ATTACHMENT 8 - Drawings - 2026-01-23 Orlando Upgrade Lake Baldwin Haz rev1.pdf

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC

MECHANICAL ELECTRICAL STRUCTURAL

305 EAST DRIVE, SUITE H

MELBOURNE, FLORIDA 32904

321.345.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JPA ARCHITECTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/2

/2

:5

:2

P

M

UPGRADE HAZARDOUS

MIXING ROOM

01/23/2026

COVER SHEET

G100

SOJR

675-24-106

Lake Baldwin, Orlando VAMC

UPGRADE HAZARDOUS MIXING

ROOM

Lake Baldwin Orlando VAMC PROJECT #: 675-24-106

100% CONSTRUCTION

DOCUMENTS

24122.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

SHEET INDEX

G100 COVER SHEET

G101 SECOND FLOOR CODE PLANS

AS100 ARCHITECTURAL SITE PLAN

CS-021 EXISTING CONDITIONS PLAN

CS-101 SITE PLAN

CS-151 GRADING PLAN

A102 SECOND FLOOR PLANS

A103 SECOND FLOOR PLANS

AF102-F FINISH PLAN

S-001 GENERAL NOTES AND ABBREVIATIONSS

SD-101 MEZZANINE FLOOR AND LOW ROOF DEMOLITION PLAN

SS-101 MEZZANINE FLOOR AND LOW ROOF FRAMING PLAN

S-301 DETAILS AND SECTIONS

FP-001 FIRE PROTECTION LEGENDS & SYMBOLS

FP-002 SECOND FLOOR PLAN- FIRE PROTECTION SPRINKLER ZONE PLAN

FX-101 SECOND FLOOR PLAN - FIRE PROTECTION - DEMOLITION

FP-101 SECOND FLOOR PLAN - FIRE PROTECTION - NEW WORK

FP-501 FIRE PROTECTION DETAILS

P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS

P-101 PLUMBING SITE PLAN

PD-101 SECOND FLOOR PLAN - GRAVITY -DEMOLITION

PD-102 SECOND FLOOR PLAN- PRESSURE- DEMOLITION

PD-103 SECOND FLOOR PLAN- MED GAS- DEMOLITION

PD-104 MEZZANINE FLOOR PLAN- MED GAS- DEMOLITION

PS-101 SECOND FLOOR PLAN - GRAVITY -NEW WORK

PP-101 SECOND FLOOR PLAN - PRESSURE -NEW WORK

PG-101 SECOND FLOOR PLAN- MED GAS- NEW WORK

PG-102 MEZZANINE FLOOR PLAN- MED GAS- NEW WORK

P-501 PLUMBING DETAILS

P-801 PLUMBING SCHEDULES

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

MD-101 SECOND FLOOR PLAN- HVAC- DEMOLITION

MD-102 MEZZANINE FLOOR PLAN- HVAC- DEMOLITION

MD-103 SECOND FLOOR PLAN- HVAC PIPING- DEMOLITION

MH-101 SECOND FLOOR PLAN - HVAC - NEW WORK

MH-102 INTERSTITIAL FLOOR PLAN- HVAC- NEW WORK

MH-103 SECOND FLOOR PLAN- HVAC- AIRFLOW SCHEMATIC

MP-101 SECOND FLOOR PLAN - HVAC PIPING - NEW WORK

MP-102 MEZANINE FLOOR PLAN- HVAC PIPING- NEW WORK

M-201 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-801 MECHANICAL SCHEDULES

E-001 ELECTRIC LEGENDS AND SYMBOLS

E-002 ELECTRIC GENZAERAL NOTES

E-101 ELECTRICAL SITE PLAN

ED-101 SECOND FLOOR PLAN- LIGHTING- DEMOLITION

ED-102 SECOND FLOOR PLAN- ELECTRICAL EQUIPMENT- DEMOLITION

EL-101 SECOND FLOOR PLAN- LIGHTING- NEW WORK

EP-101 SECOND FLOOR PLAN- ELECTRICAL EQUIPMENT- NEW WORK

EP-102 INTERSTITIONAL FLOOR PLAN- ELEC. EQUIPMENT- NEW WORK

E-501 ELECTRICAL DETIALS

E-601 ELECTRICAL DIAGRAMS

E-801 ELECTRICAL SCHEDULES

FA-001 FIRE ALARM LEGENDS AND SYMBOLS

FD-101 SECOND FLOOR PLAN- FIRE ALARM- DEMOLITION

FA-101 SECOND FLOOR- FIRE ALARM- NEW WORK

FA-102 MEZZANINE FLOOR PLAN- FIRE ALARM- NEW WORK

FA-501 FIRE ALARM DETAILS

T-001 TECHNOLOGY LEGEND, ABBREVIATIONS, & GENERAL NOTES

TD-101 SECOND FLOOR PLAN- TECHNOLOGY- DEMOLITION

TN-101 SECOND FLOOR PLAN- DATA/ACCESS CONTROL/PA- NEW WORK

T-501 TECHNOLOGY DETAILS

T-601 TECHNOLOGY DIAGRAMS

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

Contractor should engage and be responsible full a fully certified Controlled Environment Testing Association (CETA) technician to provide fully compliant sterile compounding rooms and hoods at completion of project.

1. HEPA Filter Integrity Testing (Leak Test)

a. Per CETA CAG 003 requirements

2. Differential Pressure Measurement

a. Ante Room: ≥ +0.02”w.c.

b. IV Buffer room: ≥ +0.02”w.c.

c. Hazardous Buffer Room: -0.01 to -0.03”w.c.

3. Air Change Per Hour Measurement and Calculation

a. All rooms must meet 35 ACPH per VHA Design Guide

1. This is slightly higher than the USP standard of 30

4. Non-Viable Air Sampling (Particle Counts)

a. For ISO 7 rooms particle count must be less than 352,000 per cubic meter

b. For ISO 5 hoods particle count must be less than 3,520 per cubic meter

5. Viable Air and Surface Sampling (Environmental Monitoring)

a. Air samples

1. ISO 7 rooms: Must be less than or equal to 10 Colony Forming Units (CFUs) per cubic meter (1,000 listers of air/media device)

2. ISO 5 hoods: Must be less than or equal to 5 Colony Forming Units (CFUs) per cubic meter (1,000 listers of air/media device)

b. Surface Samples

1. ISO 7 rooms: Must be less than or equal to 5 Colony Forming Units (CFUs)

2. ISO 5 hoods: Must be less than or equal to 1 Colony Forming Units (CFUs)

6. Static Air Visualization (Smoke) Study

a. Per CETA CAG 003 requirements

7. Dynamic Air Visualization (Smoke) Study with Video and Report

a. Per CETA CAG 003 requirements

8. Temperature

a. Should be 20 degrees Celsius (68 degrees Fahrenheit) or cooler in all rooms

9. Humidity

a. Relative humidity should be less than or equal to 60% in all rooms

GENERAL CONSTRUCTION NOTES

REQUIREMENTS FOR STERILE COMPOUNDING ISO CLASS 7 ROOM AND ISO 5 HOODS CERTIFICATION AND TESTING

Revisions Date

WAITING

229D

UROLOGY

CHECK-IN

229H

MD OFFICE

229K

EXAM RM

229M

EXAM RM

229P

JANITOR

CLOSET

229Q

TOILET

229PA

EXAM

229NB

EXAM

229NAUROLOGY

PROCEDURE

ROOM 2

229N

SUBSTERILE

229JA

LIQUID

WASTE

229L

UROLOGY

PROCEDURE

ROOM 1

229J

OFFICE

SOIL

WAITNG

229A

MALE

TOILET/

SHOWER

228A

OFFICE

SOIL

RETURN

ORTHO 2

220G

ORTHO 3

220L

ORTHC 4

220M

CLEAN

SUPPLY

229K

CORRIDOR

CORRIDOR

CORRIDOR

CL EQUIP

STORAGE

220RAA

CLEAN

CORE

OR #4

220TA

CORRIDOR

200C12

STAIR 3

CORRIDOR

SUBSTERILE

220FA

CORRIDOR

POST-OP

CONSULT

228J

WAITING

AREA

214B

FEMALE

LOCKERS

203K

MALE

LOCKERS

203J

JANITOR

CLOSET

203L

SUPPLY RM

203M

BREAK

AREA

STAIR 2TOILET RM

203HA

SLEEP LAB

203E

SLEEP LAB

203D

SLEEP LAB

203C

PAIN CLINIC

203B

EXAM

203A

CORRIDOR

OFFICE

203GC

OFFICE

203GF

HALL

203GE

TOILET

203GB

OFFICE

203GA

OFFICE

203GD

SLEEP LAB

203F

OFFICE

SOIL LINEN

EYE

MACHINE

DICTATE

CORRIDOR

#1

200C11

OFFICE

RECOVERY

RM

CORRIDOR

200C10

SOILED

LINEN

233C

PATIENT

TOILET

233B

STAFF

BREAK

ROOM

Storage

233A

RECEPTION

239 OFFICE

OFFICE

OFFICE

MULTI-PURPOSE

ROOM

STAFF

TOILET

ELECTRICAL

240 MISC.

OFFICE

SUPPLY

CLOSET

233D

PATIENT

TOILET

233FHAC

233E

WHEELCHAIR

STORAGE

233G

INFUSION

AREA

INFUSION

AREA

WAITING

CORRIDOR CORRIDOR

NON-HAZARDOUS

COMPOUNDING

235AANTE

ROOM (+)

235B

HAZARDOUS

DRUG

COMPOUNDING

235C

WORK

ROOM

HAZARDOUS

STORAGE

ROOM (-)

235C

HAC

235D

4 7/8"

HAC

229L

PAT. STOR

229M

ADA R.R

229J

ADA R.R

229K

PRE-OP

CLOSET

229D

IMPLANT

STORAGE

266A

ANESTH.

STORAGE

MEN'S

RESTROOM

281B

HAC

JAN.

169'6"

SUITE 2

SUITE 3

SUITE 4

SUITE 1

Freight elevator for contractor use.

SPRAY ON FIRE

PROOFING AT

NEW

SUPPORTS

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/2

/2

:5

:3

P

M

UPGRADE HAZARDOUS

MIXING ROOM

01/23/2026

SECOND FLOOR CODE PLAN

G101

SOJR

675-24-106

Lake Baldwin, Orlando VAMC

100% CONSTRUCTION

DOCUMENTS

24122.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

N Scale:

PROJECT

3/32" = 1'-0"

CODE PLAN

NFPA 101 2024

USE AND OCCUPANCY CLASSIFICATION

NEW HEALTH CARE OCCUPANCY (NFPA – CH 18)

Applicable Codes:

· VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) http://www.cfm.va.gov/til/www.cfm.va.gov/til/)

· 2024 NFPA 101, Life Safety Code (LSC)

· NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900

· 2021 International Building Code (IBC), only when specifically referenced in VA Design Documents

· Occupational, Safety and Health Administration (OSHA) Standards.

· VA Seismic Design Requirements, H-18-8

· Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13), rev. 06/01/2024

Chapter 7, Means of Egress Table 7.3.1.2, Occupant Load Factor: Health Care Use No change in occupant load.

Table A.7.6, Common Path, Dead End, and Travel Distance Limits: Health Care Use, Sprinklered Common path limit: 100 feet (18.2.5.2) Dead end limit: 30 feet (18.2.5.3) Travel distance limit: 200 feet (18.2.6.2.1)

Chapter 8, Features of Fire Protection Table A.8.2.1.2, Fire Resistance Ratings for Type IA (332) Construction:

Exterior bearing walls, supporting more than one floor, columns or other bearing walls: 3 hour Interior bearing walls, supporting more than one floor, columns or other bearing walls: 3 hour Columns, supporting more than one floor, columns or other bearing walls: 3 hour Beams, Girders, Trusses, and Arches, supporting more than one floor, columns or other bearing walls: 3 hour Floor/Ceiling assemblies: 2 hour Roof Ceiling assemblies: 1 hour Interior nonbearing walls: 0 hour Exterior nonbearing walls: 0 hour

Chapter 9, Building Service and Fire Protection Equipment The building is equipped with a fire alarm system in accordance with 2024 NFPA 101 LSC, Sections 9.6 / 18.3.4.1.

The building is sprinklered throughout by an approved, supervised automatic sprinkler system in accordance with 2024 NFPA 101 LSC, Sections 9.7 / 18.3.5.

The building is supplied with portable fire extinguishers in accordance with 2024 NFPA 101 LSC, Sections 9.9 / 18.3.5.12

Chapter 10, Interior Finish, Contents, and Furnishings Table A.10.2.2, Interior Finish Classification Limitations: Health Care Use Exits: Class A Exit access corridors: Class A (Class B on lower portion of corridor) Other spaces: Class A (Class B in small individual rooms) New interior finishes on walls and ceilings are limited to Class A materials, except for small rooms (see 18.3.3.2.1) and lower portion of corridor walls (see 18.3.3.2.2).

Chapter 18, New Health Care Occupancies Table 18.1.6.1, Construction Type Limitations Construction Type 1A (332) / IB International Building Code Equivalent, Sprinklered More than 4 stories allowed (basements shall not be considered a story) Unlimited Area (International Building Code) 18.2.5.7.1.2* Suite Separation. Suites shall be separated from the remainder of the building, and from other suites, by walls and doors meeting the requirements of 18.3.6.2 through 18.3.6.5.

18.2.5.7.1.4 Suite Subdivision. The subdivision of suites shall be by means of noncombustible or limited-combustible partitions or partitions constructed with fire-retardant-treated wood enclosed with noncombustible or limited-combustible materials, and such partitions shall not be required to be fire rated. Sleeping suites not for patient care shall comply with the provisions of 18.2.5.7.4.

18.2.5.7.3.1 Patient Care Nonsleeping Suite Means of Egress.

(A) Patient care nonsleeping suites shall have exit access to a corridor complying with 18.3.6 or to a horizontal exit, directly from the suite.

(B) Patient care nonsleeping suites of more than 2,500 sf gross shall have not less than two exit access doors remotely located from each other.

(C) For suites requiring two exit access doors, one of the exit access doors shall be permitted to be to one of the following:

(1) An exit stair

(2) An exit passageway

(3) An exit door to the exterior

(4) Another suite, provided that the separation between the suites complies with the corridor requirements of

18.3.6.2 through 18.3.6.5.

18.2.5.7.3.2 Patient Care Nonsleeping Suite Maximum Size.

(A) Nonsleeping suites shall not exceed 12,500 sf gross floor area, unless otherwise provided in 18.2.5.7.3.2 (B).

(B) Nonsleeping suites greater than 12,500 sf gross floor area and not exceeding 15,000 sf gross floor area shall be permitted where provided with total (complete) coverage automatic smoke detection in accordance with 9.6.2.9 and 18.3.4.

18.2.5.7.3.3 Patient Care Nonsleeping Suite Travel Distance.

(A) Travel distance within a nonsleeping suite to an exit access door to another suite, an exit access corridor door, or a horizontal exit door from the suite shall not exceed 100 ft.

(B) Travel distance between any point in a nonsleeping suite and an exit shall not exceed 200ft.

18.3.6.1. Corridor Separation. Corridors shall be separated from all other areas by partitions complying with

18.3.6.2. through 18.3.6.5.

18.3.6.3.1. Doors, including doors or panels to nurse servers and pass-through openings, protecting corridor openings shall be constructed to resist the passage of smoke

18.3.6.3.5. Doors shall be self-latching and provided with positive latching hardware.

18.3.7.1. Buildings containing health care facilities shall be subdivided by smoke barriers (see 18.2.4.3) unless otherwise permitted by 18.3.7.2 and 18.3.7.3…

18.3.7.3. Any required smoke barrier shall be constructed in accordance with Section 8.5 and shall have a minimum 1 hour fire resistance rating unless otherwise permitted by one of the exceptions (see the code book).

PHARMACY WORK SPACE

PHARMACY

14141413 1415 1440 1441 1442

1426 1430

1425 1432

Pharmacy Back Door

TEL

CLOSET

TOILET

BULK STORAGE

TELE COMP

OFFICE

OFFICE

OFFICE

OFFICE

WAITING

MECH AND

ELECTRICAL

PROCUREMENT

STORAGE

PROCUREMENT

OFFICE

CONTROLLED

SUBSTANCE

LOCKER/LOUNGE

EMPLOYEE

JANITOR

REST RM

CORRIDORCORRIDOR

EXAM RMEXAM RM DR OFFICE EXAM RM DR OFFICE EXAM RM

GOLD TEAM

LEADER

OFFICE

RED TEAM

LEADER

EXAM RM

DR OFFICE

EXAM RM

EXAM RM

PATIENT EXIT DIETITIAN

SOCIAL

WORKER

EXAM RM

DR OFFICE

PHARMACY

EXAM RM

NURSES

ED

TREATMENT

SUPPLY

SOILED

LINEN

EXAM RM PATIENT

WALK-IN

DR OFFICE

EXAM RM

EXAM RM

DR OFFICE

EXAM RM

FEC AND FDV

REFRIGERATOR

FEC

FEC

BOX

PACKING

BOX

PACKING

3 4 5

32.03

32.05

32.04

32.06

2.41AS100

Sim

32.04

32.02

32.03

13.01

2.43

54' - 10 1/4"

13.02

13.03

10.03 10.04

10.05

2.47

/2

ISO CLASS 7

HAZARDOUS BUFFER RM.

ISO CLASS 7 ANTEROOM

ISO CLASS 8 ANTEROOM

OFFICE AREA

ISO CLASS 7 NON-

HAZARDOUS

BUFFER RM.

MECH. ROOM - 2MECH. ROOM - 1

28.01

8' - 6"

3.09

3.18

5.18

5.19

5.20

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/2

/2

:5

:3

P

M

UPGRADE HAZARDOUS

MIXING ROOM

01/23/2026

ARCHITECTURAL SITE PLAN

AS100

VRSO

675-24-106

Lake Baldwin, Orlando VAMC

100% CONSTRUCTION

DOCUMENTS

24122.00

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

KEY NOTES

2.41 Existing building(s) to remain.

2.43 Existing 10' tall covered awning to remain.

2.47 Existing concrete pad to remain. Protect during construction.

3.09 Concrete foundation. Provided by GC. Designed by Covered Walkway engineer.

3.18 Foam blockout.

5.18 Protective cover walkway structure.

5.19 Metal Fascia.

5.20 Protective cover roof deck.

10.03 Roof connection from protective covered to trailer canopy provided by pre-engineered protective cover contractor.

10.04 Pre-engineered protective cover. Height 10'. Width 8'6". Height to match existing awning. Verify in field. BOD Perfection Architectural Systems.

10.05 Roof connection from covered walkway to existing awning by pre-engineered protective cover contractor.

13.01 Pharmacy Trailer Unit.

13.02 Trailer awning by trailer contractor.

13.03 Stairs by trailer contractor.

28.01 Card reader. See technology drawings.

32.02 Concrete sidewalk. See Civil Drawings.

32.03 Chain link security fence. See Civil Drawings.

32.04 Contractor to maintain access to parking spaces.

32.05 Pump truck access gate.

32.06 Egress gate. See Civil Drawings.

N Scale:

PROJECT

1" = 10'-0"

ARCHITECTURAL SITE PLAN

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

PHARMACY TRAILER PLAN

Mobile Pharmacy Certified 797/ 800 Trailer Specifications:

Trailer Specifications:

Physical Dimensions:

Drop Deck Dry Van Trailer

• External Dimensions: 658 1/4” L x 103” W x 160” H

Office

• Internal Dimensions: 1103/4” L x 923/4” W x 10513/16” H

• Desk/Work Table Dimensions:

• Workstation 1: 237/8” L x 3313/16” W x 2915/16” H

• Workstation 2: 183/4” L x 333/4” W x 2915/16” H

HD Ante-Room/Change Room

• Internal Dimensions: 541/4” L x 5013/16” W x 10513/16” H)

• Non-HD Ante-Room/Change Room

• Internal Dimensions: 437/8” L x 50” W x 105 13/16” H)

Non-HD Buffer Room

• Internal Dimensions: 181” L x 923/4” W x 873/4” H

HD Buffer Room

• Internal Dimensions: 1593/4” L x 923/4” W x 1051/8” H Interior Materials

Finishes Walls and Ceiling

• BOD: Arcoplast® System

High performance seamless compsite panel.

• Panels come in 40 foot lengths to eliminate wall seams

• Corners permanently sealed with an epoxy compound specifically designed by Arcoplast® for the purpose. The end result is a monolithic barrier that is durable and easily cleaned.

Flooring BOD: Armstrong Medintech

Finished floor will be GMP Class A: a high performance, homogenous, welded seam sheet polyurethane floor.

Casework

• Type 304 Stainless Steel work casework

• Purpose built, all welded construction with adjustable shelving

Mechanical Specifications

HVAC system is engineered to maintain a comfortable working temperature and humidity level in the pharmacy.

• Variable Capacity, 11 Ton HVAC system designed for the rigors of a fully exhausted hazardous drug room

• Negative pressure interstitial space with fan filter units

Hazardous Drug Buffer Room

• Negative Pressure

• 40 ACH HEPA filtered supply air (628 cfm)

• Heated Fan Filter Units

• Exhaust 714 cfm (room plus BSC Exhaust)

• EF-2 (Three 12x8 at 104.6CFM = 313.8CFM)

• EF-1 (Two BSC’s at 200CFM = 400CFM)

• Trailer exhaust height exceeds 11’

• 88 cfm from ISO 7 Anteroom (60 ACH)

• 3’ Class II Biological Safety Cabinets (qty. 2)

• Pharmacy Grade Refrigerator located next to exhaust grille

• Material Pass-through to office space with 60 second HEPA purge and interlocking doors

Non-Hazardous Drug Buffer Room

• Positive Pressure

• 50 ACH HEPA filtered supply air (702 cfm)

• 50 cfm to ISO 8 Anteroom (60 ACH)

• 3’ Unidirectional Airflow workstation

• 4’ Unidirectional Airflow workstation

• Pharmacy Grade Refrigerator

• Material Pass-through to office space

Electrical Specifications

Connections for utility power and/or auxiliary generator inputs are provided via transfer switch.

85kVA @208V, 3PH, 60Hz, 300A

• Single point connection

• Shore power inputs are provided

Plumbing Specifications

The plumbing system includes an on-demand electric water pump to provide running water for a sink. The capacity of the laboratory water tank is supplemented by a connection to a water utility tap. A gray water tank is designed by storage and batch pumping. The pharmacy cleanroom will arrive completely plumbed, ready for connection to water supply and drain lines. The gray water tank is equipped with a high-level monitor.

• (2) Stainless Steel Sinks, one in each Anteroom

• Includes emergency eyewash

• 2.4 kW water heater w/ on-demand electric water pump

• (2) 55-Gal gray water tanks

• Storage for batch dumping by contractor.

• PEX supply and drain lines

• Single Point of connection

Communications & Recording Systems

Communication Ports

(12) Data ports are provided for network instruments, computer workstations and printers. Cables are run to a patch panel in the anteroom. Telephone port is provided in the entry room.

Also included are:

• Intercom System

• Fire / Burglar System

• BMS - Environmental Monitoring

Cameras and Monitors

• Digital video cameras and a digital video recorder (DVR) provide perimeter security.

• Interior and exterior cameras provide live local video.

• Camera's to be comptable with VA police monitoring system.

Data / Phone Network

• 24 port managed switch

• Computer and printer provided by end user

• Cables in shielded chases

• Telephone port will be provided in the Entry room.

• CCTV system (8 cameras, DVR capable of recording 30 days of video)

• Keyless entry main door

Testing & Quality Control

Manufacturer's Quality Process will be designed to evaluate performance as well as fit and finish of every system of the mobile platform.

•Evaluation and testing is conducted on all components and aspects of the facility.

•Manufacturer's Quality Control Team will employ a checklist-basedsystem during a rigorous trial period.

•All systems will be tested and documented in real world conditions before the trailer arrives on site.

•Manufacturer is to provide a complete, stand-alone facility with zero defects.

Installation Manufacturer will confirm and coordinate site and utility preparedness prior to installation.

Pre-installation Conference can include but is not limited to:

• Location of the unit

• Power supply

• Data cables and integration

• Fresh/waste water connections

Standards and Codes USP <797>, USP <800> and NIOSH Mobile Pharmacy/Cleanrooms to meet or exceed the requirements of the

•USP Chapter <797> Pharmaceutical Compounding-Sterile Preparations •USP <800> Chapter for handling hazardous drugs.

•Units to comply with NIOSH recommendations for pharmacy practices.

•The pharmacy is tested to meet the guidelines within CETA CAG-003-2006 Certification Guide for Sterile Compounding Facilities.

Additionally, pharmacies meet the latest cleanroom requirements with low wall return. The units are engineered for precise HVAC, airflow, air pressure, balance strategies, and proper positioning of primary engineering controls within the cleanroom.

Cleaning & Bio-decontamination

Trailer to receive a thorough construction cleaning before shipped.

Provide three separate, consecutive cleanings of the facility.

• Provide thorough wipe down of all surfaces.

• The first application use a germicidal detergent

• Second and third applications using a sporicidal agent.

• PECs and casework are wiped down with a 70% IPA following each cleaning.

Rental Compounding Pharmacies are delivered fully-equipped for both sterile and hazardous drug compounding. The standard configuration consists of:

ISO Class 7 Positive Pressure Buffer Room

• One (1) 3’ Vertical Laminar Flow Hood

• Model: BVBI-3SSRX

• Overall Dimensions: 36⅛” W x 38” D x 76¼” H

• Work Area Dimensions: 33⅛” W x 28½” D x 30¾” H

• All stainless steel welded construction

• 16 gauge stainless steel work deck is 36” from thefloor and reinforced to support 300 + pounds

• Frame is 1 ½” square stainless steel tubing with legsthat terminate with heavy-duty, cleanroom-grade locking casters

• Side panels are stainless steel framed ¼” acrylic

• High capacity motor/blower system with speed control to extend the life of the HEPA filter

• Cleanroom-compatible pre-filter increases the life of the front loading HEPA filter while reducing particulates inside the cleanroom

• Filter screen panel is removable for easy cleaning

• Front mounted, external fluorescent lighting

• 6” demarcation line marked inside work area

• 1” stainless steel, adjustable I.V. bar with hooks

• Separate lighted power ON/OFF indicator switches for blower and lighting

• Electrical is 115 Volt, 60 Hz (220/50-60 Hz also available)

• Ten foot power cord with molded grounded plug

• One (1) 4’ Vertical Laminar Flow Hood

• Model: BVBI-4SSRX

• Overall Dimensions: 49¼” W x 38” D x 76¼” H

• Work Area Dimensions: 45¼” W x 28½” D x 30¾” H

• All stainless steel welded construction

• 16 gauge stainless steel work deck is 36” from the floor and reinforced to support 300 + pounds

• Frame is 1 ½” square stainless steel tubing with legs that terminate with heavy-duty, cleanroom-grade locking casters

• Side panels are stainless steel framed ¼” acrylic

• High capacity motor/blower system with speed control to extend the life of the HEPA filter

• Cleanroom-compatible pre-filter increases the life of the front loading HEPA filter while reducing particulates inside the cleanroom

• Filter screen panel is removable for easy cleaning

• Front mounted, external fluorescent lighting

• 6” demarcation line marked inside work area

• 1” stainless steel, adjustable I.V. bar with hooks

• Separate lighted power ON/OFF indicator switches for blower and lighting

• Electrical is 115 Volt, 60 Hz (220/50-60 Hz also available)

• Ten foot power cord with molded grounded plug

• Custom casework provides ample storage space

• Integrated refrigerator

• The preparation areas consist of stainless steel countertops with seamless welds, coved corners and radiused edges.

ISO Class 7 Negative Pressure Buffer Room

• Two (2) Class II Type A Biosafety Cabinets

• Model BBF-3SSRX

• Overall Dimensions: 36½” W x 31” D x 57½” H

• Light housing and control panel adds an additional 4” to depth

• Depth dimensions include light housing

• Work Area Dimensions: 36” W x 22” D x 29” H

• Outer cabinet and work surface are welded stainless steel with a #4 pharmaceutical grade finish

• Front lifting viewing panel is easily removed and isgasketed to provide a proper seal when in place

• Ergonomic front panel of the biological safetycabinet is concave permitting operator to lean into work area, enhancing user comfort.

• High capacity motor/blower system with speedcontrol to extend the life of the HEPA filter.

• Supply and exhaust HEPA filters are parallel to workarea and each other to prevent turbulence.

• Removable stainless steel work tray and tray supports facilitate easy clean up of the biological safety cabinet.

• Fluorescent lights are externally mounted to minimize heat build-up.

• IV hanging bar with 12 hooks in work area.

• Separate lighted power ON/OFF indicator switches for blower and lighting.

• Electrical is 115 Volt, 60 Hz (220/50-60 Hz also available)

• Ten foot power cord with molded grounded plug.

• Constructed to allow for optional outside venting of exhaust air from the biosafety cabinet.

• Custom casework provides ample storage space

• Integrated refrigerator

• The preparation areas consist of stainless steel countertops with seamless welds, coved corners and radiused edges

Office Area

• HEPA-purge pass-through airlock

• Allow the transfer of materials from the negative pressure buffer room into the office area or vice-versa while maintaining containment

• Interlocked doors assure that the airlock is never open on both sides simultaneously

• HEPA-purge cycle removes particulates within the airlock, achieving ISO Class 5 conditions before the materials are removed

• Pass-through airlock

• Allow the transfer of materials from the positive pressure buffer room into the office area or vice-versa while maintaining containment

• Interlocked doors assure that the airlock is never open on both sides simultaneously

• Stainless steel countertops with seamless welds, coved corners and radiused edges

• Stainless steel casework

• Security, Data and Environmental Monitoring are all accessible from the office area (see related sections)

ISO Class 7/8 Anterooms

• Stainless steel hand washing sink

• Stainless steel gowning bench

• Stainless steel casework

Trailer Equipment:

Provide a fully equipped, turnkey, mobile compounding pharmacy. The mobile facility will be engineered and constructed to meet or exceed the cleanroom standards outlined by USP <797>, USP <800> and FDA cGMP. Trailer shall be fully fuctional and USP 787 and 800 certified prior to owner occupation.

Basis of Design: Germfree Mobile Compounding Pharmacy

A. Contractor to provide Temporary Trailer. Trailer should be fully compliant with all standards and requirements when in operation for design, HVAC, safety, surfaces and finishes. Trailer should have all utilities fully engineered with single point connections for all utilities required for operation. Trailer should come with all significant equipment required to have a fully functional compounding pharmacy.

B. Temporary trailer is to be installed and active for 1 week prior to the start demolition activities in the existing compounding pharmacy.

Trailer shall remain active until sign-offs are received from Chief Pharmacy and COR and 1 week after renovated Compounding Pharmacy is operational.

C. For the Trailer all tie downs, foundations, temporary exterior covered walkway and utility connections shall be by General Contractor. General contractor shall coordinate with trailer vendor, all requirements pertaining to the temporary trailer.

D. After Temporary Trailer is removed, the site shall be returned to the same condition prior to the start of the project. Work to include but not limited to removing temporary foundations, replace curb as needed, remove and patch concrete, remove utility connections, and replant grass as needed.

E. General Contractor to find and mark all underground utilities in the area where any excavation is to take place. Coordinate with VA and private utility locating service to mark utilities.

GENERAL TEMPORARY TRAILER NOTES

Revisions Date

Scale: 1/4" = 1'-0"2 Canopy Details

6"

6"

6"

108.0 106.9106.3

106.4 106.812" 108.0

107.6

108.0106.5106.5 106.0106.3

106.2

105.9 106.1 106.8

106.2105.9

106.0

20" DRAINAGE MANHOLE

UNABLE TO OPEN

GRATE: 105.06'

DRAINAGE MANHOLE

UNABLE TO OPEN

GRATE: 105.26'

INLET

BIKE RACK

PET WASTE SIGN

WITH TRASH BIN

VHA PATIENT &

VBA CUSTOMER

PARKING ONLY

SIGN(TYP)

HANDICAP

PARKING

SIGN(TYP)

MOTORCYCLE

PARKING SIGN

104.81

104.94

104.89

104.98

105.14

104.90

105.23

105.35

105.40

105.52

105.65

105.33

105.60

105.66

105.73

105.79

105.91

105.68

105.03 104.81104.83

106.09

105.92

105.34105.26105.29105.41

105.07

104.97

105.09

105.61105.33105.42105.48105.52

105.24105.39105.29

105.18

105.55

105.71

105.61

105.58

105.83

105.98

NO PARKING SIGN

ASPHALT

ASPHALT

105.95

6"

6"

105.63 105.43

105.61105.59

106.98

108.02

108.45

108.01 107.89

105.59105.63105.77

106.97106.85

106.83 106.92

106.18106.14

105.95 106.05

106.13

106.11

106.03 106.14

105.61

105.63

105.62

105.88 106.12

106.21105.91

104.81 104.88104.84104.89104.90104.93105.33

105.20105.26105.28105.41105.36105.40

105.14

105.24

105.56

105.48

105.78

106.17

105.84

106.74

106.78

105.67 105.65 105.52

16"

STOP

SIGN

STOP

SIGN

STOP

BAR

STOP

BAR

DASHED YELLOW

DASHED YELLOW

PAKING STRIP(TYP)

OVERHANG

CROSSWALK

STOP

BAR

HAND RAIL(TYP)

OVERHANG

OVERHANG

CONCRETE SIDEWALK

VHA PATIENT &

VBA CUSTOMER

PARKING ONLY

SIGN(TYP)

HANDICAP

PARKING

SIGN(TYP)

BUILDING

FFE109.68

BUILDING

FFE 108.73

BUILDING

RAMPS AND STAIRS

6' CURB(TYP)

STOP

SIGN

STOP

BAR

DOUBLE YELLOW

STOP

SIGN

GRAVEL

CONCRETE FLUME

APPROXIMATE LOCATION

EASEMENT

PROPERTY LINE

PROPERTY ADJOINING

LEGAL RIGHT-OF-WAY

EDGE OF PAVEMENT

EXISTING LEGEND

EXISTING BULDING

BUILDING OVERHANG

EXISTING TREES

SIGN

LIGHT

STORM SEWER, INLET

WATER STRUCTURES

VALVES

u:

\A cc ou nt s\R

DC

JP

\rd cjp

- l ak e ba ldw in va e m er ge nc y m gm t s pa ce

\D

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S\

Te m p Tr ail er

\C S-

1.

dw g

PL

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D:

1/

/2

:0

AM,

B Y:

Am m ar A dn an

ST

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E:

VA

M

C_

NC

S.

ctb

CS-021

N O

R

TH

00 10' 20'

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

Project Number:

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

CONSTRUCT

TEMPORARY TRAILER

01/23/2026 AAJS

XXX-XXX

LAKE BALDWIN, FL

BUILDING

XXXXX.XX

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

M. JASON SHERIDAN, P.E.

FL REG NO 88424

PROFESSIONAL ENGINEER

RDCJP 25001

RICARDO V. RAMIREZ - COR

100% CONSTRUCTION

DOCUMENTEXISTING CONDITIONS PLAN

SITE INFORMATION:

ADDRESS: 5201 RAYMOND ST.

ORLANDO, FL 32803

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

OFFICER: 5201 RAYMOND ST.

ORLANDO, FL 32803

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

727-325-1257

ARCHITECT: RDCJPA

JOHN CHRISTENSEN, AIA

ALTAMONTE SPRINGS, FL

800-362-1523

6"

6"

12"

20"

DRAINAGE MANHOLE

UNABLE TO OPEN

GRATE: 105.26'

INLET

ASPHALT

ASPHALT

6"

6"

16"

STOP

SIGN

STOP

SIGN

STOP

BAR

STOP

BAR

DASHED YELLOW

DASHED YELLOW

PAKING STRIP(TYP)

OVERHANG

CROSSWALK

STOP

BAR

OVERHANG

OVERHANG

CONCRETE SIDEWALK

HANDICAP

PARKING

SIGN(TYP)

BUILDING

FFE109.68

BUILDING

FFE 108.73

BUILDING

RAMPS AND STAIRS

6' CURB(TYP)

STOP

SIGN

STOP

BAR

DOUBLE YELLOW

STOP

SIGN

GRAVEL

CONCRETE FLUME

APPROXIMATE LOCATION

8.

5'

54.9' 6.0' 6.0' 7.5'25.0'10.4'

.0

14.8'

.1

6.0'

4.0'

PHARMACY

TRAILER UNIT

PROPOSED 6FT

HIGH GATE (TYP.)

PROPOSED 6FT HIGH

CHAIN LINK FENCE (TYP.)

HEAVY DUTY

CONCRETE PAD

EXISTING LAWN

AREA TO REMAIN

COVERED WALKWAY

PROPOSED STAIRS ARE

PART OF TRAILER UNIT

PROPOSED 6FT HIGH

DOUBLE GATE (TYP.)

EXISTING LIGHT

POLE TO REMAIN

PROPOSED SIDEWALK

SAW CUT LIMIT

CANOPY OVERHANG

SECURITY FENCE

PROPOSED LEGEND

5.7 SPOT ELEVATION

PROPOSED CONCRETE PAD

EASEMENT

PROPERTY LINE

PROPERTY ADJOINING

LEGAL RIGHT-OF-WAY

EDGE OF PAVEMENT

EXISTING LEGEND

EXISTING BULDING

BUILDING OVERHANG

MANHOLES

EXISTING TREES

SIGN

LIGHT

STORM SEWER, INLET

WATER STRUCTURES

VALVES

u:

\A cc ou nt s\R

DC

JP

\rd cjp

- l ak e ba ldw in va e m er ge nc y m gm t s pa ce

\D

ES

IG

N\

_S

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ET

S\

Te m p Tr ail er

\C S-

1.

TE

D:

1/

/2

:0

AM,

B Y:

Am m ar A

ST

YL

E:

VA

M

C_

NC

S.

ctb

CS-101

N O

R

RDC/JPA Project No.

Project Number:

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

CONSTRUCT

TEMPORARY TRAILER

01/23/2026 AAJS

XXX-XXX

LAKE BALDWIN, FL

BUILDING

XXXXX.XX

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

M. JASON SHERIDAN, P.E.

FL REG NO 88424

PROFESSIONAL ENGINEER

RDCJP 25001

RICARDO V. RAMIREZ - COR

100% CONSTRUCTION

DOCUMENTSITE PLAN

SITE INFORMATION:

ADDRESS: 5201 RAYMOND ST.

ORLANDO, FL 32803

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

727-325-1257

ARCHITECT: RDCJPA

JOHN CHRISTENSEN, AIA

ALTAMONTE SPRINGS, FL

800-362-1523

GATE PLAN

SINGLE GATE ELEVATION

NOTES:

1. SPECIFICATIONS SHOWN CAN BE CHANGED BY

MASTER HALCO ONLY.

2. CENTER UPRIGHT REQUIRED ON GATE LEAVES

6'-0" & WIDER. CENTER RAIL REQUIRED ON GATE

LEAVES 8'-0" & HIGHER.

SINGLE 0R DOUBLE LEAF GATES

UPRIGHT HT (U)

ACTUAL DIM

NOM HEIGHT (H) FRAME HT (F)

ACTUAL DIM

6'-0" 5'-10" 5'-8 1/2"

WITHOUT

BARBED WIRE

SEE

NOTE

#1

LATCH

POST

DETAIL- TYPICAL 6' HIGH DOUBLE SWING GATES WITHOUT BARBED WIRE

N.T.S.

DETAIL-

MAXIMUM SPACING 8'-0"2" O.D. LINE POST TOP W/ CAP

1 5 8" O.D. TOP RAIL

POST TO RAIL BRACKET TYPICAL

GALV. TIE WIRES AT 2'-0" O.C.

TOP AND BOTTOM OF

FABRICATED TO BE

KNUCKLED

" 30

6" 12"

8' -0

STRETCHER BAR BANDS,

SPACE 14" 0.C. MAX

BLACK VINYL COATED 14" X 34" STRETCHER BAR

TERMINAL POST 2 12" O.D.

GALV. PIPE PAINTED BLACK W/

END OR CORNER POST CAP

2" MESH, VINYL COATED FABRIC

1 58" O.D. BOTTOM RAIL

3500 PSI CONCRETE FOOTING (TYP.)

NOTES:

1. ALL POSTS, FRAMING AND ACCESSORIES SHALL BE

BLACK PVC COATED, UNLESS OTHERWISE NOTED.

2. ALL DIMENSIONS ARE MINIMUM STANDARDS FOR THE

ASSOCIATED OBJECT.

TYPICAL CHAIN LINK FENCE

N.T.S.

DETAIL-

SIDEWALKCONCRETE PAD FOR

TRAILER LOCATION

NOTE: TO BE CONSTRUCTED PER FDOT SPECIFICATIONS(SECTION 350)

NOTE: TO BE CONSTRUCTED PER FDOT SPECIFICATIONS (SECTION 350)

6" CONCRETE (MIN 4000 PSI)

12" FDOT TYPE B STABILIZED SUBGRADE

LBR 40, FDOT 160-2

8" CONCRETE (MIN 4000 PSI)

12" FDOT TYPE B STABILIZED SUBGRADE

LBR 40, FDOT 160-2

(CONTRACTOR TO EXCAVATE AS REQUIRED

AND REPLACE WITH BACKFILL AS SPECIFIED

ON PLANS)

STANDARD DUTY CONCRETE

PAVEMENT TYPICAL CROSS SECTIONDETAIL-HEAVY DUTY CONCRETE PAVEMENT

TYPICAL CROSS SECTIONDETAIL-

N.T.S. N.T.S.

GENERAL NOTE:

1. THE PROPOSED SITE SHALL BE RESTORED TO ITS EXISTING CONDITIONS

UPON COMPLETION OF THE PHARMACY BUILDING RENOVATION. ALL

INSTALLED ITEMS SHALL BE INSTALLED IN A MANNER THAT ALLOWS FOR

EASY REMOVAL AND REVERSAL WITHOUT DAMAGE TO EXISTING SITE

FEATURES.

6"

6"

108.0 106.9106.3

106.4 106.812" 108.0

107.6

108.0106.5106.5 106.0106.3

106.2

105.9 106.1 106.8

106.2105.9

106.0

20"

DRAINAGE MANHOLE

UNABLE TO OPEN

GRATE: 105.26'

INLET

104.81 104.89

104.98

105.14

104.90

105.23

105.35

105.40

105.52

105.65

105.33

105.60

105.66

105.73

105.79

105.91

105.68

105.92

105.26105.29105.41

105.07

104.97

105.09

105.61105.33105.42105.48105.52

105.24105.39105.29

105.18

105.55

105.71

105.61

105.58

105.83

105.98

ASPHALT

ASPHALT

105.95

6"

6"

105.63 105.43

105.61105.59

106.98

108.02

108.45

108.01 107.89

105.59105.63105.77

106.83 106.92

106.18106.14

105.95 106.05

106.13

106.11

106.03 106.14

105.61

105.63

105.62

105.88 106.12

106.21105.91

104.88104.84104.89104.90104.93105.33

105.26105.28105.41105.36105.40

105.14

105.24

105.56

105.48

105.78

106.17

105.84

106.74

106.78

105.67 105.65 105.52

16"

STOP

SIGN

STOP

SIGN

STOP

BAR

STOP

BAR

DASHED YELLOW

DASHED YELLOW

PAKING STRIP(TYP)

OVERHANG

CROSSWALK

STOP

BAR

OVERHANG

OVERHANG

CONCRETE SIDEWALK

HANDICAP

PARKING

SIGN(TYP)

BUILDING

FFE109.68

BUILDING

FFE 108.73

BUILDING

RAMPS AND STAIRS

6' CURB(TYP)

STOP

SIGN

STOP

BAR

DOUBLE YELLOW

STOP

SIGN

GRAVEL

CONCRETE FLUME

APPROXIMATE LOCATION

108.45

108.73 (EX.)

108.73

106.49 (EX.)

1.7%

108.05

108.15

4.

0%

107.60

107.60 107.60

107.60

108.45 (EX.)

108.45

107.50 107.60

107.53

.0

3.

5%

108.05

1.7%

107.50 107.50

7 108

107.50

PHARMACY

TRAILER UNIT

PROPOSED SIDEWALK

SAW CUT LIMIT

CANOPY OVERHANG

SECURITY FENCE

PROPOSED LEGEND

5.7 SPOT ELEVATION

PROPOSED CONCRETE PAD

EASEMENT

PROPERTY LINE

PROPERTY ADJOINING

LEGAL RIGHT-OF-WAY

EDGE OF PAVEMENT

EXISTING LEGEND

EXISTING BULDING

BUILDING OVERHANG

MANHOLES

EXISTING TREES

SIGN

LIGHT

STORM SEWER, INLET

WATER STRUCTURES

VALVES

u:

\A cc ou nt s\R

DC

JP

\rd cjp

- l ak e ba ldw in va e m er ge nc y m gm t s pa ce

\D

ES

IG

N\

_S

HE

ET

S\

Te m p Tr ail er

\C S-

1.

TE

D:

1/

/2

:1

AM,

B Y:

Am m ar A

ST

YL

E:

VA

M

C_

NC

S.

ctb

CS-151

N O

R

RDC/JPA Project No.

Project Number:

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

CONSTRUCT

TEMPORARY TRAILER

01/23/2026 AAJS

XXX-XXX

LAKE BALDWIN, FL

BUILDING

XXXXX.XX

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

M. JASON SHERIDAN, P.E.

FL REG NO 88424

PROFESSIONAL ENGINEER

RDCJP 25001

RICARDO V. RAMIREZ - COR

100% CONSTRUCTION

DOCUMENTGRADING PLAN

SITE INFORMATION:

ADDRESS: 5201 RAYMOND ST.

ORLANDO, FL 32803

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

727-325-1257

ARCHITECT: RDCJPA

JOHN CHRISTENSEN, AIA

ALTAMONTE SPRINGS, FL

800-362-1523

235A

235B

235C

2.09

2.09

2.09

2.09

2.34

2.34

2.34

2.34

2.35

2.35

2.22

2.36

2.36

2.37

2.37

2.37

2.38

2.22 2.39

2.39

2.40

2.42

2.42

2.42

2.42 2.42

2.42

Means of Egress

Wall to be Demolished

Existing Wall to Remain

New Wall

Area of limited architectural work. See PME Drawings for additional information.

235C

235A

235D

A

B

8.15

8.14

235B

9.17

9.17

9.17

2.38

A

HAZARDOUS

DRUG

COMPOUNDING

235C

ANTE

ROOM (+)

235B

NON-HAZARDOUS

COMPOUNDING

235A

WORK

ROOM

HAZARDOUS

STORAGE

ROOM (-)

235C

9' - 10" 4 7/8" 11' - 5 1/4 +/-

4 7/8" 6 3/8" 10' - 8 7/8"

33' - 4 1/8"

/4

/4

/8

/8

/8

/8

/2

4 1/4"

9 1/8"

8.14

8' - 6 5/8" 2' - 2 1/8"

/8

/8

10' - 8 5/8" 4 1/4" 14' - 4 3/8"

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

9.19

9.19 9.19

9.19

9.19

9.20 9.20

A

B

B

12.17

12.17 12.17 4

"12.17

9.20

5.10

5.10

5.10

22.01

SEE SCHED.

S E

E S

C H

E D

U L E

F

S E

E S

C H

E D

U L E

SEE SCHED.

ICU

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

SEE PLAN

1/2" 1/2"

H1 J1

8.02

9.21

9.80

8.02

9.09

9.21

9.80

9.08

7.82 7.82 1/2" 1/2"

J2

9.21

9.80

7.82

8.05

9.24

A

4' - 0"

8.19

3' - 6"

B

8.19

9.80 9.80

FLOOR SLAB

FIN. CEILING

STRUCTURE ABOVE

S2.0 S1.0

9.21

9.02

9.219.21

9.02

7.85

7.85 7.83

7.83

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

9.21 9.21

9.02

6.03 clean side

7.83 clean side

8.18

8.51

9.21

9.02

9.21

7.83

6.03

H1

J1

9.21

7.85

7.85

SEE SCHED.

8.05

9.02

H2

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

E. All partitions shall be type 'S1.0' unless noted otherwise.

DOOR SCHEDULE

DOOR

BETWEEN

TYPE

DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

235A 235B 235A ICU-CCU AL/GL 1 6' - 5 1/2" 7' - 6" 0" AL H2 J2 01 Automatic Door Opener, No door seals

235B 235B 235 ICU-CCU AL/GL 1 6' - 5 1/2" 7' - 6" 0" AL H2 J2 01 Automatic Door Opener

235C 235C 235B ICU-CCU AL/GL 1 6' - 5 1/2" 7' - 6" 0" AL H2 J2 01 Automatic Door Opener

235D 235 235C F HM 1 3' - 0" 7' - 0" 1 3/4" 1 HM H1 J1 02 Card Reader/ Automatic Door Bottoms

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

DOOR TYPES

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

FRAME TYPES

Scale: 1 1/2" = 1'-0"

H.M. FRAME DETAILS

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

SECOND FLOOR - NOTE PLAN

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

/2

/2

:5

:3

P

M

UPGRADE HAZARDOUS

MIXING ROOM

01/23/2026

SECOND FLOOR PLANS

A102

SOJR

675-24-106

Lake Baldwin, Orlando VAMC

100% CONSTRUCTION

DOCUMENTS

24122.00

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

SECOND FLOOR - DEMOLITION PLAN

KEY NOTES

N N.T.S.Scale:

PROJECT

Keyplan

2.09 Remove existing gypsum board ceiling and support steel.

2.22 Remove existing plumbing fixtures and all associated

accessories. See Plumbing Drawings.

2.34 Remove existing broadcast epoxy flooring and base.

2.35 Remove existing casework.

2.36 Remove existing storefront.

2.37 Remove existing icu doors.

2.38 Existing sliding window system to remain.

2.39 Remove existing passthrough box.

2.40 Remove existing upper cabinet.

2.42 Remove existing layer of drywall to expose studs.

5.10 Spot weld 9 gage expanded metal diamond mesh every 6".

Lathe installed from floor slab to slab above.

6.03 2" x ___" wood blocking.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

7.83 Cont. sealant each side.

7.85 Cont. Sealant.

8.02 Hollow metal frame.

8.05 Automatic sliding door.

8.14 Interlock pass through box 1'6 high, 1'6 wide, 1' deep.

8.15 Card reader.

8.18 Stainless steel window frame.

8.19 Clean room window with tempered glass.

8.51 Tempered glass.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.17 Construct room to limit the passage of air. Ensure that gypsum wall board is fitted tight and sealed to deck above and floor slab providing a continuous barrier. Seal drywall construction at perimeter and corners. Seal all penetrations created by architectural and mepfs items including, but not limited to, ducts, wall outlets, conduit, and pipes.

9.19 5/8"type x gypsum board to existing wall.

9.20 Provide level 5 drywall finish this room.

9.21 5/8" Type X gypsum board.

9.24 Triple non-structural metal stud jamb per manufacturer.

9.80 Acoustic insulation

12.17 Grommet, coordinate exact location with va.

22.01 Plumbing fixture. See Plumbing Drawings.

GENERAL DEMOLITION NOTES

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

E. All gypsum board ceilings to be painted P-1 unless noted otherwise.

F. Ceiling height to be 8'-0" AFF, unless noted otherwise.N.T.S.Scale:

WINDOW TYPE

GENERAL REFLECTED CELING NOTES

N.T.S.Scale:

WALL SECTION

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

DEMOLITION SYMBOLS LEGEND

GENERAL SYMBOLS LEGEND

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner. Box hardware before giving to Owner.

D. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

E. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.T.R.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

N.T.S.Scale:

WINDOW DETAILS

Supply Air Diffuser

Return Air Grille

2' x 4' fluorescent fixture

Gypsum board ceiling / soffit - painted

Access panel

Exhaust Air Grille

2' x 2' Acoustical Ceiling Tile (ACT-1)

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

XXXX

X

SIM

6"

HAZARDOUS

DRUG

COMPOUNDING

235C

ANTE

ROOM (+)

235B

NON-HAZARDOUS

COMPOUNDING

235A

HAZARDOUS

STORAGE

ROOM (-)

235C

WORK

ROOM

/8

8' - 0"

8' - 0"

8' - 0"

7' - 0"

8' - 6"

7' - 10"

7' - 10"

9' - 4"

8' - 6"

7' - 10"

7' - 10"

8' - 0"

7' - 10"

2.44

2.44

2.44

2.44 2.44

2.44

2.44

2' - 2 1/2"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9.13

EQ EQ

3' - 0" 3' - 0"

E Q

E Q

3' - 0" 3' - 0"

9.13 9.13

EQ EQE

Q

E Q

E Q

E Q

235C

235B

235A

235C

9' - 0"

ACT-1

2.45

2.45

2.45

2.45

2.45

2.462.46 2.46

2.46

2.46

2.46

9' - 4"

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

SECOND FLOOR- EQUIPMENT PLAN

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

E. All partitions shall be type 'S1.0' unless noted otherwise.

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S.