516-CSI-142_Bay Pines_ED CT_ Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL ELECTRICAL PLUMBING

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321.345.9026 P

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

PH: 321.345.9026

VA Project No.

AG Project No.

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VA COVER SHEET AE Site Prep for ED CT Replacement

BAY PINES VA

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05/01/2025 DTG WRH

100% CONSTRUCTION

DOCUMENTS

AE Site Prep for ED CT Replacement

VAMC - BAY PINES 10000 BAY PINES BLVD BAY PINES, FL 33744 PROJECT #: 516-CSI-142

516-CSI-142

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI001 VA COVER SHEET

G100 CODE DATA

STRUCTURAL

S-001 GENERAL NOTES AND ABBREVIATIONS

SS101 FIRST FLOOR FRAMING PLAN

SS102 FIRST FLOOR INTERSTITIAL FRAMING PLAN

S-301 DETAILS AND SECTIONS

ARCHITECTURAL

A101 PLANS AND DETAILS

A401 INTERIOR FINISHES PLAN AND LEGEND

A601 DOOR SCHEDULE & DETAILS

FIRE ALARM

FA001 FIRE ALARM LEGENDS & SYMBOLS

FD101 FIRST FLOOR PLAN - FIRE ALARM - DEMOLITION

FA101 FIRST FLOOR PLAN - FIRE ALARM - NEW WORK

FA501 FIRE ALARM DETAILS

FIRE PROTECTION

FP001 FIRE PROTECTION LEGENDS & SYMBOLS

FX101 FIRST FLOOR PLAN - FIRE PROTECTION - DEMOLITION

FP101 FIRST FLOOR PLAN - FIRE PROTECTION - NEW WORK

FP501 FIRE PROTECTION DETAILS

PLUMBING

P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS

PD101 FIRST FLOOR PLAN - GRAVITY PIPING - DEMOLITION

PD102 FIRST FLOOR PLAN - PRESSURE PIPING & MED GAS - DEMOLITION

PS101 FIRST FLOOR PLAN - GRAVITY PIPING - NEW WORK

PP101 FIRST FLOOR PLAN - PRESSURE PIPING & MED GAS - NEW WORK

P-501 PLUMBING DETAILS

P-801 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS

MD101 FIRST FLOOR PLAN - HVAC - DEMOLITION

MD102 FIRST FLOOR PLAN - HVAC PIPING - DEMOLITION

MH101 FIRST FLOOR PLAN - HVAC - NEW WORK

MP101 FIRST FLOOR PLAN - HVAC PRESSURIZATION & PIPING - NEW WORK

M-501 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

M-801 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

ED101 FIRST FLOOR PLAN - LIGHTING - DEMOLITION

ED102 FIRST FLOOR PLAN - ELECTRICAL EQUIPMENT - DEMOLITION

EL101 FIRST FLOOR PLAN - LIGHTING - NEW WORK

EP101 FIRST FLOOR PLAN - ELECTRICAL EQUIPMENT - NEW WORK

E-401 ENLARGED CT ROOM PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL DIAGRAMS

TECHNOLOGY

T-001 TELECOM LEGEND, ABBREV & GENERAL NOTES

TD101 FIRST FLOOR PLAN - TELECOM - DEMOLITION

TN101 FIRST FLOOR PLAN - TELECOM NEW WORK

T-501 TELECOM – DETAILSPROJECT LOCATION © Google Maps

JPA

ARCHITECT

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

Revisions Date

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10'-4" x 10'-2"

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0-HR Smoke Partition - [OBC 710] / NFPA 101-8.4

1-HR Smoke Barrier - [OBC 709] / NFPA 101-8.5

1-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

2-HR Fire Barrier - [OBC 706] / NFPA 101-8.3

Exit

Existing Wall to Remain

New Wall

Exit Access Travel Path

CODE LEGEND

CONTROL

ROOM

1E210C

CLOSET

1E210

CT SCAN

ROOM

1E210B

153' EXIT ACCESS TRAVEL DISTANCE

200' ALLOWED

Code: NFPA 101 Life Safety Code (2024 Edition) Construction Type: Type I (442) Use Group: Health Care Occupancy Area of Work: Emergency Department CT Suite, Ground Floor Protection: Fully Suppressed

Chapter - 6 Classification of Occupancy and Hazard of Content

6.1.11 - Health Care Occupancy

6.2.2.1 -Hazard classification = Ordinary

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

Business Use: 150 sf / person Storage Use (In other than storage and mercantile occupancies): 500 sf / person

Chapter 8 - Features of Fire Protection:

Chapter 9 - Building Service and Fire Protection Equipment

9.9 - Portable fire extinguishers shall be selected, installed, inspected, and maintained per NFPA 10.

CODE NOTES

Chapter 10 – Interior Finish, Contents, and Furnishings Table A.10.2.2 Interior Finish Classification Limitations for Health Care (Existing)

Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

(4) Existing interior finish exempt from smoke dev. criteria.

10.2.7.2 – Floor finish other than carpet: Min. Rad flux: .1 W/ cm².

10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

Provisions of 10.2.7.2 shall apply where Class II is req’d.

Chapter 18 - New Health Care Occupancies

18.1.1.1.4 - The area of work is an existing hospital and therefore falls under Chapter 18.

Table 18.1.6.1 - Construction Type Limitations: Type I (442), sprinklered, no story limitations.

18.1.7 - Occupant Load per Table 7.3.1.2.

18.2.5.3 - Common path of travel shall not exceed 100’.

18.2.5.6.5 - Rooms within suites shall not be required to an exit access door leading directly to an exit access corridor.

18.2.5.7.3.1 - Patient Care Non-sleeping suites

(a) Suites shall have exit access to a corridor complying with 18.3.6 or to a horizontal exit, directly from the suites.

(b) Suites of more than 2500 SF 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, on of the 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.

18.2.5.7.3.3 - Patient Care Non-sleeping suite travel distance

(a) Travel distance within a non-sleeping suite to an exit access corridor door, or a horizontal exit door and from the suite shall not exceed 100ft.

(b) Travel distance between any point in a non-sleeping suite and an exit shall not exceed 200ft.

18.2.6.2.1 - Travel distance from any point in a room to exit shall not exceed 200’.

18.3.2.1.3 - Storage rooms (clean supply and clean linen) larger than 50 SF but not exceeding 100 SF shall be protected by smoke partitions.

18.3.4.1 - Health care occupancies shall be provided with a fire alarm system IAW Section 9.6.

18.3.5.1 - Building containing health care occupancies shall be protected throughout by approved, supervised automatic sprinkler systems IAW Section 9.7.

18.3.5.12 - Portable fire extinguishers shall be provided IAW Section 9.9.

18.3.6.2.2 - No fire resistance rating is required for corridor walls.

18.3.6.2.3 - Corridor walls shall form a barrier to limit the transfer of smoke but are not required to be smoke barriers or smoke partitions.

18.3.6.3.1 - Corridor doors shall be doors constructed to resist the passage of smoke.

18.3.7.3 - Smoke barrier shall be constructed IAW Section 8.5 and shall have 1 hour fire resistive rating.

18.3.7.6 - Doors in smoke barriers shall have 20 minute fire resistive rating.

18.3.7.5.1 - Not less than 30 net SF of accumulation space per resident/patient shall be provided in smoke compartment on either side of smoke partition. - The doors shall not be required to swing in the direction of egress travel.

Chapter 43 - Building Rehabilitation

43.1.2.1 - Any building undergoing repair, renovation, modification, or reconstruction shall comply with both of the following:

(1) Req'ts of the applicable existing occupancy chapters (Chapter 39).

(2) Req'ts of the applicable section of this Chapter (Sections 43.4 and 43.5).

43.4.1 - Renovations & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to existing construction.

43.5.1 - Modifications & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to new construction.

S T

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J A

SO

N H. ROS

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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

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

ARCHITECT/ENGINEER OF RECORD

www.abovegroupinc.com COA/CA Lic. No. 31120

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

PH: 321.345.9026

4/

/2

8:

:0

AM

B100 ED Room 1E210 CT Replacement

5/1/2025

CODE DATA

G100

JWJC

516-CSI-142

VAMC, Bay Pines, FL

B100

100% CONSTRUCTION

DOCUMENTS

24127.00

Scale: 1/8" = 1'-0"1 Code Plan N N.T.S.Scale:

KEYPLAN 1ST FLOOR

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

RIGGING, HOISTING AND SCAFFOLDING REQUIREMENTS:

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE COR AND

A/E OF RECORD FOR REVIEW A SITE SPECIFIC RIGGING AND HOISTING

PLAN FOR ALL MAJOR EQUIPMENT THAT WILL BE TRANSPORTED

THROUGH OR HOISTED FROM THE BUILDING. THE PLAN SHALL

INCLUDE THE SEQUENCE OF ERECTION, THE DESCRIPTION OF THE

RIGGING, HOISTING AND TRANSPORTATION EQUIPMENT AND THE SITE

PREPARATIONS THAT WILL BE NEEDED TO COMPLETE THE

INSTALLATION.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE COR AND

A/E OF RECORD FOR REVIEW A SITE SPECIFIC PLAN FOR ALL

SCAFFOLDING THAT WILL BE INSTALLED ON FRAMED FLOORS AND

ROOFS.

3. THE PROPOSED RIGGING, HOISTING OR SCAFFOLDING PLAN SHALL BE

REVIEWED BY A PROFESSIONAL ENGINEER REGISTERED IN THE

LOCAL JURISDICTION. THE PROFESSIONAL ENGINEER SHALL PROVIDE

A SIGNED AND SEALED CERTIFICATION STATING THAT THE

PROPOSED PLAN WILL NOT DAMAGE OR OVERSTRESS THE

STRUCTURE. SHORING AND SCAFFOLDING SHALL COMPLY WITH

OSHA REGULATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE

LOADS SUPERIMPOSED BY THE RIGGING, HOISTING OR SCAFFOLDING

SYSTEMS WILL NOT EXCEED THE FOLLOWING LOADS:

FRAMED FLOORS = 80 PSF

ROOFS = 30 PSF

5. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL FINISHES,

UTILITIES, AND STRUCTURE. CONTRACTOR SHALL REPLACE AT NO

COST TO THE VA ANY FINISHES DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL SUBMIT A REPAIR DRAWING TO A/E OF RECORD

AND VA COR FOR REVIEW PRIOR TO PERFORMING ANY REPAIRS. ALL

REPAIRS SHALL BE COMPLETED AT NO COST TO THE GOVERNMENT.

GENERAL:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS

DURING THE COURSE OF THE WORK. DO NOT DAMAGE OR

ENDANGER THE STRUCTURAL INTEGRITY OF THE WORK.

2. LOADS GREATER THAN THE DESIGN LIVE LOADS SHALL NOT BE

PLACED ON THE STRUCTURE.

3. NOTIFY COR IN CASE OF DISCREPANCIES BETWEEN DRAWINGS,

THESE NOTES, AND PROJECT MANUAL BEFORE PROCEEDING WITH

THE WORK.

4. USE ARCHITECTURAL DRAWINGS AND DRAWINGS OF OTHER TRADES

IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS TO PROPERLY

PERFORM THE WORK.

5. IF CONDITIONS DISCLOSED DURING EXCAVATION REVEAL

UNFORESEEN CONDITIONS, PROMPTLY REQUEST DIRECTION IN AN

RFI FORM FROM THE COR AND A/E OF RECORD BEFORE

PROCEEDING.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING BETWEEN

TRADES.

7. DO NOT SCALE DRAWINGS.

8. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC

LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF

DETAILS THAT WILL APPLY TO OTHER LOCATIONS.

9. THE COR AND A/E OF RECORD'S REVIEW OF A SUBMITTAL SHALL NOT

RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO FOLLOW

THE INTENT OF THE CONTRACT DRAWINGS.

10. REPRODUCTION OF CONTRACT DOCUMENTS WILL NOT BE ACCEPTED

AS SHOP DRAWINGS.

GENERAL NOTES

DELEGATED DESIGN ITEMS:

1. EMPLOY OR RETAIN A LICENSED PROFESSIONAL ENGINEER IN THE

PROJECT JURISDICTION TO DESIGN AND DETAIL THE FOLLOWING

PERFORMANCE SPECIFIED STRUCTURAL COMPONENTS:

A. UNISTRUT SUPPORTS

2. SEE INDIVIDUAL MATERIAL SECTIONS FOR ADDITIONAL

REQUIREMENTS.

3. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED

BY A PROFESSIONAL ENGINEER REGISTERED IN THE LOCAL

JURISDICTION AND SUBMITTED FOR REVIEW.

EXISTING CONSTRUCTION:

1. ABOVE GROUP, INC. HAS PREPARED THESE PLANS BASED ON A

LIMITED AMOUNT OF FIELD EXPLORATION AND ON THE STRUCTURAL

INFORMATION SHOWN IN DRAWINGS PREPARED BY SHS ASSOCIATES

DATED JULY 2, 1979. THE EXISTING MEMBER SIZES ARE NOTED (E)

AND ARE SHOWN IN THE PLANS. THE CONTRACTOR SHALL FIELD

VERIFY THAT THE EXISTING MEMBERS SHOWN IN THE PLANS MATCH

EXISTING AS BUILT CONDITIONS PRIOR TO PREPARING SHOP

DRAWINGS. IF THE AS BUILT CONDITIONS DO NOT CONFORM TO THE

INFORMATION SHOWN IN THE PLANS, OR IF ANY STRUCTURAL

MEMBER IS FOUND TO BE IN POOR CONDITION, THE CONTRACTOR

SHALL INFORM THE COR OF THE ACTUAL SIZES AND/OR CONDITION.

RE-DESIGN AND ADDITIONAL FRAMING MAY BE REQUIRED IN THAT

CASE.

2. ALL NEW PENETRATIONS THROUGH THE EXISTING FRAMED FLOORS,

ROOFS AND WALLS SHALL BE ACCURATELY LOCATED BY THE

CONTRACTOR. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS

SHOWING ALL PROPOSED OPENINGS AND SHALL SUBMIT THESE FOR

REVIEW AND APPROVAL PRIOR TO CUTTING ANY OPENINGS.

3. NEW PENETRATIONS SHOWN IN THE STRUCTURAL DRAWINGS ARE

PRINCIPAL OPENINGS. THE CONTRACTOR SHALL COORDINATE WITH

THE ARCHITECTURAL, MEP AND TELECOMMUNICATION DRAWINGS

FOR ALL PENETRATIONS.

4. ALL NEW PIPE AND DUCT PENETRATIONS SHALL BE LOCATED BY THE

CONTRACTOR TO AVOID CONCRETE SLAB REINFORCEMENT AND

SUPPORTING MEMBERS UNDER THE SLAB OR ROOF. IF CUTTING OF

ANY REINFORCEMENT OR EXISTING SUPPORTING MEMBER CANNOT

BE AVOIDED, THEN PRIOR TO CUTTING, THE CONTRACTOR SHALL

PREPARE A DETAILED DRAWING SHOWING THE PROPOSED

PENETRATION AND ALL THE AFFECTED REINFORCEMENT AND

SUPPORTING MEMBERS AND SHALL SUBMIT THE DRAWING TO THE

COR FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL NOT

CUT ANY REINFORCEMENT OR MEMBER WITHOUT THE PRIOR

APPROVAL OF ENGINEER.

*WARNING* PRECAST CONCRETE JOISTS HAVE PRESTRESSED

STRANDS. SERIOUS HAZARDS AND DAMAGE CAN RESULT FROM A

STRAND BEING CUT.

DESIGN CODES:

VA DESIGN MANUAL STRUCTURAL:

PG-18-10 (OCTOBER 1, 2022 REV JULY 1, 2023)

VA SEISMIC DESIGN REQUIREMENTS:

H18-8 (JULY 1, 2023 REV NOVEMBER 1, 2024)

INTERNATIONAL BUILDING CODE:

IBC 2024

INTERNATIONAL EXISTING BUILDING CODE:

IEBC 2024

MINIMUM BUILDING DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES:

ASCE 7-22

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:

ACI 318-19

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS:

AISC 14TH EDITION 360-22

SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS:

AISC 341-22

DESIGN CRITERIA:

RISK CATEGORY IV

FLOOR LIVE LOADS:

ADMINISTRATIVE SERVICES, OFFICE AREAS 80 PSF

CLINICAL AND SUPPORT SERVICES 80 PSF

CORRIDOR 100 PSF

LIGHT STORAGE 125 PSF

SUPPLY SERVICE STORAGE 150 PSF

MECHANICAL ROOMS 150 PSF

PARTITIONS 20 PSF

(NOT REQUIRED WITH LIVE LOAD OF 100 PSF OR HIGHER)

EQUIPMENT LOADS AND LAYOUT BASED ON EQUIPMENT DRAWING FOR

REVOLUTION APEX ELITE POWER PRO BY GE DATED 3/31/2025.

SEISMIC DESIGN DATA:

EQUIVALENT LATERAL FORCE PROCEDURE

SOIL SITE CLASS ASSUMED 'D'

SEISMIC DESIGN CATEGORY A

SEISMIC IMPORTANCE FACTOR, Ie = 1.5

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Ss = 0.063g S1 = 0.029g

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds = 0.056g Sd1 = 0.041g

POST-INSTALLED ANCHORS:

1. DRILL AND INSTALL POST-INSTALLED ANCHORS ACCORDING TO

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER

MANUFACTURER'S ON-SITE TRAINING.

2. ALL INSTALLERS OF POST-INSTALLED ANCHORS SHALL BE ACI/CRSI

ADHESIVE ANCHOR INSTALLER CERTIFIED. SUBMIT CERTIFICATES FOR

RECORD.

3. ALL POST-INSTALLED ANCHORS SHALL MEET ICC-ES COMPLIANCE

FOR EACH TYPE OF APPLICATION.

4. SUBMIT PRODUCT INFORMATION AND ICC-ES EVALUATION REPORT

FOR EACH ANCHOR.

5. ALL ANCHOR DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING

CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST

BE RECEIVED FROM ENGINEER PRIOR TO INSTALLATION OF ADHESIVE

ANCHORS IN ALTERNATE CONDITIONS.

A. DRY CONCRETE, UNLESS NOTED OTHERWISE.

B. CONCRETE TEMPERATURE AT TIME OF INSTALLATION MUST BE

BETWEEN 14° F AND 104° F. SEE MANUFACTURER’S PRINTED

INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE

TIMES.

C. ANCHOR HOLES TO BE HAMMER DRILLED.

D. ANCHOR HOLES TO BE CLEANED PER MANUFACTURER’S PRINTED

INSTALLATION INSTRUCTIONS PRIOR TO ADHESIVE INJECTION.

E. ANCHORS/POST-INSTALLED REINFORCING SHALL NOT BE LOADED

UNTIL CONCRETE OR GROUT HAS BEEN ALLOWED TO CURE FOR

21 DAYS AND/OR HAS ATTAINED 70% OF ITS DESIGN STRENGTH.

6. ALL POST-INSTALLED ANCHORS IN CONCRETE SHALL BE SUITED FOR

USE IN SEISMIC AND CRACKED CONCRETE APPLICATIONS.

7. ADHESIVE ANCHORS IN CONCRETE SHALL BE HILTI HIT HY-200, OR

APPROVED EQUAL.

8. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ2,

OR APPROVED EQUAL.

9. PROVIDE STANDARD AISC HOLES IN ALL STEEL MEMBERS RECEIVING

POST-INSTALLED ANCHORS. IF OVERSIZED HOLES ARE PROVIDED TO

EASE INSTALLATION OF THE ANCHORS, A PLATE WASHER (1/4"X2"X2")

WITH AN AISC STANDARD HOLE SHALL BE INSTALLED AND 1/8" FILLET

WELDED (ALL AROUND) TO THE MEMBER.

10. ALL ANCHORS AND REINFORCING SHALL BE INSTALLED IN

ACCORDANCE WITH THE SPACING AND EDGE DISTANCES SHOWN IN

THE DRAWINGS. THE CONTRACTOR SHALL INFORM THE COR PRIOR

TO INSTALLING THE ANCHORS IF THE SPACING AND EDGE DISTANCES

SHOWN IN THE DRAWINGS CANNOT BE ACHIEVED. IF THIS IS THE

CASE, RE-DESIGN MIGHT BE REQUIRED AND THE ANCHORS SHOULD

NOT BE INSTALLED UNTIL APPROVAL HAS BEEN PROVIDED BY THE

ENGINEER.

11. DO NOT CUT ANY REINFORCING UNLESS IT IS SPECIFICALLY

INDICATED IN THE DRAWINGS OR IS APPROVED BY THE ENGINEER.

12. POST INSTALLED ANCHORS AND REINFORCING SHALL ONLY BE USED

WHERE SPECIFIED IN THE CONTRACT DRAWINGS. THE CONTRACTOR

SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO INSTALLING

POST INSTALLED ANCHORS WHERE CAST-IN PLACE ANCHORS ARE

MISSING, MISPLACED OR DAMAGED.

13. *WARNING* PRECAST CONCRETE JOISTS HAVE PRESTRESSED

STRANDS. SERIOUS HAZARDS AND DAMAGE CAN RESULT FROM A

STRAND BEING CUT. ATTACHING TO THE UNDERSIDE OF CONCRETE

JOISTS IS NOT PERMITTED AND SLAB SHALL BE GPR SCANNED TO

AVOID CUTTING STRANDS PRIOR TO INSTALLATION OF ANY POST

INSTALLED BOLTS AND ANCHORS.

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT, ADJUSTMENT

A/E ARCHITECT/ENGINEER

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE

ANCH ANCHOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA ENGINEERED WOOD ASSOCIATION

APRX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT(URAL)

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWC AMERICAN WOOD COUNCIL

AWPA AMERICAN WOOD PROTECTION AGENCY

AWS AMERICAN WELDING SOCIETY

AVG AVERAGE

B BOTTOM

B/ BOTTOM OF

B-B BACK-TO-BACK

BAL BALANCE

BEL BELOW

BF BRACED FRAME

BLDG BUILDING

BLK(G) BLOCK(ING)

BM BEAM

BOT BOTTOM

BP BASE PLATE, BEARING PLATE

BR BRACE(ING)

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BSMT BASEMENT

BT BENT

BTWN BETWEEN

BYD BEYOND

C STEEL CHANNEL

CAIS CAISSON

CALC CALCULATION

CANT CANTILEVER

CAP CAPACITY

C-C CENTER-TO-CENTER

CE CONCRETE ENCASED

CFM COLD FORMED METAL

CHAM CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL/CONTRACTION JOINT

CL CENTERLINE, COLUMN LINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINED

COMP COMPOSITE

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COV COVER

CP CAP PLATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSK COUNTERSUNK

CTR CENTER(ED)

CY CUBIC YARD

CYL CYLINDER

d PENNY (AS IN NAIL, Id)

DBL DOUBLE

DD DESIGN DEVELOPMENT

DEF DEFLECTION

DEG DEGREE

DEMO DEMOLITION/DEMOLISH

DEPR DEPRESS(ED)/DEPRESSION

DET(S) DETAIL(S)

DEV DEVELOP/DEVELOPMENT

DIA DIAMETER

DIAG DIAGONAL

DIM(S) DIMENSION(S)

DIR DIRECTION

DK DECK

DL DEAD LOAD

DN DOWN

do DITTO

DP DEEP

DWG(S) DRAWING(S)

DWL DOWEL

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT/EMBEDDED

ENGR ENGINEER

EO EDGE OF

EOD EDGE OF DECK

EOM EDGE OF MASONRY

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

STRUCTURAL ABBREVIATIONS

ES EACH SIDE

EXCAV EXCAVATE/EXCAVATION

EXP EXPANSION

EXT EXTERIOR

EXIST EXISTING

EW EACH WAY

F/ FACE OF

FAB FABRICATE

FB FLAT BAR

FBO FURNISHED BY OTHERS

FDN FOUNDATION

FFE FINISHED FLOOR ELEVATION

FIN FINISH(ED)

FL(R) FLOOR

FLG FLANGE

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIREPROOFING

FRMG FRAMING

FRP FIBER-REINFORCED POLYMER

FRT FIRE RETARDANT TREATED

FS FAR SIDE

FT FEET

FTG FOOTING

FUT FUTURE

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZE(D)

GB GRADE BEAM

GC GENERAL CONTRACTOR

GLB GLUE LAMINATED BEAM

GR GRADE

GYP GYPSUM

HD HEAVY DUTY

HDR HEADER

HEF HORIZONTAL EACH FACE

HGR HANGER

HI HIGH

HIF HORIZONTAL INSIDE FACE

HK HOOK(ED)

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

H&V HORIZONTAL & VERTICAL

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING COUNCIL

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IF INSIDE FACE

IFC ISSUE FOR CONSTRUCTION

IN INCH

INCL INCLUDE(D)(ING)

INFO INFORMATION

INSTL INSTALL/INSTALLATION

INSUL INSULATION

INT INTERIOR

INV INVERT(ED)

JST(S) JOIST(S)

JT JOINT

k KIP (THOUSAND POUNDS)

KB KNEE BRACE

KSI KIPS PER SQUARE INCH

LB, # POUND

LDGR LEDGER (BOARD)

LEN LENGTH

LG LONG

LL LIVE LOAD

LLBB LONG LEGS BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOCN LOCATION

LONGIT LONGITUDINAL

LP LOW POINT

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSL LONG SLOTTED HOLE,

LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

LW LONG WAY

LWC LIGHT WEIGHT CONCRETE

M MOMENT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL & PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MPH MILES PER HOUR

MTL METAL

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

O-O OUT-TO-OUT

OPG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OSL OUTSTANDING LEG,

ORIENTED STRAND LUMBER

OVS OVERSIZED HOLE

PAF POWDER ACTUATED FASTENER

PC PRECAST CONCRETE, PIECE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PREFAB PREFABRICATE(D)

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PMF PREMOLDED FILLER

PROJ PROJECT(ION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESERVATIVE-TREATED,

POST-TENSIONED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RCMU REINFORCED CONCRETE MASONRY UNIT

RCSC RESEARCH COUNCIL ON STRUCTURAL

CONNECTIONS

RD ROOF DRAIN

RDK ROOF DECK

REF REFERENCE

REINF REINFORCE(D)/REINFORCEMENT

REQ(D) REQUIRE(D)

RET RETAINING

REV REVISE(D)/REVISION

RO ROUGH OPENING

RQMT(S) REQUIREMENT(S)

RTU ROOFTOP UNIT

RXN REACTION

SAN SANITARY

SC SLIP-CRITICAL (CONNECTION)

SCHED SCHEDULE

SECT SECTION

SD STORM DRAIN

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT

SHRG SHORING

SHTHG SHEATHING

SIM SIMILAR

SL SLOPE(D)

SLBB SHORT LEGS BACK TO BACK

SLV SLEEVE

SOD SLAB ON DECK

SOG SLAB ON GRADE

SPA SPACE(S)/SPACING

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

SSL SHORT SLOTTED HOLE

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUC STRUCTURAL

SUPT SUPPORT

SW SHORT WAY, SHEAR WALL

SYM SYMMETRICAL

T TOP

T/ TOP OF

T&B TOP AND BOTTOM

TB TRUSS BEARING

TC TERRA COTTA

TEMP TEMPORARY,TEMPERATURE

T&G TONGUE AND GROOVE

THD THREAD(ED)

THK THICK(NESS)

TMS THE MASONRY SOCIETY

TOS TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

U-P UNDERPINNING

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL INSIDE FACE,

VERIFY IN FIELD

VOF VERTICAL OUTSIDE FACE

VR VAPOR RETARDER

W/ WITH

W/O WITHOUT

WD WOOD

WI WROUGHT IRON

WP WORK POINT, WATERPROOFING

WT WEIGHT

WWF WELDED WIRE FABRIC

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG

∅ DIAMETER

± PLUS OR MINUS

ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

VA Project No.

AG Project No.

A u to d e s k D o c s /V

A M

C

B a y P in e s /0

B a y P in e E

D C

T R

S .r v t

/3

/2

:2

:1

A

M

S-001

GENERAL NOTES AND

ABBREVIATIONS

AE Site Prep for ED CT Replacement

BAY PINES VA

0124034

MAY 1, 2025 RAS SLS

100% CONSTRUCTION

DOCUMENTS

516-CSI-142

SHEET LIST

Sheet Number Sheet Name

S-001 GENERAL NOTES AND ABBREVIATIONS

SS101 FIRST FLOOR FRAMING PLAN

SS102 FIRST FLOOR INTERSTITIAL FRAMING PLAN

S-301 DETAILS AND SECTIONS

5 6 7 8

E

F.2

TOILET/DRESS

1E222E

CONTROL

1E222B

RAD EXAM

1E274B

DRESS

1E222D

ER EXAM

1E224A

F.1

(E

(E

1'

(E

22' - 10" (E)22' - 10" (E)22' - 10" (E)

E.5

CT SCAN ROOM

1E222A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

VA Project No.

AG Project No.

A u to d e s k D o c s /V

A M

C

B a y P in e s /0

B a y P in e E

D C

T R

S .r v t

/3

/2

:2

:1

A

M

SS101

FIRST FLOOR FRAMING PLAN AE Site Prep for ED CT Replacement

BAY PINES VA

0124034

MAY 1, 2025 RAS SLS

100% CONSTRUCTION

DOCUMENTS

516-CSI-142

CODED NOTES:

GANTRY, 5,900 LBS. BOLTED TO THE EXISTING FIRST FLOOR SLAB WITH POST INSTALLED ANCHORS

PROVIDED BY EQUIPMENT MANUFACTURER, REFER TO EQUIPMENT DRAWINGS FOR ANCHOR BOLT

LAYOUT.

PATIENT TABLE, 1,500 LBS. BOLTED TO THE EXISTING FIRST FLOOR SLAB WITH POST INSTALLED

ANCHORS PROVIDED BY EQUIPMENT MANUFACTURER, REFER TO EQUIPMENT DRAWINGS FOR

ANCHOR BOLT LAYOUT.

SYSTEM CABINET, 410 LBS.

UPS, 610 LBS.

POWER DISTRIBUTION UNIT, 1075 LBS.

STORAGE CABINET, 150 LBS.

DRAWING NOTES:

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

1. TOP OF FIRST FLOOR IS 14.00' (DATUM 0.00').

2. EXISTING FIRST FLOOR IS A 10" THICK REINFORCED TWO-WAY FLAT PLATE CONCRETE SLAB. THE

CRAWL SPACE BELOW HAS BEEN INFILLED WITH SOIL.

3. CONTRACTOR TO CONFIRM FLOOR AREA AROUND GANTRY AND PATIENT TABLE MEETS THE

MANUFACTURER'S FLOOR LEVELNESS CRITERIA OF 1/4" / 10'-0" PRIOR TO INSTALLING EQUIPMENT. IF FLOOR DOES NOT MEET THE REQUIREMENT, THE TOP SURFACE WILL NEED TO BE ROUGHENED AND

PATCHED WITH LEVEL TOPPING CONCRETE, SIKA LEVEL 425.

4. CONTRACTOR TO GPR SCAN FIRST FLOOR SLAB PRIOR TO INSTALLING POST INSTALLED ANCHORS.

IF REBAR IS INDICATED WHERE A POST INSTALLED ANCHOR IS TO BE LOCATED, CONTRACTOR TO SUBMIT AN RFI PER GENERAL NOTES. EQUIPMENT MAY NEED TO BE SLIGHTLY RELOCATED TO AVOID

CUTTING EXISTING REBAR.

1/4" = 1'-0"

FIRST FLOOR FRAMING PLAN

N.T.S.

KEYPLAN 1ST FLOOR

5 6 7 8

E

F.2

CT SCAN ROOM

1E222A

TOILET/DRESS

1E222E

CONTROL

1E222B

RAD EXAM

1E274B

DRESS

1E222D

ER EXAM

1E224A

F.1

(E

1'

(E

22' - 10" (E)22' - 10" (E)22' - 10" (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

W6X8.5 (E)

7' - 8" (E)7' - 6" (E)7' - 8" (E)6 1/2" (E)

TYPICAL HANGER ROD SPACING

TYPICAL SUBPURLIN SPACING

1' - 1 3/4" (E) 4 EQ SPACES AT 2' - 3 1/2" = 9' - 2" (E) 2' - 2 1/2" (E) 4 EQ SPACES AT 2' - 3 1/2" 9' - 2" (E) 1' - 1 3/4" (E)

6'

(E

1'

1"

E

4'

(E

6'

(E

6'

(E

6'

(E

6'

(E

6'

(E

6'

(E

4'

(E

1'

(E

3'

(E

13' - 1 1/2"

0".

5/ S-301

1/ S-301

4/ S-301

4/ S-301

4/ S-301

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

VA Project No.

AG Project No.

A u to d e s k D o c s /V

A M

C

B a y P in e s /0

B a y P in e E

D C

T R

S .r v t

/3

/2

:2

:1

A

M

SS102

FIRST FLOOR INTERSTITIAL

FRAMING PLAN

AE Site Prep for ED CT Replacement

BAY PINES VA

0124034

MAY 1, 2025 RAS SLS

100% CONSTRUCTION

DOCUMENTS

516-CSI-142

CODED NOTES:

CAMERA SUPPORTED BY CEILING PLATE PROVIDED BY EQUIPMENT MANUFACTURER TO (2) 7 1/2"x7 1/2"x1/2" THICK PLATES AND (4) 3/8" DIA. THREADED RODS TO P1001 UNISTRUT FRAME PROVIDED BY

CONTRACTOR FRAMED TO INTERSTITIAL STEEL BEAMS. COORDINATE LOCATION AND HOLES

REQUIRED IN PLATE WITH EQUIPMENT DRAWINGS. ADDITIONAL (4) 2'-0" LONG P1001 FOR JUNCTION

PLATE CEILING SUPPORT TO BE PROVIDED BY CONTRACTOR. REFER TO DETAIL SIM.

MEDRAD INJECTOR SUPPORTED BY (2) 15"x15"x1/2" THICK PLATES AND (4) 1/2" DIA. THREADED RODS TO P1001 UNISTRUT FRAME PROVIDED BY CONTRACTOR FRAMED TO INTERSTITIAL STEEL BEAMS.

COORDINATE LOCATION AND HOLES REQUIRED IN PLATE WITH EQUIPMENT DRAWINGS. REFER TO

DETAIL .

MONITOR SUPPORTED BY (2) 15"x15"x1/2" THICK PLATES AND (4) 1/2" DIA. THREADED RODS TO P1001

UNISTRUT FRAME PROVIDED BY CONTRACTOR FRAMED TO INTERSTITIAL STEEL BEAMS.

COORDINATE LOCATION AND HOLES REQUIRED IN PLATE WITH EQUIPMENT DRAWINGS. REFER TO

DETAIL .

BARIATRIC PATIENT LIFT, MAXIMUM LOAD OF 770 LBS. SUPPORTS TO BE PROVIDED BY

MANUFACTURER, REFER TO DETAIL WITH UNISTRUT MOUNTED TO TOP OF INTERSTITIAL

BEAMS. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS.

DRAWING NOTES:

NN

0 2' 4' 8' 12'

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

FIRST FLOOR INTERSTITIAL FRAMING PLAN

1. TOP OF INTERSTITIAL FLOOR DECK IS 10.75' ABOVE FIRST FLOOR (DATUM 0.00').

2. EXISTING INTERSTITIAL FLOOR FRAMING IS 2" POURED GYPSUM REINFORCED WITH SUBPURLINS

COMPRISED OF GAGE WIRE AND GAGE ANGLES WITH A 1/2" FORMBOARD, REFER TO BEAMS ON PLAN

AND DETAIL .

N.T.S.

KEYPLAN 1ST FLOOR

EXISTING PRECAST

CONCRETE JOIST

EXISTING CONCRETE SLAB AND

CONCRETE TOPPING

NOTE:

HANGER RODS SHALL ONLY TO ATTACH TO SIDE OF PRECAST CONCRETE

JOISTS/BEAMS DUE TO THE PRESTRESSED STRANDS IN THE BOTTOM OF THE

CONCRETE JOISTS/BEAMS.

*WARNING* PRECAST CONCRETE JOISTS AND BEAMS HAVE PRESTRESSED

STRANDS. SERIOUS HAZARDS/DAMAGE CAN RESULT FROM A STRAND BEING CUT.

CLIP ANGLE BENT TO

MATCH FACE OF JOIST

3/8" MIN. DIA. EXPANSION

BOLT

3/8" THREADED ROD

Pmax=2000 lbs

3/

4"

E

EXISTING CONCRETE SLAB

3/

4"

E

3/8" THREADED ROD

Pmax=140 lbs

HILTI HDI-P TZ DROP

IN ANCHOR

NOTE:

DETAIL MAY ALSO APPLY TO THE BOTTOM OF CONCRETE BEAMS.

EXISTING PRECAST

CONCRETE JOIST

EXISTING CONCRETE SLAB

EXISTING STEEL BEAM,

REFER TO PLAN

EXISTING POURED GYPSUM ON

SHEET ROCK FORMBOARD

INTERSTITIAL T.O.S.

SEE PLAN

3/4" DIA. THREADED ROD,

WELDED TO TOP STEEL PLATE

AND THROUGH BOLTED TO

ANGLE ABOVE

2"

E

1/ 2"

E

4"

E

1/

2"

E

EXISTING STEEL WELD CLEAT

PLATE, WELDED TO BEAM

6" (E)

1/

2"

E

5"

E

1/ 2"

E

5" (E)

EXISTING STEEL PLATE,

WELDED TO BEAM

EXISTING SUBPURLINS,

WELDED TO STEEL WELD

CLEAT PLATE

2"

E

EXISTING L4"x4"x3/4" x 2'-0"

LONG ANGLE AT EACH

THREADED ROD

(2) 3/4" DIA. THRU BOLTS

1/

2"

E

1/

2"

E

UNISTRUT P1001, REFER TO PLAN

EXISTING STEEL BEAM,

REFER TO PLAN

EXISTING POURED GYPSUM ON

SHEET ROCK FORMBOARD

INTERSTITIAL T.O.S.

SEE PLAN

(4) THREADED RODS THROUGH BOLTED TO

PLATE BELOW, PROVIDE HEAVY HEX NUTS,

LOCK WASHERS, AND P3000 SERIES NUT IN

UNISTRUT, REFER TO PLAN FOR ROD DIA.

AND MANUFACTURER'S REQUIREMENTS FOR

LOCATIONS

2"

E

1/ 2"

E

EXISTING STEEL WELD CLEAT

PLATE, WELDED TO BEAM

EXISTING SUBPURLINS,

WELDED TO STEEL WELD

CLEAT PLATE

PROVIDE BOLTS PER

MANUFACTURER'S REQUIREMENTS

STEEL PLATE, REFER TO PLAN

MEDICAL EQUIPMENT, REFER TO

MANUFACTURER'S DRAWINGS

UNISTRUT P2786 INVERTED CLAMP

1 1/2" MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

VA Project No.

AG Project No.

A u to d e s k D o c s /V

A M

C

B a y P in e s /0

B a y P in e E

D C

T R

S .r v t

/3

/2

:2

:1

A

M

S-301

DETAILS AND SECTIONS AE Site Prep for ED CT Replacement

BAY PINES VA

0124034

MAY 1, 2025 RAS SLS

100% CONSTRUCTION

DOCUMENTS

516-CSI-142

N.T.S.

SECURE HANGING RODS IN CONCRETE AT

PRECAST JOISTS

N.T.S.

SECURE HANGING RODS IN CONCRETE AT SLAB

N.T.S.

BARIATRIC PATIENT LIFT DETAIL

N.T.S.

TYPICAL EXISTING INTERSTITIAL SPACE FRAMING DETAIL

N.T.S.

EQUIPMENT UNISTRUT FRAME IN INTERSTITIAL SPACE DETAIL

CT SCAN

ROOM

1E210B

CLOSET

1E210

9.23

CONTROL

ROOM

1E210C

A401

A401

A4

A401

A4

210C

W1 S1.0-L

2'-4"

ALIGN

X-L

X-LX-L

AN

TE

R O

O M

1.03

1.03

1.03

1.03

1.03

2.51

2.52

2.52

2.53

2.56

2.59

2.59

2.52

2.58

2.52

2.53

2.58

2.59

2.58

2.59

2.55

2.55

2.05

1.03

1.03

1.03

1.03

1.03

AN

TE

R O

O M

8'-10"

9'-0"

8'-6"

ACT-2

ACT-2

1E210C

1E210

1E210B

12.04

13' - 1 1/2"3' - 0 5/8"

3'

3" 1'

3/ 4"

12' - 8 3/4"

4'

0"

10' - 6"6' - 0"

1'

1/

2" 6'

1/ 2"5' - 0"

5'

1/

8"

1' - 3 3/4"

ACT-1

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture Supply Air Diffuser

Return Air Grille(ACT-1) 2' x 2' acoustical tile ceiling

Exhaust Air Grille (ACT-2) 2' x 2' acoustical tile ceiling

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

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

X3145

M4255

M8826

M3070

E0954

M3150

M8810

X2100

E0945

M8825

F0340

F0360

CT SCAN

ROOM

1E210B

CONTROL

ROOM

1E210C

CLOSET

1E210

X6241

X6197

X6196

X6198

A1200

SYSTEM CABINET

SYSTEM UPS

SYSTEM POWER

DISTRIBUTION UNIT

SYSTEM MAIN

DISCONNECT

PANEL

SYSTEM STORAGE

CABINET

SYSTEM CONSOLE

SYSTEM INJECTOR

CONTROL

10'-2"

7' -6

6'

0"

16.5°

6' - 4 5/8"A5106

A5077

A5075 A5080

12.04

A5105

S1.0-L

4 7/8"

9.21

9.02

9.80

7.82

7.82

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

9.19

LEAD-LINED PER

PHYSICIST REPORT

REQUIREMENTS

SCANNER

ROOM SIDE

X-L

7.82

LEAD-LINED PER

PHYSICIST REPORT

REQUIREMENTS

2.03

9.19 SCANNER

ROOM SIDE

5/8"VARIES

3"

A101

Sim

A101

Sim

5/8" VARIES 5/8"

STUD, PER PARTITION TYPE

CONTINUOUS LEAD STRIP, FULL HEIGHT

AT EVERY LEAD-LINED BOARD JOINT TO

EXTEND MIN 1" PAST LEAD BACKING

EDGES ALL SIDES, TYPICAL EVERY JOINT

INCLUDING INSIDE AND OUTSIDE

CORNERS

5/8" LEAD-LINED GYPSUM BOARD

EMBED 5/16" DIA. LEAD DISC TO

COVER HEAD OF EVERY THRU-LEAD

FASTENER, INCLUDING ALL LEAD

LINED BOARD FIELD AND EDGE

FASTENER LOCATIONS

NOTES:

1. ALL LEAD COMPONENTS ARE TO MATCH OR EXCEED LEAD

BACKING THICKNESS.

2. LEAD LINE ALL BACK BOXES AND OTHER PENETRATIONS OF THE

LEAD BACKING.

M

IN1"

5/8" VARIES 5/8"

STUD, PER PARTITION TYPE

CONTINUOUS LEAD STRIP, FULL HEIGHT

AT EVERY LEAD-LINED BOARD JOINT TO

EXTEND MIN 1" PAST LEAD BACKING

EDGES ALL SIDES, TYPICAL EVERY JOINT

INCLUDING INSIDE AND OUTSIDE

CORNERS

5/8" LEAD-LINED GYPSUM BOARD

NOTES:

1. ALL LEAD COMPONENTS ARE TO MATCH OR EXCEED LEAD

BACKING THICKNESS.

2. LEAD LINE ALL BACK BOXES AND OTHER PENETRATIONS OF THE

LEAD BACKING.

M

IN1"

Scale: 1/4" = 1'-0"3 Reflected Ceiling Plan

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

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

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

ARCHITECT/ENGINEER OF RECORD

www.abovegroupinc.com COA/CA Lic. No. 31120

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

PH: 321.345.9026

4/

/2

8:

:5

AM

B100 ED Room 1E210 CT Replacement

5/1/2025

PLANS AND DETAILS

A101

JWJC

516-CSI-142

VAMC, Bay Pines, FL

B100

100% CONSTRUCTION

DOCUMENTS

24127.00

Scale: 1/4" = 1'-0"2 Floor Plan

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. Provide steel backing. No wood blocking or fire retardant treated wood blocking.

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

1.03 Level IV ICRA barrier system. Temporary NFPA 241-compliant plastic or hard-wall critical barrier system.

2.03 Existing wall to remain.

2.05 Remove existing plumbing fixture. Refer to mechanical

drawings for details.

2.51 Remove existing frame.

2.52 Remove existing door, frame and hardware.

2.53 Remove existing interior window.

2.55 Remove all existing casework/countertops.

2.56 Remove existing wall board to prepare for new lead lined gypsum wallboard installation.

2.58 Remove existing suspended ceiling grid and tiles. Refer to MEP drawings for related ceiling items.

2.59 Remove existing floor finish and wall base. Prepare for new finishes.

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

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

9.19 5/8" type "X" gypsum board. Lead-lined up to min physicist-required height and 5/8" type "X" gypsum board above.

9.21 5/8" Type "X" gypsum board.

9.23 Lead-lined gypsum board and radiation shielded windows, doors and frames, full perimeter of room. Refer to physicist report requirements.

9.80 Acoustic insulation.

12.04 Cubicle curtain track (CT-1) and curtain (FAB-1), provided and installed by contractor. Refer to finish legend for details.

NOTES

GENERAL 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. Unused hardware shall be turned over to Owner. Box hardware before giving 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 via the RFI process.

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 finish materials where existing finish is indicated to be removed.

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

A. Provide steel backing. No wood blocking or fire retardant treated wood blocking.

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.

GENERAL NOTES - RCP

GENERAL NOTES - DEMOSYMBOLS LEGEND

Scale: 1/4" = 1'-0"5 Equipment Plan

N N.T.S.Scale:

KEYPLAN 1ST FLOOR

EQUIPMENT SCHEDULE

Tag Description Supplier / Installer

A1200 Ceiling Mounted Patient Lift System VC A5075 A5075 - Dispenser, Soap, Disposable VV A5077 A5077 - Dispenser, Hand Sanitizer, Hands-Free VV A5080 A5080 - Dispenser, Paper Towel, SS, Surface Mounted VV A5105 A5105 - Waste Disposal Unit, Sharps, Container Shield VV A5106 A5106 - Waste Disposal Unit, Sharps with Glove Dispenser VV E0945 M8910 - Cart, Surgical Case VV E0954 E0954 - Cart, Emergency, Mobile, 66H x 52W x 22D VV F0340 M5030 - Stool, Surgeon, Revolving VV F0360 F0355 - Footstool, Straight VV M3070 M3070 - Hamper, Linen, Mobile, with Lid VV M3150 M3150 - Distribution System, Medication, Automatic VV M4255 M4255 - Stand, IV, Adjustable VV M7490 M7490 - Light, Surg, Ceiling Mtd, Dual, Unequal Dia Heads 2 VC M7801 M7801 - Monitor, Medical Grade 26in - 42in 2 VC M7801 M7801 - Monitor, Medical Grade 26in - 42in 2 VC M8810 M8810 - Stand, Mayo 2 VV M8825 M8825 - Table, Instrument-Dressing, CRS, approx. 36x20x34 2 VV M8826 M8840 - Table, Back, Instrument-Dressing 2 VV M8830 M8830 - Table, Instrument-Dressing, Mobile VV X2100 X2106 - Scanner, Ultrasound, Intra-Cardiac, Echo VC X3145 X3145 - Screen, X-Ray, Protective, Mobile VV X6196 Injector on Boom VC X6197 Monitor on Boom VC X6198 Patient Position Monitor, Ceiling Mounted VC X6241 CT Unit VC

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

2' 4' 8'0

2"0 1/4" = 1'-0"

4' 8' 16'0

2"0 1/8" = 1'-0"

4' 8' 16'0

2"0 1/8" = 1'-0"

4' 8' 16'0

2"0 1/8" = 1'-0"

Wall Types

Radiation Shielding Detail

WSV-1

ROOM

1E210B

CONTROL

ROOM

1E210C

CLOSET

1E210

RB-1

P-1

P-1

P-1

WSV-1

LVT-1

12'

12'

6'

CG-1

WP-1

WELDING

SEAM

P-3

9.16

9.16

12.34

CG-1

2'

" A

.F .F

4"

2'-1"

1/

4"

9.60

12.05

Drawer

B1B8

Sink

4"

3"

1"

2'

" A

.F .F

4"

2'-1"

1/

4"

4" 2'

-4

/4

1"

1'-1" 3" 8"

12.05

C1

2'

" A

.F .F

4"

2'-1"

4"

12.32

12.05

12.34

9"

W1

1'-2"

26.01

C2

3'

0" A

.F .F

4"

2'-7"

4"

12.32

12.05

12.34

T1

2'-0"

9.60

6.28

6.24

6.27

6.25

4"

3"

SCHEDULED

CEILING

4"

SE

E

EL

EV

AT

IO

N

S

SE

E

EL

EV

AT

IO

N

S

6.25

6.24

6.28

6.27

6.25

6.25

6.24

6.28

6.27

12.06

6.25

6.25

SE

E

EL

EV

AT

IO

N S

SE

E

EL

EV

AT

IO

N S

4"

6.22

SCHEDULED

CEILING

12.07

15' - 2"

3' -0

210C

C2

P-1

SS-1

WSV-1

W1

12.34 12.07

M3150 T1T1

2' - 8" 2' - 6" 2' - 6" 2' - 6" 2' - 0" 2' - 0"

P-1

WP-1

4' -0

WSV-1

2" FILLER 2' - 6" 2' - 6" 2' - 6" 2' - 6"

B8 B1 B1 C1 CG-1

W1 W1 W1 W1

2'

2'

0" 2'

6"

1'

6" A5075

A5080

P-1

WP-1

WSV-1

4' -0

A5077

A5106

A5105

210C

4' -0

P-1

WP-1

WSV-1

12.04

E0954 X3145

W1

4' -0

P-1

WP-1

WSV-1M8826 E0945 E0954

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

Aluminum top cap

Resilient sheet vinyl integral wall base

Bonded puncture-proof aluminum reinforcement cove former

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

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

ARCHITECT/ENGINEER OF RECORD

www.abovegroupinc.com COA/CA Lic. No. 31120

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

PH: 321.345.9026

4/

/2

8:

:5

AM

B100 ED Room 1E210 CT Replacement

5/1/2025

INTERIOR FINISHES PLAN AND

LEGEND

A401 DesignerApprover

516-CSI-142

VAMC, Bay Pines, FL

B100

100% CONSTRUCTION

DOCUMENTS

24127.00

A. Finish tags under room name tag denotes finishes in room to receive noted material. Accent finishes to be noted on plans otherwise.

B. All hollow metal doors and frames to receive paint (P-2); unless noted otherwise.

C. All wall protection (WP-1) to be 4' A.F.F; unless noted otherwise.

D. All diffusers and vents to be painted to match adjacent wall/ceiling finish. Verify color with architect in field.

E. All casework to be (PL-1). All countertops to be (SS-1); unless noted otherwise. Contractor to field verify all measurements for casework before production.

F. All walls to be painted P-1 unless noted otherwise.

G

Provide resilient base (RB-1) at all casework toe kicks. Flooring to be installed underneath all casework. Contractor to field measure all casework dimensions before production.

H. Provide vinyl transition strips at all flooring material juntures. Material transitions, where applicable, occur at center of door panel. Refer to floor transition details for typical floor material transitions.

6.22 Plastic laminate base cabinet.

6.24 Adjustable shelf w/steel support pegs.

6.25 Plastic laminate over 3/4" plywood substrate.

6.27 Wire pull, aluminum.

6.28 Concealed hinge.

9.16 Provide 6"h welded sheet flooring (wsf-1) integral wall

base, with top cap.

9.60 Resilient base. See Room Finish Schedule.

12.04 Cubicle curtain track (CT-1) and curtain (FAB-1), provided and installed by contractor. Refer to finish legend for details.

12.05 Solid surface over 3/4" substrate, 1/4" eased edge, 4"h backsplash.

12.06 Solid surface integral sink (ss-2). Refer to finish legend for details.

12.07 Cable management tray.

12.32 Wire management grommet. Coordinate exact location

with owner.

12.34 Heavy-duty bracket, install every 48"max.

26.01 Light fixture. See Electrical Drawings.

PLAN NOTES

GENERAL FINISH PLAN NOTES

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

N.T.S.Scale:

Casework Sections

Scale: 1/4" = 1'-0"2 Control Room 1E210C

6 5 4 3

FINISH LEGEND

Tag Finish Type Manufacturer Product Description

06 41 16 Architectural Cabinets PL-1 High pressure Laminate Wilsonart Uptown Walnut 7071K-12 09 51 00 Acoustical Ceiling Tile ACT-1 Acoustical ceiling tile Armstrong Clean room VL 868B, 24” x 24” x 5/8” Thick; smooth, grid: 15/16" Prelude XL/XL

HRC, .050 white, Fire Guard ACT-2 Acoustical ceiling tile Armstrong Fine fissured 1728, 24” x 24” x 5/8” Thick, grid: 15/16" Prelude XL/XL HRC, .050 white, Fire Guard 09 65 13 Resilient base & Accessories RB-1 Rubber wall base Mannington 4"H traditional vinyl with toe, 527 Clay 09 65 16 Resilient Sheet Flooring WSV-1 Welded sheet vinyl flooring Mannington Paradigm, Flow, Color: Exemplar PAR302 09 91 00 Painting P-1 Interior paint (field) Benjamin Moore Custom Mix Coronado Paints - OW135 P-2 Interior paint (door frames) Benjamin Moore HC-86 Kingsport Gray 10 21 23 Cubicle Curtain & Track CT-1 Cubicle Track -- Barrier Free Lifts PRVC Systems cubicle curtain track FAB-1 Cubicle Curtain Arc-Com Dahlia – X AC-33285X Seafoam #6 10 26 00 Wall Protection CG-1 Corner Guard InPro Corp. 150 Surface Mount 90° Full Height, White Sand 0103 WP-1 Rigid sheet vinyl wallcovering InPro Corp.