Attachment 3 - Final Drawing Set - 2 of 8.pdf

STEEL:

1. STRUCTURAL STEEL FOR TUBES SHALL CONFORM TO ASTM

SPECIFICATION A500 GRADE C. ALL OTHER STEEL SHALL CONFORM TO

ASTM SPECIFICATION A36. MILL TEST REPORTS SHALL BE SUBMITTED

TO THE ARCHITECT. ALL STEEL SHALL BE DETAILED, FABRICATED AND

ERECTED IN ACCORDANCE WITH THE AISC MANUAL, AISC

SPECIFICATION AND AISC CODE OF STANDARD PRACTICE. IN

GENERAL, FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER

A325 BOLTS UNLESS OTHERWISE NOTED AND SHOP CONNECTIONS

SHALL BE WELDED.

2. BOLTS, EXCEPT AS NOTED, NEED ONLY BE INSTALLED TO THE "SNUG

TIGHT" CONDITION AS DEFINED IN THE RCSC "SPECIFICATION FOR

STRUCTURAL JOINTS." BOLTS IN BEAM TO COLUMN CONNECTIONS

THAT HAVE SLOTTED HOLES SHALL BE FULLY PRE-TENSIONED IN

ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS".

3. WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

4. ALL GROOVE WELDS SHALL BE FULL PENETRATION GROOVE WELDS IN

ACCORDANCE WITH ANSI/AWS D1.1, "STRUCTURAL WELDING CODE".

THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY

PRESCRIBED TESTS IN THE "STRUCTURAL WELDING CODE."

ACCEPTANCE SHALL BE SUBJECT TO THE INSPECTION AND REVIEW OF

AN INDEPENDENT INSPECTION AGENCY. ALL FULL PENETRATION

WELDS SHALL BE ULTRASONICALLY TESTED.

5. HOLES AND OPENINGS REQUIRED IN STRUCTURAL STEEL MEMBERS

FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP

DRAWINGS SUBMITTED FOR REVIEW.

6. FIELD MODIFICATION OF THE STRUCTURAL STEEL IS NOT ALLOWED

WITHOUT PRIOR REVIEW BY THE ARCHITECT AND STRUCTURAL

ENGINEER.

7. WELDING SEQUENCE AND TECHNIQUE SHALL BE SUCH THAT

DISTORTION OF STEEL MEMBERS IS MINIMIZED AND UNDUE

DISTORTION IS AVOIDED.

8. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A RUST

INHIBITIVE PRIMER. ALL EXPOSED STEEL AND LINTELS IN EXTERIOR

WALLS SHALL BE HOT-DIPPED GALVANIZED. REFER TO

ARCHITECTURAL DRAWINGS FOR GALVANIZED STEEL THAT SHALL

RECEIVE A PAINTED FINISH COAT.

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 ENGINEER 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 FROM

ENGINEER BEFORE PROCEEDING.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING BETWEEN

TRADES.

7. DO NOT SCALE DRAWINGS.

8. FIELD DIMENSIONS: IF STRUCTURAL DRAWINGS ARE USED FOR

LAYING OUT COLUMN CENTERS AND WALL LINES, ALL DIMENSIONS

SHALL FIRST BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS.

LAYOUT SHALL BE CHECKED BEFORE WORK IS BEGUN.

9. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC

LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF

DETAILS WILL APPLY TO OTHER LOCATIONS.

10. THE ENGINEER'S REVIEW OF A SUBMITTAL SHALL NOT RELIEVE THE

CONTRACTOR OF THEIR RESPONSIBILITY TO FOLLOW THE INTENT OF

THE CONTRACT DRAWINGS.

11. REPRODUCTION OF CONTRACT DOCUMENTS WILL NOT BE ACCEPTED

AS SHOP DRAWINGS.

GENERAL NOTES

EXISTING CONSTRUCTION:

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

LIMITED AMOUNT OF FIELD EXPLORATION AND ON THE STRUCTURAL

INFORMATION SHOWN ON EXISTING DRAWINGS. FOR BUILDING 66,

THE DRAWINGS ARE A2-A5, A7 & S1 PREPARED BY CLEMONS,

RUTHERFORD & ASSOCIATES, INC. DATED JULY 19, 1987 AND THE

EXISTING STRUCTURE IS A PRE-ENGINEERED METAL BUILDING (PEMB)

FOR WHICH SHOP DRAWINGS ARE NOT AVAILABLE. FOR BUILDING 91,

THE DRAWINGS ARE 6, S-1 DATED FEBRUARY 7, 1983. THE DRAWINGS

ARE THE EXISTING MEMBERS ARE NOTED (E) AND ARE SHOWN IN THE

PLANS. THE CONTRACTOR SHALL 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 ENGINEER OF THE

ACTUAL SIZES AND/OR CONDITION. RE-DESIGN AND ADDITIONAL

FRAMING MAY BE REQUIRED IN THAT CASE.

2. NEW DUCTWORK, PIPING, AND CONDUIT SHALL ONLY BE HUNG FROM

THE NEW STRUCTURAL STEEL TUBE FRAMING. NO ADDITIONAL

LOADING IS TO BE IMPOSED ON THE EXISTING PEMB PURLINS OR

RIGID FRAMES.

3. NO MECHANICAL UNITS SHALL BE PLACED ON OR HUNG FROM THE

STRUCTURE WITHOUT THE APPROVAL OF THE ENGINEER.

4. ALL NEW PENETRATIONS THROUGH THE EXISTING 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.

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)

INTERNATIONAL BUILDING CODE:

IBC 2021

INTERNATIONAL EXISTING BUILDING CODE:

IEBC 2021

MINIMUM BUILDING DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES:

ASCE 7-22

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS:

AISC 14TH EDITION 360-16

SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS:

AISC 341-16

DESIGN LOADS:

RISK CATEGORY IV

ROOF LOADS:

LIVE LOAD = 20 PSF

GROUND SNOW LOAD, pg = 7 PSF (5 PSF) FLAT ROOF SNOW LOAD, pf = 6 PSF (5 PSF) MINIMUM ROOF SNOW LOAD pm= 7 PSF SNOW EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.2

CEILING LOADS:

2200 LBS AT 8'-0" O.C. EACH WAY

WIND LOADS:

DESIGN WIND SPEED:

Vult = 133 MPH (3 SECOND GUST)

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

SEISMIC DESIGN DATA:

SOIL SITE CLASS ASSUMED 'D'

SEISMIC DESIGN CATEGORY C

SEISMIC IMPORTANCE FACTOR, Ie = 1.5

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Ss = 0.130g S1 = 0.059g

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds = 0.110g Sd1 = 0.084g

SUPPORT FOR DUCTWORK, PIPING AND MECHANICAL UNITS:

1. NO MECHANICAL UNITS SHALL BE PLACED ON OR HUNG FROM JOISTS

WITHOUT THE APPROVAL OF THE ENGINEER.

2. DUCTWORK AND PIPING SHALL ONLY BE HUNG FROM THE STEEL

FRAMING. AT JOISTS, HANGERS SHALL BE SUPPORTED FROM THE

PANEL POINT AND THE LOAD ON INDIVIDUAL HANGERS SHALL NOT

EXCEED 300 POUNDS.

3. PIPE RISERS SHALL BE SUPPORTED FROM THE FLOOR SLAB BELOW

WITH A CLAMP OR STANCHION.

4. THE MAXIMUM TOTAL HUNG LOAD ON ANY SINGLE JOIST FROM

MULTIPLE HANGERS SHALL NOT EXCEED 900 POUNDS.

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

A u to d e s k D o c s /F lo ri d a

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A M

S-001

STRUCTURAL GENERAL NOTES

AND ABBREVIATIONS

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

SHEET LIST

Sheet Number Sheet Name

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

Revisions Date 12/31/2024

Y X

1 2

[-2.09'] (-17.00')

T/ COLUMN FOOTING

B/FOUNDATION WALL

T/ COLUMN FOOTING

TELECOM DUCT BANK

ESTIMATED GRADE

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

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A M

SS1.B.3

BLDG 64A - LV B - ZONE 3 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

64A

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 106.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

DUCTBANK TO BE INSTALLED THROUGH CONCRETE FOUNDATION WALL,12" CONCRETE FOUNDATION WALL REINFORCED W/ #4 AT 12" HORIZONTAL EACH FACE & #8 AT 5.5" O.C. VERTICAL EACH FACE.

Revisions Date

1/4" = 1'-0"1

LOWER LEVEL - B64-A(3) - STRUCTURAL FOUNDATION PLAN

1/4" = 1'-0"2

BUILDING 64A - SOUTH ELEVATION

6.

.0 0'

T/ COLUMN FOOTING VARIES

T/ FOUNDATION WALL

B/FOUNDATION WALL

ESTIMATED GRADE

TELECOM DUCT BANK

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

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A M

SS1.B.11A

BLDG 64A - LV B - ZONE 11 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

64A

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"1

LOWER LEVEL - B64-A(11) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 106.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

DUCTBANK TO BE INSTALLED THROUGH CONCRETE FOUNDATION WALL, 12" CONCRETE

FOUNDATION WALL REINFORCED W/ #4 AT 12" HORIZONTAL EACH FACE & #8 AT 5.5" O.C. VERTICAL

EACH FACE.

Revisions Date

1/4" = 1'-0"2

BUILDING 64A - WEST ELEVATION

U @ CC

2.

5.

3.

5.

T Y

P

3'

B/FOUNDATION WALLT/COLUMN FOOTING

ESTIMATED GRADE

ESTIMATED GRADE

TELECOM DUCT BANK

TELECOM DUCT BANK

DETAIL .5/ 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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

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V A

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A M

SS1.B.11B

BLDG 66 - LV B - ZONE 11 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

DRAWING NOTES:

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

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

1/4" = 1'-0"1

LOWER LEVEL - B66(11) - STRUCTURAL FOUNDATION PLAN

DUCTBANK TO BE INSTALLED THROUGH CMU FOUNDATION WALL, 8" CMU FOUNDATION WALLS

REINFORCED W/ #5 AT 32" O.C. DUCT BANKS TO BE INSTALLED THROUGH WALLS ABOVE EXISTING

FOOTING.

MECHANICAL UNIT, REFER TO MECHANICAL DRAWINGS.4

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 91.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

CODED NOTES:

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

Revisions Date

1/4" = 1'-0"2

BUILDING 66 - EAST ELEVATION

CONCRETE HOUSEKEEPING PAD, REFER TO5

6 12" CONCRETE PAD REINFORCED W/ EPOXY COATED #5 AT 12" O.C. TOP & BOTTOM.

DUCTBANK TO GO UNDER EXISTING WALL FOOTING.3

.3 0'

.1

7'

B/FOUNDATION WALLT/COLUMN FOOTING

ESTIMATED GRADE

TELECOM DUCT BANK

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

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E H

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I n fr a s tr u c tu re

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A M

SS1.B.12B

BLDG 62 - LV B - ZONE 12B -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"

LOWER LEVEL - B62(12B) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 107.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

DUCTBANK TO GO UNDER BOTTOM OF FOUNDATION WALL.2

1/4" = 1'-0"

BUILDING 62 - EAST ELEVATION

1.

.8 3'

B/FOUNDATION WALL

ESTIMATED GRADE

TELECOM DUCT BANK

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

E H

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:5

A M

SS1.B.13

BLDG 74 - LV B - ZONE 13 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"

LOWER LEVEL - B74(13) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 179.50'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

1/4" = 1'-0"

BUILDING 74 - WEST ELEVATION

Revisions Date

DUCTBANK TO BE INSTALLED THROUGH CONCRETE FOUNDATION WALL, 12 3/8" CONCRETE

FOUNDATION WALL REINFORCED W/ #4 AT 12" O.C. EACH FACE HORIZONTAL, #7 AT 10" O.C. EACH

FACE VERTICAL.

8" HOLLOW CORE PLANK FLOOR W/ PRESTRESSED STRANDS. PERFORM GPR SCAN OF FIRST FLOOR TO DETERMINE LOCATION OF PRESTRESSED STRANDS PRIOR TO DRILLING HOLES FOR CONDUIT.

2.

3.

[-2.00'] ~(-3.00')

B/FOUNDATION WALL

ESTIMATED GRADE

TELECOM DUCT BANK

B/FOUNDATION WALL

ESTIMATED GRADE

TELECOM DUCT BANK

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

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A M

SS1.1.11

BLDG 06 - LV 1 - ZONE 11 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"1

FIRST FLOOR - B06(11) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM UNKNOWN APPROXIMATELY 106.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION. ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS:

[....] ON PLAN BASED ON ORIGINAL CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING

CONDITIONS PRIOR TO CREATING PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF

CONDITIONS ARE NOT AS SHOWN.

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

DUCT BANK TO GO UNDER EXISTING WALL FOOTING.2

1/4" = 1'-0"2

BUILDING 06 - EAST ELEVATION

1/4" = 1'-0"

BUILDING 06 - NORTH ELEVATION

6.

.5 0'

[-12.50'] (-13.50')

B/FOUNDATION WALL

TELECOM DUCT BANK

ESTIMATED GRADE

B/FOUNDATION WALL

TELECOM DUCT BANK

ESTIMATED GRADE

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

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A M

SS1.1.14A

BLDG 27 - LV 1 - ZONE 14 -

STRUCTURAL FOUNDATION

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"

FIRST FLOOR - B27(14) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 89.50'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

N 0 2' 4' 8' 12'

1/4" = 1'-0"

DUCTBANK TO BE INSTALLED THROUGH CONCRETE FOUNDATION WALL, 13" CONCRETE FOUNDATION WALL REINFORCED W/ #4 AT 12" O.C. EACH FACE STAGGERED HORIZONTAL & VERTICAL. DUCT BANKS

TO BE PLACED THROUGH WALL ABOVE EXISTING FOOTING.

1/4" = 1'-0"

BUILDING 27 - SOUTH ELEVATION

1/4" = 1'-0"3

BUILDING 27 - WEST ELEVATION

DUCTBANK TO GO UNDER EXISTING WALL FOOTING.3

[14.17'] (-0.50')

[9 .5

0'

1.

B/FOUNDATION WALL

TELECOM DUCT BANK

ESTIMATED GRADE

B/FOUNDATION WALL

TELECOM DUCT BANK

ESTIMATED GRADE

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

E H

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R

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A M

SS1.1.14B

BLDG 37 - LV 1 - ZONE 14 -

STRUCTURAL FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"

FIRST FLOOR - B37(14) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF BOILER ROOM FLOOR (DATUM 62.50'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION. ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS

SHOWN.

N 0 2' 4' 8' 12'

1/4" = 1'-0"

DUCTBANK TO BE INSTALLED THROUGH CONCRETE FOUNDATION WALL, 13" CONCRETE FOUNDATION WALL REINFORCED W/ #4 AT 24" O.C. HORIZONTAL OUTSIDE FACE, #4 AT 12" O.C. HORIZONTAL

OUTSIDE FACE, #4 AT 24" O.C. VERTICAL EACH FACE.

1/4" = 1'-0"2

BUILDING 37 - EAST ELEVATION

1/4" = 1'-0"3

BUILDING 37 - NORTH ELEVATION

5.

7.

B/FOUNDATION WALL

ESTIMATED GRADE

TELECOM DUCT BANK

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

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A M

SS1.1.15

BLDG 18, 42, 44, & 92 - LV1 - ZONE

15 - STRUCT FOUNDATION PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

18, 42, 44, 92

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"1

FIRST FLOOR - B18(15) - STRUCTURAL FOUNDATION PLAN

CODED NOTES:

DRAWING NOTES:

1. TOP OF FOOTING ELEVATION SHALL BE MEASURED FROM TOP OF FIRST FLOOR (DATUM 86.00'). TOP OF FOOTING IS NOTED THUS (....) ON PLAN BASED ON ORIGINAL CONSTRUCTION DOCUMENTATION.

ESTIMATED EXISTING TOP OF EXTERIOR GRADE IS NOTED THUS: [....] ON PLAN BASED ON ORIGINAL

CONSTRUCTION. CONTRACTOR TO CONFIRM EXISTING CONDITIONS PRIOR TO CREATING

PENETRATION IN EXISTING STRUCTURE AND NOTIFY COR IF CONDITIONS ARE NOT AS SHOWN.

N 0 2' 4' 8' 12'

1/4" = 1'-0"

TELECOM DUCT BANK, REFER TO TELECOM DRAWINGS.1

DUCTBANK TO GO UNDER EXISTING WALL FOOTING.2

1/4" = 1'-0"2

BUILDING 18 - EAST ELEVATION

Revisions Date

NN

0 4' 8' 16' 24'

1/8" = 1'-0"

1/8" = 1'-0"

FIRST FLOOR - B42(15) - STRUCTURAL FOUNDATION PLAN

1/8" = 1'-0"4

FIRST FLOOR - B44(15) - STRUCTURAL FOUNDATION PLAN

1/8" = 1'-0"5

FIRST FLOOR - B92(15) - STRUCTURAL FOUNDATION PLAN

BUILDING 42, 44 & 92

BUILDING 18

NO EXISTING INFORMATION AVAILABLE FOR THE CONSTRUCTION OF BUILDINGS 42, 44 & 92.

CONTRACTOR TO NOTIFY COR OF FOUNDATION COMPOSITION AND PENETRATION LOCATION PRIOR

TO DRILLING FOR DUCTBANK PENETRATION.

A B

3' - 6" (E) 4' - 7 1/2" (E) 4' - 7 1/2" (E) 4' - 7 1/2" (E) 4' - 7 1/2" (E) 3' - 0" (E)

W12X26 (E)

14K4 (E)

14K4 (E)

14K4 (E)

14K4 (E)

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

K

(E

W

X

E

W

X

E

JOIST BEARING 14.75', TYP.

JOIST BEARING 14.75', TYP.

DETAIL .2/ S-301

DETAIL .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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

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A M

SS1.2.3

BLDG 91 - LV 2 - ZONE 3 -

STRUCTURAL FRAMING PLAN

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"2

SECOND FLOOR - B91 (3) - STRUCTURAL ROOF FRAMING PLAN

CODED NOTES:

DRAWING NOTES:

1. JOIST BEARING NOTED ON PLAN MEASURED FROM TOP OF FIRST FLOOR SLAB ( DATUM 187.25').

N

0 2' 4' 8' 12'

1/4" = 1'-0"

1. INFILL EXISTING DUCT PENETRATION, REFER TO

2 ROOF TOP MECHANICAL UNIT REINFORCE JOISTS AS NEEDED, REFER TO

C P

CP

C P

U @ CC T @ CC Q1S

57a

HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

H

S S

8X 8X

3/

H S

S 8X

8X 3/

8HSS8X8X3/8

7'

/8

8'

/8

7'

7'

7'

3'

/8

1'

/2

(E

(E

(E

2'

(E

9' - 4" (E) 4' - 10 1/2" (E) 8' - 1" (E) 18' - 0" (E)

10" 7' - 7 1/8" 7' - 8 3/8" 7' - 9" 4' - 5". 10"

.5

.8

.1

9.

9.

.8

.5

.1

9.

9.

S1

HSS8X8X3/8 HSS8X8X3/8 HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8

HSS8X8X3/8 RIGID FRAME (E)

RIGID FRAME (E)

RIGID FRAME (E)

RIGID FRAME (E)

S-301

8" M

E T

A L

R O

O F

U R

LI

N

S

E

T Y

P , E

A C

H B

A Y

S-301

S-301

TYP.

1'

T Y

P

HSS8X8X3/8

HSS8X8X3/8 HSS8X8X3/8 HSS8X8X3/8

DETAIL .3/ 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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

E H

R M

I n fr a s tr u c tu re

R

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A M

SS1.2.11

BLDG 66 - LV 2 - ZONE 11

STRUCTURAL CEILING SUPPORT

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

CODED NOTES:

EXISTING 1 1/4" METAL ROOF DECK

DRAWING NOTES:

1. TOP OF STEEL IS TO BE 2" BELOW TOP OF PEMB GIRDER, DENOTED THUS: (....) ON PLAN MEASURED

FROM TOP OF RAISED ACCESS PLATFORM (DATUM 175.00').

2. COORDINATION OF LOCATION OF HSS TUBES IS REQUIRED WITH FINAL CEILING GRID SELECTION, EQUIPMENT, AND RAISED ACCESS FLOOR, REFER TO ARCHITECTURAL AND TELECOM DRAWINGS.

3. HSS TUBES ARE DESIGNED TO SUPPORT A MAXIMUM 2200 LBS AT 8'-0" O.C. EACH WAY.

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

NN

0 2' 4' 8' 12'

1/4" = 1'-0"

1/4" = 1'-0"

SECOND FLOOR - B66(11) - DATA CENTER STRUCTURAL CEILING SUPPORT FRAMING PLAN

ELECTRICAL TRANSFORMER HUNG FROM FIRST FLOOR SLAB ABOVE, REFER TO2

3/16"

3 SIDES TYP.

10 1/4"

EXISTING CONCRETE COLUMN

EXISTING RIGID FRAME

EXISTING WELD PLATE

ANCHORED TO COLUMN

EXISTING PURLINS

EXISTING METAL DECK

HSS TUBE, REFER TO PLAN

EXISTING EXTERIOR WALL AND

INTERIOR FINISH, REFER TO

ARCHITECTURAL DRAWINGS

6"x4"x3/8"x 6" LONG

CLIP ANGLE, EACH

SIDE OF HSS TUBE

(2) 3/4" DIA. A325N

THROUGH BOLTS

T

3/16"

3 SIDES TYP.

EXISTING STEEL COLUMN

EXISTING RIGID FRAME

EXISTING PURLINS

EXISTING METAL DECK

HSS TUBE, REFER TO PLAN

EXISTING EXTERIOR WALL AND

INTERIOR FINISH, REFER TO

ARCHITECTURAL DRAWINGS

6"x4"x3/8"x 6" LONG

CLIP ANGLE, EACH

SIDE OF HSS TUBE

(2) 3/4" DIA. A325N

THROUGH BOLTS

Q1

10"

6"

1/

2" 3"

1/

2"

6"x4"x3/8"x 6" LONG

CLIP ANGLE, EACH

SIDE OF BEAM

(2) 3/4" DIA. A325-N THROUGH

BOLTS IN SHORT SLOTTED HOLES,

EACH SIDE OF BEAM

1/2" MIN., 2" MAX.

3"

HSS TUBE, REFER TO PLAN

3/16"

TYP.

3/16"

TYP.

LOAD

LOAD

3/16" 1 1/2"

TYP.

STEEL JOIST,

REFER TO PLAN

WHERE THE LOAD DOES NOT OCCUR WITHIN 6" OF PANEL

POINT FIELD INSTALL (2) STRUT ANGLES AS SHOWN:

AT K-SERIES JOISTS 1 1/2"x1 1/2"x1/4" AT LH-SERIES JOISTS 2"x2"x1/4"

STRUT ANGLE

EACH SIDE

PANEL POINT

EXISTING CONCRETE SLAB

4" M

IN

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 3" CONCRETE

SLAB ON 9/16" METAL

FORM DECK

REMOVE EXISTING SHEET

METAL FAN CURB DOWN TO

TOP OF SLAB

DEMO

NEW WORK

METAL ROOF DECK, REFER TO

GENERAL NOTES

PROVIDE 1 1/2"x1 1/2"x1/4" ANGLES AT

EDGE OF OPENINGS, TACK WELDED TO

SUPPORTING ANGLES

3"x3"x1/4" ANGLE, GALVANIZED

EXISTING STEEL JOIST

EXISTING 3"x3"x1/4" ROOF

ANGLE FRAME

3/16" TYP.CONCRETE INFILL, f'c=3000psi

3/4" CHAMFER

EXISTING CONCRETE SLAB

CONCRETE HOUSEKEEPING PAD

#3 AT 8" O.C.#3 AT 8" O.C.

EDGE OF EQUIPMENT

6" MIN.

#3 AT 8" O.C. HOOKED DOWEL,

GROUTED INTO EXISTING

CONCRETE SLAB WITH HILTI

HIT HY-200 ADHESIVE

3"

1/ 2"

4 1/2"

NOTE:

THE SLAB JOINTS SHALL BE SPACED AS SHOWN ON PLANS AND/OR AS INDICATED IN THE GENERAL NOTES.

THE CONTRACTOR MAY PROVIDE A SAW CUT CONTROL JOINT AND/OR CONSTRUCTION JOINT AS NEEDED.

SAW CUT JOINTS SHALL BE 1/4 OF THE SLAB THICKNESS IN DEPTH AND SHALL BE CUT AS SOON AS THE

CONCRETE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE BLADE AND BEFORE RANDOM

SHRINKAGE CRACKS CAN FORM IN THE CONCRETE SLAB.

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

A u to d e s k D o c s /F lo ri d a

L a k e

C it y V

A /0

V A

L a k e

C it y

E H

R M

I n fr a s tr u c tu re

R

S

.r v t

/2 /2

:4

:2

A M

S-301

DETAILS AND SECTIONS LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 RAS SLS

100% CONSTRUCTION

DOCUMENTS

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

1" = 1'-0"

SECTION

1" = 1'-0"

SECTION

N.T.S.

HSS BEAM CONNECTION DETAIL

1N.T.S.

JOIST LOAD STRUT DETAIL

N.T.S.

SECURE HANGING RODS IN CONCRETE

N.T.S.

EXISTING ROOF OPENING INFILL DETAIL

Revisions Date

N.T.S.

CONCRETE HOUSEKEEPING PAD DETAIL ON EXISTING

FIRE ALARM ABBREVIATIONS

1PH SINGLE-PHASE

1P SINGLE POLE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE-PHASE

4/C FOUR-CONDUCTOR

4W FOUR-WIRE

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

AMB OR A AMBIENT

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BAT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISH FLOOR

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

SSTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

OC ON CENTER

OD OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

REQD REQUIRED

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SURF SURFACE

SW SWITCH

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VEWFD VERY EARLY WARNING FIRE DETECTION

WP WEATHERPROOF

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISTR DISTRIBUTION

DN DOWN

DRSW DOOR SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EXIST EXISTING

FLEX FLEXIBLE METALLIC CONDUIT

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

FU SW FUSED SWITCH

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HOA HAND-OFF-AUTOMATIC

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTNG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MT MOUNT

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEUT OR N NEUTRAL

NIC NOT IN CONTRACT

NS NO SCALE

NTS NOT TO SCALE

ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION

FA1. ALL FIRE ALARM EQUIPMENT IS TO BE NEW, UL LISTED FOR FIRE SERVICE,

AND SHALL BE COMPATIBLE WITH THE EXISTING NOTIFIER FIRE ALARM

SYSTEM.

FA2. ALL WIRING AND CONDUIT IS TO CONFORM TO NEC ARTICLE 760. WIRING

SHALL BE UL LISTED, MINIMUM 300V TYPE FPLP PLENUM RATED SOLID

COPPER OR STANDARD COPPER WITH MAXIMUM 19 STRANDS.

FA3. LOW VOLTAGE CONDUCTORS: PROVIDE CONDUCTORS IN ACCORDANCE WITH

NFPA 70 AND NFPA 72, AND AS RECOMMENDED BY THE FIRE ALARM SYSTEM

MANUFACTURER. CONDUCTORS SHALL BE COPPER, MINIMUM NO. 14 AWG,

TWISTED SHIELDED PAIR.

FA4. SURVIVABILITY: PER AUTHORITY HAVING JURISDICTION, WIRING INSTALLED IN

METAL RACEWAY WITHIN BUILDINGS THAT ARE PROTECTED THROUGHOUT BY

SPRINKLERS SHALL BE CONSIDERED TO MEET THE REQUIREMENTS FOR

PATHWAY SURVIVABILITY LEVEL 2 IN ACCORDANCE WITH NFPA 72 (2010) AS A

2-HOUR PERFORMANCE ALTERNATIVE.

FA5. ALL FIRE ALARM POWER CIRCUITS SHALL HAVE A DEDICATED 120V 20A

BREAKER THAT SHALL BE RED IN COLOR AND MECHANICALLY PROTECTED

(LOCKABLE IN THE "ON" POSITION), MARKED AS "FIRE ALARM CIRCUIT".

FA6. MINIMUM CANDELA RATING OF STROBES IS 15CD UNLESS NOTED OTHERWISE;

"##" ADJACENT TO DEVICE INDICATES THE CANDELA RATING. PROVIDE

SYNCHRONIZATION OF STROBES IN ALL ADJACENT AREAS WHERE STROBES

ARE VISIBLE TO EACH OTHER.

FA7. FIRE ALARM DESIGN IS IN ACCORDANCE WITH THE NATIONAL FIRE

PROTECTION ASSOCIATION (NFPA 72) AND NATIONAL FIRE CODES (NFC).

WHERE A FIRE ALARM RISER IS INDICATED, IT IS DIAGRAMMATIC IN NATURE

AND NOT INTENDED TO REPRESENT A COMPLETE WIRING AND DEVICE

DISPLAY. ALL WIRING AND DEVICES SHALL BE IN ACCORDANCE WITH

SELECTED VENDOR'S POINT-BY-POINT WIRING DIAGRAM. REFER TO FLOOR

PLAN FOR DESIGN INTENT AND PROPOSED QUANTITY OF FIRE ALARM SYSTEM

COMPONENTS.

FA8. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO

SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE FIRE

ALARM SYSTEM BE PROVIDED WITH ALL THE NECESSARY EQUIPMENT,

WIRING, CONDUIT, AND CONTROLS, COMPLETELY COORDINATED WITH ALL

DISCIPLINES. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE FIRE

ALARM SYSTEM, IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS,

LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE

FURNISHED AT NO ADDITIONAL COST TO THE OWNER. THE FIRE ALARM

CONTRACTOR SHALL CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND

THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS.

FA9. FIRE ALARM CONTRACTOR SHALL BE AWARE OF THE TYPE OF FINISHES,

DECOR AND OCCUPANCY. COORDINATION WITH THE STAKEHOLDERS(S)

SHALL BE PERFORMED BY THE FIRE ALARM CONTRACTOR FOR PLACEMENT

OF FIRE ALARM DEVICES.

FA10. FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 70 AND 72 FOR PROPER

INSTALLATION PRACTICES.

FA11. FIRE ALARM PATHWAYS IN ALL AREAS SHALL BE IN 3/4" EMT, AND SHALL BE

PAINTED RED. ALL FIRE ALARM WIRING SHALL BE ROUTED THROUGH CONDUIT

THAT IS STRICTLY DEDICATED FOR FIRE ALARM. NO OTHER SYSTEMS MAY

UTILIZE FIRE ALARM WIRING CONDUIT OR EMT.

FA12. ALL FIRE ALARM JUNCTION BOX AND PULL BOX COVERS SHALL BE PAINTED

RED.

FA13. PERFORM RE-ACCEPTANCE TESTING IN ACCORDANCE WITH NFPA 72.

FA14. FIRE ALARM CIRCUITS SHALL NOT HAVE SPLICES. CIRCUITS SHALL BE

EXTENDED FROM DEVICE AND APPLIANCE SCREW TERMINALS.

FIRE ALARM SYSTEM NOTES

ELECTRONIC SAFETY AND SECURITY SYMBOLS

SYMBOL DESCRIPTION

ALARM, CHECK VALVE

ALARM, FIRE, PANEL; LETTERS INDICATE AS FOLLOWS:

FACP = CONTROL PANEL

ALARM, SPEAKER/LIGHT, ONE ASSEMBLY. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

ALARM, SPEAKER/LIGHT, SEPARATE ASSEMBLY. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

ALARM, LAMP LIGHT, SIGNAL LIGHT, STROBE. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

ALARM, TAMPER SWITCH

DETECTOR, HEAT

FACP

TS

HD

S SPEAKER, CEILING MOUNTED FIRE ALARM VOICE EVACUATION .

DETECTOR, SMOKESD

ALARM, FLOW SWITCHFS

S SPEAKER, WALL MOUNTED FIRE ALARM VOICE EVACUATION .

FIRE PROTECTION SPRINKLER ACTIVATION HORN.

DETECTOR, CARBON DIOXIDECD

REMOTE TEST SWITCHRTS

DETECTOR, SMOKE, FOR DUCT

FIRE ALARM STATION, MANUAL PULLP

VESDA SAMPLE POINTSP

1'-0" MAX.

FINISHED

FLOOR

SPEAKER

DEVICE

7'-6" TO TOP

OF DEVICE,

OR

0'-6" BELOW

FINISHED CEILING,

WHICHEVER IS

LOWER

6'-8" MIN. TO 8'-0" MAX.

FROM STROBE LENS TO

FLOOR, OR

WITHIN 0'-6" OF

FINISHED CEILING,

WHICHEVER IS

LOWER

STROBE

DEVICE

SPEAKER/STROBE

COMBINATION

DEVICE

FIRE ALARM CONTROL

PANEL OR EMERGENCY

VOICE PANEL

ANNUCIATOR

PANEL OR

TERMINAL

CABINET

MANUAL PULL

STATION

5'-6"

3'-10" FROM

OPERATING

HANDLE

TO FLOOR

5'-0" MAX.

FROM EXIT OPENING

0'-4" MIN. 3'-0" MIN.

SMOKE/HEAT

DETECTOR

MOUNT DETECTOR

ON APPROVED BOX 6'-0" MAX. LENGTH FLEXIBLE

RACEWAY TO DEVICE

MOUNTED ON SUSPENDED

CEILING

AIR SUPPLY DIFFUSER OR

RETURN AIR OPENING

JUNCTION BOX

CONDUIT

INSTALL PER NATIONAL

ELECTRIC CODE

FLOOR-CEILING

ASSEMBLY

SUSPENDED

CEILING

SMOKE

DETECTOR

1'-0" MAX.

FINISHED

FLOOR

SUSPENDED

CEILING

HEAT

DETECTOR

0'-4" MIN.

0'-4" MIN

HEAT

DETECTOR

DO NOT LOCATE

DETECTOR WITHIN

THIS AREA

HEAT DETECTOR MOUNTING

PLACEMENT REQUIREMENTSNOTE: MOUNT FIRE ALARM DEVICES ON APPROVED BOXES.

ABOVE CEILIGN SMOKE

DETECTOR

MOUNT DETECTOR

ON APPROVED BOX

6'-0" MAX. LENGTH FLEXIBLE

RACEWAY TO DEVICE

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

A u to d e s k D o c s

/F lo ri d a

L a k e

C it y V

A /0

V

A L a k e

C it y

E H

R M

I n fr a s tr u c tu re

R

M

E P

F P

T .r v t

/1 /2

:2

:0

P M

FA001

FIRE ALARM LEGENDS &

SYMBOLS

LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

12/31/2024 CJM CVM

100% CONSTRUCTION

DOCUMENTS

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

N.T.S.1

FIRE ALARM DEVICE MOUNTING DETAIL

SHEET LIST

SHEET NUMBER SHEET NAME

FA001 FIRE ALARM LEGENDS & SYMBOLS

FA101 BASEMENT - ZONES - NEW

FA400 ENLARGED DATA CENTER

1 REVISED 100% 12/31/2024 12/31/2024

B62[12A]

B74[13]

B66[11]

B64-A[3]

B64-B[2] B82[9]

B82[8]

B64-D[10]

B19[7]

B64-2[1]B64-A[4]

B64-2[6]

B38[5]

B64-A[11]

FA400

FA400

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

A u to d e s k D o c s

/F lo ri d a

L a k e

C it y V

A /0

V

A L a k e

C it y

E H

R M

I n fr a s tr u c tu re

R

M

E P

F P

T .r v t

/2 /2

:0

:0

P

M

FA101

BASEMENT - ZONES - NEW LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

10/25/2024 TDB CVM

100% CONSTRUCTION

DOCUMENTS

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

1" = 30'-0"1

FIRE ALARM - LOWER LEVEL - ZONES - NEW

NN

0 15' 30' 60' 90'

1" = 30'

CODED NOTES:

EXISTING FIRE ALARM CONTROL PANEL LOCATION.1

P

P

P

P

SD

F A

T C

1 TYPICAL

30CD

30CD

30CD

15CD

15CD

V E

W F

D

30CD

30CD

30CD

30CD

30CD

30CD

30CD

T-300

SP SP SP

SP SP SP

SP SP SP

SP SP SP

SP SP SP

3 3

5 5

15CD

EXISTING NOTIFIER FIRE

ALARM CONTROL PANEL

"FACP"

GROUND FLOOR

DATA CENTER

FIRE ALARM

SUB-PANEL

"FATC"

SS

R R

P

TYPICAL CONTROL RELAYS

INDICATING DEVICES

TYPICAL INITIATION DEVICES

SECOND FLOOR

TO DATA CENTER

CLEAN AGENT FIRE

SUPPRESSION SYSTEM

NEW FIBER OPTIC CONNECTION TO

EXISTING FIRE ALARM NETWORK.

COORDINATE CONNECTION

REQUIREMENTS WITH EXISTING FACP.

CABLING PER

MANUFACTURER

RECOMMENDATIONS

CABLING PER

MANUFACTURER

RECOMMENDATIONS

VEWFD SYSTEM

CABINET

SD

AIR SAMPLING PORT

DATA CENTER MANUAL PULL STATION

SYSTEM ABORT

KEY DISCONNECT SWITCH

EXPIRATION OF THE 30 SEC. TIME DELAY

ACTUATION LIMIT SWITCH SUPERVISORY

CLEAN AGENT DISCHARGE

INPUTS

A C

T U

A T

E A

LA

R

M S

IG

N

A L

T O

S U

P P

R E

S S

IO

N

P A

N E

L

A C

T U

A T

E S

U P

E R

V

IS

O R

Y T

O S

U P

P R

E S

S

IO

N P

A N

E L

A C

T U

A T

E A

U D

IB

LE

S U

P E

R V

IS

O

R Y

S

IG

N A

L

A C

T U

A T

E T

R O

U B

LE

T

O S

U P

P R

E S

S

IO

N P

A N

E L

A C

T U

A T

E A

U D

IB

LE

T R

O U

B

LE

S

IG

N A

L

E Q

U

IP

M E

N T

P O

W E

R S

H U

T D

O W

N

H V

A C

S H

U T

D O

W N

A

H U

-1 S

H U

T D

O W

N

A

LL

M O

T O

R

IZ

E D

D A

M P

E R

S C

LO

S

E

T H

E P

R O

G R

A M

M E

D

S

E C

T

IM

E D

E

LA

Y W

IL

L

B E

G

IN

F

IR

E A

LA

R

M S

IG

N

A L

T O

B U

IL

D

IN

G

F

IR

E A

LA

R

M

S U

P E

R V

IS

O

R Y

S

IG

N A

L T

O B

U

IL

D

IN

G F

IR

E

A

LA

R M

S Y

S T

E M

T R

O U

B

LE

S

IG

N A

L T

O B

U

IL

D

IN

G F

IR

E

A

LA

R M

OUTPUTS

C

LE

A N

A G

E N

T D

IS

C

H A

R G

E

A B

O R

T S

W

IT

C H

O V

E R

R

ID

E

A B C D E F G H I J K L M N O P

X

NOTE: THIS MATRIX IS ONLY INTENDED TO SHOW THE MAJOR SYSTEM FUNCTIONS. SYSTEM SHALL ALSO PERFORM INPUTS/OUTPUTS REQUIRED BY NFPA 72 AND THE MANUFACTURER. PROVIDE PROGRAMMING AS REQUIRED FOR VEWFD SYSTEM TO RESPOND AS NOTED IN MATRIX. INTENT IS LEVEL 1 DETECTION PROVIDE SUPERVISORY SIGNAL AT BUILDING AND CLEAN AGENT FIRE PANELS. LEVEL 2 PROVIDES GENERAL ALARM FOR BUILDING FIRE ALARM PER CURRENT ZONING AND PROVIDE RELEASE SIGNAL TO CLEAN AGENT SYSTEM.

H O

R N

/S T

R O

B E

W

IL

L O

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GROUND FAULT

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VEWFD VEP FIRE ALARM LEVEL 2

VEWFD VEP FAULT

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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

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A

B

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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

A u to d e s k D o c s

/F lo ri d a

L a k e

C it y V

A /0

V

A L a k e

C it y

E H

R M

I n fr a s tr u c tu re

R

M

E P

F P

T .r v t

/1 /2

:3

:0

A M

FA400

ENLARGED DATA CENTER LAKE CITY VAMC EHRM

INFRASTRUCTURE

UPGRADES DESIGN

LAKE CITY FL

573A4-21-700

STATION CHIEF - EDWIN BURNETT

12/31/2024 CJM CVM

100% CONSTRUCTION

DOCUMENTS

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

1/4" = 1'-0"1

DATA CENTER FIRE ALARM

N.T.S4

FIRE ALARM RISER…