINISH EXISTING

FLOOR ELEVATION UNLESS NOTED OTHERWISE

1.2 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL

APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED.

1.3 THE STRUCTURAL DESIGN OF THE STRUCTURE IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING DURING CONSTRUCTION.

1.4 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING AND SETTING OF

EQUIPMENT IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.5 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES TO PROVIDE A COMPLETE STRUCTURALLY SOUND STRUCTURE WITH A CONTINUOUS LOAD PATH. BRING ANY DISCONTINUITIES TO THE

ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY.

1.6 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR CONSTRUCTION. BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF AS-BUILT CONDITIONS TO THE ATTENTION OF THE

STRUCTURAL ENGINEER IMMEDIATELY.

1.7 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF

ANY DISCREPANCIES.

SHOP DRAWINGS

2.1 STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL

DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS

PROJECT AS INDICATED ON THE DRAWINGS.

2.2 CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE HARD COPY AND LEGIBLE PDF FOR EACH STRUCTURAL

COMPONENT FOR REVIEW PRIOR TO FABRICATION.

2.3 PHOTOCOPY REPRODUCTIONS OF THE CONTRACT DOCUMENTS WILL BE REJECTED AND CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ASSOCIATED DELAYS.

2.4 SUBMITTALS FOR VENDOR DESIGNED COMPONENTS SHALL BE ACCOMPANIED BY DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. IN ADDITION, THESE SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF THE STRUCTURAL

ENGINEER SEALING THIS WORK.

2.5 REVIEW OF SUBMITTALS INCLUDING SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SUBMITTALS.

2.6 SUBMITTALS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMISSION FOR ENGINEER'S REVIEW, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND AS-BUILT CONDITIONS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE CLEARLY NOTED ALONG WITH REASONS FOR THE DEVIATION.

2.7 ALLOW A MINIMUM OF TWO CALENDAR WEEKS (14 DAYS) FROM RECEIPT OF SUBMITTALS AT THE ENGINEERS OFFICE FOR REVIEW. ALLOW TIME IN THE CONSTRUCTION SCHEDULE FOR SHIPPING AND PROCESSING TIME IN ADDITION TO

SUCH REVIEWS.

SPECIAL INSPECTIONS:

1.1 SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE BUILDING CODE

REFERENCED ABOVE AND AS DEFINED IN THE SPECIFICATIONS.

EQUIPMENT NOTES:

1.1 EQUIPMENT COORDINATION

A.THE CONTRACTOR SHALL COORDINATE DIMENSIONAL AND UTILITY REQUIREMENTS OF ACTUAL EQUIPMENT

PURCHASED WITH PROVISIONS SHOWN ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CHANGES NECESSARY TO MAKE SUCH COORDINATION WITHOUT ADDITIONAL COST

TO THE GOVERNMENT.

1.2 EQUIPMENT ANCHORAGE

A.THE CONTRACTOR SHALL ENGINEER, FURNISH AND INSTALL NECESSARY ANCHORAGE AND VIBRATION ISOLATION

FOR ALL EQUIPMENT AND CURBS TO RESIST ALL LOADING INCLUDING BUT NOT LIMITED VIBRATORY, WIND AND

EARTHQUAKE LOADS AT NO ADDITIONAL COST TO THE GOVERNMENT.

B.THE CONTRACTOR SHALL PREPARE AND SUBMIT ANCHORAGE DETAILS AND SUPPORTING CALCULATIONS PREPARED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT FOR ALL MOUNTED EQUIPMENT, AND ASSOCIATED CURBS, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND

INSTALLATION.

1.3 EQUIPMENT STRUCTURAL SUPPORT

A.THE STRUCTURAL DESIGN DEPICTED ON THESE DRAWINGS IS BASED ON THE EQUIPMENT DIMENSIONS AND

WEIGHTS OUTLINED ABOVE. IN THE EVENT THE CONTRACTOR SELECTS EQUIPMENT WITH WEIGHT GREATER THAN THAT DEPICTED IN THE TABLE SHOWN ON THIS SHEET, OR DIMENSIONS MORE THAN 10% GREATER OR LESS THAN THOSE DEPICTED IN THE TABLE SHOWN ON THIS SHEET, THE CONTRACTOR SHALL HAVE THE AFFECTED SUPPORTING STRUCTURE (NEW AND EXISTING) EVALUATED AND REINFORCED AS NECESSARY BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, AND SUBMIT SEALED CALCULATIONS AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. COSTS ASSOCIATED WITH ENGINEERING ANALYSIS, DESIGN AND CONSTRUCTION OF REPAIRS SHALL BE BORN BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

STRUCTURAL STEEL NOTES:

1.1 GENERAL

A.GENERAL REQUIREMENTS

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OF

STEEL CONSTRUCTION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.

B.SUBMITTALS

1. SHOP DRAWINGS: ERECTION AND FABRICATION DRAWINGS. SHOP DRAWINGS SHALL NOT CONTAIN

REPRODUCTIONS OF THE CONTRACT DRAWINGS. MEMBER SUBSTITUTION AND DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED WITH AN EXPLANATION FOR THE PROPOSED DEVIATION.

C.DELIVERY, STORAGE AND HANDLING

1. PROTECT FROM CORROSION, DEFORMATION, AND OTHER TYPES OF DAMAGE. STORE ITEMS IN AN ENCLOSED

AREA FREE FROM CONTACT WITH SOIL AND WEATHER. REMOVE AND REPLACE DAMAGED ITEMS WITH NEW

ITEMS.

1.2 PRODUCTS

A.MATERIALS:

1. ALL WIDE FLANGE W'S & WT'S SHALL BE IN CONFORMANCE WITH ASTM A 992, LATEST ADOPTED EDITION, UNO.

2. ALL OTHER SHAPES, PLATES AND BARS SHALL BE IN CONFORMANCE WITH ASTM A 36, LATEST ADOPTED EDITION, UNO.

3. ALL SQUARE, RECTANGULAR AND ROUND TUBING SHALL BE IN CONFORMANCE WITH ASTM A 500, LATEST

ADOPTED EDITION, GRADE B.

4. ALL ROUND PIPE SHALL BE IN CONFORMANCE WITH ASTM A 53, LATEST ADOPTED EDITION, GRADE B.

5. BOLTS SHALL CONFORM TO F 1852 (A 325) TYPE 1 LOAD INDICATOR BOLTS, UNO.

6. THREADED RODS SHALL COMPLY WITH ASTM A 36, LATEST ADOPTED EDITION, UNO.

7. HARDENED STEEL WASHERS SHALL COMPLY WITH ASTM F 436.

8. HEAVY HEX NUTS SHALL COMPLY WITH ASTM A 563.

9. GROUT (WHERE SHOWN OR REQUIRED) SHALL BE NON-SHRINK, NON-METALLIC FACTORY PREMIXED GROUT

HAVING A COMPRESSIVE STRENGTH OF 6800PSI AT 28 DAYS.

B.FABRICATION

1. ALL NATURAL AND FABRICATED CAMBER SHALL BE INSTALLED UPWARD.

2. THE MINIMUM THICKNESS OF GUSSET AND FIN PLATES SHALL BE 3/8 IN.

3. BOLTED CONNECTIONS:

a. ALL OTHERS MAY BE CONSIDERED AS "BEARING" TYPE N.

b. THE MINIMUM NUMBER OF BOLTS IN STRUCTURAL STEEL CONNECTIONS SHALL BE AS FOLLOWS:

1) A MINIMUM OF TWO BOLTS PER CONNECTION SHALL BE USED, UNO.

C.FINISH (ROOF TOP EQUIPMENT SUPPORT)

1. SURFACE PREPARATION:

a. UNLESS NOTED OTHERWISE, SHOP CLEAN THE SURFACE OF ALL STRUCTURAL STEEL IN ACCORDANCE WITH

THE REQUIREMENTS OF SSPC-SP2

2. PRIMER:

a. UNLESS NOTED OTHERWISE SHOP PAINT WITH A MINIMUM OF 1.0 MILS OF THE FABRICATORS STANDARD RUST

INHIBITIVE PRIMER.

b. BLOCK OUT PRIMER AT THE FOLLOWING LOCATIONS:

1) STEEL AT SLIP CRITICAL CONNECTIONS.

2) STEEL TO BE EMBEDDED IN CONCRETE.

3) STEEL TO RECEIVE SPRAY-ON FIRE PROOFING.

4) STEEL TO RECEIVE GALVANIZED FINISH.

3. FINISH COATING:

a. HOT DIPPED GALVANIZED: ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-

DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153.

D.FINISH (ALL OTHER STEEL)

1. SURFACE PREPARATION:

a. UNLESS NOTED OTHERWISE, SHOP CLEAN THE SURFACE OF ALL STRUCTURAL STEEL IN ACCORDANCE WITH

THE REQUIREMENTS OF SSPC-SP2.

2. PRIMER:

a. UNLESS NOTED OTHERWISE SHOP PAINT WITH A MINIMUM OF 1.0 MILS OF THE RUST INHIBITIVE PRIMER.

3. FINISH COATING

a. PAINT AS DIRECTED BY THE ARCHITECT

b. STANDARD COLORS AS SELECTED BY THE GOVERNMENT

1.3 PART 3 EXECUTION

A.EXAMINATION

1. PRIOR TO STRUCTURAL STEEL ERECTION, ERECTOR SHALL INSPECT EXISTING CONSTRUCTION FOR CORRECT SIZE, LAYOUT AND ALIGNMENT. ANY INCONSISTENCIES DEEMED DETRIMENTAL TO THE ERECTION OF STEEL

SHALL BE REPORTED AND REPAIRED PRIOR TO INSTALLATION.

B. INSTALLATION

1. WELDED CONNECTIONS SHALL BE MADE WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1, STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY, AND SHALL BE PERFORMED BY CERTIFIED

WELDERS. WELDER CERTIFICATION SHALL BE AVAILABLE ON SITE FOR INSPECTION.

C.FIELD QUALITY CONTROL

1. TOLERANCES

a. MAXIMUM VARIATION FROM PLUMB: 1/4" (6 MM) PER STORY, NON-CUMULATIVE.

b. MAXIMUM OFFSET FROM TRUE ALIGNMENT

2. WELDED CONNECTIONS:

a. ALL WELDS SHALL BE VISUALLY EXAMINED.

b. 15% OF ALL WELDS SHALL BE TESTED IN ACCORDANCE WITH THE FOLLOWING METHODS:

1) TESTED BY THE LIQUID PENETRANT METHOD IN ACCORDANCE WITH ASTM E 165 OR THE MAGNETIC PARTICLE

METHOD IN ACCORDANCE WITH ASTM E 709.

D.REPAIR

1. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORTATION, ERECTION AND FIELD WELDING PROCESSES

SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING.

E.CLEANING AND PROTECTION

1. CLEAN AFTER INSTALLATION EXPOSED PREFINISHED ITEMS IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

2. PROTECT INSTALLED ITEMS FROM DAMAGE CAUSED BY SUBSEQUENT CONSTRUCTION.

POST-INSTALLED ANCHORS:

1.1 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.

1.2 CONCRETE ANCHORS

A.ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED IN

ACCORDANCE WITH ACI 318 APPENDIX D.

B.ALL POST INSTALLED ANCHORS THAT ARE NOT PROPERLY INSPECTED IN ACCORDANCE WITH THE APPROPRIATE

ICC ESR CODE REPORT SHALL BE CONSIDERED TO HAVE ZERO CAPACITY AND CORRECTED BY THE CONTRACTOR

AND INSPECTED DURING INSTALLATION AT NO COST TO THE GOVERNMENT.

C.ALL POST-INSTALLED ANCHORS SHALL BE DESIGNED, DETAILED, INSTALLED, AND INSPECTED WITH THE

APPROPRIATE ICC ESR CODE REPORT.

D.PRE-APPROVED ANCHOR MANUFACTURER

1. HILTI HY200 W/ HAS STD ROD IN ACCORDANCE WITH ICC ESR #3187

2. ADD HILTI KWIK BOLT TZ ANCHOR IN ACCORDANCE WITH ICC ESR #1917

EXISTING CONDITIONS

3.1 AS WITH ANY WORK AFFECTING EXISTING CONSTRUCTION, UNFORESEEN CONDITIONS ARE UNAVOIDABLE WITHOUT

DEMOLISHING OTHERWISE SERVICEABLE CONSTRUCTION, DISRUPTING OCCUPIED OPERATIONS AND INCURRING SIGNIFICANT COST FOR CLOSE UP EXAMINATION AND NON-DESTRUCTIVE TESTING DURING THE DESIGN STAGE.

3.2 WITH THE PASSAGE OF TIME SINCE THE CREATION OF AS-BUILT DRAWINGS AND/OR THE DESIGNERS SURVEY, BOTH CONCEALED AND VISIBLE CONDITIONS MAY HAVE CHANGED DUE TO ALTERATIONS, ADDITIONS, RENOVATIONS AND

DETERIORATION.

3.3 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION RELATED ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL EMBEDDED AND CONCEALED ITEMS LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION SHALL BE LOCATED AND MARKED ON THE SURFACE. THIS WORK SHALL BE ACCOMPLISHED BY DESTRUCTIVE AND/OR NON-DESTRUCTIVE MEANS WITHOUT IMPAIRING THE STRUCTURAL INTEGRITY OF THE ASSOCIATED MEMBERS. SHORING AS REQUIRED SHALL BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT, AND FURNISHED AND INSTALLED AT NO

ADDITIONAL COST.

3.4 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN, CONSTRUCTION OR SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, INCLUDING PLAN AND SECTION SKETCHES PREPARED BY A LICENSED SURVEYOR, IMMEDIATELY FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN RESOLUTION OF THE INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE, INCLUDING SIZE, LOCATION AND FUNCTION OF THE EMBEDMENT, HAS

BEEN RECEIVED BY THE STRUCTURAL ENGINEER.

DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

CONN CONNECTION

CTD CONTINUED

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

HORIZ HORIZONTAL

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

OC ON CENTER

STD STANDARD

T&B TOP AND BOTTOM

T/STL TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

REINFORCED CONCRETE NOTES

1.1 CONCRETE DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318.

1.2 CONCRETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE FIELD REFERENCE MANUAL: STANDARD

SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 WITH SELECTED ACI AND ASTM REFERENCES (SP-15 )

1.3 SUBMIT REINFORCING STEEL SHOP DRAWINGS AND RECEIVE APPROVAL PRIOR TO FABRICATION OF SAME.

1.4 ALL CONCRETE SHALL BE NORMAL WEIGHT (145PCF) AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS UNLESS

NOTED OTHERWISE:

A. F'c = 4,000 PSI UNLESS NOTED OTHERWISE.

1.5 CONCRETE MIX DESIGN SUBMITTAL REQUIREMENTS:

A. FOR EACH UNIQUE MIX DESIGN/CODE PROPOSED, CLEARLY INDICATED WHICH COMPONENT THE MIX WILL BE USED FOR. (E.G.

FOOTING, EXTERIOR WALLS, INTERIOR WALLS, EXTERIOR SLAB ON GRADE, INTERIOR SLAB ON GRADE, ELEVATED SLAB, MASONRY

GROUT FILL, PAVING, ETC.)

B. CEMENT: AMOUNT PER CUBIC YARD AND SUPPLIER.

C. FLYASH: AMOUNT PER CUBIC YARD, SUPPLIER, A HISTORY OF SUCCESSFUL USE OF FLYASH CONCRETE IN SIMILAR APPLICATIONS.

D. AGGREGATE: AMOUNT PER CUBIC YARD, TYPE AND COMPOSITE GRADATION ANALYSIS INCLUDING BOTH COARSE AND FINE.

E. WATER: AMOUNT PER CUBIC YARD AND WATER/CEMENT RATIO.

F. ADMIXTURES: TYPE, AMOUNT PER CUBIC YARD, PRODUCT DATA INDICATING ASTM COMPLIANCE AND CHLORIDE ION CONTENT.

G. COMPRESSIVE TESTS OF PAST USAGE OF THE SUBMITTED MIX DESIGN INDICATING THE SAME MIX DESIGN CODE.

1.6 WHEN STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, CONCRETE MIX DESIGN SHALL COMPLY

WITH THE FOLLOWING:

A. 4000 PSI NORMAL WEIGHT CONCRETE SHALL BE BASED ON A MAXIMUM AGGREGATE SIZE OF 1 IN., MAXIMUM WATER/CEMENT

RATIO OF 0.5 FOR NON-AIR-ENTRAINED AND A MAXIMUM SLUMP OF 4 IN.

B. THE MAXIMUM SLUMPS SPECIFIED ABOVE SHALL NOT BE EXCEEDED PRIOR TO THE ADDITION OF WATER REDUCING ADMIXTURES

REGARDLESS OF THE EXISTENCE OF TEST DATA.

C. NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C 33.

D. AGGREGATE FOR FLATWORK SHALL BE WELL GRADED INCLUDING FINE, INTERMEDIATE AND COARSE AGGREGATE UNLESS

OTHERWISE SPECIFIED.

E. WHEN PERMITTED, THE WEIGHT OF CLASS C FLYASH SHALL NOT EXCEED 25% OF THE WEIGHT OF CEMENT PLUS POZZOLAN.

1.7 CONCRETE SLABS ON GRADE SHALL NOT BE LOADED UNTIL A MINIMUM CONCRETE STRENGTH OF 1800 PSI HAS BEEN ATTAINED AND THE CONCRETE IS AT LEAST THREE DAYS OLD. ALL OTHER CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE SPECIFIED

CONCRETE DESIGN STRENGTH HAS BEEN ATTAINED.

1.8 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE SPECIFICATIONS, WHEN PROVIDED, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM, CONCRETE SPECIMENS SHALL BE TAKEN FOR EVERY 100 YARDS OR PORTION THEREOF FOR EACH MIX DESIGN PLACED IN A DAY. CONCRETE TEST REPORTS SHALL BE AVAILABLE ON SITE FOR INSPECTION.

1.9 C.J. ON THE SLAB AND FOUNDATION PLAN INDICATES A KEY-FORMED CONSTRUCTION JOINT OR SAW-CUT CONTROL JOINT IN THE CONCRETE SLAB-ON-GROUND. SAW-CUT CONTROL JOINTS SHALL BE INSTALLED WITHIN 12 HOURS OF SLAB PLACEMENT. CONTINUE REINFORCEMENT THROUGH JOINTS UNLESS NOTED OTHERWISE, IN WHICH CASE DO NOT CUT REINFORCING STEEL. UNLESS OTHERWISE NOTED CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE SPACED NO FARTHER APART THAN 13-FT. O.C. IN EACH

DIRECTION CREATING PANELS WITH AN ASPECT RATIO NOT GREATER THAN 2:1.

1.10 ALL STEEL REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING:

A. DEFORMED BARS SHALL CONFORM WITH ASTM A 615 GRADE 60.

B. DEFORMED BARS THAT WILL BE WELDED SHALL CONFORM TO ASTM A 706 GRADE 60. WELDING SHALL BE IN ACCORDANCE WITH

AWS D1.4 STRUCTURAL WELDING CODE.

C. WELDED WIRE REINFORCING (WWR) SHALL CONFORM WITH ASTM A 185, LATEST ADOPTED EDITION, 65 KSI YIELD AND SHALL BE

SUPPLIED IN FLAT SHEETS.

1. SLAB-ON-GROUND WWR SHALL BE SUPPORTED BY RECOVERABLE PLASTIC COATED CHAIRS WITH SAND BASE OR CONCRETE

BRICK 2" BELOW THE TOP OF SLAB @ 2’-0” O.C. MAXIMUM. THE USE OF CLAY BRICKS OR PULLING UP WWR DURING CONCRETE

PLACEMENT IS STRICTLY PROHIBITED. USE A MINIMUM OF 6 X 6 - W1.4 X W1.4.

2. WWR ABOVE FORMED SURFACES SHALL BE SUPPORTED BY PLASTIC COATED CHAIRS AT THE MID DEPTH BETWEEN THE

CONCRETE SURFACE AND TOP OF FORM OR FLOOR DECK FLUTE.

1.11 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. DOWELS SHALL MATCH SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS OTHERWISE NOTED, ALL REINFORCING SHALL BE CONTACT LAP SPLICED WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318-05. FOR BARS WITH A MINIMUM COVER AND SPACING GREATER THAN 2.0DB AND 3.0DB (DB = BAR DIAMETER) RESPECTIVELY, THE MINIMUM SPLICE LENGTH, EXPRESSED IN BAR DIAMETERS, SHALL NOT BE LESS THAN SPECIFIED IN THE REBAR SPLICE SCHEDULE. SPLICE LENGTHS SHALL BE INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT AND WHEN LIGHTWEIGHT CONCRETE IS USED. LAP WELDED WIRE FABRIC (WWF) ONE SPACE PLUS 2 IN. ON ALL SIDES AT SPLICES.

1.12 ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90-DEG HOOK UNO.

1.13 ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, THROUGH CONTROL JOINTS, AND THROUGH

CONSTRUCTION JOINTS UNO.

1.14 CONCRETE COVER AT REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3 IN.

B. FORMED CONCRETE EXPOSED TO WEATHER OR EARTH:

1. (#5 AND SMALLER) -1½ ".

2. (#6 TO #18) -2".

3. ALL OTHER -1 ½".

C. FORMED CONCRETE NOT EXPOSED TO WEATHER OR EARTH:

1. SLABS, WALL, AND JOISTS:

a. # 11 BARS & SMALLER - 3/4".

b. # 14 & # 18 BARS - 1½ ".

2. BEAMS AND COLUMNS - 1½ IN.

3. GRADE BEAMS - 1½ ".

1.15 MINIMUM CONCRETE COVER FOR REINFORCEMENT

A. FOUNDATIONS:

1. BOTTOM & SIDES: 3 IN.

2. TOP: 3 IN.

B. SLABS: 2 IN.

C. WALLS: 2 IN.

1.16 CORNER EDGES OF CONCRETE TO BE LEFT EXPOSED TO VIEW SHALL HAVE A CHAMFER OR RADIUS OR AS INDICATED ON THE

DRAWINGS.

1.17 CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, EQUIPMENT, AND PROCESS DRAWINGS FOR

EMBEDDED ITEMS AND PENETRATIONS PRIOR TO CONCRETE PLACEMENT.

REINFORCED CONCRETE NOTES: (CTD)

1.18 ALL CONSTRUCTION JOINTS SHALL HAVE A ROUGH SURFACE AND BE CLEAN PRIOR TO SUBSEQUENT CONCRETE POUR.

1.19 NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN SLABS, WALLS, AND FOOTINGS UNO.

1.20 WHERE OPENINGS OCCUR IN SLABS, AND WALLS, PLACE THE REINFORCING THAT NORMALLY OCCURS IN LINE WITH THE

OPENING EQUALLY TO EITHER SIDE OF THE OPENING.

1.21 CONCRETE SHALL RECEIVE THE FOLLOWING FINISHES:

A. INTERIOR EXPOSED SLABS - STEEL TROWEL FINISH.

B. SLAB-ON-GROUND

1. SPECIFIED OVERALL VALUE: FF 35/FL 25

2. MINIMUM LOCAL VALUE: FF 24/FL 17

C. EXTERIOR SLABS - BROOM FINISH IN DIRECTION OF SLOPE.

D. ALL OTHER CONCRETE - STEEL TROWEL FINISH

1.22 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION SO THAT THE CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS

WHICH MAY CAUSE HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS. IF VIBRATORS, OF ADEQUATE SIZE, ARE USED THEY SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART. AT EACH INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT SUFFICIENT TO CAUSE SEGREGATION

(GENERALLY ROM 5 TO 15 SECONDS).

1.23 MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH THE REQUIREMENTS OF ACI 308 - STANDARD PRACTICE FOR CURING CONCRETE; AMERICAN CONCRETE INSTITUTE.

A COMBINATION CURING AND SEALING COMPOUND SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS REMOVED. COMPOUND SHALL BE IN ACCORDANCE WITH ASTM C309, LATEST ADOPTED EDITION, TYPE I, CLASS B.

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

REVISIONS:

A

B

C

D

E

F

STRUCTURAL NOTES

S001

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

540-18-020

06-20-2025

BID DOCUMENTS

DCASLW

PLAN

NORTH

TRUE

NORTH

AF AE ACAD

A8

16 17 18 19 20 21

J

F

F1

REF

24' - 0"

REF

10' - 9 1/2"

REF

13' - 2 1/2"

REF

11' - 9 1/4"

REF

12' - 2 3/4"

REF

11' - 10 3/8"

REF

12' - 1 5/8"

REF

13' - 10 3/8"

REF

10' - 1 5/8"

R E

F

R E

F 2'

0"

R E

F

6'

8"

S501

S501

S501

S501

S501

S501

S501

S501

EXISTING FOOTING

TYP

EXISTING

CONCRETE

COLUMN TYP

EXISTING CONCRETE

WALL TYP

S101

NEW 5" SLAB ON

GROUND TO MATCH

EXISTING

3' - 3" 3' - 6"

9'

3/

4" 1'

1/ 4"

DENOTES HIDDEN EDGE OF FOOTING

DENOTES EDGE OF EXIST SLAB / FOOTING

NEW WALL PENETRATION

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD

VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS.

3. DO NOT OVERCUT HOLES FOR NEW PENETRATIONS.

4. PROVIDE ROUNDED CORNERS AT ALL EDGES OF NEW PENTRATIONS.

5. DO NOT CUT OR DAMAGE EXISTING STRUCURE TO REMAIN DURING

DEMOLITION WORK.

PIPE INSTALLATION

AS REQUIRED FOR

M

ID

D E

P T

H

CLEAN AND ROUGHEN

EXISTING SURFACE APPLY

EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH

CONCRETE IN ACCORDANCE

WITH MANUFACTURERS

RECOMMENDATIONS

DRILL HOLE INTO EXISTING SLAB 12 BAR

DIAMETERS DEEP BY ONE BAR DIAMETER + 1/4"

MAX IN DIAMETER INTO SLAB IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS CLASS B

SPLICE TYP

#4@14" E.W.

NEW SLAB TO MATCH EXISTING

SLAB THICKNESS, ALIGN

CONTROL JOINTS WITH

EXISTING JOINTS

EXISTING SLAB

MINIMUM 4" GRANULAR BASE.

COMPACTED TO 98% OF ITS STANDARD

PROCTOR MAXIMUM DRY DENSITY IN

ACCORDANCE WITH ASTM D698.

LAP AND TAPE 10 MIL

VAPOR BARRIER

NEW PIPE. REFER TO

PLUMBING FOR PIPE SIZE,

DEPTH AND BEDDING

REQUIREMENTS.

NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. DO NOT INTERRUPT OR UNDERPIN EXISTING FOOTINGS OR

SLAB DURING PIPE DEMOLITION OR INSTALLATION

AE

A8

18 19

J

F

F1

3' - 3" 3' - 6"

9'

3/

4" 1'

1/ 4"

R E

F

R E

F

2'

0"

R E

F

6'

0"

REF

11' - 9 1/4"

REF

12' - 2 3/4"

DENOTES HIDDEN EDGE OF FOOTING

DENOTES EDGE OF EXIST SLAB / FOOTING

DENOTES AREA OF SLAB TO BE DEMOLISHED

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD

VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS.

3. DO NOT OVERCUT HOLES FOR NEW PENETRATIONS.

4. PROVIDE ROUNDED CORNERS AT ALL EDGES OF NEW PENTRATIONS.

5. DO NOT CUT OR DAMAGE EXISTING STRUCURE TO REMAIN DURING

DEMOLITION WORK.

3/16" = 1'-0"S101

2 PARTIAL BASEMENT FOUNDATION PLAN

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

REVISIONS:

A

B

C

D

E

F

BASEMENT FOUNDATION PLAN

S101

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

540-18-020

06-20-2025

BID DOCUMENTS

DCASLW

BASEMENT FOUNDATION PLAN LEGEND BASEMENT FOUNDATION PLAN NOTES

3/4" = 1'-0"S101

3 TYPICAL SLAB REPAIR DETAIL

3/16" = 1'-0"S101

1 PARTIAL BASEMENT DEMOLITION PLAN

PARTIAL BASEMENT

DEMOLITION PLAN LEGEND

PARTIAL BASEMENT

DEMOLITION PLAN NOTES

PLAN

TRUE

NORTH

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

2. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

4. COORDINATE ALL NEW AND EXISTING STEEL WITH ACTUAL EQUIPMENT

PROVIDED AND ALL ASSOCIATED DUCT WORK AND PIPING PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

5. ALL STEEL EXPOSED TO THE ELEMENTS SHALL BE HOT DIPPED

GALVANIZED.

6. DO NOT DAMAGE EXISTING STRUCTURAL MEMBERS, INCLUDING

REINFORCING, TO REMAIN DURING INSTALLATION OF ALL NEW WORK.

CONTRACTOR SHALL LOCATE EXISTING REINFORCING BY NON-

DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR

REVIEW.

7. EQUIPMENT ATTACHMENT TO STRUCTURE SHALL BE BY THE EQUIPMENT

SUPPLIER.

8. TOP OF STEEL FOR NEW MECHANICAL FRAME IS 2'-0" ABOVE EXIST. ROOF

DENOTES HORIZONTAL BRACING

DENOTES NEW STEEL BEAM

DENOTES EXISTING CONCRETE COLUMN CAP BELOW

DENOTES EXIST SLAB EDGE

19 20 21 22

L

J

F

M

F1

REF

24' - 0"

REF

24' - 0"

REF

24' - 0"

R E

F

R E

F

R E

F

R E

F 2'

0"

HSS4X4X1/4

HSS4X4X1/4HSS4X4X1/4

HSS4X4X1/4

W8X10

W 8X

W 8X

W8X10

3' - 3" 4' - 5 1/4"

2'

0" 9'

4"

S501

EF-01A&B

EXISTING

CONCRETE

COLUMN TYP

EXISTING SLAB

DROP PANEL

TYP

EXISTING 9"

TWO-WAY FLAT

SLAB TYP

L3x3x3/8

HORIZONTAL

CROSS BRACING

CEF

17.5

B'

REF

8' - 6"

REF

17' - 8 1/2"

REF

7' - 0"

R E

F

R E

F

R E

F

7'

1/

2"

R E

F

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

W 8X

W 8X

W8X10

W8X10

S501

EF-02A&B

2' - 4 1/4" 7' - 7 1/8"

EXISTING

CONCRETE

BEAM TYP

EXISTING

CONCRETE

JOIST TYP

EXISTING

CONCRETE

COLUMN TYP

1'

/8

4'

1" 1'

5/ 8"

L3x3x3/8

HORIZONTAL

CROSS BRACING

HSS6x2x1/4 LSH

BELOW POSTS

CONNECTED TO

JOISTS BELOW.

SEE 9/S501

DENOTES NEW STEEL BEAM

DENOTES EXISTING CONCRETE JOIST / BEAM BELOW

DENOTES EXIST SLAB EDGE

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

2. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

4. COORDINATE ALL NEW AND EXISTING STEEL WITH ACTUAL EQUIPMENT

PROVIDED AND ALL ASSOCIATED DUCT WORK AND PIPING PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

5. ALL STEEL EXPOSED TO THE ELEMENTS SHALL BE HOT DIPPED

GALVANIZED.

6. DO NOT DAMAGE EXISTING STRUCTURAL MEMBERS, INCLUDING

REINFORCING, TO REMAIN DURING INSTALLATION OF ALL NEW WORK.

CONTRACTOR SHALL LOCATE EXISTING REINFORCING BY NON-

DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR

REVIEW.

7. EQUIPMENT ATTACHMENT TO STRUCTURE SHALL BE BY THE EQUIPMENT

SUPPLIER.

8. TOP OF STEEL FOR NEW MECHANICAL FRAME IS 2'-0" ABOVE EXIST. ROOF

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

REVISIONS:

A

B

C

D

E

F

ROOF AND FLOOR FRAMING PLANS

S102

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

540-18-020

06-20-2025

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S102

1 ROOF FRAMING PLAN

FOURTH FLOOR FRAMING PLAN NOTESFOURTH FLOOR FRAMING PLAN LEGEND

3/16" = 1'-0"S102

2 FOURTH FLOOR FRAMING PLAN

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

2' 4' 8' 12'1'

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

2' 4' 8' 12'1'

ROOF FRAMING PLAN LEGENDROOF FRAMING PLAN NOTES

1 1/2"

6" 3"

STEEL COLUMN,

SEE PLAN

1/4

13/16'' DIA. HOLE

3/4" THICK BASE PLATE, U.N.O.

CL

CL

NOTES:

1. USE 1/2" DIA x 2 3/4" EMBED HILTI HY200 ADHESIVE ANCHORS, TYP. U.N.O.

2. DO NOT DAMAGE EXISTING BEAM REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

1' - 4" CONCRETE BEAM BELOW

3" R 1/

2"

TYP

1/2" TYP

T O

N E

A R

E S

T

/4 k R

O U

N D

E D

U P bf

T O

N E

A R

E S

T

/4 k R

O U

N D

E D

U P

ROUND UP TO NEAREST 1/4"

(b /2 + 1/2") f

STEEL BEAM,

SEE PLAN

DOUBLE ANGLES

(5/16" THICKNESS

MIN.)

NOTE:

QTY OF FASTENERS TO BE

BASED ON THE BEAM SIZE PER TABLE

THIS DETAIL & STEEL NOTES

C BEAML

BEAM SIZE

W8

# OF 3/4" A325

BOLTS

3" MAX.

S P

A C

E S

M A

X

2'

0"

TOP OF

EXIST ROOF

EXIST ROOF

SLAB OR

BEAM SEE

PLAN

BEAM,

SEE PLAN

1/2"x6"x0'-6"

STEEL PLATE

3/16

TYP.

BASE PLATE

SEE DETAILS

ON S501 COLUMN,

SEE PLAN

3/16

TYP. T&B

3/8"x6"x0'-8" PLATE

D O

O R

O

P E

N

IN

G H

E

IG

H T

P

LU

S

DOOR / OPENING WIDTH PLUS 8"

EXISTING

CONCRETE

WALL

L4x4x1/4x0'-6"

LONG

HSS12x4x1/4 LSH

HSS12x4x1/4

HSS12x4x1/4

3/16

3 SIDES

3/4"x4"x1'-0"

PLATE TYP.

1/2" DIA. x 2 3/4"

EMBED ADHESIVE

ANCHOR AT 12" O.C.

AND 6" FROM ENDS

3/16

L4x4x1/4x0'-6" LONG

NOTE:

1. SHORING DESIGN AND INSTALLATION SHALL BE BY

THE CONTRACTOR AND SUBMITTED FOR REVIEW.

2. COORDINATE DOOR FRAME WITH BOLT HEADS

PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR

REVIEW.

T/SLAB

T/ FTG

O P

E N

IN

G

H E

IG

H

T P

LU

S

EXISTING

CONCRETE

WALL

L4x4x1/4x0'-6"

LONG

HSS12x2x1/4 LSH

HSS12x4x1/4

HSS12x4x1/

3/16

3 SIDES

1/2" DIA. x 2 3/4"

EMBED ADHESIVE

ANCHOR AT 12" O.C.

AND 6" FROM ENDS

L4x4x1/4x0'-6"

LONG

NOTE:

1. SHORING DESIGN AND

INSTALLATION SHALL BE BY THE

CONTRACTOR AND SUBMITTED

FOR REVIEW.

PLUS 8"

OPENING WIDTH

1'

0"

3" M

IN

BOTTOM OF

EXISTING SLAB

MAX

4' - 0"

EXIST

CONCRETE

L4x4x3/8 LINTEL

BEARING

4"

BEARING

4"

EXISTING

BRICK

1 1/2"

3"

3"

STEEL COLUMN,

SEE PLAN

1/4

13/16'' DIA. HOLE

3/4" THICK BASE PLATE, U.N.O.

CL

CL

NOTES:

1. USE 1/2" DIA x 2 3/4" EMBED HILTI HY200 ADHESIVE ANCHORS, TYP. U.N.O.

2. DO NOT DAMAGE EXISTING BEAM REINFORCING DURING ANCHOR INSTALLATION. LOCATE

EXISTING REINFORCING THROUGH NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

10"

CONCRETE SLAB BELOW

1/

2"

STEEL COLUMN,

SEE PLAN

1/4

BEAM SEE PLAN

NOTES:

1. USE 1/2" DIA x 2 3/4" EMBED HILTI HY200 ADHESIVE ANCHORS, TYP. U.N.O.

2. PROVIDE 1" GROUT BETWEEN BOTTOM OF TUBE/ANGLES AND EXISTING SLAB.

3. DO NOT DAMAGE EXISTING BEAM REINFORCING DURING ANCHOR INSTALLATION. LOCATE EXISTING REINFORCING THROUGH

NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

EXISTING CONCRETE JOIST

BELOW

L3x3x1/4x6" LONG TYP

CL

3/6

PLAN VIEW

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

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

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

REVISIONS:

A

B

C

D

E

F

STEEL DETAILS

S501

RENOVATE PHARMACY FOR USP 800

COMPLIANCE

CLARKSBURG, WEST VIRGINIA

540-18-020

06-20-2025

BID DOCUMENTS

DCASLW

1 1/2" = 1'-0"S501

1 TYPICAL BASE PLATE AT EXISTING BEAM

3" = 1'-0"S501

2 TYPICAL COPE DETAIL

3/4" = 1'-0"S501

TYPICAL BEAM TO BEAM

CONNECTION DETAIL (ALL BOLTED)

1" = 1'-0"S501

4 MECHANICAL UNIT FRAMING SECTION

1" = 1'-0"S501

ELEVATION AT NEW DOOR

OPENINGI N EXISTING CONCRETE WALL

1" = 1'-0"S501

ELEVATION AT NEW OPENING IN EXISTING

CONCRETE WALL

1/2" = 1'-0"S501

7 ELEVATION AT NEW OPENING

1 1/2" = 1'-0"S501

TYPICAL BASE PLATE AT

EXISTING CONCRETE SLAB

1 1/2" = 1'-0"S501

9 TYPICAL BASE PLATE AT EXISTING JOIST

C

6 6

15 6

B

A

A

A

A

A

A

A 6 A

A

C

K

IT

C H E N

O

FF

IC

E TL

T

S

TO

R E

B E D

R O O M

TL

T

P

IP

E

C H A S E

S O

IL

E D

U

TI

LI

TY

B .R M

TL

T

TL

T

B .R M

B .R M

TL

T

TL

T

B .R M

O .T R E C R E A

TI

O N A L

TH

E R A P Y

N H C U

M E D

D

IR

O

FF

TL

T

B R M

B .R M

TL

T

TL

T

B .R M P

IP

E

C H A S E

F.

C

LO

S

TA

IR

A

E

LE

V A

TO

R

P

CODE ANALYSIS

CODES, STANDARDS AND EXECUTIVE ORDERS

1. VA DESIGN GUIDES – TECHNICAL INFORMATION LIBRARY

2. PG 18-3 VA DESIGN AND CONSTRUCTION PROCEDURES, TOPIC 1

3. 2021 NPFA 1 FIRE CODE

4. 2018 NFPA 10 STANDARD…