S02 Attach 2 USP Room FINAL SET 35 Pages.pdf

SHEET INDEX

GI001

SHEET

NO. DRAWING TITLE

GENERAL

GI002

ARCHITECTURAL

SHEET

NO.

COVER SHEET

NOTES, ABBREVIATIONS AND LEGENDS

UPGRADE PHARMACY IV MIXING

ROOM USP 797/800

PROJECT NUMBER: 516-22-112

BID DOCUMENTS

LEE COUNTY VA CLINIC

2489 DIPLOMAT PARKWAY EAST

CAPE CORAL, FL 33909

PARTIAL FIRST FLOOR PLANS AND ELEVATIONSAE101

MECHANICAL

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

PARTIAL FIRST FLOOR AND ENLARGED HVAC DEMOLITION PLANMD101

MD102

ELECTRICAL

ELECTRICAL GENERAL NOTES AND ABBREVIATIONSE-001

ELECTRICAL DEMOLITION PLANED101

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

TRUE

NORTH

PLAN

NORTH

PLAN

NORTH

PROJECT LOCATION PROJECT LOCATION

ELECTRICAL LEGENDE-002

PARTIAL FIRST FLOOR AND ENLARGED PIPING DEMOLITION PLAN

M101 PARTIAL FIRST FLOOR AND ENLARGED HVAC NEW WORK PLAN

EP101 ELECTRICAL NEW WORK PLAN

PARTIAL FIRST FLOOR REFLECTED CEILING PLANS - DEMOLITIONAD111

PARTIAL FIRST FLOOR AND ENLARGED PLANS - DEMOLITIONAD101

PARTIAL SECOND FLOOR PLAN AND THIRD FLOOR PLAN - LOW PENTHOUSEAE102

PARTIAL FIRST FLOOR REFLECTED CEILING PLANS AE111

STRUCTURAL

STRUCTURAL NOTESS001

DEMOLITION AND FRAMING PLANSS101

STEEL DETAILSS501

MECHANICAL NOTESM002

M102 PARTIAL FIRST FLOOR AND ENLARGED PIPING NEW WORK PLAN

M501 HVAC DETAILS

M502 MECHANICAL PIPING DETAILS

M503 MECHANICAL PIPING AND EQUIPMENT DETAILS

M601 MECHANICAL SCHEDULES

M800 VA STATION GENERAL CONTROL NOTES AND LEGEND

M801 CONTROL SCHEMATIC, SEQUENCE OF CONTROL, AND CONTROL POINT - MECHANICAL

PLUMBING

PLUMBING ABBREVIATIONS, SCHEDULE AND NOTESP001

1ST FLOOR PHARMACY PLAN - PLUMBINGP101

PARTIAL FIRST FLOOR AND THIRD FLOOR LIFE SAFETY PLANSLS101

PARTIAL SECOND FLOOR AND ENLARGED PLANS - DEMOLITIONAD102

ROOM FINISH, DOOR AND FRAME SCHEDULES AND DETAILSAE601

GI003 PARTIAL FIRST FLOOR AND SECOND FLOOR ICRA PLANS

E-621 ELECTRICAL SCHEDULES

FRAMING DETAILSAE501

E-501 ELECTRICAL DETAILS

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

516-22-112

12-23-2025REVISIONS:

A

B

C

D

E

F

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

COVER SHEET

GI001

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 MASONRY

• FACE OF WALL STUDS

• TOP OF SLAB

• TOP OF MASONRY

• ALIGN WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED.

B. COORDINATE WITH ALL DISCIPLINE DRAWINGS FOR ADDITIONAL REQUIREMENTS.

COORDINATE OPENINGS IN SLABS, ROOF, AND WALLS. WHERE 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 PARTITIONS, SMOKE

BARRIERS, AND FIRE BARRIERS 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 LOCATION 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 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 THAT DID

NOT INCLUDE DESTRUCTIVE INVESTIGATION OR TESTING. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS INCLUDING DIMENSIONS OF THE EXISTING 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

MOUNTING HEIGHTS

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 MOUTING HEIGHTS

A A

5' -0

4' -9

EQ EQ

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

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

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

516-22-112

12-23-2025REVISIONS:

A

B

C

D

E

F

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

NOTES, ABBREVIATIONS AND LEGENDS

GI002

3 4 5 6 7

H

K

M

N

Q

2 8

ELECTRICAL

1B-189

DATA

1B-190

SIGNAL

1B-191

CLEAN CARTS

1B-188

MED. SUP.

1B-163

LOCKERS

1B-162

RECYCLE

1B-185

EMS CHIEF

1B-180

TRASH

COLLECTION

1B-182

INF WASTE

1B-184

MAIL / WORK

ROOM

1B-179

SUPPLY ADMIN.

1B-155

ISSUE AREA

1B-154

CHIEF SPD

1B-153

MED. GAS

1B-160

FLAMM.

1B-159

GENERAL

STORAGE

1B-156

STERILE STORAGE

1B-157

EQ. STORAGE

1B-158

CHIEF

1B-140

CHIEF

1B-176

ASSIST.

1B-177

OFFICE ASSIST.

1B-178

CORRIDOR

C1-21

TLT

1B-173

TLT

1B-174

DATA PROCESS.

1B-172

SECURE DISP.

1B-170

SECURE DISP

1B-171

RAD. CHECK-IN

1B-137

STAFF PHYSIC.

1B-138

STAFF PHYSIC.

1B-139

CORRIDOR

C1-17

PHARMD

1B-168

OFFICE

1B-167

WAITING AREA

FEC

FEC

FECFEC

FEC

CHEMO BUFFER

1B-166

ANTE ROOM

1B-165

IV BUFFER

1B-164

CORRIDOR

C1-24

CORRIDOR

C1-25

CORRIDOR

C1-23

CORRIDOR

C1-22

ELEVATOR ELEVATOR

#ICRA BARRIER PLAN KEY NOTES:

PRIOR TO COMMENCING THE WORK, CONTRACTOR TO INSTALL

INFECTION CONTROL BARRIERS AND ENTRANCES. WORK SHALL BE

PERFORMED ON WEEKENDS AS DIRECTED BY THE COR. PROVIDE

KEYPAD LOCKSET AT ICRA BARRIER ENTRANCE DOORS.

ICRA BARRIER PLAN LEGEND

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 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.

LIMITS OF CONSTRUCTION

UNLESS NOTED OTHERWISE

3 4

M

P

N

Q

FROZEN SECT.

2B-169

CONTROL/COMM

2B-170

OR (ENDO)

2B-171

OR (ENDO)

2B-172

OR

2B-159

OR

2B-160

ANES.

2B-162

CORRIDOR

C2-29

CORRIDOR

C2-28

HAC

2B-112

2B-114

2B-115

2B-116

2B-117

SURGICAL

STORAGE

2B-175

MALE LOCKER

2B-176

FEMALE LOCKER

2B-178SURGICAL

STORAGE

2B-161 ANES. OFFICE

2B-163

CHASE

PROJECT

AREAS

KEY PLAN

NTS

TRUE

NORTH

PLAN

NORTH

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

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

SV SJ/KB

516-22-112

12-23-2025REVISIONS:

A

B

C

D

E

F

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

PARTIAL FIRST FLOOR AND SECOND FLOOR

ICRA PLANS

GI003

1/8" = 1'-0"GI003

1 PARTIAL FIRST FLOOR ICRA PLAN

1/8" = 1'-0"GI003

2 PARTIAL SECOND FLOOR ICRA PLAN

0' 4' 8' 16' 24'

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

DESIGN CODES:

1.01 2021 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY:

A. ANSI/ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

B. VA SEISMIC DESIGN REQUIREMENTS H-18-8, 2024 EDITION

C. VA STRUCTURAL DESIGN MANUAL, JULY 1, 2023

D. VA PHYSICAL SECURITY RESIDENCY DESIGN MANUAL 2024 EDITION

1.02 AMERICAN CONCRETE INSTITUTE (ACI)

A. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

1.03 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

A. ANSI/AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

DESIGN LOADS:

1.01 DESIGN LOADS ARE AS FOLLOWS:

A. DEAD LOADS:

1. WALL:

a. SUPERIMPOSED: SELF WEIGHT OF MATERIALS

B. COLLATERAL LOADS: N/A

C. LIVE LOADS: N/A

D. SNOW LOADS:

1. GROUND SNOW LOADS PG = 0 PSF

2. IMPORTANCE FACTOR Is = 1.2

3. UNIFORM DESIGN SNOW LOAD (Pf) = 0 PSF

E. WIND LOADS:

1. ULTIMATE DESIGN WIND SPEED V, ULT = 154 MPH

2. NOMINAL DESIGN WIND SPEED V, ASD = 120 MPH

3. RISK CATEGORY = IV

4. WIND EXPOSURE = C

5. LATERAL SYSTEM = SAME AS FOR EARTHQUAKE LOADS

6. INTERNAL PRESSURE COEFFICIENT = ±0.18 (ENCLOSED)

DESIGN WIND PRESSURES: PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY

FROM EXTERIOR SURFACE RESPECTIVELY.

LOCATION ZONE

EFFECTIVE

WIND AREA (SF)

ULTIMATE DESIGN WIND

PRESSURE

(PSF)

ROOF

WALLS

5 5 a = 31'-7" h = 83'-6" a a h a a

-76.5,+16

2a

-66.6,+16

-62.3,+16

-120.2,+16

-106.2,+16

-100.2,+16

-52.3,+52.3

-49.6,+48.2

-47.5,+45.1

-95.9,+52.3

-84.9,+48.2

-76.5,+45.1

-120.2,+16

-106.2,+16

-100.2,+16

F. EARTHQUAKE LOADS:

1. RISK CATEGORY = IV

2. SEISMIC IMPORTANCE FACTOR Ie = 1.5

3. VA SEISMIC REQUIREMENTS H-18-8, 2023 EDITION

a. Ss = 0.055

b. S1= 0.024

4. SITE CLASS = D

5. SPECTRAL RESPONSE COEFFICIENTS (FOR SITE CLASS D)

a. Ss = 0.049 G

b. S1 = 0.035 G

6. SEISMIC DESIGN CATEGORY = A

1.02 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 IN THE IBC FOR DEFLECTION LIMITS

GENERAL STRUCTURAL NOTES:

1.01 ELEVATIONS AS SHOWN ON THE STRUCTURAL DRAWINGS ARE RELATIVE TO FINISHED GROUND

FLOOR LEVEL ELEVATION = 0'-0". COORDINATE WITH EXISTING.

1.02 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.

1.03 THE STRUCTURAL DESIGN OF THE BUILDING 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 IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.04 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING

AND SETTING OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.05 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGES AND ACCESSORIES TO PROVIDE A COMPLETE STRUCTURALLY SOUND BUILDING WITH A CONTINUOUS LOAD PATH. BRING

ANY DISCONTINUITIES TO THE ATTENTION OF THE GOVERNMENT IMMEDIATELY.

1.06 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 GOVERNMENT IMMEDIATELY.

1.07 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, SHOP, AND SUBMITTAL DRAWINGS.

NOTIFY THE GOVERNMENT IMMEDIATELY OF ANY DISCREPANCIES.

1.08 WHERE A CONFLICT BETWEEN THE SPECIFICATION AND THE DRAWINGS OCCURS FOLLOW THE

REQUIREMENTS SHOWN ON THE DRAWINGS.

1.09 THIS PROJECT INVOLVES WORK INCLUDED IN BID ALTERNATES, AS DESCRIBED IN SPECIFICATION SECTION 01 00 00, "BID ITEMS". REFER TO SPECIFICATIONS FOR DESCRIPTIONS OF ALL BID

ALTERNATES, WHICH MAY ELIMINATE OR REPLACE WORK INCLUDED IN THE BASE BID. THESE

DRAWINGS MAY ALSO INCLUDE ADDITIONAL NOTES WHERE REQUIRED TO ADEQUATELY IDENTIFY

BID ALTERNATES.

SHOP DRAWINGS

1.01 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 AND

SPECIFICATIONS.

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

STRUCTURAL COMPONENT FOR REVIEW PRIOR TO FABRICATION. DRAWINGS EXCEEDING C-SIZE

(17X22) SHALL BE 1/2 SIZE.

1.03 PHOTOCOPY REPRODUCTIONS OF THE CONTRACT DOCUMENTS WILL BE REJECTED AND

CONTRACTOR WILL BE RESPONSIBLE FOR ANY ASSOCIATED DELAYS. 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. THE PURPOSE OF SHOP DRAWINGS IS TO

VERIFY THAT THE CONTRACTOR HAS INTERPRETED THE INTENT OF THE CONSTRUCTION

DOCUMENTS CORRECTLY, DETAIL ALL CONDITIONS, INDEPENDENTLY CHECK, CONFIRM AND

COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD

CONDITIONS, FUNCTIONALITY AND CONTRACTIBILITY AS WELL AS COORDINATE WITH OTHER

TRADES AND ACTUAL PRODUCTS PURCHASED. THE CONTRACT DRAWINGS ARE NOT INTENDED

FOR THIS PURPOSE AND TRANSLATION OF ELECTRONIC MEDIA MAY NOT BE ACCURATE. THE USE

OF PHOTOCOPY REPRODUCTIONS DEFEATS THE PURPOSE OF SHOP DRAWINGS AND DOING SO I

ENTIRELY AT THE CONTRACTORS OWN RISK.

1.04 SUBMITTALS FOR VENDOR DESIGN COMPONENTS, INCLUDING BUT NOT LIMITED TO LIGHT GAUGE

STEEL FRAMING, WINDOWS, AND DOORS, 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.

1.05 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.

1.06 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.

1.07 THE STRUCTURAL ENGINEER HAS BUDGET FOR ONE COORDINATED SUBMITTAL REVIEW. THE

CONTRACTOR SHALL REIMBURSE THE STRUCTURAL ENGINEER FOR MULTIPLE REVIEWS

REQUIRED DUE TO INCOMPLETE SUBMITTALS.

1.08 ALLOW A MINIMUM OF TWO CALENDAR WEEKS (14 DAYS), THREE CALENDAR WEEKS (21 DAYS) AT

CHRISTMAS AND NEW YEARS 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.

EXISTING CONDITIONS:

1.01 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.

1.02 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.

1.03 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION RELATED

ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL BURIED,

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.

1.04 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN, CONSTRUCTION

OR SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE

GOVERNMENT, INCLUDING PLAN AND SECTION SKETCHES, IMMEDIATELY FOR RESOLUTION.

THE CONTRACTOR SHALL ALLOW TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN

RESOLUTION THE INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE,

INCLUDING SIZE, LOCATION AND FUNCTION OF THE EMBEDMENT, HAS BEEN RECEIVED BY THE

GOVERNMENT.

1.05 BURIED ITEMS OF CONCERN INCLUDE THOSE THAT MAY INTERFERE WITH PROPOSED

CONSTRUCTION AND THOSE WITHIN 12 INCHES BELOW A SLAB ON GRADE AND 4 FT BELOW

AND WITHIN THE FOOTING BEARING ZONE (DEFINED AS THE AREA BENEATH 1V:2H LINES

EXTENDING DOWNWARD AND OUTWARD FROM THE BOTTOM FOOTING EDGES). UNLESS

OTHERWISE NOTED, PIPES SHALL NOT BE ALLOWED TO RUN UNDER A FOUNDATION. WHERE

SPECIFICALLY ALLOWED AND UNLESS OTHERWISE DETAILED, A PIPE RUNNING BELOW A

FOUNDATION SHALL BE SLEEVED WITHIN A GALVANIZED PIPE 3 INCHES LARGER IN DIAMETER

WHICH EXTENDS 12 INCHES BEYOND THE INFLUENCE LINES. PIPES EXTENDING THROUGH A

FOUNDATION SHALL BE CONTAINED WITHIN A GALVANIZED PIPE SLEEVE 3 INCHES LARGER IN

DIAMETER. THE ENDS OF THE PIPE SLEEVES SHALL BE SEALED WITH A EXPANDING

COMPRESSIBLE FOAM OR MODULAR ELASTOMER SEALING SYSTEM TO PREVENT THE ENTRY

OF SILT INTO THE ANNULAR SPACE.

STRUCTURAL STEEL NOTES:

1.01 PART 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.

2. THE STRUCTURAL STEEL LATERAL LOAD-RESISTING SYSTEM INCLUDING BUT NOT

LIMITED TO BRACED FRAMES SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH

AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".

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.

2. CALCULATIONS: PRIOR TO PREPARATION OF FABRICATION DRAWINGS, ALL

CONNECTIONS SHALL BE DESIGNED AND DOCUMENTED WITH CALCULATIONS SEALED BY

THE CONTRACTORS PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE

PROJECT.

C. QUALITY ASSURANCE

1. CONNECTION DESIGN SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT.

2. AISC CERTIFICATION:

a. FABRICATOR SHALL BE AISC QUALITY CERTIFIED FOR THE FOLLOWING CATEGORY:

1) STD - STANDARD FOR STEEL BUILDING STRUCTURES

b. ERECTOR SHALL BE AISC QUALITY CERTIFIED FOR THE FOLLOWING CATEGORY:

1) CSE = CERTIFIED STEEL ERECTOR - FOR SIMPLE LOW RISE AND LIGHT INDUSTRIAL

STEEL STRUCTURES

D. DELIVERY, STORAGE AND HANDLING

1. PROTECT STEEL MEMBER 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.

1.02 PRODUCTS

A. MATERIALS:

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

ADOPTED EDITION, GRADE 50, 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 COMPLY WITH ASTM A 325, TYPE 1 UNO.

6. BOLTS/NUT/WASHER ASSEMBLY SHALL COMPLY WITH TWIST-OFF-TYPE TENSION-

CONTROL BOLTS IN ACCORDANCE WITH ASTM F 1852 (SAME STRENGTH AS A 325) TYPE 1

LOAD INDICATOR BOLTS.

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

8. ANCHOR RODS SHALL COMPLY WITH ASTM F 1554, LATEST ADOPTED EDITION, UNO.

a. GRADE 36

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

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

11.WEDGE ANCHORS, ACCEPTABLE PRODUCTS

a. KWIK BOLT3, HILTI INC.

b. WEDGE-ALL, SIMPSON STRONG-TIE COMPANY INC.

c. POWER-STUD, POWERS FASTENERS INC.

12.DEFORMED BAR ANCHORS:

a. WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A 706 AND BE WELDED IN

ACCORDANCE WITH AWS D 1.4.

b. DEFORMED BAR SHALL BE WELDED TO STRUCTURAL STEEL. COUPLERS AVAILABLE

FOR #4 AND #5 REBAR SIZES SHALL BE STUD-ARC WELDED TO THE STEEL. LENTON

TAPER REBAR SHALL THEN BE INSTALLED IN THE FIELD IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

13.GROUT FOR BASE PLATES (WHERE SHOWN OR REQUIRED) SHALL BE NON-SHRINK, NON-

METALLIC FACTORY PREMIXED GROUT HAVING A COMPRESSIVE STRENGTH OF 6800 PSI

(MIN.) 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".

3. ANCHOR RODS:

a. BOLT HEADS AND NUTS SHALL BE HEAVY HEX. ANCHOR RODS SHALL BE A MINIMUM OF

3/4" DIA.. EQUAL SIZE AND STRENGTH THREADED RODS WITH TACK WELDED NUTS

MAY BE USED IN LIEU OF HEADED BOLTS.

b. ANCHOR RODS SHALL BE EMBEDDED TO 3" ABOVE THE BOTTOM OF THE LOWEST

FOOTING UNO.

4. BOLTED CONNECTIONS:

a. ALL BOLTS SHALL BE CONSIDERED AS "BEARING" TYPE N, UNO.

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.

2) IN CONNECTIONS WHERE THE BEAM SHEAR, V, IS NOT NOTED ON THE DRAWINGS,

THE CONNECTION SHALL DEVELOP THE BEAM SHEAR BASED ON THE UNIFORM

LOAD TABLES IN THE AISC MANUAL, SEE DESIGN CODE NOTES.

5. CONNECTIONS THAT ARE PART OF A BRACED FRAME ARE SLIP CRITICAL AND SHALL

DEVELOP THE FULL STRENGTH OF THE CONNECTED MEMBERS, UNLESS FORCES ARE

INDICATED ON THE DRAWINGS.

C. FINISH (EXPOSED TO ELEMENTS)

1. SURFACE PREPARATION:

a. EPOXY FINISH SYSTEM:

1) NEW STEEL - SSPC-SP 6 COMMERCIAL BLAST CLEANING

2) WELDS - REMOVE SLAG, WIRE BRUSH AND SSPC-SP 1 SOLVENT CLEANING

2. PRIMER:

a. EPOXY FINISH SYSTEM:

1) APPLY (1) COAT OF INORGANIC ZINC RICH PRIMER IN ACCORDANCE WITH MASTER

PAINTERS INSTITUTE MP #19. (3 TO 4 MILS DFT)

3. FINISH COATING:

a. APPLY (1) INTERMEDIATE COAT OF EPOXY, HIGH BUILD, LOW GLOSS COAT IN

ACCORDANCE WITH MASTER PAINTERS INSTITUTE MP #108. (4 TO 6 MILS DFT)

b. APPLY (1) TOP COAT POLYURETHANE, TWO COMPONENT, PIGMENTED, GLOSS (MPI

GLOSS LEVEL 6) IN ACCORDANCE WITH MASTER PAINTERS INSTITUTE MP #72.

(2 TO 3 MILS DFT)

c. STANDARD COLORS AS SELECTED BY THE GOVERNMENT OR OTHERWISE SPECIFIED

STRUCTURAL STEEL NOTES: (CTD)

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 SPECIFIED

b. STANDARD COLORS AS SELECTED BY THE GOVERNMENT OR OTHERWISE SPECIFIED

1.03 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. BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH

RCSC-2010, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS BY THE

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS.

a. PRE-TENSIONED JOINTS (UNO)

1) TWIST-OFF-TYPE TENSION-CONTROL BOLT PRE-TENSIONING

2. 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 DURING TIMES OF INSPECTION.

3. GROUT:

a. GROUT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

4. FINISH

a. SEE ARCHITECTURAL NOTES/SPECIFICATIONS.

b. BURIED STEEL

1) TWO COATS, 12 MILS MINIMUM PER COAT, SINGLE COMPONENT BITUMEN MASTIC

COATING. PREPARE SURFACE AS RECOMMENDED BY THE MANUFACTURER TO 6"

ABOVE GRADE UNO.

C. FIELD QUALITY CONTROL

1. TOLERANCES

a. FABRICATION TOLERANCES SHALL BE IN CONFORMANCE WITH THE CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES BY THE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION, APRIL 14, 2010.

2. BOLTED CONNECTIONS

a. ALL BOLTS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH THE "SPECIFICATION

FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS", LATEST EDITION ADOPTED BY

THE BUILDING CODE IN AFFECT AT THE TIME OF PERMITTING.

3. WELDED CONNECTIONS:

a. ALL WELDS SHALL BE VISUALLY EXAMINED.

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

1) FULL AND PARTIAL PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY IN

ACCORDANCE WITH ASTM E 164.

2) ALL OTHER WELDS SHALL BE TESTED BY THE LIQUID PENETRANT METHOD IN

ACCORDANCE WITH ASTM E 165 OR THE MAGNETIC PARTICLE METHOD IN

ACCORDANCE WITH ASTM E 709.

3) IN THE EVENT ANY OF THE TESTED WELDS FAIL TO MEET THE TESTING CRITERIA, ALL

WELDS MADE BY THE SAME WELDER SHALL BE TESTED.

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

MANUFACTURER'S RECOMMENDATIONS.

PROTECT INSTALLED ITEMS FROM DAMAGE CAUSED BY SUBSEQUENT CONSTRUCTION.

POST-INSTALLED ANCHORS:

1.01 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.

1.02 CONCRETE ANCHORS

A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE

BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193.

PRE-APPROVED MECHANICAL ANCHOR MANUFACTURERS:

1. SIMPSON STRONG-TIE ANCHORING SYSTEMS

2. HILTI

3. POWERS

B. 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

1. SIMPSON STRONG-TIE ANCHORING SYSTEMS

2. HILTI

3. POWERS

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

C.J. CONSTRUCTION OR CONTROL JOINT

CJT CORNER JACK TRUSS

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

DBA DEFORMED BAR ANCHOR

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EW EACH WAY

EXF EXISTING FOOTING

FOB FACE OF BRICK

FF FAR FACE

FP FACE OF PANEL

FWC FOR WOOD CONSTRUCTION

FX FOOTING MARK NUMBER (SEE SCHEDULE)

GT GIRDER TRUSS

HORIZ HORIZONTAL

IFW INSIDE FACE OF WALL

JB JOIST BEARING

JT JACK TRUSS

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

NDS NATIONAL DESIGN STANDARD

NF NEAR FACE

OC ON CENTER

OFW OUTSIDE FACE OF WALL

PAF POWDER ACTUATED FASTENER

PC PRECAST

PDF POWDER DRIVEN FASTENER

PJF PREMOLDED JOINT FILLER

PLF POUNDS PER LINEAR FOOT

PTC POST TENSIONED CONCRETE

PTW PRESSURE TREATED WOOD

PXXX PIER MARK NUMBER (SEE SCHEDULE)

REF REFERENCE

REQ'D REQUIRED

RRS REBAR REINFORCING STEEL

SOG SLAB-ON-GROUND

STD STANDARD

T&B TOP AND BOTTOM

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

T/U TILT-UP

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

WWR WELDED WIRE 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

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

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

BID DOCUMENT

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

12-23-2025 SLW DCA

516-22-112

S

P

N.2

REF

33' - 4"

R E

F

0"

EXISTING CMU

WALL

EXISTING

PRECAST

CONCRETE WALL

PANEL

S101

S501

INDICATES LOCATION OF WALL DEMOLOTION

HIDDEN EDGE OF EXISTING FOOTING

EDGE OF SLAB / FOOTING

PLAN

NORTH

TRUE

NORTH

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

P

N.2

REF

33' - 4"

R E

F

0"

S501

S501

3'

4'

1"

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

VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

DENOTES EXISTING CONCRETE BEAM

DENOTES EXISTING CONCRETE BEAM

P

N.2

REF

33' - 4"

R E

F

0"

S501

S101

HIDDEN EDGE OF EXISTING FOOTING

EDGE OF SLAB / FOOTING

1. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR

SHALL FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS

FIRST FLOOR

0"

SECOND FLOOR

18' - 0"

S501TYP.

5'

4" 5'

4"

3'

1/ 2"

M

K

3 4

REF

36' - 4"

R E

F

S101

S501

COORDINATE WITH MECH.

Level 4 48' - 0"

M

6"9

S501

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

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

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

DEMOLITION AND FRAMING PLANS

S101

BID DOCUMENT

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

12-23-2025 SLW DCA

516-22-112

3/16" = 1'-0"S101

1 PARTIAL FIRST FLOOR DEMOLITION PLAN

3/16" = 1'-0"S101

3 PARTIAL 2ND FLOOR FRAMING PLAN

DEMOLITION PLAN LEGENDDEMOLITION PLAN NOTES

2nd FLOOR FRAMING PLAN NOTES 2nd FLOOR FRAMING PLAN LEGEND

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

2' 4' 8' 12'1'

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

2' 4' 8' 12'1'

3/16" = 1'-0"S101

2 PARTIAL 1ST FLOOR FRAMING PLAN

1ST FLOOR FRAMING PLAN1ST FLOOR FRAMING PLAN NOTES

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

2' 4' 8' 12'1'

3/4" = 1'-0"S101

5 DUCT SUPPORT FRAMING ELEVATION

Scale: 3/4"=1'-0"

1' 2' 4' 8'

3/16" = 1'-0"S101

4 ROOF DUCT FRAMING PLAN

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

2' 4' 8' 12'1'

3/4" = 1'-0"S101

6 DUCT SUPPORT FRAMING ELEVATION

Scale: 3/4"=1'-0"

1' 2' 4' 8'

P N.2

REF

24' - 10" V

3' - 4" 5' - 4"

DEMO EXISTING CMU

COORDINATE WITH

MECHANICAL PRIOR TO

DEMOLITION

COORDINATE WITH

MECHANICAL PRIOR TO

DEMOLITION

EXISTING CMU

TO REMAIN

EXISTING DOOR

HSS BEAM

SEE, 2/S501

HSS POST, SEE PLAN

3/16

3 SIDES

3/16

3 SIDES

INTERSECTION

L4x4x1/4x0'-7 5/8"

L4x4x1/4x0'-7 5/8"

2" 2"

2" 2"

4"

L4x4x1/4x0'-4" LONG

3/16

3-SIDES

HSS POST,

SEE PLAN

EXIST CONCRETE

PRECAST PANEL

(1) 1/2"Ø HILTI HIT

HY-200 W/ HAS ROD

2 3/4" EMBED

1 1/2" 1 1/2"

6"

1 1/2"

1 1/2"

HSS, SEE

PLAN

1/4

TYP.

1/

2" 5"

1/

2"

E D

G E

O F

C O

N C

R E

TE

1/

2"

PL. 1/2"x1'-0"x8" W/ (4)1/2"Øx2 3/4" EMBED HILTI

KWIK BOLT TZ2 ANCHORS

EXIST. CONCRETE

PRECAST PANEL

P N.2

REF

24' - 10" V

3' - 4" 5' - 4"

R E

F

9'

1/

4"

S501

8'

1/

4" 3'

0"

4' - 1" 3' - 10"

NEW DUCT PENETRATION

INSTALL AFTER STEEL HAS BEEN

INSTALLED. DO NOT OVERCUT

PENETRATION AND PROVIDE

RADIUSED CORNERS

S501

TYP.

S501

S501

S501

HSS8x2x1/4

LSH

HSS8x2x1/4

LSH

HSS8x6x1/4, SEE PLAN

R E

F

1'

6"

REF

5' - 0"

REF

2' - 0"

M A

X

1'

0" 3'

3/ 4"

3'

3/

4" 2'

3/ 4"

2'

3/

8" 2'

3/ 8"

M A

X

1'

0"

EXIST CMU

BEYOND

EXIST CONCRETE

BEAM

EXIST PRECAST

PANEL

3'

0" 8'

1/ 4"

1'

0"

REF

1' - 3"

9 3/4"5"

REF

1' - 1"

3/4" dia THROUGH

BOLT IN SHORT

SLOTTED HOLES

L8x4x1/2 LLV EA

SIDE OF TUBE

(2) 1/2" dia x 2 1/2" EMBED

HILTI KWIK BOLT TZ2

ANCHORS IN EACH ANGLE

3" 2"

6 3/4" 9 1/4"

1 1/2"

HSS8x2x, SEE 2/S501

HSS8x2x, SEE 2/S501

L4x4x, SEE 5/S501

HSS8x6x, SEE PLAN

NOTES:

1. DO NOT DAMAGE EXISTING PANEL

REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING

REINFORCING THROUGH NON-

DESTRUCTIVE MEANS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

FOR REVIEW.

3/16

3-SIDES

L4x4x1/4x0'-4" LONG

HSS BEAM,

SEE 2/S501

3/16

3-SIDES

L4x4x1/4x0'-4" LONG

(1) 1/2"Ø HILTI HIT

HY-200 W/ HAS ROD

2 3/4" EMBED

EXIST CONCRETE

PRECAST PANEL

REF

8"

OPENING

T Y

P

6"

3/16

CJP TYP

1' - 2"

3"

1'

8"

2"

L3x3x1/4

EXIST PRECAST

PANEL

1' - 10"

S501

3/16

TYP

NOTES:

1. CONNECTIONS OF DUCT TO FRAME SHALL

BE BY THE CONTRACTOR.

2. DO NOT DAMAGE EXISTING PANEL

REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING

REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

3. ALL EXPOSED STEEL SHALL BE HOT DIPPED

GALVANIZED.

3/16

TYP. EA END

EXIST PRECAST

PANEL OR NEW

CONCRETE WALL

L3x3x1/4

3/8" DIA. x 2" EMBED KWIK TZ2

ANCHOR AT 12" O.C.

2'

1/

2"

3/16

TYP

3"

1' - 2"

7"

S501

NOTES:

1. CONNECTIONS OF DUCT TO FRAME SHALL

BE BY THE CONTRACTOR.

2. DO NOT DAMAGE EXISTING PANEL

REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING

REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

3. ALL EXPOSED STEEL SHALL BE HOT DIPPED

GALVANIZED.

L3x3x1/4

3/16

CJP TYP

3/16

TYP

CONCRETE WALL

2'

5"1'

4" 3/16

TYP. EA END

EXIST PRECAST

PANEL OR NEW

CONCRETE WALL

L3x3x1/4

3/8" DIA. x 2" EMBED KWIK TZ2

ANCHOR AT 12" O.C.

1'

1/

2"

3/16

TYP

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

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

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

BID DOCUMENT

UPGRADE PHARMACY IV MIXING ROOM

USP 797/800

CAPE CORAL, FLORIDA

12-23-2025 SLW DCA

516-22-112

1/2" = 1'-0"S501

1 DEMO ELEVATION ALONG GRID LINE 2

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

3 TYPICAL DETAIL- HSS CONNECTIONS

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

7 DETAIL AT POST CONNECTION TO PANEL

3" = 1'-0"S501

4 BASE PLATE AT MAN DOOR FRAME

1/2" = 1'-0"S501

2 FRAMING ELEVATION ALONG GRID LINE 2

3/4" = 1'-0"S501

6 SECTION

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

8 SECTION BEAM CONNECTION TO PANEL

3/4" = 1'-0"S501

5 ENLARGED DUCT SUPPORT FRAMING PLAN

1" = 1'-0"S501

10 SECTION

3/4" = 1'-0"S501

9 ENLARGED DUCT SUPPORT FRAMING PLAN

1" = 1'-0"S501

11 SECTION

STAIR 2

STAIR 3

STAIR 4

EW

EW

EW

EW

F H

V

FHV

AED

AED

AED

FACP

A

B

C

E

D

UP

UP

UP

UP

UP

R A

D

IO

L O

G Y

LAB

PHARMACY

SECURITY

URGENT CARE

OFFICE

1A-129

1A-131

EXAM

1A-133

EXAM

1A-132

1A-130

TLT

1A-106

MED. EQ.

1A-108

M.H.

1A-102

CLEAN

LINEN

1A-103

SOIL LINEN

1A-105

OBS.

1A-107

OBS.

1A-109

OBS.

1A-111

OBS.

1A-112

SOCIAL

WORK

SERVICE

1A-104

M.H.

HOLDING

1A-134

TRIAGE

1A-136

TLT

1A-100

TLT

1A-101

EXAM

1A-135

CHECK-IN/OUT

OBS.

1A-116

OBS.

1A-115

OBS. / ISO.

1A-114

MALE

LOCKER /

TOILET

1B-187

FEMALE

LKR / TLT

1B-186

EMS

STORAGE

1B-181

MED. GAS

1B-160

FLAMM.

1B-159

EQ.

STORAGE

1B-158

STORAGE

1B-184

STORAGE

1B-182

EMS CHIEF

1B-180

MAIL /

WORK

ROOM

1B-179

MRI

1B-151

OFFICE

1B-130

TLT

1B-128

SOIL

1B-127

MRI EQ.

1B-126

CT

1B-146

CT CONT.

1B-147

MR CONT.

1B-150

CHIEF

TECH.

1B-141

DATA

1B-118

SIGNAL

1B-117

LOUNGE

1B-116 STAFF TLT

1B-115

OFFICE

1B-112

OFFICE

1B-110

OFFICE

1B-109

TOILET

1B-111

STRESS

1B-120

INJ.

1B-123

MAMMO

1B-131

RAD.

CHECK-IN

1B-137

SECURE

DISP.

1B-171

268,240,276

WAITING

AREA

C1-15

LOCKERS

1B-162

BREAK

ROOM

1B-185

CLEAN

CARTS

1B-188

ELEC.

1B-189

DATA

1B-190

SIGNAL

1B-191

BADGE / ID

1B-199

EVIDENCE

1B-193

ARMORY

1B-194

OFFICE

1B-195 HOLD.

1B-196

OFFICE

1B-197

LOCKERS

1B-198

ISSUE

AREA

1B-154

CHIEF SPD

1B-153

GENERAL

STORAGE

1B-156

NURSES

STATION

C1-28

MEDICATION

1A-110

STORAGE

1A-113

TLT

1A-221

TLT

1A-220

ELEV.

S-1

ELEV.

S-2

CORR.

C1-11

CORR.

C1-30

CORR.

C1-27

CORR.

C1-31

CORR.

C1-31

SECURE

DISP.

STOR.

1B-170

SCRIPT.

REC.

1B-169 PHARMD

1B-168

OFFICE

1B-167

MED. SUP.

1B-163

PHARMACY

1B-212

OFFICE

ASSIST.

1B-178

ASSIST.

1B-177

CHIEF

1B-176

HAC

1B-175

TLT

1B-174

TLT

1B-173

DATA

PROCESS.

1B-172

CHIEF

1B-140

STAFF

PHYSIC.

1B-139

R/F

1B-133

NUC. MED.

1B-121

HOT LAB

1B-122

X-RAY

1B-136

HAC

1B-124

ELEC.

1B-125

VESTIBULE

1B-108

BULK

STOR.

1B-113

BREAK

1B-114

LAB

1B-106

TLT

1B-102

TLT

1B-104

TLT

1B-105

LAB

CHECK-IN

1B-100

LAB WORK

AREA

1B-103

SPECIMEN

COLLECTION

1B-101

TLT

1B-149

DRESSING

1B-148

DRESSING

1B-145

RADIOLOGY

1B-144

ELECT.

1B-142

SOILED

CARTS

1B-183

CORR.

C1-12

CORR.

C1-13

CORR.

C1-17

TECH

WORK

1B-135

CORR.

C1-19

CORR.

C1-20

CORR.

C1-21

CORR.

C1-22

CORR.

C1-23 CORR.

C1-24

CORR.

C1-25

SUPPLY

ADMIN.

1B-155

SECURITY

1B-192

C.E.P.

1B-200

MED. VAC.

& AIR

1B-204

BOILER

ROOM

1B-205

CHILLER

ROOM

1B-201

STAFF

PHYSIC.

1B-138

FIRE PUMP

1B-203

STERILE

STORAGE

1B-157

MICROBIOLOGY

1B-107

VESTIBULE

C1-26

CONTROL

ROOM

1B-206

VESTIBULE

1B-119TLT

1B-129

RAD /

X-RAY

1B-132

UCC

EXAM

EXAM

REF.

KVA.

CHASE

HOLDING

TOOL

ROOM

OPEN

CANOPY

1B-133A

OFFICE

1B-204A

NON FERRIS

WATER MIST

W ALL H O LE

w o/ PIP E

4 "x4"C - SM ALL

18"

H O LE

w / PIPEP 7/ E7

T

O P EN

C ON DU IT 3/ 4"- 4"

K 4- LAR G EK 3- LAR G E

K 2- LAR G EK 1- LAR G E

P 3/ E3 P 5/ E5 P 6/ E6 P 4/ E4 P 2/ E2 P 1/ E1 O 2 O 1N 2 N 1 M 1 M 2

J G F W 5W 4 W 3W 2

D - SM ALL

W 1

150- 250 SQ .

IN .

W ALL

H O LES

H O LE

w / PIPE

H O LE

w / PIPE

H O LE

w / PIPE

H O LE

w / PIPE

H O LE

w / PIPE

H O LE

w / PIPE

D U CT

P ER IMETER

D U CT

P ER IMETER

D U CT

P ER IMETER

D U CT

P ER IMETER

D U CT

P ER IMETER

D U CT

P ER IMETER

1/ 2"- 4" 12" 8"6"

0- 3/ 4" 1"- 2"

25"- 50" 1"

G AP25"- 50" 4"

G AP50"- 100" 1"

G AP

50"- 100" 4"

G AP100"- 200" 1"

G AP

100"- 200" 4"

G AP

FLOO R

P EN ETR ATIO N S

W ALL

H O LES

W ALL

H O LES

W ALL

H O LES

FLU TED

JO IN T

C AB LE

TR AY

W ALL H O LE

w o/ PIP E

EXTEN D

W ALLS

EXTEN D

W ALLS

EXTEN D

W ALLS

EXTEN D

W ALLS

EXTEN D

W ALLS

50- 75 SQ .

IN .75- 100 SQ .

IN .

100- 150 SQ .

IN .

P ER

FO O T

O PENING

SIZE

6 "x6"

CO DE

B - SM ALL

A- SM ALL* W ALL H O LE

w o/ PIP E

W ALL H O LE

w o/ PIP E

T YPE CO NDITIO N

2 "x2" 0"- 1"

1HR

C O NSTR U CTIO N2HR

C O NSTR U CTIO N

SM OK E

W ALLD ISSIM ILAR

M ATER IALS

AP PR OX

N UM BER

H O LE- M ULT.

P IPE/C ON D.

P 8/ E8

JBC O P EN JUN CTIO N BO X

C O VER

I I- B EAM

V C H ANN EL

D R YWALL

JO IN T

H W ALL/ SLAB

JO IN T

N .R .

SEALAN T

CO DE * T YPE C O NDITIO N

CO DE * T YPE C O NDITIO N

CO DE * T YPE C O NDITIO N CO DE * T YPE C O NDITIO NCO DE * T YPE C O NDITIO N CO DE* T YPE C O NDITIO N

P EN ET RAT IO N D ES CR IPT IO NS

S YM BO L S L IST

P EN ET RA TI O N DE SC RI PT IO NS

S YM BO L S L IST

P EN ET RA TI O N DE SC RI PT IO NS

S YM BO L S L IST

P EN ET RA TI O N DE SC RI PT IO NSP EN ET RAT IO N D ES CR IPT IO NS

S YM BO L S L IST

P EN ET RAT IO N D ES CR IPT IO NS

ORIGINAL

SCAL ED

BY 0 .9

ORIGINAL

SCAL ED

BY 0 .9

2 HO UR FIRE B ARR IER

2 HO UR FIRE/ SM OK E ZON E B AR R IER

SM OK E ZON E B AR R IER1 HO UR FIRE BARR IER (HAZAR DO U S RO OM EN CLO SU RE)

N O N- RATED SM OK E ZON E P AR TITIO N

SM O KE RESISTIVE H AZAR DO U S R OO M EN CLO SU R E

H EALTH C AR E O CC UP AN CY CO RR ID OR S

SM O KE RESISTIVE H AZAR DO U S R OO M EN CLO SU R E

1 HO UR FIRE B AR R IER HAZAR DO US RO OM EN CLOSUR E

SP RIN KLER AN D FIR E ALARM ZO NE BO UN D AR Y

N O N- RATED SM OK E B AR RIER (C O MM UN ICATIN G SP ACE)

2 HO UR FIRE B ARR IER

2 HO UR FIRE/ SM OK E ZON E B AR R IER

SM OK E ZON E B AR R IER

1 HO UR FIRE BARR IER (HAZAR DO U S RO OM EN CLO SU RE)

N O N- RATED SM OK E ZON E P AR TITIO N

SM O KE RESISTIVE H AZAR DO U S R OO M EN CLO SU R E

H EALTH C AR E O CC UP AN CY CO RR ID OR S

SM O KE RESISTIVE H AZAR DO U S R OO M EN CLO SU R E

1 HO UR FIRE B AR R IER HAZAR DO US RO OM EN CLOSUR E

SP RIN KLER AN D FIR E ALARM ZO NE BO UN D AR Y

N O N- RATED SM OK E B AR RIER (C O MM UN ICATIN G SP ACE)

S YM B O LS LIST

S YM B O LS LIST P EN ET RAT IO N D ES CR IPT IO NS

P EN ETR ATIO N

N O TATIO N

N U MB ER P RIO R TO P EN ETR ATIO N C OD E (IN P AR ENTH ESES) IN D IC ATES

Q U AN TITIES/ LIN EAR FEET (LF) AT TH AT LO C ATIO N .

W ALL H OLE wo/ PIP E 4"x4" w /B AC KIN GC - SM ALL

18"P 7/ E7

* NU M BER PR IOR TO PEN ETR ATIO N C OD E IN D IC ATES Q U ANTITY AT TH AT LO CATIO N .

T O P EN C ON DU IT 3/ 4"- 4"

K 4- LAR G E

K 3- LAR G E

K 2- LAR G E

K 1- LAR G E

P 3/ E3

P 5/ E5 P 6/ E6

P 4/ E4

P 2/ E2 P 1/ E1 O 2 O 1 N 2 N 1 M 1M 2

J G

FW 5

W 4 W 3 W 2

D - SM ALLW 1

150- 250 SQ . IN .W ALL HO LES

H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E

D U CT PER IM ETER

D U CT PER IM ETER

D U CT PER IM ETER

D U CT PER IM ETER

D U CT PER IM ETERD U CT PER IM ETER

12" 8" 6"

50"- 100" 1" G AP

50"- 100" 4" G AP

100"- 200" 1" G AP

100"- 200" 4" G AP

FLO O R P EN ETR ATIO N S

W ALL HO LES

W ALL HO LES

W ALL HO LES

FLU TED JO IN T

C AB LE TR AY

W ALL H OLE wo/ PIP E

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

50- 75 SQ . IN .

75- 100 SQ . IN .

100- 150 SQ . IN .

P ER FOO T

1" x 4"

6"x6" w /B AC KIN G

B - SM ALL

A- SM ALL

W ALL H OLE wo/ PIP E W ALL H OLE wo/ PIP E

2"x2" w /B AC KIN G 0"- 1"

N O TATIO N

1H R CO NSTRU CTIO N

2H R CO NSTRU CTIO N

SM O KE WALL

D ISSIM ILAR M ATER IALS

P 8/ E8

JBC O P EN JUN C TION B O X CO VER

I

V C H ANN EL

D R YW ALL JO IN T

H O R IZO N TAL EXIT P ASSAG EW AY

EXIT

SU ITE DESIG N ATIO N S

SM O K E RESISTIVE H AZAR D O U S AR EA30 M IN SMO K E B AR R IER

1 HO U R FIR E B AR R IER

2 HO U R FIR E B AR R IER

AR EA OP EN TO C O RR IDO R - W ITH SM OK E D ETEC TIO N

AR EA O P EN TO C OR R ID OR - NO SM OK E D ETEC TIO N REQ UIRED

EXIT P ASSAG EW AY

H E E X

EP

LIN EN C HU TELC

TR ASH C HU TETC

H W ALL/ SLAB JO IN T N .R . SEALAN T

25"- 50" 1" G AP25"- 50" 4" G AP

2 1/ 2"- 4" 1"- 2" 0- 3/ 4""

N .R. N O N RATED

C .J. C ON TRO L JO IN TE.J. EXP AN SIO N JO IN T

W / WITH

W O/ W ITHO UTC MPD C OMPO UND

I- B EAM , C ON C . B EAM N .R . SEALAN T

N .R . SEALAN T

VAR IESH O LE- M ULTIP LE P IPE/ CO N DU IT

H O LE w/ P IP E

W ALL H O LE w o/P IP E 4"x4" w /B AC KIN GC - SM ALL

18"P 7/ E7

* N UM B ER P R IO R TO PEN ETR ATIO N C O D E IN DIC ATES Q U ANTITY AT TH AT LOC ATIO N .

T O P EN C ON DU IT 3/ 4"- 4"

K 4- LAR G E

K 3- LAR G E

K 2- LAR G E

K 1- LAR G E

P 3/ E3

P 5/ E5 P 6/ E6

P 4/ E4

P 2/ E2 P 1/ E1

O 2 O 1N 2 N 1

M 1 M 2

J G

F W 5 W 4 W 3 W 2

D - SM ALL

W 1

150- 250 SQ . IN .W ALL H O LES

H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E

D U C T P ERIM ETER

D U C T P ERIM ETERD U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

12" 8" 6"

50"- 100" 1" G AP

50"- 100" 4" G AP100"- 200" 1" G AP

100"- 200" 4" G AP

FLO O R P EN ETR ATIO N S

W ALL H O LES

W ALL H O LES

W ALL H O LES

FLU TED JO IN T

C AB LE TR AY

W ALL H O LE w o/P IP E

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

EXTEN D W ALLS

50- 75 SQ . IN .

75- 100 SQ . IN .

100- 150 SQ . IN .

P ER FOO T

1" x 4"

6"x6" w /B AC KIN G

B - SM ALL

A- SM ALL

W ALL H O LE w o/P IP E W ALL H O LE w o/P IP E

2"x2" w /B AC KIN G 0"- 1"

N O TATIO N

1H R C ON STR UC TIO N

2H R C ON STR UC TIO N

SM O K E W ALL

D ISSIM ILAR M ATER IALS

P 8/ E8

JB C O P EN JU NC TIO N B OX C O VER

I

V C H ANN EL

D R YW ALL JO IN T

H O R IZO N TAL EXIT P ASSAG EW AY

E XIT

SU ITE D ESIG N ATIO N S

SM O K E R ESISTIVE H AZAR D OU S AR EA

30 MIN SM O KE BAR RIER

1 H OU R FIRE BAR RIER

2 H OU R FIRE BAR RIER

AR EA OP EN TO C OR R ID O R - W ITH SM O KE DETEC TIO N

AR EA OP EN TO CO R RIDO R - NO SM OK E D ETECTION R EQU IRED

EXIT P ASSAG EW AY

H E E X

EP

LIN EN C HU TELC

TR ASH C HU TETC

H W ALL/ SLAB JO IN T N .R . SEALAN T

25"- 50" 1" G AP

25"- 50" 4" G AP

2 1/ 2"- 4" 1"- 2" 0- 3/ 4""

N .R. N ON R ATED

C .J. C O N TR O L JOIN TE.J. EXP AN SIO N JO IN T

W / WITH

W O / WITH OU TC MP D COM POU ND

I- B EAM , C ON C . B EAM

N .R . SEALAN TN .R . SEALAN T

VAR IESH O LE- M U LTIP LE PIP E/C O N DU IT

H O LE w/ P IP E

W ALL H O LE w o/P IP E 4"x4" w /B AC KIN GC - SM ALL D - SM ALL W ALL H O LE w o/P IP E 6"x6" w /B AC KIN G

B - SM ALL

A- SM ALL

W ALL H O LE w o/P IP E W ALL H O LE w o/P IP E

2"x2" w /B AC KIN G 0"- 1"

H O R IZO N TAL EXIT P ASSAG EW AY

E XIT

SU ITE D ESIG N ATIO N S

SM O K E R ESISTIVE H AZAR D OU S AR EA

30 MIN SM O KE BAR RIER

1 H OU R FIRE BAR RIER

2 H OU R FIRE BAR RIER

AR EA OP EN TO C OR R ID O R - W ITH SM O KE DETEC TIO N

AR EA OP EN TO CO R RIDO R - NO SM OK E D ETECTION R EQU IRED

EXIT P ASSAG EW AY

H E

E X

EP

LIN EN C HU TE

LC

TR ASH C HU TETC

18"P 7/ E7

K 4- LAR G E

K 3- LAR G E

K 2- LAR G EK 1- LAR G E

P 3/ E3

P 5/ E5 P 6/ E6

P 4/ E4

P 2/ E2P 1/ E1

O 2 O 1 N 2 N 1

M 1 M 2

J G

F W 5 W 4 W 3 W 2 W 1

150- 250 SQ . IN .W ALL H O LES

H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP E H O LE w/ P IP EH O LE w/ P IP E

D U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

D U C T P ERIM ETER

12" 8" 6"

50"- 100" 1" G AP

50"- 100" 4" G AP

100"- 200" 1" G AP

100"- 200" 4" G AP

FLO O R P EN ETR…