S02_Construction Drawings bk 13.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : O

:\IF

S\

AL

AB

AM

A-

PH

3\P

-A

LA

BA

MA

3.D W

G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

JDL 163CCT

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

BID DOCUMENTS

Ce rt i f ie d Irr igat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S SOC I AT I O

N

2024-10-23

1 ISOLATION GATE VALVE

ASSEMBLY N.T.S. 2 AIR VACUUM RELIEF VALVE

ASSEMBLY N.T.S. 3 QUICK COUPLING VALVE

ASSEMBLY N.T.S.

4 JOINT RESTRAINT

ASSEMBLY N.T.S. 5 ROTOR SPRINKLER

ASSEMBLY N.T.S. 6 ROTOR SPRINKLER IN IRRIGATION AISLE

ASSEMBLY N.T.S.

A

B

C

D

E

F

G H

I

J

A. JUMBO VALVE BOX WITH EXTENSION AND

COVER (HEIGHT AS REQUIRED)

B. FINISH GRADE/TOP OF MULCH

C. AIR VACUUM RELIEF VALVE

D. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

E. PVC SCH 40 BALL VALVE (SIZE 2")

F. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

G. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

H. BRICK (1 OF 4)

I. PVC MAINLINE PIPE

J. TEE OR EL: SEE SPECIFICATIONS FOR

MATERIALS

K. TRACING WIRE

NOTES:

1. OPEN BALL VALVE IN ASSEMBLY 1/4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER.

2. CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TO

PROTECT VALVE DURING FREEZING WEATHER.

3. REPLACE PVC BALL VALVE WITH BRASS BALL VALVE IN THE EVENT AN AIR VACUUM RELIEF VALVE WITH

MALE INLET IS USED.

K

IRRIGATION DETAILS 1

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : O

:\IF

S\

AL

AB

AM

A-

PH

3\P

-A

LA

BA

MA

3.D W

G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

JDL 163CCT

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

BID DOCUMENTS

Ce rt i f ie d Irr igat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S SOC I AT I O

N

2024-10-23

2 POP-UP SPRAY SWING JOINT

ASSEMBLY N.T.S.

3 REMOTE CONTROL VALVE MANIFOLD

DETAIL N.T.S.

IRRIGATION DETAILS 2

1 PVC TO HDPE TRANSITION

DETAIL N.T.S.

HDPE PIPEPVC PIPE

VICTAULIC AQUAMINE SEREIS 2971

TRANSITION COUPLING. INSTALL

PER MANUFACTURERS

RECOMMENDATIONS, CONTRACTOR

MUST USE CALIBRATED TORQUE

WRENCH.

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : O

:\IF

S\

AL

AB

AM

A-

PH

3\P

-A

LA

BA

MA

3.D W

G

Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

JDL 163CCT

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

BID DOCUMENTS

Ce rt i f ie d Irr igat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S SOC I AT I O

N

2024-10-23

1 IRRIGATION CONTROLLER

DETAIL N.T.S.

IRRIGATION DETAILS 3

3 SPRINKLER PLACEMENT

ASSEMBLY N.T.S.

52" MIN.

IRRIGATION

AISLE BOUNDARY

8"

4'

2 IRRIGATION CONTROLLER GROUNDING

DETAIL N.T.S.

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

FOUNDATIONS:

1. FOUNDATIONS ARE DESIGNED FOR A BEARING PRESSURE OF 1500

PSF TO BE FOUNDED ON NATURAL SOIL OR STRUCTURAL

COMPACTED FILL BASED ON A SUBSURFACE EXPLORATION

PROGRAM CONDUCTED BY ECS SOUTHEAST, LLC JOB NUMBER

30:2402-A IN REPORT DATED APRIL 30, 2024.

2. CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER FOR

INSPECTION BEFORE PLACING ANY FOOTINGS. GEOTECHNICAL

ENGINEER SHALL INSPECT AND REPORT ON ADEQUACY OF BEARING

MATERIAL.

3. FOOTINGS SHOULD BE CAST ON THE SAME DAY IN WHICH

EXCAVATION FOR THEM IS COMPLETED. IF PLACING OF CONCRETE IS

DELAYED, FOOTING BOTTOM SHALL BE TRIMMED TO FIRM MATERIAL

IMMEDIATELY BEFORE CASTING.

4. PLACE CONCRETE IN DRY EXCAVATIONS ONLY. NOTE SOIL AND

WATER CONDITIONS AS SHOWN BY BORINGS AND DEPTHS OF

FOOTINGS AS SHOWN ON FOUNDATION PLANS. PENDING APPROVAL

BY THE COR, CONTRACTOR MAY ELECT TO CONDUCT FURTHER

SUBSURFACE INVESTIGATIONS AT THEIR OWN EXPENSE.

5. LABELS:

A. ELEVATION OF TOP OF FOOTING UNLESS NOTED OTHERWISE

SHALL BE -3'-6" BELOW GRADE.

B. MARK OF FOOTINGS GIVEN ON PLANS, REFER TO SCHEDULE FOR

SIZE AND REINFORCEMENT.

6. FOOTINGS SHALL BE FORMED UNLESS OTHERWISE PERMITTED BY

THE ENGINEER.

7. PROVIDE CONTINUOUS KEYWAY AND DOWELS IN TOP OF WALL

FOOTING SUPPORTING CONCRETE WALLS.

8. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR

WATERPROOFING DETAILS AND PROCEDURES. PROVIDE WATER

STOP AT ALL JOINTS BELOW GRADE.

9. BACKFILLING:

A. BEFORE BACKFILLING WALLS, GROUT AND/OR CONCRETE SHALL

HAVE ATTAINED DESIGN STRENGTH, AND ALL SLABS AND BEAMS

THAT ARE NECESSARY FOR THE STABILITY OF THE WALLS SHALL

BE IN PLACE.

B. BACKFILL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF

WALL TO LOWER GRADE.

C. BACKFILL SHALL BE PLACED IN MAXIMUM OF 8" LOOSE LIFT

THICKNESS AND COMPACTED TO INFILL 98% OF STANDARD

PROCTOR.

D. TESTS SHALL BE PERFORMED FOR EACH LIFT AT A RATE OF TWO

TESTS PER LIFT MINIMUM AND NOT LESS THAN ONE TEST PER 100'

OF WALL LENGTH.

10. STRUCTURAL FILL INCLUDING UNDER FOOTINGS:

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.

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

STANDARD PROCTOR DENSITY. TESTS SHALL BE PERFORMED FOR

EACH LIFT.

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. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND SAFE

DESIGN OF SHORING SYSTEMS FOR TRENCHES AND EXCAVATIONS.

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 FROM

COR 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 WILL APPLY TO OTHER LOCATIONS.

9. THE ENGINEER'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. PRECAST COLUMBARIUM UNITS

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.

CONCRETE:

1. CONCRETE NOT OTHERWISE SPECIFIED SHALL BE f'c=3000 PSI

NORMAL WEIGHT CONCRETE. ALL CONCRETE EXPOSED TO THE

WEATHER SHALL BE f'c=5000 PSI MINIMUM AND SHALL BE AIR

ENTRAINED FOR EXPOSURE CLASS F2 PER ACI 318 "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE".

2. 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".

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

ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" EXCEPT AS OTHERWISE NOTED.

4. 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

5. CONSTRUCTION JOINTS SHALL HAVE THE SURFACE OF THE FIRST

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

6. 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.

7. 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

8. 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.

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

FORMWORK FOR CONCRETE".

DESIGN CODES:

NATIONAL CEMETERY ADMINISTRATION DESIGN GUIDE:

FEB 1, 2024

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

MINIMUM BUILDING DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES:

ASCE 7-22

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:

ACI 318-19

BUILDING CODE AND SPECIFICATION FOR MASONRY STRUCTURES:

TMS 402/602-16

DESIGN LOADS:

RISK CATEGORY II

ROOF LOADS:

GROUND SNOW LOAD, pg = 17 PSF (12 PSF ASD) FLAT ROOF SNOW LOAD, pf = 15 PSF (10 PSF ASD) MINIMUM ROOF SNOW LOAD pm= 17 PSF (12 PSF ASD) SNOW EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.2

RAIN INTENSITY, 3.51 IN/HR

LATERAL FORCE-RESISTING SYSTEMS:

GROUND SUPPORTED CANTILEVERED CONCRETE WALLS, R=1.25

SEISMIC DESIGN DATA:

EQUIVALENT LATERAL FORCE PROCEDURE

SOIL SITE CLASS D

SEISMIC DESIGN CATEGORY B

SEISMIC IMPORTANCE FACTOR, Ie = 1.0

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Ss = 0.31g S1 = 0.11g

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

Sds = 0.24g Sd1 = 0.15g

WIND LOADS:

DESIGN WIND SPEED:

Vult = 107 MPH (3 SECOND GUST)

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

CONCRETE REBAR MINIMUM SPLICE

LENGTH TABLE (CLASS B)

BAR SIZE

#4 28" 22"

TOP (INCHES) OTHER (INCHES)

#5 41" 32"

#6 56" 43"

#7 90" 69"

#8 112" 86"

#9 134" 103"

NOTE:

1. BASED ON 3,000 PSI NW CONCRETE AND #5 OR SMALLER

GRADE 60 UNCOATED OR GALVANIZED REINFORCING BAR

WITH 3/4" MINIMUM COVER

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 Design and Construction

Service

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

Integrity Federal Services

(304) 725-8456

Integrity Federal Services - The LA Group Joint Venture, LLC

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

Modjeski and Masters

(717) 790-9565

The LA Group

(518) 587-8100

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

A u to d e s k D o c s /0

A la b a m a N a ti o n a l C e m e te ry /0

A la b a m a N a ti o n a l C e m e te ry R

S .r v t

/2 /2

:0

:2

A M

S-001

STRUCTURAL GENERAL NOTES

AND ABBREVIATIONS

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 RAS SLS

BID DOCUMENTS

SHEET LIST

Sheet Number Sheet Name

S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

SS101 COLUMBARIUM FOUNDATION PLAN

SS102 COLUMBARIUM FOUNDATION PLAN - BID OPTION

S-301 COLUMBARIUM DETAILS AND SECTIONS

Revisions Date Dwg. 155 of 163

2 2

W F

W F

W F

W F

W F

S-301

S-301

TYP.

TYP.

6' - 6"

S-301

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Design and Construction

Service

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

Integrity Federal Services

(304) 725-8456

Integrity Federal Services - The LA Group Joint Venture, LLC

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

Modjeski and Masters

(717) 790-9565

The LA Group

(518) 587-8100

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

A u to d e s k D o c s /0

A la b a m a N a ti o n a l C e m e te ry /0

A la b a m a N a ti o n a l C e m e te ry R

S .r v t

/2 /2

:0

:2

A M

SS101

COLUMBARIUM FOUNDATION

PLAN

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 RAS SLS

BID DOCUMENTS

CODED NOTES:

DOUBLE SIDED COLUMBARIUM UNITS, REFER TO SECTIONS CUT ON PLAN.

METAL BENCH, REFER TO CIVIL DRAWINGS.

DRAWING NOTES:

1. REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND FURTHER DETAILS.

N 0 4' 8' 16' 24'

1/8" = 1'-0"

CONCRETE WALL FOOTING SCHEDULE

Mark Size Reinforcement

WF1 6'-6" x 1'-6" 6 #6 TOP & BOTTOM LONGITUDINAL, #6 AT

12" O.C. TOP & BOTTOM TRANSVERSE

1/8" = 1'-0"1

COLUMBARIUM B FOUNDATION PLAN

Dwg. 156 of 163

W F

W F

1W F

W F

S-301

S-301

TYP.

TYP.

6' - 6"

BID OPTION

S-301

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Design and Construction

Service

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

Integrity Federal Services

(304) 725-8456

Integrity Federal Services - The LA Group Joint Venture, LLC

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

Modjeski and Masters

(717) 790-9565

The LA Group

(518) 587-8100

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

A u to d e s k D o c s /0

A la b a m a N a ti o n a l C e m e te ry /0

A la b a m a N a ti o n a l C e m e te ry R

S .r v t

/2 /2

:0

:2

A M

SS102

COLUMBARIUM FOUNDATION

PLAN - BID OPTION

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 RAS SLS

BID DOCUMENTS

CODED NOTES:

DOUBLE SIDED COLUMBARIUM UNITS, REFER TO SECTIONS CUT ON PLAN.

METAL BENCH, REFER TO CIVIL DRAWINGS.

DRAWING NOTES:

1. REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND FURTHER DETAILS.

N 0 4' 8' 16' 24'

1/8" = 1'-0"

CONCRETE WALL FOOTING SCHEDULE

Mark Size Reinforcement

WF1 6'-6" x 1'-6" 6 #6 TOP & BOTTOM LONGITUDINAL, #6 AT

12" O.C. TOP & BOTTOM TRANSVERSE

1/8" = 1'-0"

COLUMBARIUM B FOUNDATION PLAN - BID OPTION

Dwg. 157 of 163

3" C

LE

A

R

3" CLEAR

1' - 7" MIN. 3' - 4" 1' - 7" MIN.

6' - 6"

7'

/8

3'

M

IN

#6 AT 8" O.C.

#6 AT 8" O.C., LAP WITH PIER

HORIZONTAL BARS

LIMESTONE CAP

PRECAST COLUMBARIUM UNIT

CONCRETE WALL FOOTING,

REFER TO PLAN AND/OR

SCHEDULE

CONCRETE WALL

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

4" M

IN

, 8

M

A X

V A

R

IE

S , R

E F

E R

T O

C

IV

IL

D

R A

W

IN

G S

1'

4"

2" CLEAR

NOTE: REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

3" C

LE

A

R

3" CLEAR

1' - 0" MIN. 4' - 6" 1' - 0" MIN.

6' - 6"

3'

M

IN

#6 AT 8" O.C.

#6 AT 8" O.C.

LIMESTONE CAP

CONCRETE WALL FOOTING,

REFER TO PLAN AND/OR

SCHEDULE

CONCRETE WALL

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

#5 AT 8" O.C.

#5 AT 8" O.C.

LIMESTONE VENEER

10" 2' - 10" 10"

TOP OF PIER

VARIES, MATCH TOP OF ADJACENT PRECAST NICHE UNITS

TOP OF FOUNDATION

VARIES, REFER TO CIVIL DRAWINGS

CONCRETE PIER

3" CLEAR

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

2" 3"

4"

1"

STONE ANCHORS, HB-433 BASIS OF DESIGN, 1/4" THICK AND 3"

LONG SPACED AT 16" O.C. MAX HORIZ & VERT, ATTACH TO

CONCRETE WITH 1/4" DIA. x 3" LONG SIMPSON TITEN HD

SCREWS WITH COUNTERSUNK HEAD AND TO STONE WITH 3/8"

DIA. x 1" LONG PIN, REFER TO CI DRAWINGS FOR LOCATIONS

1" 4" 1"

6"

1/4" THICK AND 6" LONG RECESSED PLATE, ATTACH TO CONCRETE

WITH (2) 1/2" DIA. x 4" LONG HEADED STUDS, LOCATED 4" MIN. FROM

EDGE OF CONCRETE

1/4" THICK AND CONTINUOUS RECESSED PLATE, ATTACH TO

CONCRETE WITH (3) 1/2" DIA. x 4" LONG HEADED STUDS, SPACED

4" O.C. MIN. AND LOCATED 4" MIN. FROM EDGE OF CONCRETE

6" STONE ANCHORS, HB-452 BASIS OF DESIGN (NO ADDITIONAL

HOLE), 1/4" THICK AND 2" WIDE, ATTACH TO STONE WITH 3/8"

DIA. x 1" LONG PIN, REFER TO CI DRAWINGS FOR LOCATIONS

1"

6"1"

3/16"

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Design and Construction

Service

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

Integrity Federal Services

(304) 725-8456

Integrity Federal Services - The LA Group Joint Venture, LLC

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

Modjeski and Masters

(717) 790-9565

The LA Group

(518) 587-8100

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

A u to d e s k D o c s /0

A la b a m a N a ti o n a l C e m e te ry /0

A la b a m a N a ti o n a l C e m e te ry R

S .r v t

/2 /2

:0

:2

A M

S-301

COLUMBARIUM DETAILS AND

SECTIONS

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 RAS SLS

BID DOCUMENTS

N.T.S.

DOUBLE SIDED COLUMBARIUM WALL DETAIL

2 N.T.S.

DOUBLE SIDED COLUMBARIUM WALL PIER DETAIL

Dwg. 158 of 163

NEW (HEAVY, SOLID LINE)

EXISTING TO REMAIN (LIGHT, SOLID LINE)

EXISTING TO BE REMOVED (HEAVY, DASHED LINE)

RECEPTACLE, DUPLEX

RECEPTACLE, DOUBLE DUPLEX (QUADRAPLEX)

RECEPTACLE, SPECIAL PURPOSE, SEE CODED NOTES ON FLOOR PLANS FOR

NEMA CONFIGURATION AND WIRING REQUIREMENTS

ELECTRICAL SYMBOLS - POWER/LIGHTING PLANS

SYMBOL DESCRIPTION

BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED

SPD SURGE PROTECTIVE DEVICE

ABC

PANELBOARD MAIN CIRCUIT BREAKER TYPE, ONE-LINE

### - INDICATES BREAKER RATING

ABC - INDICATES PANEL DESIGNATION

ABC

PANELBOARD MAIN LUG TYPE, ONE-LINE

### - INDICATES BUS RATING

ABC - INDICATES PANEL DESIGNATION

ELECTRICAL ONE-LINE

TELEPHONE BACKBOARD (WALL MOUNTED)

OUTLET DATA ONLY - (1) CAT6A CABLE PER PORT.

# = NUMBER OF PORTS, CH = COUNTER HEIGHT

COMMUNICATION SYMBOLS

SYMBOL DESCRIPTION

TECHNOLOGY GENERAL NOTES

1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.

2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE

ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES.

3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET:

A. THE OUTLET BOX SHALL BE METALLIC.

B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE.

C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES.

D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED

MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT.

E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS

MAINTAINED.

F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET.

G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL

DISTANCE OF 24 INCHES.

H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD.

I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES

OF THE OPENING.

4. LOCATIONS OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION

REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION.

5. PROVIDE FINAL CONNECTIONS TO OWNER PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS.

6. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR.

7. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION

SECTION 260526.

8. TELECOMMUNICATIONS ROOM SHALL BE BONDED AND GROUNDED IN ACCORDANCE WITH TIA-607B.

PULL SCHEDULE REQUIREMENTS

CONTRACTOR SHALL PROVIDE PULL SCHEDULE WITH TELECOM SHOP DRAWINGS. TELECOM SHOP DRAWINGS WILL NOT BE REVIEWED

UNLESS THEY INCLUDE PULL SCHEDULES.

CAT6A COPPER CABLE COLOR CODING

WHITE

YELLOW/GREEN/GREY

ORANGE

- VOICE

- DATA

- WIRELESS

STRUCTURED CABLING SYSTEM (SCS):

THE SCS CONTRACTOR (SCSC) SHALL PROVIDE ALL BACKBONE AND HORIZONTAL CABLING,

COMPONENTS AND TERMINATIONS AS REQUIRED FOR A COMPLETE AND OPERATIONAL CABLING

SYSTEM PER INDUSTRY BEST PRACTICES AS PRESCRIBED BY BICSI AND NEC.

THE SCSC SHALL BE RESPONSIBLE FOR COORDINATION WITH THE ELECTRICAL CONTRACTOR (EC) FOR SPECIFIC LOCATIONS OF ALL TELECOMMUNICATIONS SYSTEM DEVICES, INCLUDING ANCILLARY

SYSTEM COMPONENTS AND ASSOCIATED CONDUITS PROVIDED BY THE EC.

THE ELECTRICAL CONTRACTOR (EC) SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL

ROUGH-IN COMPONENTS ASSOCIATED WITH THE TELECOMMUNICATIONS SYSTEM COMPONENTS

AS NOTED ON THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, CONDUIT AND BACK-BOXES. THE EC SHALL COORDINATE ALL REQUIREMENTS WITH THE SCS CONTRACTOR.

TELECOM ROOM (TR) EQUIPMENT RACKS/CABINTS:

THE SCS CONTRACTOR (SCS) SHALL FURNISH AND INSTALL ALL EQUIPMENT RACKS. THE SCS

CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLING PATCH PANELS (COPPER AND FIBER)

WITH RACK, AND SHALL BE RESPONSIBLE FOR ALL CABLE TERMINATIONS AT THE PATCH PANELS.

THE NCA SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL ACTIVE EQUIPMENT,

CONTROLLERS, SWITCHES, ETC. THAT RESIDE WITHIN THESE RACKS.

GROUNDING AND BONDING:

THE EC SHALL BE RESPONSIBLE FOR INSTALLING THE GROUNDING BUSBAR(S) AS ILLUSTRATED ON THE DRAWINGS AND SPECIFICATIONS, AND CONNECTING IT TO THE BUILDING MAIN ELECTRICAL

SERVICE GROUND. THE EC SHALL BE RESPONSIBLE FOR GROUNDING ALL BACKBONE CONDUIT

AND CABLE TRAY.

THE SCSC SHALL BE RESPONSIBLE FOR GROUNDING ALL RACKS, CABINETS, ENCLOSURES,

PROTECTOR BLOCKS AND CABLE LADDER-RACK INSIDE TELECOMMUNICATIONS ROOMS.

FIRESTOPPING:

THE EC SHALL BE RESPONSIBLE FOR FIRE-STOPPING SLEEVE ASSEMBLIES TO OBTAIN A UL RATING.

THE SCSC SHALL BE RESPONSIBLE FOR FIRE-STOPPING INSIDE THE SLEEVES AFTER CABLE

INSTALLATION IS COMPLETE.

CONDUIT:

THE EC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL BACKBONE AND HORIZONTAL CABLING

PATHWAYS. THIS SHALL INCLUDE ALL INTERIOR CONDUITS, PATHWAY COMPONENTS SUCH AS

JUNCTION BOXES, PULL BOXES, WALL/CEILING PENETRATIONS AND CONDUIT SLEEVES, WHETHER SHOWN ON THE DRAWINGS OR AS REQUIRED TO PENETRATE FULL-HEIGHT PARTITIONS AS SHOWN ON THE DRAWINGS. THE EC SHALL PROVIDE AND INSTALL ALL BUSHINGS ON TELECOMMUNICATIONS

CONDUITS PRIOR TO INSTALLATION OF CABLING.

THE SCSC SHALL BE RESPONSIBLE FOR ALL WIRE RACEWAYS, CABLE RUNWAY (LADDER RACK) AND

OTHER REQUIREMENTS FOR ROUTING AND SECURING CABLE INSIDE THE MAIN

TELECOMMUNICATIONS ROOM (MTR) AND ALL TR'S.

TELECOMMUNICATIONS COMMUNICATIONS OUTLETS (C.O.'S) AND DEVICES:

THE EC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CONDUIT AND BACK-BOXES

ASSOCIATED WITH THE TELECOMMUNICATIONS C.O.'S AND DEVICES.

THE SCSC SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL STRUCTURED CABLING, JACKS,

FACEPLATES AND JUMPER/PATCH CORDS.

BACKBOARDS:

THE EC SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL BACKBOARDS AS ILLUSTRATED

ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE SYSTEM AS ILLUSTRATED IN THE

SPECIFICATIONS. THE EC SHALL BE RESPONSIBLE FOR ROUGH-IN OF ALL CONDUIT AND BACK-BOXES.

POWER CONDUITS SHALL BE CONCEALED BEHIND ALL BACKBOARDS. BACKBONE CONDUIT SHALL BE

EXPOSED AS ILLUSTRATED ON THE DRAWINGS (TR WALL ELEVATIONS).

COORDINATION NOTES

FLOOR RECEPTACLE - (1) CAT6A CABLE PER PORT.

# = NUMBER OF PORTS, CH = COUNTER HEIGHT

TELECOMM GROUND BUS BAR, COPPER

TELECOMMUNICATIONS ABBREVIATIONS

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

CCTV 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

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

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTNG LIGHTNING

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

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

POTS PLAIN OLD TELEPHONE SYSTEM

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

TMGB TELECOMMUNICATIONS MAIN GROUND BUSBAR

TGB TELECOMMUNICATIONS GROUND BUSBAR

MSB MAIN SWITCH BOARD

TBB TELECOMMUNICATIONS BONDING BACKBONE

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

WP WEATHERPROOF

ELECTRICAL GENERAL NOTES

WHERE THERE IS A DISCREPANCY BETWEEN ABOVE GENERAL NOTES AND SPECIFICATIONS,

WHERE APPLICABLE, SPECIFICATIONS SHALL BE FOLLOWED

APPLICABLE CODES

1. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), INCLUDING (BUT NOT LIMITED TO):

a. NATIONAL ELECTRICAL CODE (NEC), NFPA 70 - 2023

b. NATIONAL FIRE ALARM CODE, NFPA 72 - 2022

c. LIFE SAFETY CODE, NFPA 101 – 2021

2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), INCLUDING (BUT NOT LIMITED TO):

a. NATIONAL ELECTRICAL SAFETY CODE, ANSI C2

3. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

4. FEDERAL COMMUNICATION COMMISSION (FCC)

5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

6. INSULATED CABLE ENGINEERS ASSOCIATION (ICEA)

7. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

8. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

9. AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM)

10. ILLUMINATION ENGINEERING SOCIETY (IES)

11. ANTI-FRICTION BEARING MANUFACTURERS ASSOCIATION (AFBMA)

12. BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. (BOCA)

13. INTERNATIONAL CODE COUNCIL (ICC):

a. INTERNATIONAL BUILDING CODE (IBC)

14. UNIFORM BUILDING CODE (UBC)

15. COMBINED ANSI/ASHRAE/IES STANDARD 90.1 – “ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL

BUILDINGS”

16. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION INSTALLATION STANDARDS (NECA)

17. AMERICANS WITH DISABILITIES ACT (ADA)

18. APPLICABLE STATE AND LOCAL CODES, AMENDMENTS, REGULATIONS, AND PRACTICES.

19. APPLICABLE REGULATORY REQUIREMENTS AND ADVISORY PRACTICES OF APPROPRIATE

a. AUTHORITIES HAVING JURISDICTION (AHJs).

20. APPLICABLE STANDARDS, REGULATIONS, AND PRACTICES OF THE OWNER.

1. THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS". ALL WORKMANSHIP, METHODS AND/OR MATERIALS DESCRIBED OR IMPLIED BY ONE AND NOT DESCRIBED OR IMPLIED BY THE OTHER SHALL BE PROVIDED, FURNISHED OR PERFORMED AS IF IT HAD APPEARED IN BOTH SECTIONS. THE TERM "CONTRACT DOCUMENTS" DESCRIBED HEREIN IS NOT LIMITED SOLELY TO THE ELECTRICAL PORTION OF THE DRAWINGS AND SPECIFICATIONS, BUT

ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS OF ALL DIVISIONS AS A WHOLE.

2. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO OWNER PRIOR TO THE FINAL ACCEPTANCE. THE MANUAL SHALL INCLUDE, AS A MINIMUM, (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. ALSO PROVIDE TWO OPERATIONS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS AND METHOD OF OPERATION FOR EQUIPMENT SHALL BE CLEARLY IDENTIFIED, AND THE NAME, PHONE NUMBER AND

ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY.

3. INCLUDE IN BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL RULES, REGULATIONS AND GUIDELINES APPLICABLE. COMPLY FULLY WITH LOCAL STATUTES REGARDING MERCURY-CONTAINING DEVICES, AND WITH ALL DEP AND EPA APPLICABLE GUIDELINES AT THE TIME OF DISPOSAL. PROVIDE OWNER WITH WRITTEN CERTIFICATION

OF ACCEPTED DISPOSAL.

4. ALL BRANCH CIRCUITS SHALL BE FURNISHED WITH A DEDICATED NEUTRAL. SHARED NEUTRALS ARE NOT ALLOWED

UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

5. ALL WORK ON THE ELECTRICAL SYSTEM REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE COORDINATED WITH THE WORK OF ALL OTHER DIVISIONS/TRADES PRIOR TO COMMENCEMENT OF WORK. AVOID INTERFERENCES WITH

THE PROGRESS OF OTHER DIVISIONS/TRADES.

6. ROUTING OF CONDUIT IS DIAGRAMMATIC AND NOT INTENDED TO SHOW REQUIRED OFFSETS AND DETAILS.

COORDINATE EXACT ROUTING WITH FIELD CONDITIONS AND OTHER TRADES.

7. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN STANDARDS, WHEREIN THE CODE OR OWNER'S DESIGN STANDARDS SHALL GOVERN.

8. COORDINATE ALL PROJECT SCHEDULING AND PHASING REQUIREMENTS WITH ARCHITECT/ENGINEER AND OWNER PRIOR TO SUBMITTING BID PRICE. THIS PROJECT MAY REQUIRE PHASING SEQUENCES AND POTENTIAL PREMIUM TIME WORK AND ALL COSTS FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. PROVIDE ADEQUATE WORK FORCE AND EQUIPMENT, AND INCLUDE PREMIUM TIME AS MAY BE REQUIRED IN ORDER TO ADHERE TO THE PROJECT SCHEDULE. ADDITIONALLY, ENSURE THAT LONG LEAD ITEMS DO NOT IMPACT THE PROJECT'S SCHEDULE OR

PHASING.

9. ANY TEMPORARY INTERRUPTION ON POWER REQUIRED FOR THE SYSTEM TIE-IN OR SWITCHOVER FOR ANY PORTION OF THE ELECTRICAL SYSTEM SHALL BE PRE-APPROVED IN WRITING BY THE OWNER AND SCHEDULED IN

ADVANCE.

10. CONDUCT WORK OPERATIONS AND DEBRIS REMOVAL IN A MANNER THAT ENSURES MINIMUM INTERFERENCE WITH NORMAL BUSINESS OPERATIONS, TRAFFIC, PARKING, ETC. ONGOING IN ADJACENT OCCUPIED SPACES OR FACILITIES. PROVIDE ALL THAT IS REQUIRED TO EFFECTIVELY PROTECT SURROUNDING OCCUPANTS, EQUIPMENT, FINISHES, FURNITURE, ETC. FROM DAMAGE OR EXCESSIVE NOISE THROUGHOUT THE DURATION OF THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR ANY LOSSES OR DAMAGE. ANY DAMAGE RESULTING FROM THE FAILURE TO ADHERE TO THIS REQUIREMENT. RESTORE DAMAGED ELEMENTS TO ORIGINAL CONDITION BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER, AT NO ADDITIONAL COSTS. REPORT OF ANY SUCH OCCURRENCE TO THE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY AND AWAIT WRITTEN DIRECTION PRIOR TO

PROCEEDING WITH REPAIRS.

11. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO 6' ABOVE EQUIPMENT OR STRUCTURAL CEILING, WHICHEVER DISTANCE IS LOWER, WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL

APPURTENANCES IN ACCORDANCE WITH NEC.

12. THE INFRASTRUCTURE FOR THE VOICE/DATA TELECOMMUNICATIONS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE TELECOMMUNICATIONS CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT AND COMPONENTS. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE TELECOMMUNICATIONS CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, CONDUIT

STUB-UPS PRIOR TO ROUGH IN.

13. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY.

14. PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE

SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER.

15. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE A/E AND OWNER, THE CONTRACTOR SHALL MAKE ALL CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST COMPENSATION FROM THE CONTRACTOR FOR

SAID SERVICES.

16. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEM AFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE A/E FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL ELECTRICAL FLOOR PLANS, DETAILS, PANEL SCHEDULES, ETC.

17. OWNER FURNISHED EQUIPMENT: VERIFY AND COORDINATE ELECTRICAL ROUGH IN REQUIREMENTS FOR OWNER

FURNISHED EQUIPMENT PRIOR TO ROUGH IN.

18. WHERE SUBMITTED EQUIPMENT REQUIRES REVISION TO OVERCURRENT PROTECTION, CONDUIT OR WIRING, MAKE

CHANGES IN ACCORDANCE WITH APPLICABLE CODES.

ELECTRICAL DEMOLITION NOTES

1. THE FACILITY WILL REMAIN OCCUPIED DURING RENOVATIONS.

2. DEVICES, LIGHT FIXTURES AND EQUIPMENT SHOWN IN DASHED LINE TYPE ARE EXISTING TO BE DEMOLISHED; DEVICES, LIGHT

FIXTURES AND EQUIPMENT SHOWN IN LIGHT SOLID LINE TYPE ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED.

3. EXISTING EQUIPMENT, LIGHT FIXTURES, DEVICES SHOWN ARE BASED ON FIELD SURVEYS AND RECORD DRAWINGS PROVIDED

BY THE OWNER, AND IS NOT NECESSARILY ALL INCLUSIVE IN EVERY AREA AS FAR AS EXISTING ELECTRICAL EQUIPMENT, LIGHT FIXTURES AND DEVICES. EXISTING CIRCUITING SHOWN IS BASED ON RECORD DRAWINGS AND THE SURVEYED PANEL DIRECTORIES, WHERE THEY WERE AVAILABLE. THE ACTUAL CONDITIONS MAY VARY. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. THE CONDITIONS SHOWN ARE INTENDED TO SHOW THE LOCATIONS OF EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT, WHERE SHOWN ON THE PLAN DRAWINGS, AND IN NO WAY RELIEVES THE CONTRACTOR FROM PROVIDING ANY AND ALL COORDINATION NECESSARY TO COMPLETE THE NEW WORK. FIELD CONDITIONS SHALL GOVERN.

4. WHERE EXISTING DEVICES ARE INDICATED TO REMAIN OR RELOCATED, LOCATED WITHIN THE SCOPE OF THIS PROJECT AND EXISTING CIRCUITING INFORMATION IS UNAVAILABLE, CONTRACTOR IS TO PROVIDE CIRCUIT TRACING TO IDENTIFY PANEL AND CIRCUIT DEVICES ARE CONNECTED TO AND PROVIDE THAT INFORMATION TO A/E PRIOR TO ROUTING CONDUITS AND WIRING

FOR NEW DEVICES AND EQUIPMENT WITHIN THE SCOPE OF THIS PROJECT.

5. PRIOR TO DEMOLITION, FIELD VERIFY CONDUIT AND WIRING WHICH SERVES AREAS OUTSIDE THE SCOPE OF WORK AND

PASSES THROUGH THE AREA OF WORK. MAINTAIN CONTINUITY OF SYSTEMS.

6. WHERE EXISTING DEVICES ARE TO REMAIN, CONTRACTOR MUST EXTEND EXISTING CIRCUITING WHERE NECESSARY TO

MAINTAIN CONTINUITY OF CIRCUIT.

7. COORDINATE WITH THE OWNER FOR DISPOSITION OF ELECTRICAL ITEMS TO BE DEMOLISHED. OWNER SHALL HAVE THE OPTION TO RETAIN REUSABLE ITEMS SUCH AS COVERPLATES, RECEPTACLES, LIGHT FIXTURES, PANELBOARDS, TRANSFORMERS, ETC. NOT BEING USED IN THE FINISHED WORK. COORDINATE WITH THE OWNER PRIOR TO START OF DEMOLITION. PROPERLY AND LEGALLY DISPOSE OF ALL EQUIPMENT AND MATERIALS BEING REMOVED.

8. COORDINATE EXACT AREAS, WALLS, CEILINGS, ETC. TO BE DEMOLISHED WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND

MECHANICAL DEMOLITION PLANS.

9. WHERE EXISTING DEVICES, LIGHT FIXTURES AND EQUIPMENT ARE INDICATED TO BE DEMOLISHED, REMOVE ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE PANEL OR TO NEAREST JUNCTION BOX TO MAINTAIN CIRCUIT CONTINUITY OF DEVICES TO REMAIN AND EQUIPMENT TO REMAIN. WHERE PANELS ARE TO BE REMAIN, TURN BREAKER TO "OFF" POSITION

AND LABEL THE CIRCUIT AS "SPARE" ON THE PANEL DIRECTORY.

10. ALL AREAS OUTSIDE THE SCOPE OF CONSTRUCTION ARE TO REMAIN ENERGIZED. COORDINATE PHASING WITH CONSTRUCTION MANAGER AND OWNER PRIOR TO DEMOLITION WHICH MAY RESULT IN INTERRUPTION OF POWER.

11. REMOVE ALL CONDUIT LEFT EXPOSED BY REMOVAL OF WALLS AND CEILINGS IN REMODELED OR RENOVATED AREA. CAP BOTH ENDS OF REMAINING CONDUIT IN WALL OR FLOOR WHERE CUT. REMOVE ALL ASSOCIATED SUPPORTS. REMOVE WIRING

BACK TO SOURCE OF VOLTAGE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ALL OPENINGS IN EXISTING CONSTRUCTION AFTER REMOVAL OF EQUIPMENT AND ELECTRICAL DEVICES, UNLESS OTHERWISE NOTED ON ARCHITECTURAL PLANS. REPAIRS ARE TO BE DONE TO LOGICAL EDGES OF SURFACES AFFECTED AND SHALL MATCH IMMEDIATE ADJACENT AREAS IN CONSTRUCTION, MATERIAL, FIRE RATING, FINISH AND COLOR.

13. PROVIDE BLANK COVERPLATES WHERE DEVICES ARE BEING REMOVED FROM EXISTING WALLS TO REMAIN. MATCH COLOR OF

NEW ADJACENT DEVICE COVERPLATES.

14. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND OBTAIN

CLARIFICATIONS FROM ARCHITECT/ENGINEER IF NECESSARY.

15. COORDINATE SERVICE INTERRUPTION WITH CONSTRUCTION MANAGER, OWNER, LANDLORD, AND UTILITY COMPANY, WHERE APPLICABLE, AND DO NOT INTERRUPT POWER WITHOUT WRITTEN PERMISSION. PROVIDE A MINIMUM OF ONE WEEK'S

WRITTEN NOTIFICATION WHEN POWER IS DESIRED TO BE INTERRUPTED.

16. EXERCISE EXTREME CAUTION WHEN REMOVING/ RELOCATING WIRING AND EQUIPMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT OTHER WIRING DEVICES, EQUIPMENT AND LIGHT FIXTURES THAT MAY BE CONNECTED TO

THE SAME CIRCUIT REMAIN OPERATIONAL AND ACTIVE.

17. INFORMATION INDICATED IN THE DEMOLITION PORTION OF THE CONTRACT DRAWINGS IS DIAGRAMMATIC IN NATURE. FIELD VERIFY ELECTRICAL CIRCUIT HOMERUNS TO ALL ELECTRICAL ITEMS SCHEDULED TO BE DEMOLISHED AND PERFORM THE

WORK AS INTENDED AND DEPICTED ON THE DRAWINGS.

18. UPDATE ALL EXISTING ELECTRICAL EQUIPMENT NAMEPLATES AND DIRECTORIES AS NECESSARY TO REFLECT FINAL AS-BUILT

CONDITIONS AT THE END OF CONSTRUCTION.

19. STORE ITEMS INDICATED TO BE RETURNED TO THE OWNER IN A DRY, CLEAN AND PROTECTED AREA. NOTIFY OWNER WHEN

ITEMS ARE READY TO BE REMOVED.

20. SCHEDULE ALL POWER INTERRUPTION WITH OWNER FOR EXACT DATE, TIME AND DURATION. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO DISCONNECTING ANY POWER TO ANY PORTION OF THE BUILDING, AND MAKE ARRANGEMENTS TO MAINTAIN POWER TO ALL CRITICAL EQUIPMENT AS NEEDED AND REQUESTED BY THE OWNER PRIOR TO COMMENCEMENT OF

WORK.

21. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE A/E. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED ELECTRICAL DEMOLITION WHETHER INDICATED ON THE PLANS OR NOT.

22. ALL CONDUITS SERVING OTHER SPACES THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE DISRUPTION TO THESE OTHER SPACES. ENSURE THAT ALL CONDUITS, NEW OR EXISTING WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC. ANY EXISTING CONDUIT IS INSTALLED BELOW THE HEIGHT OF THE NEW CEILING SHALL BE RELOCATED TO ABOVE THE NEW CEILING HEIGHT.

23. REMOVE ALL ABANDONED WIRING AND CONDUIT THAT IS WITHIN THE PROJECT AREA PRIOR TO THE END OF CONSTRUCTION.

24. UPDATE PANELBOARD DIRECTORIES WHICH ARE MODIFIED BY THIS PROJECT.

25. REPAIR DISTURBED AREAS TO MATCH EXISTING CONDITIONS.

ABC

100 A

AUTOMATIC TRANSFER SWITCH

ABC - INDICATES ATS DESIGNATION

100A - INDICATES ATS RATING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Design and Construction

Service

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

Integrity Federal Services

(304) 725-8456

Integrity Federal Services - The LA Group Joint Venture, LLC

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

Modjeski and Masters

(717) 790-9565

The LA Group

(518) 587-8100

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

A u to d e s k D o c s /0

A la b a m a N a ti o n a l C e m e te ry /0

A la b a m a N a ti o n a l C e m e te ry R

T .r v t

/2 /2

:3

:3

A M

ET001

ELEC/TECH LEGEND, ABBREV, &

GENERAL NOTES

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 BMS CVM

BID DOCUMENTS

SHEET LIST

SHEET NUMBER SHEET NAME

ET001 ELEC/TECH LEGEND, ABBREV, & GENERAL…