Attachment 2 - Final Drawing Set - 1 of 8.pdf

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Project 573A4-21-700 EHRM Infrastructure Upgrades construction project at the Lake City, FL VAMC
Solicitation number
36C77625B0006
Issued by

About this file

This document is a comprehensive architectural drawing set for the VA Lake City VAMC EHRM Infrastructure Upgrades project. The drawings, prepared by RDC/JPA Architecture, provide detailed demolition and construction plans for multiple buildings (B64, B19, B82, B66, B38, B62, B74, B27, B37, B18, B42, B44, and B92) across basement through fourth floor levels. The project involves extensive infrastructure upgrades, including removing and replacing telecom rooms, modifying existing spaces, upgrading electrical and technology systems, and ensuring compliance with VA construction standards such as NFPA 101 Life Safety Code and Architectural Barriers Act Accessibility Standards.

The drawings specify comprehensive demolition and reconstruction requirements, including wall removals, ceiling replacements, floor refinishing, door modifications, and installation of new technological infrastructure. Key technical specifications include fully sprinklered facilities, fire-rated wall installations, acoustic treatments, and specific finish requirements for different spaces. The project is competitively set aside for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) with a construction magnitude between $20 million and $50 million, located at the Lake City VA Medical Center in Florida. The design emphasizes infrastructure modernization while maintaining existing building integrity and meeting strict VA technical and safety standards.

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Construction Wage Rates - Columbia 6-27-2025.pdf PDF
Brand Name Justification - Lake City - Rev 2 0 - Redacted.pdf PDF
Amendment 4 - 36C77625B0006 0004 6-25-25.pdf PDF
Brand Name Justification - Lake City EHRM - SIGNED_Redacted.pdf PDF
Amendment 3 - 36C77625B0006 0003 6-11-25.pdf PDF
573A4-21-700 Lake City - RFI TRACKING SHEET REV2 36C77625B0006 6-10-25.xlsx XLSX spreadsheet
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Construction Wage Rates - Columbia 5-2-2025.pdf PDF
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Amendment 2 - 36C77625B0006 0002 5-27-2025.pdf PDF
Site Visit Sign-in - 573A4-21-700 Attendance 250423.pdf PDF
Amendment 1 - 36C77625B0006 0001 4-24-25.pdf PDF
Attachment 15 - Construction Wage Rates - Columbia.pdf PDF
Attachment 8 - Final Drawing Set - 7a of 8.pdf PDF
Attachment 4 - Final Drawing Set - 3 of 8.pdf PDF
Attachment 14 - PreConstruction Risk Assessment - Lake City.docx DOCX document
Attachment 5 - Final Drawing Set - 4 of 8.pdf PDF
Attachment 9 - Final Drawing Set - 7b of 8.pdf PDF
Attachment 10 - Final Drawing Set - 7c of 8.pdf PDF
Attachment 7 - Final Drawing Set - 6 of 8.pdf PDF
Attachment 6 - Final Drawing Set - 5 of 8.pdf PDF
Attachment 12 - Final Drawing Set - 8 of 8.pdf PDF
Attachment 1 - Final Specs Set - R4.pdf PDF
Attachment 13 - Asbestos and Lead Paint Survey Report.pdf PDF
Attachment 11 - Final Drawing Set - 7d of 8.pdf PDF
Attachment 17 - Site Visit Instructions.pdf PDF
Attachment 3 - Final Drawing Set - 2 of 8.pdf PDF
Attachment 16 - Limitations on Subcontracting - Construction.docx DOCX document
IFB 36C77625B0006.pdf PDF
Attachment 18 - RFI TRACKING SHEET - SOLICITATION 36C77625B0006 - Project 573A4-21-700.xlsx XLSX spreadsheet
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EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

B38

S1

B85

B64

B82

B19

B84

B03

B91

B86

B06

B83 B62

B74

B95

B92

B05

B18

B78

B37

B27

B70

B93

B42

B44

B41

SE Baya Dr

S M ar io n Av e

SE D

ivision Ave

B94

B69

B79

B66

SE Pine Dr

SE Oak St

SE D

ivision Ave

SE Baya Dr

S M ar io n Av e

SW Baya Dr

SW

M ai n

Bl vd

SW

M cF ar la ne

A ve

W Duval St

NW Lake Jeffery Rd

NE Bonds St

NE Track Dr

E Duval St

SE

C ou nt ry C lu b

R d

SW Bascom Norris Dr

N M ar io n Av e N E

Pa tte rs on

A ve

NE Bascom Norris Dr

Alligator Lake

La ke

H am bu rg

Lake City Veteran's Affairs Medical Center

N

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

S

AR101907

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP INC.

MECHANICAL ELECTRICAL PLUMBING TECHNOLOGY

305 EAST DRIVE, SUITE H

MELBOURNE, FL 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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

TERRACON

ENVIRONMENTAL

16200 NW 59TH AVE, SUITE 201

MIAMI LAKES, FL 33014

786.329.4062 P

/2

4/

:2 6:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

COVER SHEET - VOLUME 01

G001

ACKR

573A4-21-700

LAKE CITY FL

LAKE CITY VAMC EHRM INFRASTRUCTURE

UPGRADES DESIGN

619 S. MARION AVE, LAKE CITY FL, 32025 PROJECT #: 573A4-21-700

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS

TO THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

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

SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER

CODES 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 LIBRARY 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.

Scale: 1" = 50'-0"

VICINITY MAP

Scale: 1" = 100'-0"

REGIONAL MAP

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

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.

13. CONTRACTOR IS RESPONSIBLE FOR IDENTIFICATION AND

REMOVAL OF HAZARDOUS MATERIALS ENCOUNTERED DURING

CONSTRUCTION.

Revisions Date 12/31/2024

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

5/

:0 8:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

DRAWING INDEX

G002

ACKR

573A4-21-700

LAKE CITY FL

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

G001 COVER SHEET - VOLUME 01

G002 DRAWING INDEX

G003 CODE DATA

A1.B BASEMENT - ZONES

A1.1 FIRST FLOOR - ZONES

A1.2 SECOND FLOOR - ZONES

A1.3 THIRD FLOOR - ZONES

A1.4 FOURTH FLOOR - ZONES

A1.B.1 BLDG 64 - LV B - ZONES 2,3,6

A1.B.2 BLDG 19 & 82 - LV B - ZONES 7 & 9

A1.B.3 BLDG 66 - LV B - ZONE 11

A1.1.1 BLDG 38 & 64 - LV 1 - ZONES 2,3,5

A1.1.2 BLDG 19, 64, 82 - LV 1 - ZONES 6,7,9

A1.2.1 BLDG 38 & 64 - LV 2 - ZONES 2,3,5

A1.2.2 BLDG 82 - LV 2 - ZONE 9

A1.3.1 BLDG 38, 64, 82 - LV 3 - ZONES 3,5,9

A1.4.1 BLDG 64 - LV 4 - ZONE 3

A1.1.3 BLDG 62 & 74 - ZONE 12 & 13

A1.1.4 BLDGS 27 & 37 - ZONE 14

A1.1.5 BLDG 18, 42, 44 - ZONE 15

A1.1.6 BLDG 92 - ZONE 15

A600 SCHEDULES, DETAILS & WALL TYPES

S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

SS1.B.3 BLDG 64A - LV B - ZONE 3 - STRUCTURAL FOUNDATION PLAN

SS1.B.11A BLDG 64A - LV B - ZONE 11 - STRUCTURAL FOUNDATION PLAN

SS1.B.11B BLDG 66 - LV B - ZONE 11 - STRUCTURAL FOUNDATION PLAN

SS1.B.12B BLDG 62 - LV B - ZONE 12B - STRUCTURAL FOUNDATION PLAN

SS1.B.13 BLDG 74 - LV B - ZONE 13 - STRUCTURAL FOUNDATION PLAN

SS1.1.11 BLDG 06 - LV 1 - ZONE 11 - STRUCTURAL FOUNDATION PLAN

SS1.1.14A BLDG 27 - LV 1 - ZONE 14 - STRUCTURAL FOUNDATION

SS1.1.14B BLDG 37 - LV 1 - ZONE 14 - STRUCTURAL FOUNDATION PLAN

SS1.1.15 BLDG 18, 42, 44, & 92 - LV1 - ZONE 15 - STRUCT FOUNDATION PLAN

SS1.2.3 BLDG 91 - LV 2 - ZONE 3 - STRUCTURAL FRAMING PLAN

SS1.2.11 BLDG 66 - LV 2 - ZONE 11 STRUCTURAL CEILING SUPPORT

S-301 DETAILS AND SECTIONS

FA001 FIRE ALARM LEGENDS & SYMBOLS

FA101 BASEMENT - ZONES - NEW

FA400 ENLARGED DATA CENTER

FP-001 FIRE PROTECTION NOTES, LEGENDS, & SYMBOLS

FP1.B BASEMENT - ZONES - FIRE PROTECTION

FP1.B.1 FIRE PROTECTION PLANS - LV B - BLDG 19, 62, 64 & 82

FP1.B.2 FIRE PROTECTION PLANS - LV B - BLDG 66

FP1.1 FIRST FLOOR - ZONES - FIRE PROTECTION

FP1.1.1 FIRE PROTECTION PLANS - LV 1 - BLDG 6, 19, 38 & 64

FP1.1.2 FIRE PROTECTION PLANS - LV 1 - BLDG 18, 27, 37, 42, 44, 62, 82 & 92

FP1.2 SECOND FLOOR - ZONES - FIRE PROTECTION

FP1.2.1 FIRE PROTECTION PLANS - LV 2 - BLDG 38, 62, 64, 82

FP1.3 THIRD FLOOR - ZONES - FIRE PROTECTION

FP1.3.1 FIRE PROTECTION PLANS - LV 3 - BLDG 38, 64 & 82

FP1.4 FOURTH FLOOR - ZONES - FIRE PROTECTION

FP1.4.1 FIRE PROTECTION PLANS - LV 3 - BLDG 64

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

MH1.B BASEMENT - ZONES - MECHANICAL

MH1.B.1 BLDG 64 - LV B - ZONES 2 & 3 - MECHANICAL PLANS

MH1.B.2 BLDG 19 & 64 - LV B - ZONES 6 & 7 - MECHANICAL PLANS

MH1.B.3 BLDG 74 & 82 - LV B - ZONES 9 & 12a - MECHANICAL PLANS

MH1.B.4 BLDG 66 - LV B - ZONE 11 - MECHANICAL PLANS

MH1.1 FIRST FLOOR - ZONES - MECHANICAL

MH1.1.1 BLDG 64-A, B, & 91 - LV 1 - ZONE 2 & 3 - MECHANICAL PLANS

MH1.1.2 BLDG 38 & 64 - LV 1 - ZONE 5 & 6 - MECHANICAL PLANS

MH1.1.3 BLDG 19 & 82 - LV 1 - ZONE 7 & 9 - MECHANICAL PLANS

MH1.1.4 BLDG 6, 27, 37, 62 - LV 1 - ZONES 11, 12, 14 - MECHANICAL PLANS

MH1.1.5 BLDG 18, 42, 44, 92 - LV 1 - ZONE 15 - MECHANICAL PLANS

MH1.2 SECOND FLOOR - ZONES - MECHANICAL

MH1.2.1 BLDG 64 - LV 2 - ZONE 2 & 3 - MECHANICAL PLANS

MH1.2.2 BLDG 38, 62, 82 - LV 2 - ZONES 5, 9, 12 - MECHANICAL PLANS

MH1.3 THIRD FLOOR - ZONES - MECHANICAL

MH1.3.1 BLDG 38, 64, 82 - LV 3 - ZONES 3, 5, 9 - MECHANICAL PLANS

MH1.4 FOURTH FLOOR - ZONES - MECHANICAL

MH1.4.1 BLDG 64 - LV 4 - ZONE 2 - MECHANICAL PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

M-801 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

E1.B BASEMENT - ZONES - NEW

E1.B.2 BLDG 64 - LV B - ZONE 2 - NEW

E1.B.3 BLDG 64 - LV B - ZONE 3 - NEW

E1.B.6 BLDG 64 - LV B - ZONE 6 - NEW

E1.B.7 BLDG 19 - LV B - ZONE 7 - NEW

E1.B.9 BLDG 82 - LV B - ZONE 9 - NEW

E1.B.11 BLDG 66 - LV B - ZONE 11 - NEW

E1.B.12 BLDG 62 - LV B - ZONE 12B - NEW

E1.1 FIRST FLOOR LEVEL - ZONES - NEW

E1.1.2 BLDG 64 - LV 1 - ZONE 2 - NEW

E1.1.3 BLDG 64 - LV 1 - ZONE 3 - NEW

E1.1.5 BLDG 38 - LV 1 - ZONE 5 - NEW

E1.1.6 BLDG 64 - LV 1 - ZONE 6 - NEW

E1.1.7 BLDG 19 - LV 1 - ZONE 7 - NEW

E1.1.9 BLDG 82 - LV 1 - ZONE 9 - NEW

E1.1.12 BLDG 62 - LV 1 - ZONE 12B - NEW

E1.1.14 BLDG 27 & 37 - ZONE 14 - NEW

E1.1.15 BLDG 18, 42, 44 & 92 - ZONE 15 - NEW

E1.2 SECOND FLOOR - ZONES - NEW

E1.2.2 BLDG 64 - LV 2 - ZONE 2 - NEW

E1.2.3 BLDG 64 - LV 2 - ZONE 3 - NEW

E1.2.5 BLDG 38 - LV 2 - ZONE 5 NEW

E1.2.9 BLDG 82 - LV 2 - ZONE 9 - NEW

E1.2.12 BLDG 62 - LV 2 - ZONE 12B - NEW

E1.3 THIRD FLOOR - ZONES - NEW

E1.3.3 BLDG 64 - LV 3 - ZONE 3 - NEW

E1.3.5 BLDG 38 - LV 3 - ZONE 5 - NEW

E1.3.9 BLDG 82 - LV 3 -ZONE 9 - NEW

E1.4 FOURTH FLOOR - ZONES - NEW

E1.4.3 BLDG 64A - LV 4 - ZONE 3 - NEW

E-400 DATA CENTER

E-401 ENLARGED ROOM PLANS

E-402 ENLARGED ROOM PLANS

DRAWING INDEX

E-403 ENLARGED ROOM PLANS

E-404 ENLARGED ROOM PLANS

E-405 ENLARGED ROOM PLANS

E-406 ENLARGED ROOM PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL DIAGRAMS

E-602 ELECTRICAL DIAGRAMS

E-603 ELECTRICAL DIAGRAMS

E-604 ELECTRICAL DIAGRAMS

E-605 ELECTRICAL DIAGRAMS

E-606 ELECTRICAL DIAGRAMS

E-607 ELECTRICAL DIAGRAMS

E-608 ELECTRICAL DIAGRAMS

E-801 ELECTRICAL SCHEDULES

E-802 ELECTRICAL SCHEDULES

E-803 ELECTRICAL SCHEDULES

E-804 ELECTRICAL SCHEDULES

E-805 ELECTRICAL SCHEDULES

E-806 ELECTRICAL SCHEDULES

E-807 ELECTRICAL SCHEDULES

E-808 ELECTRICAL SCHEDULES

E-809 ELECTRICAL SCHEDULES

E-810 ELECTRICAL SCHEDULES

G004 COVER SHEET - VOLUME 02

G005 DRAWING INDEX

T-001 TECHNOLOGY LEGEND, ABBREV & GENERAL NOTES

T-002 PHASING NOTES

TN100 TECHNOLOGY SITE PLAN

TN101 TECHNOLOGY SITE PLAN

TN1.B LOWER LEVEL - ZONES - NEW

TN1.B.1 BLDG 64 - LV B -ZONE 1 - NEW

TN1.B.2 BLDG 64 - LV B - ZONE 2 - NEW

TN1.B.3 BLDG 64 - LV B - ZONE 3 - NEW

TN1.B.4 BLDG 64 - LV B - ZONE 4 - NEW

TN1.B.5 BLDG 38 - LV B - ZONE 5 - NEW

TN1.B.6 BLDG 64 - LV B - ZONE 6 - NEW

TN1.B.7 BLDG 19 - LV B - ZONE 7 - NEW

TN1.B.8 BLDG 82-4 LV B-01 - ZONE 8 - NEW

TN1.B.9 BLDG 82 - LV B - ZONE 9 - NEW

TN1.B.10 BLDG 64 - LV B - ZONE 10 - NEW

TN1.B.11 BLDG 06 - LV B - ZONE 11 - NEW

TN1.B.12 BLDG 62 - LV B - ZONE 12 - NEW

TN1.B.13 BLDG 74 - LV 1 - ZONE 13 - NEW

TN1.BD BASEMENT - DIAMOND COVERAGE

TN1.1 FIRST FLOOR LEVEL - ZONES - NEW

TN1.1.1 BLDG 64 - LV 1 - ZONE 1 - NEW

TN1.1.2 BLDG 64 - LV 1 - ZONE 2 - NEW

TN1.1.3 BLDG 64 - LV 1 - ZONE 3 - NEW

TN1.1.4 BLDG 64 - LV 1 - ZONE 4 - NEW

TN1.1.5 BLDG 38 - LV 1 - ZONE 5 - NEW

TN1.1.6 BLDG 64 - LV 1 - ZONE 6 - NEW

TN1.1.7 BLDG 19 - LV 1 - ZONE 7 - NEW

TN1.1.8 BLDG 82 - LV 1 - ZONE 8 - NEW

TN1.1.9 BLDG 82 - LV 1 - ZONE 9 - NEW

TN1.1.10 BLDG 64D & 67 - LV 1 - ZONE 10 - NEW

TN1.1.11 BLDG 06 - LV 1 - ZONE 11 - NEW

TN1.1.12 BLDG 62 - LV 1 - ZONE 12 - NEW

TN1.1.13 BLDG 74 - LV 1 - ZONE 13 - NEW

TN1.1.14 BLDG 27 & 37 - ZONE 14 - NEW

TN1.1.14D BLDG 27 & 37 - ZONE 14 - DIAMOND COVERAGE

TN1.1.15 BLDG 18, 42, 44 & 92 - ZONE 15 - NEW

TN1.1.15D BLDG 18, 42, 44 & 92 - ZONE 15 - DIAMOND COVERAGE

TN1.1D FIRST FLOOR - DIAMOND COVERAGE

TN1.2 SECOND FLOOR - ZONES - NEW

TN1.2.1 BLDG 64 - LV 2 - ZONE 1 - NEW

TN1.2.2 BLDG 64 - LV 2 - ZONE 2 - NEW

TN1.2.3 BLDG 64 - LV 2 - ZONE 3 - NEW

TN1.2.4 BLDG 64 - LV 2 - ZONE 4 - NEW

TN1.2.5 BLDG 38 - LV 2 - ZONE 5 NEW

TN1.2.8 BLDG 82 - LV 2 - ZONE 8 - NEW

TN1.2.9 BLDG 82 - LV 2 - ZONE 9 - NEW

TN1.2.12 BLDG 62 - LV 2 - ZONE 12 - NEW

TN1.2D SECOND FLOOR - DIAMOND COVERAGE

TN1.3 THIRD FLOOR - ZONES - NEW

TN1.3.2 BLDG 64 - LV 3 - ZONE 2 - NEW

TN1.3.3 BLDG 64 - LV 3 - ZONE 3 - NEW

TN1.3.4 BLDG 64 - LV 3 - ZONE 4 - NEW

TN1.3.5 BLDG 38 - LV 3 - ZONE 5 - NEW

TN1.3.8 BLDG 82 - LV 3 -ZONE 8 - NEW

TN1.3.9 BLDG 82 - LV 3 -ZONE 9 - NEW

TN1.3D THIRD FLOOR - DIAMOND COVERAGE

TN1.4 FOURTH FLOOR - ZONES - NEW

TN1.4.2 BLDG 64 - LV 4 - ZONE 2 - NEW

TN1.4.3 BLDG 64A - LV 4 - ZONE 3 - NEW

TN1.4.4 BLDG 64 - LV 4 - ZONE 4 - NEW

TN1.4D FOURTH FLOOR - DIAMOND COVERAGE

TD401 ENLARGED DEMOLITION PLANS

TD401A ENLARGED DEMOLITION PLAN PHOTOS

TD402 ENLARGED DEMOLITION PLANS

TD402A ENLARGED DEMOLITION PLAN PHOTOS

TD403 ENLARGED DEMOLITION PLANS

TD403A ENLARGED DEMOLITION PLAN PHOTOS

TD404 ENLARGED DEMOLITION PLANS

TD404A ENLARGED DEMOLITION PLAN PHOTOS

T-300 DATA CENTER CONSTRUCTION PHASING

T-400 DATA CENTER

T-401 ENLARGED ROOM PLANS

T-402 ENLARGED ROOM PLANS

T-403 ENLARGED ROOM PLANS

T-404 ENLARGED ROOM PLANS

T-405 ENLARGED ROOM PLANS

T-406 ENLARGED ROOM PLANS

T-407 ENLARGED ROOM PLANS

T-500 TECHNOLOGY - SCHEDULES

T-501 TECHNOLOGY - TYPICAL RACK ELEVATIONS

T-502 TECHNOLOGY - TYPICAL DATA CENTER RACK ELEVATIONS

T-503 TECHNOLOGY - DETAILS

T-504 TECHNOLOGY - DETAILS

T-601 TECHNOLOGY DIAGRAMS

Project Name: VA Lake City EHRM Infrastructure Upgrades

Project Number: VA# 573A4-21-700 / RDCJPA# 22011.00

Project Address: Lake City (VAMC) 619 S. Marion Ave, Lake City FL, 32025

Project Description:

Project will replace all data infrastructure for the campus. This will include new data center equipment, new telecom rooms/equipment and new data drops to all existing data outlets. Existing equipment and cabling will be removed from existing TR rooms. In most cases existing rooms contain other systems not being addressed in this project and rooms cannot be reused for other functions.

Applicable Codes:

VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (HYPERLINK "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

2024 NFPA 101, LIFE SAFETY CODE SUMMARY - BUSINESS:

Given the nature of the work there is no impact to existing life safety egress features.

Chapter 6, Classification of Occupancy and Hazard Contents

6.1.11 Business, Chapters 38 and 39

Chapter 7, Means of Egress Table 7.3.1.2, Occupant Load Factor:

Business: 150 s.f. / person x X s.f. = Y occupants

Table A.7.6, Common Path, Dead-End, and Travel Distance Limits (by Occupancy):

Business Use:

Common path: 100 feet Dead end: 50 feet Travel distance: 300 feet

Chapter 9, Building Service, Fire Protection, and Life Safety Equipment The building is sprinklered throughout by an approved, supervised automatic sprinkler system in accordance with 2024 NFPA 101 LSC, sections 9.7

Chapter 10, Interior Finish, Contents and Furnishings Table A.10.2.2, Interior Finish Classification Limitations:

Business Use:

Exits: Class A or B Exit access corridors: Class A or B Other spaces: Class A, B or C

2024 NFPA 101, LIFE SAFETY CODE SUMMARY - AMBULATORY HEALTH CARE:

Given the nature of the work there is no impact to existing life safety egress features.

6.1.6 Ambulatory Health Care, Chapters 20 and 21

Table A.7.6, Common Path, Dead-End, and Travel Distance Limits (by Occupancy):

Abmulatory Health Care Use:

Common path: 100 feet Dead end: 30 feet Travel distance: 200 feet

Chapter 9, Building Service, Fire Protection, and Life Safety Equipment The building is sprinklered throughout by an approved, supervised automatic sprinkler system in accordance with 2024 NFPA 101 LSC, sections 9.7

Chapter 10, Interior Finish, Contents and Furnishings Table A.10.2.2, Interior Finish Classification Limitations:

Ambulatory Health Care Use:

Exits: Class A or B Exit access corridors: Class A or B Other spaces: Class A, B, or C

2024 NFPA 101, LIFE SAFETY CODE SUMMARY - HEALTH CARE:

Given the nature of the work there is no impact to existing life safety egress features.

6.1.5 Health Care, Chapters 18 and 19

Table 7.3.1.2, Occupant Load Factor:

Health Care: 240 s.f. / person x X s.f. = Y occupants Table A.7.6, Common Path, Dead-End, and Travel Distance Limits (by Occupancy):

Business Use:

Common path: 100 feet Dead end: 30 feet Travel distance: 200 feet

Chapter 9, Building Service, Fire Protection, and Life Safety Equipment The building is sprinklered throughout by an approved, supervised automatic sprinkler system in accordance with 2024 NFPA 101 LSC, sections 9.7

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).

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Fire Extinguisher

Existing Wall to Remain

New Wall

CODE LEGEND

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

4/

:2 6:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

CODE DATA

G003

ACKR

573A4-21-700

LAKE CITY FL

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

EX

LV

BA

SE

M

EN

T

- 6

LV

BA

SE

M

EN

T

- 6

B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9] B82[8]

B38 [5]

A1.B.1

A1.B.1

A1.B.1

A1.B.2

A1.B.2

A1.B.3

MATCHLINE -

ZONE 11 TO ZONE 13

LV

BA

SE

M

EN

T

- 6

LV01 - 82

BASEMENT - 64

LV

BA

SE

M

EN

T

- 6

TELECOM RM

B-10

TELECOM RM

C10A

TELECOM RM

BB01

TELECOM RM

DATA CENTER

AB18H

2.55

2.55

2.55

FIRE ALARM

SYSTEM /

ENGINEERING

STORAGE

AB02

MECH

AB18K

STORAGE

AB18J

TELECOM RM

B-9B

TELECOM RM

CB2A

1-4

7-9

5-8

2-5

4-6

1-3

TELECOM RM

UPS

AB18FA600

A600

TELECOM RM

AB02A

B82[8]

B62[12A]

B74[13]

B62[12B]

B66[11] 2.55

TELECOM RM

8A

1-3

TELECOM RM

110A

CLEAN

STORAGE

A1.1.3

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

1 REVISED 100% 12/31/2024

/1

9/

:3 3:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

12/31/2024

BASEMENT - ZONES

A1.B

ACKR

573A4-21-700

LAKE CITY FL

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

N Scale: 1" = 30'-0"2 LOWER LEVEL - ZONES

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.

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

E. See sheet A600 for finishes legend.

GENERAL NOTES

NOTES

KEY PLAN

B38

B19

B62

B74

B82

B84

B64A

B64B

B64D B64-67

B64-2

B64-3

B64C

B64-66

B64CC

Scale: 1" = 30'-0"1 B82 - BASEMENT ZONE Scale: 1" = 30'-0"3 B62 - LOWER LEVEL ZONE

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

2.55 Remove existing telecom racks and equipment as required.

See technology drawings.

LV1

LV

CP

LV

M.S.D.

STORAGE

BB07

CONFERENCE

ROOM &

TRAINING

BB01

TOILET MEN

BB02

CORRIDOR

CB-7

2.70

B64-2[1] B64-B[2]

2.63 2.75

M.S.D.

STORAGE

BB07

TOILET MEN

BB02

CORRIDOR

CB-7

B64-2[1] B64-B[2]

'-1

11'-5 1/4"

TELECOM RM

BB01

BB01

P-1 P-2

EP-1

RB-1

2' -3

8.73

B64-2[1] B64-B[2]

2.64 2.75

CORRIDOR

CB-7

TOILET MEN

BB02

CONFERENCE

ROOM &

TRAINING

BB01

M.S.D.

STORAGE

BB07

2.70 ELEC

AB03

FIRE ALARM

SYSTEM /

ENGINEERING

STORAGE

AB02

EMS

STORAGE

AB01

CORRIDOR

CB-3

MECH

AB09E

B64-A[3] B64-A[4]

2.63 2.75

2.80

CORRIDOR

CB-6

COMPUTER

STORAGE

C10A

CORRIDOR

CB-5

MECHANICAL

ROOM

CB10

2.70

2.63

2.75

CORRIDOR

CB-6

19' - 4"

TELECOM RM

C10A

CORRIDOR

CB-5

MECHANICAL

ROOM

CB10

10'-0"

8' -6

P-1 P-2

EP-1

RB-1

C1 0A

8.73

ELEC

AB03

EMS

STORAGE

AB01

CORRIDOR

CB-3

MECH

AB09E

B64-A[3] B64-A[4]

15' - 1 1/2"

FIRE ALARM

SYSTEM /

ENGINEERING

STORAGE

AB02

AB02A

P-1 P-2

EP-1

RB-1

8.76

'-5

13'-6 1/2"

1' -0

/2

'-7

8' -8

/4

AB02

TELECOM

RM

AB02A

8.76

S1.0

FIRE ALARM

SYSTEM /

ENGINEERING

STORAGE

AB02

EMS

STORAGE

AB01

CORRIDOR

CB-3

ELEC

AB03

MECH

AB09E

B64-A[3] B64-A[4]

2.65

2.62

2.75

CORRIDOR

CB-5

CORRIDOR

CB-6

MECHANICAL

ROOM

CB10

COMPUTER

STORAGE

C10A

2.64 B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9]

B82[8]

B38 [5]

B74[13]

B62[12A]

B62[12B]

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

4/

:2 6:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

BLDG 64 - LV B - ZONES 2,3,6

A1.B.1

ACKR

573A4-21-700

LAKE CITY FL

B64

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

NOTES

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

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. Package unused door hardware and turn over to owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over 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.R.

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

G. Prepare surfaces 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.

J. Temporary wall barriers (wall type T-1) shall be installed between work areas and regions out-of-scope where debris from demolition may impact hospital operations. Demolition of walls in corridors must be separated for dust control.

GENERAL DEMOLITION NOTES

2.52 Remove existing wall.

2.62 Remove existing soffit and ceiling above.

2.63 Remove existing vinyl floor tile and wall base as required and prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.64 Remove existing ACT ceiling grid and tiles.

2.65 Remove existing plaster ceiling.

2.70 Remove existing door panel(s), frame, and hardware set.

See door schedule.

2.75 See abatement specification for removal.

2.80 Remove existing CMU wall.

8.73 New door panel(s), frame, and hardware set. Repair

existing CMU wall as required. See door schedule.

8.76 New door panel(s), frame, and hardware set. Repair

existing concrete wall as required. See door schedule.

N Scale: 1/8" = 1'-0"1 BB01 - DEMO PLAN Scale: 1/8" = 1'-0"3 BB01 - NOTE PLAN

Scale: 1/8" = 1'-0"2 BB01 - RCP DEMO

N Scale: 1/8" = 1'-0"4 AB02 - DEMO PLAN

B64-B[2]

B64-A[3]

B64-2[6]

N Scale: 1/8" = 1'-0"7 C10A - DEMO PLAN Scale: 1/8" = 1'-0"9 C10A - NOTE PLAN

Scale: 1/8" = 1'-0"6 AB02 - NOTE PLAN Scale: 1/8" = 1'-0"5 AB02 - RCP DEMO

Scale: 1/8" = 1'-0"8 C10A - RCP DEMO

KEY PLAN - BASEMENT

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.

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

E. See sheet A600 for finishes legend.

GENERAL NEW PLAN NOTES

CP

LV

DC

OS

RE

EX

DC

OS

OS

CP

RE

A&B SECTION

B-11

CORRIDOR

CB-4

OFFICE

B-10

PLUMBING

SHOP

B-12

CORRIDOR

CB-5

2.70

2.63

2.75

2.52 2.70

TELECOM RM

B-10

A&B SECTION

B-11

CORRIDOR

CB-4

PLUMBING

SHOP

B-12

CORRIDOR

CB-5

/2

B-

RB-1

EP-1

P-2 P-1

8.75

9'-0"

2'-4 7/8" 1'-4 7/8" 12'-1 3/8"

8.71

9.17

B-

B

'-6

/8

P-1

LVT-1

RB-1

ACT-1

S1.0 9.42

9.42

STORAGE

LOBBY

C1-3

ALCOVE

C1-6CORRIDOR

C1-5

ELEVATOR

P-4/82

CORRIDOR

C1-4

OCCUPATIONAL

ACTIVITIES

2.562.56

2.56 2.70

2.53 2.52

2.522.52

B82[8] B82[8]

B82[9]

B82[9]

2.63 2.752.63

2.75

LOBBY

C1-3

ALCOVE

C1-6CORRIDOR

C1-5

ELEVATOR

P-4/82

CORRIDOR

C1-4

OCCUPATIONAL

ACTIVITIES

TELECOM RM

S1.0S1.0

11' - 4"

B82[8] B82[8]

B82[9]

B82[9]

P-1 P-2

EP-1

RB-1

8.70

S2.0S2.0

A&B SECTION

B-11

CORRIDOR

CB-4

OFFICE

B-10

PLUMBING

SHOP

B-12

CORRIDOR

CB-5

2.54

2.54

2.54

B82[8] B82[8]

B82[9]

B82[9]

+/- 9'-4 7/8"

- 1 1'

1/ 4"

2.64

2.64

2.75

2.75

TRASH ROOM

STORAGE

LOBBY

C1-3

ALCOVE

C1-6CORRIDOR

C1-5

ELEVATOR

P-4/82

CORRIDOR

C1-4

OCCUPATIONAL

ACTIVITIES

ELEVATOR

P-3/82

2.652.652.652.65

B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9]

B82[8]

B38 [5]

B74[13]

B62[12A]

B62[12B]

B82[8] B82[8]

B82[9]

B82[9]

TRASH ROOM

9'-0"

TELECOM RM

ALCOVE

C1-6

CORRIDOR

C1-5

OCCUPATIONAL

ACTIVITIES

CORRIDOR

C1-4

LOBBY

C1-3

ELEVATOR

P-4/82

ELEVATOR

P-3/82

9.419.419.419.41

ACT-1

A&B SECTION

B-11

CORRIDOR

CB-4

PLUMBING

SHOP

B-12

CORRIDOR

CB-5

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

4/

:2 6:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

BLDG 19 & 82 - LV B - ZONES 7 & 9

A1.B.2

ACKR

573A4-21-700

LAKE CITY FL

B19 & B82

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

B19[7]

B82[9] N Scale: 1/8" = 1'-0"1 B-10 - DEMO PLAN

Scale: 1/8" = 1'-0"3 B-10 - NOTE PLAN

N Scale: 1/8" = 1'-0"5 166 - DEMO PLAN

Scale: 1/8" = 1'-0"7 166 - NOTE PLAN

Scale: 1/8" = 1'-0"2 B-10 - RCP DEMO

Scale: 1/8" = 1'-0"6 166 - RCP DEMO

KEY PLAN - BASEMENT

B82 LV1 = B64 BASEMENT

NOTES

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. Package unused door hardware and turn over to owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over 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.R.

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

G. Prepare surfaces 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.

J. Temporary wall barriers (wall type T-1) shall be installed between work areas and regions out-of-scope where debris from demolition may impact hospital operations. Demolition of walls in corridors must be separated for dust control.

GENERAL DEMOLITION NOTES

2.51 Remove existing window.

2.52 Remove existing wall.

2.53 Remove existing sink.

2.54 Remove existing ceiling.

2.56 Remove existing casework as required.

2.63 Remove existing vinyl floor tile and wall base as required and prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.64 Remove existing ACT ceiling grid and tiles.

2.65 Remove existing plaster ceiling.

2.70 Remove existing door panel(s), frame, and hardware set.

See door schedule.

2.75 See abatement specification for removal.

8.70 New door panel(s), frame, and hardware set. See door

schedule.

8.71 New door panel(s) and hardware set. Existing frame to

remain. See door schedule.

8.75 New door panel(s), frame, and hardware set. Repair

existing stud and gypsum wall as required. See door schedule.

9.17 Repaint face of wall and replace base to match existing wall conditions. Paint entire wall from nearest corner to corner and replace entire section of base as required.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.42 Repair surfaces and prep for new finishes.

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.

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

E. See sheet A600 for finishes legend.

GENERAL NEW PLAN NOTES

Scale: 1/8" = 1'-0"8 166 - RCP NEW

Scale: 1/8" = 1'-0"4 B-10 - RCP NOTE

CP

J J

J

J

P

P P

P

P

P

SDSD

DCDC

DC

DCDC

OS

OS

OS

OS

OS

RE

RE

RE

RE

RE

WORKROOM

AB18G

CORRIDOR

AB18F

DATA CENTER

AB18H

MECH

AB18K

U. P. S.

AB18J

CORRIDOR

CB-4

OFFICE

AB18

2.70

2.70

2.522.52

2.52

2.52

2.56

2.57

2.57

2.70

2.66 2.75

2.09

2.09

2.51

2.51

2.672.672.672.67

53 53

54 54

55 55

56 56

57 57

57a

S1

Q1RST

A1.B.3

DATA CENTER

AB18H

MECH

AB18K

CORRIDOR

CB-4

OFFICE

AB18

UPS - B

UPS - A

/4

29'-8 7/8"

STORAGE

AB18J

AB

P-1

AFP-1

RB-1

ACT-2

8' -1

1/

8"

10'-8 1/4"

9.13

8.75

8.75

AB

H S7.0-F

S7.0-FS7.0-F

'-0

/4

7'-1 3/4" 12'-0 1/8"

UPS

AB18F

AB18F

11'-6"

'-0

S4.0-FS4.0-F

A600

A600

SimS4.0-F

ACT-1

EP-1

P-1

RB-1

10.42

53 53

54 54

55 55

56 56

57 57

57a 57a

S1 Q1

Q1RST

B66 - LOWER LEVEL

175'-0"

B66 - BEAM LEVEL

184'-0"

B66 - TOP OF ROOF

188'-4"

B66 - SLAB

174'-0"

SL

AB

T O

B O

TT

O

M O

F

BE

AM

'-0

" V .I.

F.

4'

-4

3'

1/

2" 2'

-1 " 29' - 8 7/8"

8'

1/

2"

9' -0

" V .I.

F.

'-5

" V .I.

F.

8' -6

2.029.14

2.05

9.13

S7.0-F

2.09

7.05 7.06

+/- 6'-11 1/8"

A1.B.3 1a 9.142.73

U. P. S.

AB18J

MECH

AB18K

DATA CENTER

AB18H

WORKROOM

AB18G

CORRIDOR

AB18F

OFFICE

AB18

CORRIDOR

CB-4

2.64

2.64

2.64

2.64

B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9]

B82[8]

B38 [5]

B74[13]

B62[12A]

B62[12B]

MECH

AB18K

DATA CENTER

AB18H

OFFICE

AB18

CORRIDOR

CB-4

8'-6"

STORAGE

AB18J

9.14

UPS

AB18F

8'-10"

8'-0"

- 1

/8

- 1

/4

9.149.14

7.06

7.05

2.73

5.50

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

1 REVISED 100% 12/31/2024

/1

9/

:3 4:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

12/31/2024

BLDG 66 - LV B - ZONE 11

A1.B.3

ACKR

573A4-21-700

LAKE CITY FL

B66

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

B66[11]

N Scale: 1/8" = 1'-0"4 AB18H - DEMO PLAN

Scale: 1/8" = 1'-0"2 AB18H - NOTE PLAN Scale: 3/16" = 1'-0"1 SECTION

Scale: 1/8" = 1'-0"5 AB18H - RCP DEMO

KEY PLAN - BASEMENT

NOTES

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. Package unused door hardware and turn over to owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over 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.R.

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

G. Prepare surfaces 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.

J. Temporary wall barriers (wall type T-1) shall be installed between work areas and regions out-of-scope where debris from demolition may impact hospital operations. Demolition of walls in corridors must be separated for dust control.

GENERAL DEMOLITION 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.

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

E. See sheet A600 for finishes legend.

GENERAL NEW PLAN NOTES

Scale: 1/8" = 1'-0"3 AB18H - RCP

2.02 Existing structure to remain.

2.05 Existing slab to remain.

2.09 Existing raised floor grid modified to permit new rated wall to extend from slab to deck.

2.51 Remove existing window.

2.52 Remove existing wall.

2.56 Remove existing casework as required.

2.57 Remove existing raised floor panels. Existing pedestal and stringer system to remain in place for reuse.

2.64 Remove existing ACT ceiling grid and tiles.

2.66 Remove existing wall base and prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.67 Remove existing carpet and wall base as required and

prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.70 Remove existing door panel(s), frame, and hardware set.

See door schedule.

2.73 Existing 8" purlins.

2.75 See abatement specification for removal.

5.50 Angled metal flashing installed above ceiling soffit.

Coordinate with MEP drawings.

7.05 New 8" batt insulation between existing purlins. 25 R-Value min.

7.06 3" rigid insulation fastened to bottom of existing purlins.

R-Value 13 min.

8.75 New door panel(s), frame, and hardware set. Repair

existing stud and gypsum wall as required. See door schedule.

9.13 New raised floor panels to be installed in existing pedestal and stringer system. Finished floor level to be maintained as before at 1' above slab.

9.14 New ceiling suspension system and tiles to be installed and aligned to floor grid system. Product must be of equal or greater quality to Armstrong's Dynamax Plus Ceiling System. Use the Dynamax Plus Ceiling System as a basis-of-design.

10.42 Bracket mounted fire extinguisher

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

TELECOM RM

C128

TELECOM RM

B103

TELECOM RM

251A

TELECOM RM

TELECOM RM

B06[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9] B82[8]

B38 [5]

A1.1.1

A1.1.1

A1.1.1

A1.1.2

A1.1.2

A1.1.2

MATCHLINE -

ZONE 11 TO ZONE 13

LV

LV

LV

LV

LV02 - 82

LV01 - 64

LV

LV

TELECOM RM

BH101

2.55

2.55

2.55

2.55

TELECOM RM

101A

2.04

2.55

7-9

1-3

4-6

TELECOM RM

C143A

TELECOM RM

C117TELECOM RM

TELECOM RM

BH100

TELECOM RM

4-6

1-3

7-9

A600

B66[11]

TELECOM RM

128A

B62[12A]

B74[13]

B62[12B]

A1.1.3

2.55

EMPLOYEE

EDUCATION

TELECOM RM

4-6

A1.1.4 1-3

CONTINGENCY

SUPPLIES

27.00

B27 & B37[14]

2.55

STORAGE

B1

OFFICE

3A27.00

A1.1.4 2.55

TELECOM RM

6A

4-6

A1.1.5 1-3

BREAKROOM

27.00

OFFICE

A1.1.6

2.55

27.00

1-3

VEST/ELEC

TELECOM RM

112C

B18, B42, B44, & B92[15] A1.1.5

2.55

MECHANICAL

ROOM

4-6

TELECOM RM

A1.1.5

2.55

MECHANICAL

ROOM

7-9

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

1 REVISED 100% 12/31/2024

/1

9/

:3 3:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

12/31/2024

FIRST FLOOR - ZONES

A1.1

ACKR

573A4-21-700

LAKE CITY FL

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

N Scale: 1" = 30'-0"1 FIRST FLOOR LEVEL - ZONES

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.

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

E. See sheet A600 for finishes legend.

GENERAL NOTES

NOTES

Scale: 1" = 30'-0"2 B62 - FIRST FLOOR ZONE

KEY PLAN

B38

B06

B18

B19

B27

B37

B42

B44 B62

B74

B82

B86

B91

B92

B64A

B64B

B64D B64-67

B64-2

B64-3

B64C

B64-66

B64CC

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

2.04 Existing telecom room to remain. See technology drawings.

2.55 Remove existing telecom racks and equipment as required.

See technology drawings.

27.00 Telecom enclosure to be added. See Technology drawings.

N Scale: 1" = 30'-0"3 B27N Scale: 1" = 30'-0"4 B37

N Scale: 1" = 30'-0"5 B18 N Scale: 1" = 30'-0"6 B92

N Scale: 1" = 30'-0"7 B42

N Scale: 1" = 30'-0"8 B44

PROGRAM

SUPPORT

ASSISTANT

B102

CHIEF,

NUTRITION &

FOOD

SERVICE

B103

ELEC

B104

F.E.C.

B105

CORRIDOR

STAIR #5

S5.1

B64-2[1] B64-B[2]

2.70

2.70

2.63

2.75

TELECOM RM

B103

PROGRAM

SUPPORT

ASSISTANT

B102

ELEC

B104

F.E.C.

B105

CORRIDOR

STAIR #5

S5.1

B64-2[1] B64-B[2]

11'-3"

'-6

/2

4'-4" 6'-11"

'-1

1/

2"

2' -7

B1

P-1 P-2

EP-1

RB-1

8.74

9.19 9.17

TELECOM RM

BH101

CONFERENCE

ROOM

A123

WAITING

ROOM

A125

B64-A[4] B64-A[3]

2.70

2.63

2.75

TELECOM RM

BH101

CONFERENCE

ROOM

A123

WAITING

ROOM

A125

B64-A[4] B64-A[3]

'-3

9'-2" P-1 P-2

EP-1

RB-1

BH

8.75

3'

4"

B64-A[4] B64-A[3]

2.06

TELECOM RM

BH101

CONFERENCE

ROOM

A123

WAITING

ROOM

A125

STAIR #5

S5.1

PROGRAM

SUPPORT

ASSISTANT

B102

CORRIDOR

ELEC

B104

F.E.C.

B105

CHIEF,

NUTRITION &

FOOD

SERVICE

B103

B64-2[1] B64-B[2]

2.64

2.75

OFFICE

ICE MACHINE

OFFICE

CORRIDOR

C1-5

OFFICE

2.70

2.63

TELECOM RM

ICE MACHINE

OFFICE

CORRIDOR

C1-5

OFFICE

9' - 5 3/4"

1'

1/

8"

10 3/4"

P-1 P-2

EP-1

RB-1

8.75

8.14 S2.0

1/ 8"

2.64

OFFICE

ICE MACHINE

OFFICE

CORRIDOR

C1-5

OFFICE

B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9]

B82[8]

B38 [5]

B74[13]

B62[12A]

B62[12B]

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

1 REVISED 100% 12/31/2024

/1

9/

:3 3:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

12/31/2024

BLDG 38 & 64 - LV 1 - ZONES 2,3,5

A1.1.1

ACKR

573A4-21-700

LAKE CITY FL

B64, B91, & B38

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

B64-B[2]

B91[3]

B38[5]

N Scale: 1/8" = 1'-0"1 B103 - DEMO PLAN Scale: 1/8" = 1'-0"3 B103 - NOTE PLAN

N Scale: 1/8" = 1'-0"4 BH101 - DEMO PLAN Scale: 1/8" = 1'-0"6 BH101 - NOTE PLAN

Scale: 1/8" = 1'-0"5 BH101 - RCP DEMO

Scale: 1/8" = 1'-0"2 B103 - RCP DEMO

N Scale: 1/8" = 1'-0"7 115 - DEMO PLAN Scale: 1/8" = 1'-0"9 115 - NOTE PLAN

Scale: 1/8" = 1'-0"8 115 - RCP DEMO

KEY PLAN - FIRST FLOOR

NOTES

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. Package unused door hardware and turn over to owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over 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.R.

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

G. Prepare surfaces 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.

J. Temporary wall barriers (wall type T-1) shall be installed between work areas and regions out-of-scope where debris from demolition may impact hospital operations. Demolition of walls in corridors must be separated for dust control.

GENERAL DEMOLITION NOTES

2.06 Existing ceiling to remain.

2.63 Remove existing vinyl floor tile and wall base as required and prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.64 Remove existing ACT ceiling grid and tiles.

2.70 Remove existing door panel(s), frame, and hardware set.

See door schedule.

2.75 See abatement specification for removal.

8.14 Install security film to interior side of glass. Film must be blast and forced entry resistant. Use S-140 by 3M as a basis of design.

8.74 New door panel(s), frame, and hardware set. Repair

existing plaster wall as required. See door schedule.

8.75 New door panel(s), frame, and hardware set. Repair

existing stud and gypsum wall as required. See door schedule.

9.17 Repaint face of wall and replace base to match existing wall conditions. Paint entire wall from nearest corner to corner and replace entire section of base as required.

9.19 Infill wall opening with stud wall as shown. Match thickness and existing wall finish material on both sides of wall partition.

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.

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

E. See sheet A600 for finishes legend.

GENERAL NEW PLAN NOTES

OS

CORRIDOR

C1-7

CORRIDOR

C1-5

EXAM ROOM

#28

C128

SATELLITE

LAB

C130

2.70

2.63

2.75

TELECOM RM

C128

CORRIDOR

C1-7

CORRIDOR

C1-5

SATELLITE

LAB

C130

10' - 8"

9'

C1

P-1 P-2

EP-1

RB-1

8.75

HAC

STORAGE

CORRIDOR

C1-5

CORRIDOR

C1-6

DISTANCE

LEARNING

CENTER

110A

DRY

STORAGE

2.70

2.70

2.67

2.75TELECOM RM

HAC

CORRIDOR

C1-5

CORRIDOR

C1-6

DISTANCE

LEARNING

CENTER

110A

DRY

STORAGE

/4

9' - 7 1/2"

P-1 P-2

EP-1

RB-1

8.75

9.19

9.17

DISHWASHER

KITCHEN

CONFERENCE

ROOM

B82[9] B82[8]

PHARMACY

BARBER

SHOP

251A

OFFICE

251B

CORRIDOR

C2-4

TELECOM RM

C2-4

CORRIDOR

C2-2

2.52 2.70 2.70

2.52

2.63

2.75

2.63

B82[9] B82[8]

TELECOM RM

251A

PHARMACY

OFFICE

251B

CORRIDOR

C2-4

TELECOM RM

C2-4

CORRIDOR

C2-2

12' - 6 5/8"

9'

7"

7' - 10 1/2"

S1.0

1B

1A

P-1 P-2

EP-1

RB-1

8.75 8.75

P-1

ACT-1

LVT-1

RB-1

9.199.19 9.17

2.64

2.75

CORRIDOR

C1-7

CORRIDOR

C1-5

TELECOM RM

C128

SATELLITE

LAB

C130

2.64

HAC

TELECOM RM

CORRIDOR

C1-5

CORRIDOR

C1-6

DISTANCE

LEARNING

CENTER

110A

DRY

STORAGE

B82[9] B82[8]

2.642.64

PHARMACY

TELECOM RM

251A

OFFICE

251B

CORRIDOR

C2-4

TELECOM RM

C2-4

CORRIDOR

C2-2

B66[11]

B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1] B64-D[10]

B64-2[6]

B19[7]

B82[9]

B82[8]

B38 [5]

B74[13]

B62[12A]

B62[12B]

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

4/

:2 3:

P

M

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

BLDG 19, 64, 82 - LV 1 - ZONES 6,7,9

A1.1.2

ACKR

573A4-21-700

LAKE CITY FL

B64, B19, & B82

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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

B64-2[6]

B19[7]

B82[9]

N Scale: 1/8" = 1'-0"1 C128 - DEMO PLAN Scale: 1/8" = 1'-0"3 C128 - NOTE PLAN

N Scale: 1/8" = 1'-0"4 109 - DEMO PLAN Scale: 1/8" = 1'-0"6 109 - NOTE PLAN

N Scale: 1/8" = 1'-0"7 251A - DEMO PLAN Scale: 1/8" = 1'-0"9 251A - NOTE PLAN

Scale: 1/8" = 1'-0"2 C128 - RCP DEMO

Scale: 1/8" = 1'-0"5 109 - RCP DEMO

Scale: 1/8" = 1'-0"8 251A - RCP DEMO

KEY PLAN - FIRST FLOOR

B82 LV2 = B64 LV1

NOTES

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. Package unused door hardware and turn over to owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over 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.R.

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

G. Prepare surfaces 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.

J. Temporary wall barriers (wall type T-1) shall be installed between work areas and regions out-of-scope where debris from demolition may impact hospital operations. Demolition of walls in corridors must be separated for dust control.

GENERAL DEMOLITION NOTES

2.52 Remove existing wall.

2.63 Remove existing vinyl floor tile and wall base as required and prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.64 Remove existing ACT ceiling grid and tiles.

2.67 Remove existing carpet and wall base as required and

prepare surfaces to receive new finishes. See finish schedule on sheet A600.

2.70 Remove existing door panel(s), frame, and hardware set.

See door schedule.

2.75 See abatement specification for removal.

8.75 New door panel(s), frame, and hardware set. Repair

existing stud and gypsum wall as required. See door schedule.

9.17 Repaint face of wall and replace base to match existing wall conditions. Paint entire wall from nearest corner to corner and replace entire section of base as required.

9.19 Infill wall opening with stud wall as shown. Match thickness and existing wall finish material on both sides of wall partition.

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.

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

E. See sheet A600 for finishes legend.

GENERAL NEW PLAN NOTES

B207

TELECOM RM

TELECOM RM

317B64-A[3]

B64-A[4]

B64-B[2]

B64-2[1]

B82[9] B82[8]

B38 [5]

B62[12A]

B62[12B]

A1.2.1

A1.2.1

A1.2.1

A1.2.2

A1.1.3

LV

LV

LV

LV

LV03 - 82

LV02 - 64

TELECOM RM

227A

2.55

2.55

2.55

2.55

2.55

7-9

TELECOM RM

TELECOM RM

B217A

TELECOM RM

TELECOM RM

C225

TELECOM RM

7-9

4-6 1-3

1-3

S T

AT

E

OF FLOR

I D A

R

EGISTERED ARCH

IT

EC

T

J A

SO

N H. ROS

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

4/

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LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

10/25/2024

SECOND FLOOR - ZONES

A1.2

ACKR

573A4-21-700

LAKE CITY FL

STATION CHIEF - EDWIN BURNETT

100% CONSTRUCTION

DOCUMENTS

22011

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.

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

E. See sheet A600 for finishes legend.

GENERAL NOTES

NOTES

N Scale: 1" = 30'-0"1 SECOND FLOOR - ZONES

KEY PLAN

B38

B62

B82

B64A

B64B

B64D

B64-2

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

2.55 Remove existing telecom racks and equipment as required.

See technology drawings.

OS

CP

LV

CP

LV1

PULMONARY

LAB

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