516-CSI-142 - Bay Pines ED CT_ADD 1.pdf

GENERAL NOTES

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

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.

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.

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.

CONCRETE:

1. CONCRETE, UNLESS OTHERWISE NOTED ON THE PLANS OR

SCHEDULES, SHALL BE NORMAL WEIGHT CONCRETE WITH THE

FOLLOWING 28 DAY COMPRESSIVE STRENGTHS (f'c):

f'c = 4000 PSI, WEIGHT = 145 PCF

ELEVATED SLAB

2. CONCRETE SHALL BE AIR ENTRAINED FOR EXPOSURE CLASS C2 PER

ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE".

3. ALL REINFORCING STEEL SHALL BE CONFORMING TO ASTM

DESIGNATION A615, GRADE 60. ALL REINFORCING STEEL SHALL BE

DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI

SP-66, "ACI DETAILING MANUAL".

4. ALL SPLICES IN REINFORCING SHALL BE CLASS "B" SPLICES IN

ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" EXCEPT AS OTHERWISE NOTED.

5. UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS, PROVIDE

CONCRETE PROTECTION FOR REINFORCING AS FOLLOWS:

A. CAST AGAINST EARTH = 3"

B. EXPOSED TO EARTH OR WEATHER:

1. NO. 6 AND LARGER BARS = 2"

2. NO. 5 AND SMALLER BARS = 1 1/2"

C. NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS = 3/4"

2. BEAMS AND COLUMNS = 1 1/2" TO TIES, STIRRUPS OR SPIRALS

6. OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS ARE PRINCIPAL

OPENINGS. SEE MEP AND ARCHITECTURAL DRAWINGS FOR HOLES IN

SLABS NOT SHOWN.

7. THE GENERAL CONTRACTOR SHALL SUBMIT PLANS SHOWING ALL

PENETRATIONS THROUGH THE FRAMED SLABS. THE OPENINGS

SHALL BE ACCURATELY LOCATED AND DIMENSIONED.

8. NO OPENINGS SHALL BE MADE THROUGH CONCRETE FRAMED

FLOORS OR CONCRETE BEAMS UNLESS THESE ARE SPECIFICALLY

SHOWN ON THE STRUCTURAL DRAWINGS OR ON THE APPROVED

STRUCTURAL SHOP DRAWINGS.

9. CONSTRUCTION JOINTS SHALL HAVE THE SURFACE OF THE FIRST

POUR ROUGHENED TO 1/4" AMPLITUDE, UNLESS OTHERWISE NOTED.

10. THE CONTRACTOR MUST SUBMIT A CONCRETE DESIGN MIX IN

ACCORDANCE WITH ACI 318. SUCH DESIGN MIX SHALL BE

ACCOMPANIED BY THE APPROPRIATE GRAPHS AND BACKGROUND

DATA. CONCRETE DESIGN MIX SHALL INDICATE 7 AND 28 DAY

STRENGTHS, CEMENT CONTENT, WATER-CEMENT RATIO, FINE AND

COARSE AGGREGATES AND ADMIXTURES FOR EACH DESIGN

STRENGTH. THE ADDITION OF WATER AT THE PLANT OR IN THE FIELD

GREATER THAN THE SPECIFIED WATER CONTENT IS STRICTLY

PROHIBITED.

11. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST LOCAL

APPROVED EDITIONS OF THE FOLLOWING ACI AND ASTM

DOCUMENTS:

A. ACI-301 SPECIFICATIONS FOR STRUCTURAL CONCRETE

B. ACI-318 CODE

C. ACI-214 COMPRESSIVE TEST

D. ACI-306 COLD WEATHER

E. ACI SP-66 DETAILING

F. ACI-347 FORMWORK

G. ACI-305 HOT WEATHER

H. ACI-211 PROPORTIONS OF CONCRETE

I. ACI-304 PLACING CONCRETE

J. ASTM C-94 READY-MIX CONCRETE

12. ALL FIELD AND LAB TESTING OF CONCRETE SHALL CONFORM TO THE

LATEST LOCAL APPROVED EDITIONS OF ASTM:

A. ASTM C-31 FIELD CYLINDER SPECIMENS

B. ASTM C-143 SLUMP TEST

C. ASTM C-231 AIR CONTENT (WHEN REQUIRED)

D. ASTM C-39 LAB TESTING CYLINDERS

E. ASTM C-172 SAMPLING FRESH CONCRETE

F. ASTM C-42 HARDENED CORES (WHEN REQUIRED)

TEST RESULTS SHALL BE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE LOCAL

JURISDICTION.

13. ALL FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347, "GUIDE TO

FORMWORK FOR CONCRETE".

FOUNDATIONS:

1. STRUCTURAL FILL:

A. SHALL BE PLACED IN MAXIMUM OF 8" LOOSE LIFT THICKNESS AND

COMPACTED TO 98% OF STANDARD PROCTOR.

B. ON-SITE OR IMPORTED GRANULAR FILLS INCLUDING GW, GP, GM,

SW, SP, ND, SM CLASSIFIED IN ACCORDANCE WITH THE UNIFIED

SOIL CLASSIFICATION SYSTEM (USCS) AND WITHIN 2% OF

OPTIMUM MOISTURE. FURTHERMORE, THE MATERIAL TO BE

UTILIZED AS STRUCTURAL FILL SHOULD HAVE A PLASTICITY INDEX

(PI) LESS THAN 2, SUBJECT TO FINAL APPROVAL BY THE

GEOTECHNICAL ENGINEER.

2. FILL UNDER SLABS ON GRADE SHALL BE COMPACTED TO 98% OF

STANDARD PROCTOR DENSITY. TESTS SHALL BE PERFORMED FOR

EACH LIFT.

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

CONCRETE REBAR MINIMUM SPLICE

LENGTH TABLE (CLASS B)

BAR SIZE

#4 32" 25"

TOP (INCHES) OTHER (INCHES)

#5 40" 31"

#6 48" 38"

#7 70" 53"

#8 80" 61"

#9 90" 70"

NOTE:

1. BASED ON 4,000 PSI NW CONCRETE AND GRADE 60

UNCOATED OR GALVANIZED REINFORCING BAR

2. "TOP" ARE HORIZONTAL BARS LOCATED WHERE MORE THAN

12" OF FRESH CONCRETE IS CAST IN MEMBER BELOW THE

BARS

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 s E

D C

T R

S

.r v t

/1 /2

:5

: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

SD101 FIRST FLOOR DEMOLITION PLAN

SS101 FIRST FLOOR FRAMING PLAN

SS102 FIRST FLOOR INTERSTITIAL FRAMING PLAN

S-301 DETAILS AND SECTIONS

Revisions Date

1 ADDENDUM 1 12/12/2025

5 6 7 8

E

F.2

F.1

E.5

TOILET/DRESS

1E222E

CONTROL

1E222B

RAD EXAM

1E274B

DRESS

1E222D

ER EXAM

1E224A

(E

(E

1'

(E

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

CT SCAN ROOM

1E222A

7'

2' - 4"

#5

B O

T T

O M

10 #5 TOP

B

O T

T O

M

14 #7 TOP

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 s E

D C

T R

S

.r v t

/1 /2

:5

:1

A M

SD101

FIRST FLOOR DEMOLITION 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:

REMOVE PORTION OF EXISTING 10" THICK CONCRETE SLAB TO PERMIT REMOVAL OF EXISTING AND

INSTALLATION OF NEW ELECTRICAL CONDUIT, REFER TO ELECTRICAL DRAWINGS. ADDED

REINFORCEMENT SHOWN ON PLANS IS AS INDICATED ON THE EXISTING CONSTRUCTION

DOCUMENTS IN ADDITION TO #4 AT 10" O.C. BOTTOM MAT EACH WAY. (THICKNESS OF EXISTING SLAB

MAY VARY, ESTIMATE 20" THICK FOR PRICING)

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 DEMOLITION PLAN

N.T.S.

KEYPLAN 1ST FLOOR

Revisions Date

1 ADDENDUM 1 12/12/2025 1

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

7'

2' - 4"

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 s E

D C

T R

S

.r v t

/1 /2

:5

: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.

BELOW SLAB ELECTRICAL CONDUIT, REFER TO ELECTRICAL DRAWINGS.

REPLACE 10" THICK CONCRETE SLAB WITH REINFORCEMENT TO MATCH EXISTING, REFER TO

DEMOLITION PLAN FOR SIZE AND QUANTITY BASED ON EXISTING CONSTRUCTION DOCUMENTS, TO BE CONFIRMED IN FIELD DURING REMOVAL. ANY BARS CUT SHALL BE DOWELED INTO EXISTING SLAB 2'-0" WITH HILTI HIT HY-200 ADHESIVE AFTER PERFORMING PLUMBING WORK, REPLACE FILL AND

COMPACT PER GENERAL NOTES

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

Revisions Date

1 ADDENDUM 1 12/12/2025

A

D

B

C

E

3'-7"

7'-6"

3'-0"

4'-5"

'-2

'-1

1'-2"

2'-4"

3'-7"

2'-6"

4'-4"

9 8

ITEM QTY

ELECTRICAL OUTLET LEGEND

CUSTOMER/CONTRACTOR SUPPLIED AND INSTALLED ITEMS UNLESS OTHERWISE SPECIFIED.

Item ELECTRICAL LAYOUT ITEM LIST

ADDITIONAL CONDUIT RUNS

(CONTRACTOR SUPPLIED AND INSTALLED)

FROM

(BUBBLE # / ITEM)

TO

(BUBBLE # / ITEM) Qty

SIZE

In. mm

DUPLEX HOSPITAL GRADE, DEDICATED WALL OUTLET 120-V, SINGLE PHASE POWER

DEDICATED TELEPHONE LINE(S)

NETWORK OUTLET

SYSTEM EMERGENCY OFF (SEO), (RECOMMENDED HEIGHT 1.2M [48"] ABOVE FLOOR)

X-RAY ROOM WARNING LIGHT CONTROL PANEL

X-RAY ON LAMP (L1) - 24V

DOOR INTERLOCK SWITCH (NEEDED ONLY IF REQUIRED BY STATE/LOCAL CODES)

1 MAIN DISCONNECT PANEL (MDP)

2 GROMMETED OPENING (CONSOLE)

3 GROMMETED OPENING (SYSTEM CABINET)

4 GROMMETED OPENING (POWER DISTRIBUTION UNIT)

5 12" X 12" X 3 1/2" [300 X 0300 X 100] FLUSH BOX

6 6" X 6" X 4" [150 X 150 X 100] BOX (PARTIAL UPS)

7 10" X 3 1/2" [250 X 100] SURFACE WALL DUCT WITH MINIMUM 2 DIVIDERS

8 2 1/2" [64] CONDUIT BELOW FLOOR

9 3 1/2" [89] CONDUIT BELOW FLOOR

10 CABLE INLET ABOVE CEILING (EXPRESS CAMERA)

11 BOX ABOVE CEILING - SIZE PER LOCAL CODE (SCAN ROOM)

12 6" X 6" X 4" [150 X 150 X 100] BOX ABOVE CEILING (INJECTOR)

13 18" X 3 1/2" [450 X 100] SURFACE WALL DUCT WITH MINIMUM 3 DIVIDERS

14 BOX ABOVE CEILING (SMARTVIEW MONITOR - GE SUPPLIED)

15 BOX ABOVE CEILING - SIZE PER LOCAL CODE (TECHINCAL ROOM)

16 2 1/2" [64] CONDUIT ABOVE CEILING

17 3 1/2" [89] CONDUIT ABOVE CEILING

18 12" X 16" X 4" [300 X 400 X 100] BOX (POWER DISTRIBUTION UNIT)

19 18" X 6" [450 X 150] SURFACE WALL DUCT WITH MINIMUM 3 DIVIDERS

3 PHASE POWER 1 MAIN DISCONNECT PANEL 1 2 50

1 MAIN DISCONNECT PANEL

EMERGENCY OFF 1/2 13

18 POWER DISTRIBUTION UNIT 2 50

18 POWER DISTRIBUTION UNIT

DOOR SWITCH 1/2 13

WARNING LIGHT CONTROL

1/2 13

WARNING LIGHT

1/2 13

1 PHASE POWER 1/2 13

10 EXPRESS CAMERA 11 OPERATOR'S CONSOLE 1 1/2 38

1 MAIN DISCONNECT PANEL

6 PARTIAL UPS

1 1/4 30

4 POWER DISTRIBUTION UNIT 2 50

11 OPERATOR'S CONSOLE 6 PARTIAL UPS 1 25

12 INJECTOR 11 INJECTOR CONTROL 2 1/2 64

14 SMARTVIEW MONITOR 11 OPERATORS CONSOLE

1 25

2 50

CABLE LENGTH NOTE: ROUTING OF CABLE DUCTWORK, CONDUITS, ETC.,MUST RUN DIRECT AS

POSSIBLE OTHERWISE MAY RESULT IN THE NEED FOR GREATER THAN STANDARD CABLE LENGTHS (REFER TO THE INTERCONNECTION DIAGRAM FOR MAXIMUM USABLE LENGTHS POINT TO POINT).

20 BOX ABOVE CEILING - SIZE PER LOCAL CODE (EXAM ROOM)1ITEM #20 ADDED

REVISED RACEWAY

LAYOUT

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 s E

D C

T

R

M E

P F

A F

P T

.r v t

/1 /2

:5

:4

P M

E-401

ENLARGED CT ROOM PLAN AE Site Prep for ED CT Replacement

BAY PINES VA

124034

05/01/2025 TDB WWS

100% CONSTRUCTION

DOCUMENTS

516-CSI-142

N.T.S.

CT RACEWAY PLAN

Revisions Date

1 ADDENDUM 1 12/12/2025