VA Medical Center Clarksburg WV Boiler 3 Replacement Project Drawings Bid Documents 05 20 2025.pdf

MEZZANINE FLOOR 100 PSF

I. GENERAL

1) THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS WITH THE ARCHITECTURAL AND OTHER TRADES DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES OR

OMISSIONS PRIOR TO CONSTRUCTION.

IF INFORMATION SHOWN ON THESE DRAWINGS ARE NOT CLEAR OR MISSING, THE CONTRACTOR SHALL SUBMIT REQUEST FOR INFORMATION (RFI) IN WRITING. THE CONTRACTOR SHALL NOT START/ PROCEED WITH DEMOLITION, FABRICATION & CONSTRUCTION

UNTIL AN ADEQUATE RESPONSE TO THE RFI FROM ARCHITECT/ ENGINEER IS RECEIVED IN WRITING.

2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND SHORING, AS REQUIRED, TO INSURE VERTICAL AND

LATERAL STABILITY OF THE ENTIRE STRUCTURE OR PORTION THEREOF DURING CONSTRUCTION. THE DESIGN PROCEDURES SHALL CONFORM TO ALL GOVERNING CODES AND SAFETY REQUIREMENTS. TEMPORARY BRACING AND SHORING SHALL BE IN CONFORMANCE WITH

OSHA REGULATIONS.

3) ALL VERTICAL ELEMENTS (WALLS, COLUMNS) ARE DESIGNED AS LATERALLY BRACED BY THE FLOOR AND ROOF SYSTEMS. CONTRACTOR

SHALL ENSURE THAT WALLS ARE ADEQUATELY BRACED DURING CONSTRUCTION.

4) SUBMITTALS

a. SUBMITTALS SHALL BE PROVIDED TO THE CONTRACTOR, ARCHITECT, STRUCTURAL ENGINEER, AND THE OWNER. THE GENERAL

CONTRACTOR SHALL REVIEW AND STAMP ALL SUBMITTALS TO INDICATE A STATEMENT OF COMPLIANCE OR NON-COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTALS WITHOUT THIS STATEMENT MAY BE RETURNED FOR RESUBMITTAL.

b. SUBMITTALS SHALL CLEARLY INDICATE THE REFERENCE CONTRACT DOCUMENTS WITH REVISION AND THE GENERAL CONTRACTOR SHALL

VERIFY THAT THE LATEST CONTRACT DOCUMENTS HAVE BEEN USED FOR THE SUBMITTALS.

c. SUBMITTALS REQUIRING A REGISTERED PROFESSIONAL ENGINEER'S SEAL OR REQUIRING SUPERVISION BY A REGISTERED PROFESSIONAL ENGINEER: THE ENGINEER SHALL HAVE AN ACTIVE REGISTRATION IN THE STATE IN WHICH THE PROJECT IS LOCATED.

d. CONTRACT DRAWINGS SHALL NOT BE REPRODUCED FOR ANY SUBMITTAL.

II. CAST-IN-PLACE CONCRETE

1) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318 AND ACI 302, LATEST EDITION.

2) REINFORCING STEEL

a. DEFORMED BILLET STEEL: ASTM A615 - GRADE 60

b. WELDED WIRE FABRIC (WWF): ASTM A185

3) ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" (ACI-315). DETAILS OF REINFORCEMENT SHALL CONFORM TO ACI 318, ACI 315 AND CRSI STANDARDS.

4) REINFORCEMENT SPLICES SHALL BE LAP SPLICES WITH A MINIMUM LAP OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE.

5) CAST-IN-PLACE CONCRETE SHALL BE READY-MIX PER ASTM-C94. THE MIX SHALL BE PROPORTIONED WITH:

a. PORTLAND CEMENT: ASTM C150

b. AGGREGATES (3/4 IN MAXIMUM SIZE): ASTM C33

c. NO CALCIUM CHLORIDE SHALL BE PERMITTED

d. AIR ENTRAINMENT: ASTM C260

e. WATER REDUCING ADMIXTURE: ASTM C494

f. FLYASH CLASS F: 20% MAXIMUM BY WEIGHT: ASTM C618

g. WATER, CLEAN AND POTABLE

6) RESTRICT THE ADDITION OF WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. THE REPORTS SHALL INDICATE HOW MUCH WATER WAS ADDED AT THE JOB SITE. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME.

7) PROVIDE LEAN CONCRETE UNDER FOUNDATIONS FOR ACCIDENTAL OVER EXCAVATIONS OF SOFT SPOTS AND TRENCHES.

8) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301 AND ACI 308. APPLY A 30% SOLIDS LIQUID MEMBRANE

FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309. LIQUID MEMBRANE MUST NOT ADVERSELY AFFECT SURFACE

FOR BONDING OF FUTURE FINISHES.

9) CONCRETE COMPRESSIVE STRENGTH AT 28 DAY CURE, F'c = 3,500 PSI MIN 10)SLABS ON GRADE (REINFORCED) SHALL BE 4 IN THICK 6 X 6- W 1.4 x 1.4 WWF 11)LAP MESH 8 IN AT EACH DIRECTION. PLACE CONCRETE OVER VAPOR BARRIER WITH MINIMUM 12 IN OVERLAP AND MINIMUM 4 IN OF

COARSE AGGREGATE OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THE AGGREGATE LAYER SHALL BE PLACED OVER FIRM NATURAL SUBGRADE OR ON COMPACTED AND CONTROLLED FILL. USE AIR ENTRAINMENT AT ALL EXTERIOR SLABS. PROVIDE CONTROL AND CONSTRUCTION JOINTS AT BREEZEWAYS AS REQUIRED TO PREVENT UNCONTROLLED CRACKING PER ACI REQUIREMENTS.

12)SLUMP: 4 IN PLUS OR MINUS 1 IN AT THE POINT OF DISCHARGE INTO THE FORMS.

13)WATER CEMENT RATIO SHALL NOT EXCEED 0.45 FOR ALL AIR ENTRAINED CONCRETE & FOR CONCRETE STRENGTH OF 4,500 PSI &

HIGHER. WATER CEMENT RATIO SHALL NOT EXCEED 0.48 FOR ALL OTHER USE.

14)VAPOR BARRIER SHALL BE ASTM E 1745, CLASS A, 10 MIL POLYETHYLENE MINIMUM.

15)CONCRETE COVER BETWEEN FACE OF REINFORCING BAR AND FACE OF CONCRETE SHALL BE ACCORDING TO THE FOLLOWING MINIMUM

DIMENSIONS (TOLERANCES) UNLESS NOTED OTHERWISE:

a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN (-1/8”, +1”)

b. FORMED AND EXPOSED TO WEATHER OR EARTH:

i. NO. 5 AND SMALLER BARS 1 1/2 IN (-1/4”, +1/2”)

ii. NO. 6 AND LARGER BARS 2 IN (-1/4”, +1/2”)

c. FORMED AND NOT EXPOSED TO WEATHER OR EARTH:

i. SLABS & WALLS: 3/4 IN (-1/4”, +3/8”)

ii. BEAMS AND COLUMNS: 1-1/2 IN (-1/4”, +1/2”)

16)ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE A MINIMUM AIR ENTRAINMENT OF 6% ±1.5 PER ACI 318-11 CLAUSE 4.4.1.

17)PROVIDE CORNER BARS 3 FT x 3 FT AT ALL WALL AND FOOTING INTERSECTIONS TO MATCH CONTINUOUS REINFORCING. ALL LAPS

SHALL BE A MINIMUM OF 30 BAR DIAMETER.

18)PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL

REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL

EXPOSED SURFACES.

19)ALL BEAMS, SPANDRELS, AND SLABS SHALL BE POURED MONOLITHICALLY EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED

CONSTRUCTION JOINTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

20)CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. ANCHORS INSTALLED IN CAST-IN-PLACE CONCRETE SHALL BE SECURED IN PLACE. USE SETTING DRAWINGS, TEMPLATES AND DIAGRAMS. ALL POST INSTALLED ANCHORS IN HARDENED

CONCRETE SHALL FULLY COMPLY WITH MANUFACTURER'S RECOMMENDATIONS.

21)CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS. PROVIDE FORMED OPENINGS OR PIPE SLEEVES WHEN POURING CONCRETE.

a. PIPE SLEEVES AND OPENINGS SHALL NOT BE LOCATED CLOSER THAN 18 IN CLEAR FROM ANY FACE OF COLUMN WITHOUT APPROVAL OF

THE ENGINEER UNLESS NOTED ON DRAWINGS.

b. IF CUTTING OR DRILLING OF CONCRETE SLAB IS REQUIRED, ALL MEANS OF AVOIDING DAMAGE TO SLAB REINFORCEMENT SHALL BE

UTILIZED, INCLUDING VERIFYING LOCATION OF REBARS.

c. ARRANGE REINFORCING AROUND OPENINGS AS SHOWN IN TYPICAL DETAILS. EMBEDDED PIPES OR CONDUITS SHALL BE SPACED AT

LEAST THREE DIAMETERS ON CENTERS, UNLESS NOTED OTHERWISE.

d. PLACE SLAB BARS TO CLEAR SLEEVES AND MAINTAIN 1 1/2 IN CLEAR SPACING BETWEEN BARS. WHERE SLEEVES ARE CLOSELY SPACED IN

A GROUP, THE GROUP SHALL BE TREATED AS AN OPENING AND REINFORCED ACCORDINGLY.

SUBMITTALS:

22)SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301

CHAPTER 3, METHOD 1 OR 2 FOR ENGINEER OF RECORD'S APPROVAL. THE PROPOSED MIX DESIGN SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE SIGNED AND SEALED CONCRETE DESIGN MIX REVIEWED AND APPROVED BY THE ENGINEER OF

RECORD SHALL BE AVAILABLE AT THE SITE AT ALL TIMES FOR THE BUILDING INSPECTOR.

23)SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND

DIAGRAMS.

24)SUBMIT PRODUCT DATA FOR POST INSTALLED ANCHORS AND SHOP DRAWINGS FOR ANCHORS IN CAST-IN-PLACE CONCRETE INDICATING

SIZES, LOCATIONS AND MEANS AND METHOD FOR REVIEW.

III. STRUCTURAL STEEL

1) STRUCTURAL STEEL SHALL CONFORM TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS", LATEST EDITION, EXCEPT CHAPTER 4.2.1, CODE OF STANDARD PRACTICE.

2) ALL STRUCTURAL STEEL SHALL BE

a. W SHAPES ASTM 992 (WHERE AVAILABLE) OR ASTM A572 (GRADE 50)

b. PLATES, CHANNELS AND ANGLES ASTM A572 (GRADE 50) OR A36

c. STRUCTURAL TUBES (HSS) ASTM A500 (GRADE B)

d. PIPE SECTIONS ASTM A53 (STANDARD PIPE U.N.O.)

e. BOLTS ASTM A325 OR A490 BOLTS.

f. ANCHOR BOLTS ASTM F1554 GRADE 55

3) NON-SHRINK GROUT SHALL BE NONMETALLIC SHRINKAGE-RESISTANT GROUT, PREMIXED, NONMETALLIC, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND

WATER-REDUCING AGENTS, COMPLYING WITH CE-CRD-C621.

4) WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.N.O. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE.

5) BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. USE BEARING TYPE BOLTS WITH THREAD ALLOWED ACROSS THE

SHEAR PLANE. SIZE AND USE OF HOLES: SEE AISC TABLE J3.1 U.N.O.

6) ALL MISCELLANEOUS STEEL CONNECTIONS SHALL BE WELDED ALL AROUND WITH 1/4 IN FILLET WELD UNLESS OTHERWISE NOTED, EXCEPT

FOR SLOTTED CONNECTIONS.

7) ALL STEEL MEMBERS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED AND MEMBERS LOCATED WITHIN 4" OF THE OUTSIDE FACE

OF EXTERIOR WALL SHALL BE HOT-DIPPED GALVANIZED IN THEIR ENTIRETY.

8) FULL PENETRATION WELDS SHALL BE MADE AGAINST A 1/8 IN X 1 IN BACKER PLATE TACK WELDED IN PLACE BELOW FEEDING THE WELD.

PENETRATION WELDS SHALL BE EQUIVALENT IN DEPTH AND LENGTH TO THE PARTS JOINED.

9) COLUMN SPLICES SHALL BE DESIGNED IN ACCORDANCE THE AISC “STRUCTURAL STEEL DETAILING" MANUAL.

10)NO SPLICES OR PENETRATIONS SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP

DRAWINGS.

11)PAINTING: ONE COAT OF SHOP PAINT SHALL BE APPLIED TO ALL STRUCTURAL STEEL WITH THE EXCEPTION OF AREAS TO BE WELDED.

12)FABRICATION SHALL NOT PROCEED PRIOR TO SHOP DRAWINGS APPROVAL.

TESTING:

13)QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS AND

ULTRASONIC TEST (UT) 50 PERCENT OF FULL PENETRATION WELDS. VISUAL WELDING INSPECTION SHALL BE PERFORMED BY AN AWS

CERTIFIED WELDING INSPECTOR.

SUBMITTALS:

14)SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELD SIZE AND LENGTH, BOLTS, CUTS, PENETRATIONS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL

STRUCTURAL STEEL FRAMING.

15)ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS.

16)SHOP DRAWING PREPARATION SHALL BE SUPERVISED BY A REGISTERED PROFESSIONAL ENGINEER.

IV. METAL STAIRS, LADDERS, GUARDS, AND HANDRAILS

1) METAL STAIRS AND LADDERS SHALL BE DESIGNED AND CERTIFIED BY THE MANUFACTURER'S LICENSED DESIGN ENGINEER. PROVIDE CROSS-BRACING BELOW METAL STRINGERS TO AVOID LATERAL MOVEMENT AS REQUIRED. DESIGN SHALL BE PER THE METAL STAIR

MANUFACTURER'S ENGINEER.

2) HANDRAILS AND GUARDS:

a. HANDRAILS ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY

DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS OF THE STRUCTURE.

b. HANDRAILS ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY

DIRECTION AT ANY POINT ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PROCEEDING PARAGRAPH. CONTRACTOR'S ENGINEER SHALL VERIFY ABOVE LOADING REQUIREMENT

WITH APPLICABLE CODE.

3) SUBMITTALS:

a. METAL STAIRS, LADDERS, GUARDS, HANDRAILS AND BALCONIES: SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR

REVIEW AND APPROVAL. SHOP DRAWING PREPARATION SHALL BE SUPERVISED BY A REGISTERED PROFESSIONAL ENGINEER

STAIRS AND LANDINGS 100 PSF

TOPOGRAPHIC WIND EFFECTS NO

WARNING: THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN IN THESE PLANS DEPENDS

ON COMPLETION ACCORDING TO THE PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE

NOT SELF-BRACING UNTIL PERMANENTLY AFFIXED TO THE STRUCTURE. THE STRUCTURAL

ENGINEERS ASSUME NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION.

SIMILARLY, ALL EXISTING STRUCTURES AND EXISTING ADJACENT BUILDINGS TO REMAIN SHALL

BE EVALUATED BY THE GENERAL CONTRACTOR FOR STABILITY PRIOR TO ANY DEMOLITION AND

CONSTRUCTION. IF DEEMED NECESSARY, ALL EXISTING STRUCTURES AND EXISTING ADJACENT

BUILDINGS TO REMAIN SHALL BE FULLY BRACED AND SHORED AS REQUIRED BY THE GENERAL

CONTRACTOR. GENERAL CONTRACTOR SHALL OBTAIN A SERVICE OF A CERTIFIED BRACING AND

SHORING CONTRACTOR AND IT'S CERTIFIED SPECIALTY ENGINEER AS REQUIRED.

DESIGN CODE: 2018 INTERNATIONAL BUILDING CODE

(IBC)

SHEET NO. DRAWING DESCRIPTION

S001 STRUCTURAL NOTES1

S101 PART FRAMING PLANS - EXISTING CONDITION

S102

S201 WALL SECTION FOR EXISTING CONDITION

S202

ULTIMATE WIND SPEED 115 MPH

BASIC WIND SPEED 90 MPH

RISK CATEGORY IV

WIND EXPOSURE CATEGORY B

PART FRAMING PLANS - NEW WORK

WALL SECTION FOR NEW MEP UNIT

SEISMIC IMPORTANCE FACTOR (I) 1.0

BUILDING RISK CATEGORY IV

SITE CLASS D

MAPPED SPECTRAL RESPONSE ACCELERATIONS

0.103 0.051

i. AT SHORT PERIODS (Ss)

ii. AT A PERIOD OF 1 SEC (S1)

SPECTRAL RESPONSE COEFFICIENTS

0.11 0.081

i. AT SHORT PERIODS (SDs)

ii. AT A PERIOD OF 1 SEC (SD1)

SEISMIC DESIGN CATEGORY C

SEISMIC RESPONSE COEFFICIENT (Cs) 0.85

RESPONSE MODIFICATION FACTOR (R)

ANALYSIS PROCEDURE USED

2.5

SEE NOTE 1

NOTES:

1. EQUIVALENT LATERAL FORCE PROCEDURE.

SEAL Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103Replace Boiler #3

BID DOCUMENTS 05/20/2025

3930 Pender Drive #175 Fairfax, VA 22030 703.890.5000

703.890.5006-FAX

email: info@beidc.com

BEI# 23166.00

30% SUBMISSION 02-23-2022

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

05/20/2025

BID DOCUMENTS 05-20-2025

STRUCTURAL NOTES

S001

SEAL Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

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S H

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103Replace Boiler #3

NO SCALE

KEY PLAN

AREA OF WORK

BID DOCUMENTS 05/20/2025

3930 Pender Drive #175 Fairfax, VA 22030 703.890.5000

703.890.5006-FAX

email: info@beidc.com

BEI# 23166.00

30% SUBMISSION 02-23-2022

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

05/20/2025

BID DOCUMENTS 05-20-2025

PARTIAL FRAMING PLANS -

EXISTING CONDITION

S101

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

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S H

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X4 2"

F U

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103Replace Boiler #3

NO SCALE

KEY PLAN

AREA OF WORK

BID DOCUMENTS 05/20/2025

3930 Pender Drive #175 Fairfax, VA 22030 703.890.5000

703.890.5006-FAX

email: info@beidc.com

BEI# 23166.00

30% SUBMISSION 02-23-2022

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

05/20/2025

BID DOCUMENTS 05-20-2025

PARTIAL FRAMING PLANS - NEW

WORK

S102

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

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N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103Replace Boiler #3

BID DOCUMENTS 05/20/2025

3930 Pender Drive #175 Fairfax, VA 22030 703.890.5000

703.890.5006-FAX

email: info@beidc.com

BEI# 23166.00

30% SUBMISSION 02-23-2022

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

05/20/2025

BID DOCUMENTS 05-20-2025

WALL SECTIONS FOR EXISTING

CONDITION

S201

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103Replace Boiler #3

BID DOCUMENTS 05/20/2025

3930 Pender Drive #175 Fairfax, VA 22030 703.890.5000

703.890.5006-FAX

email: info@beidc.com

BEI# 23166.00

30% SUBMISSION 02-23-2022

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

05/20/2025

BID DOCUMENTS 05-20-2025

WALL SECTIONS FOR NEW

BOILER

S202

COVER SHEET-MECHANICAL

AM

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

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CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

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IS

S H

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N

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X4 2"

F U

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E, U

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G R

A

PH

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C A

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

M001

1/4" = 1'-0"

BOILER ROOM-DEMOLITION WORK PLAN1

BOILER ROOM FLOOR PLAN-

PIPING-DEMOLITION WORK

MD101

AM

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

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IS

S H

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N

O T

X4 2"

F U

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E, U

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G R

A

PH

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C A

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Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

NO SCALE

KEY PLAN

AR

AREA OF WORK

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

BOILER ROOM-NEW WORK PLAN1

1/4" = 1'-0"

PARTIAL ROOF PLAN-NEW WORK2

BOILER ROOM & ROOF PLAN-

PIPING-NEW WORK

MP101

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

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T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

NO SCALE

KEY PLAN

AR

AREA OF WORK

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

BOILER ROOM-PHASING PLAN

TEMPORARY PORTABLE BOILER ROOM

NO SCALE

PHASING PLAN

MP102

AM

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

NO SCALE

KEY PLAN

AR

AREA OF WORK

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MJ101

SCHEDULES

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MI101

CONTROLS

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MI102

CONTROLS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MR101

SCHEMATIC PIPING DIAGRAMS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MR102

SCHEMATIC PIPING DIAGRAMS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MK101

DETAILS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MK102

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

B

A

C

D

E

F

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

MK103

E001

COVER SHEET- ELECTRICAL

NN

SEAL

SIGNATURE:

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

NO. 1

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

C

B

A

97 8654321

ART - ARCHITECTURE - ENGINEERING

2787 HILL ROAD

VIENNA, VA 22181

FRANK V. STURGEON, AIA

AMBRISH RASTOGI, PE

703.938.5226

FRANK@ADG10.COM

A DESIGN GROUP, LLC

IF

T

H

IS

S H

EE

T

IS

N

O T

X4 2"

F U

LL

S

IZ

E, U

SE

G R

A

PH

IC

S

C A

LE

Clarksburg WV Medical Center

NO. DESCRIPTION DATE

540-22-103

05/20/2025

Replace Boiler #3

30% SUBMISSION 02-23-2022

AR

30% SUBMISSION (RESUBMISSION) 12-30-2022

60% SUBMISSION 11-24-2023

100% SUBMISSION 03-27-2024

100%-2ND SUBMISSION 05-14-2024

BID DOCUMENTS 05-20-2025

AutoCAD SHX Text

1. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TESTS, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. THE CONTRACTOR SHALL ACKNOWLEDGE ACCEPTANCE OF THE PLANS AS AN ADEQUATE DEFINITION OF THE SCOPE OF WORK AND EXTRA COST CLAIMS BASED ON DISCREPANCIES ON THE PLANS WILL NOT BE CONSIDERED. 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND ALL LOCAL CODES HAVING JURISDICTION. ALL EQUIPMENT, DEVICES, AND MATERIAL SHALL BE LISTED WITH UNDERWRITERS LABORATORIES FOR ITS APPLICATION AS INSTALLED AND SHALL BEAR THE UL LABEL. 3. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES WHICH ARE REQUIRED FOR THE COMPLETION OF HIS WORK. 4. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEERS BEFORE BIDDING. 5. ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS. ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS. 6. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. 7. CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION HEADROOM, ROOM CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION HEADROOM, ROOM FINISHES, CEILINGS, ETC. 8. SHOP DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, DEVICES AND MATERIALS SHALL BE SHOP DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, DEVICES AND MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE DELIVERY TO THE JOB SITE. EQUIPMENT, FIXTURES, DEVICES, AND MATERIAL DELIVERED TO THE JOB SITE OR INSTALLED PRIOR TO APPROVAL OF THE SHOP DRAWINGS, AND FOR WHICH THE SHOP DRAWINGS ARE SUBSEQUENTLY REJECTED, SHALL BE REPLACED WITH AN APPROVED ITEM AT NO ADDITIONAL COST TO THE COR. 9. CONTRACTOR SHALL VERIFY WIRE SIZES, C/B AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND CONTRACTOR SHALL VERIFY WIRE SIZES, C/B AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE ATTENTION OF THE ARCHITECT/ENGINEERS ANY DISCREPANCIES AFFECTING THE WORK PRIOR TO PROCEEDING. 10. ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF ALL RELATED OR AFFECTED SYSTEMS. ALL POWER OUTAGES, FIRE ALARM SHUT DOWNS, ETC SHALL BE COORDINATED WITH COR. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF ALL MOTOR OVERLOAD DEVICES CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF ALL MOTOR OVERLOAD DEVICES (HEATERS) IN STARTERS BASED ON ACTUAL NAMEPLATE RATINGS ON THE EQUIPMENT BEING INSTALLED. 12. HORSEPOWER RATINGS INDICATED ON DRAWINGS MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF HORSEPOWER RATINGS INDICATED ON DRAWINGS MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. 13. CONTRACTOR SHALL NOTE U.L. LABELS ON PACKAGED TYPE MECHANICAL EQUIPMENT. IF U.L. LABEL ON CONTRACTOR SHALL NOTE U.L. LABELS ON PACKAGED TYPE MECHANICAL EQUIPMENT. IF U.L. LABEL ON MECHANICAL EQUIPMENT TO ACTUALLY BE INSTALLED CALLS FOR THE OVER CURRENT PROTECTIVE DEVICE TO BE FUSES, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A FUSED DISCONNECT SWITCH WITH PROPER SIZE FUSES AT THE SWITCH LOCATION INDICATED ON DRAWINGS AT NO ADDITIONAL CHARGE TO THE COR. 14. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON THE DRAWINGS OR NOT. 15. ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FT. SHALL BE PROVIDED WITH A PULL WIRE OF FISH ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FT. SHALL BE PROVIDED WITH A PULL WIRE OF FISH TAPE/CORD. 16. ALL CONDUCTORS, RACEWAYS AND CABLES SHALL BE CONCEALED IN CEILING OR WALL UNLESS ALL CONDUCTORS, RACEWAYS AND CABLES SHALL BE CONCEALED IN CEILING OR WALL UNLESS INDICATED OTHERWISE. 17. OPENINGS IN EXISTING BUILDING STRUCTURE FOR PASSAGE OF CONDUITS/CABLES SHALL NOT BE CUT OPENINGS IN EXISTING BUILDING STRUCTURE FOR PASSAGE OF CONDUITS/CABLES SHALL NOT BE CUT UNTIL THE CONTRACTOR HAS ASKED FOR AND RECEIVED WRITTEN APPROVAL FROM THE ARCHITECT. 18. SYMBOLS SHOWN ON THIS SHEET ARE STANDARD SYMBOLS AND MAY NOT NECESSARILY ALL BE SYMBOLS SHOWN ON THIS SHEET ARE STANDARD SYMBOLS AND MAY NOT NECESSARILY ALL BE APPLICABLE TO THIS PROJECT. 19. THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 20. ALL PENETRATIONS OF FLOOR AND WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH IBC, NEC ALL PENETRATIONS OF FLOOR AND WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH IBC, NEC AND NFPA. 21. CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN DEVICES, WITH SPLICES LOCATED ONLY IN CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN DEVICES, WITH SPLICES LOCATED ONLY IN JUNCTION BOXES OR IN CABINETS. CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TO REACH THE FARTHEST TERMINAL IN PANELS. A MINIMUM OF 6" LOOPS SHALL REMAIN WHERE CONNECTIONS OR TAPS ARE TO BE MADE IN BRANCH CIRCUIT WIRING. 22. PROVIDE AN UPDATED TYPEWRITTEN PANEL DIRECTORY IN EACH PANEL AFTER COMPLETION OF WORK. PROVIDE AN UPDATED TYPEWRITTEN PANEL DIRECTORY IN EACH PANEL AFTER COMPLETION OF WORK. 23. ELECTRICAL CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS AND ALL MANUFACTURERS DATA AND ELECTRICAL CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS AND ALL MANUFACTURERS DATA AND WARRANTY LITERATURE AT THE COMPLETION OF THE CONTRACT. 24. IF CEILING SPACE IS USED AS PLENUM, APPROPRIATE WIRING SHALL BE USED. IF CEILING SPACE IS USED AS PLENUM, APPROPRIATE WIRING SHALL BE USED. 25. STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR, AND INSTALLED BY ELECTRICAL STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR, AND INSTALLED BY ELECTRICAL CONTRACTOR AS PER MANUFACTURER'S RECOMMENDATION. COORDINATE EXACT LOCATIONS AND REQUIREMENTS. 26. UNIT EQUIPMENT SHALL COMPLY WITH NEC 700.12 (F). UNIT EQUIPMENT SHALL COMPLY WITH NEC 700.12 (F). 27. (SHARED)" UNDER THIS CONTRACT IS DEFINED AS SPLIT CIRCUIT; CONTRACTOR SHALL SPLICE THE CIRCUIT AT THE SOURCE (SHARED)" UNDER THIS CONTRACT IS DEFINED AS SPLIT CIRCUIT; CONTRACTOR SHALL SPLICE THE CIRCUIT AT THE SOURCE PANELBOARD AND RUN SEPARATE WIRING TO THE LOADS INDICATED

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1. RACEWAY: RACEWAY: A. MINIMUM SIZE OF THE CONDUIT SHALL BE 3/4". MINIMUM SIZE OF THE CONDUIT SHALL BE 3/4". B. PROVIDE FLEXIBLE CONDUIT FOR MOTOR CONNECTIONS, AND FOR OTHER ELECTRICAL EQUIPMENT PROVIDE FLEXIBLE CONDUIT FOR MOTOR CONNECTIONS, AND FOR OTHER ELECTRICAL EQUIPMENT CONDITIONS, WHERE SUBJECT TO MOVEMENT AND VIBRATION. 18" MAXIMUM LENGTH. C. PROVIDE LIQUID TIGHT FLEXIBLE CONDUIT FOR CONNECTION OF MOTOR AND FOR OTHER ELECTRICAL PROVIDE LIQUID TIGHT FLEXIBLE CONDUIT FOR CONNECTION OF MOTOR AND FOR OTHER ELECTRICAL EQUIPMENT WHERE SUBJECT TO MOVEMENT AND VIBRATION, AND ALSO WHERE SUBJECT TO ONE OR MORE OF THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE: a. MOIST AND HUMID ATMOSPHERE WHERE CONDENSATE CAN BE EXPECTED TO ACCUMULATE. MOIST AND HUMID ATMOSPHERE WHERE CONDENSATE CAN BE EXPECTED TO ACCUMULATE. b. CORROSIVE ATMOSPHERE. CORROSIVE ATMOSPHERE. c. SUBJECT TO DRIPPING OIL, GREASE OR WATER. SUBJECT TO DRIPPING OIL, GREASE OR WATER. D. ALL CONDUITS SHALL BE GROUNDED PER NEC. CONDUITS ENTERING THE OUTLET BOXES, PANEL ALL CONDUITS SHALL BE GROUNDED PER NEC. CONDUITS ENTERING THE OUTLET BOXES, PANEL CABINETS ETC. MUST BE FITTED WITH A DOUBLE LOCKNUT AND BUSHING. E. PROVIDE RIGID STEEL, THREADED, THICK WALL CONDUIT, GALVANIZED OR EMT FOR ALL PANEL PROVIDE RIGID STEEL, THREADED, THICK WALL CONDUIT, GALVANIZED OR EMT FOR ALL PANEL FEEDERS, AND ALL EXPOSED WIRING IN UNFINISHED AREAS. F. ALL WIRE RACEWAYS IN OR PASSING THROUGH CONCRETE WALLS, SLABS, OR UNDERGROUND SHALL BE ALL WIRE RACEWAYS IN OR PASSING THROUGH CONCRETE WALLS, SLABS, OR UNDERGROUND SHALL BE GALVANIZED RIGID STEEL THREADED CONDUIT. 3. WIRES AND CABLES: WIRES AND CABLES: A. ALL WIRE AND CABLE SHALL BE COPPER WITH THHN/THWN INSULATION AND ALL WIRE SIZES ARE ALL WIRE AND CABLE SHALL BE COPPER WITH THHN/THWN INSULATION AND ALL WIRE SIZES ARE BASED ON COPPER CONDUCTORS WITH 75°C INSULATION UNLESS INDICATED OTHERWISE. ALLCONNECTORS, LUGS, ETC. SHALL BE LISTED FOR 75°C.B. PROVIDE WIRING NOT SMALLER THAN #12 AWG FOR THE POWER DISTRIBUTION, AND NOT SMALLER PROVIDE WIRING NOT SMALLER THAN #12 AWG FOR THE POWER DISTRIBUTION, AND NOT SMALLER THAN #14 AWG FOR THE FIRE ALARM SYSTEM. ARMORED METAL CABLE OR METAL CLAD CABLE, WHERE CONCEALED, MAY BE USED IF ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION AND IN COMPLIANCE WITH APPLICABLE CODES. C. ALL CIRCUITS 120/208 VOLT OVER 100 FEET AND ALL 277/480 VOLT CIRCUITS OVER 200 FEET FROM ALL CIRCUITS 120/208 VOLT OVER 100 FEET AND ALL 277/480 VOLT CIRCUITS OVER 200 FEET FROM PANEL TO FIRST OUTLET SHALL HAVE CONDUCTORS ONE SIZE LARGER THAN NORMALLY REQUIRED WHETHER INDICATED ON PANEL SCHEDULE OR NOT. D. CONDUCTORS INSTALLED UNDERGROUND OR IN THE WET LOCATIONS SHALL BE U.L. LISTED PER NEC, CONDUCTORS INSTALLED UNDERGROUND OR IN THE WET LOCATIONS SHALL BE U.L. LISTED PER NEC, AND SHALL BE SUITABLE FOR WET LOCATIONS. E. ALL BRANCH CIRCUIT WIRING SHALL BE PROVIDED WITH AN INSULATED GROUND CONDUCTOR FOR ANY ALL BRANCH CIRCUIT WIRING SHALL BE PROVIDED WITH AN INSULATED GROUND CONDUCTOR FOR ANY DEVICE ACCESSIBLE BY A PATIENT AS PER NEC 517.13 (A) & (B). 4. ELECTRICAL BOXES AND FITTINGS: ELECTRICAL BOXES AND FITTINGS: A. ALL BOXES AND FITTINGS SHALL BE OF CODE-GAUGE STEEL. ALL BOXES AND FITTINGS SHALL BE OF CODE-GAUGE STEEL. B. JUNCTION AND PULL BOXES: PROVIDE GALVANIZED CODE-GAUGE SHEET STEEL JUNCTION AND PULL JUNCTION AND PULL BOXES: PROVIDE GALVANIZED CODE-GAUGE SHEET STEEL JUNCTION AND PULL BOXES WITH SCREW-ON COVER OF TYPES, SHAPES AND SIZES TO SUIT EACH RESPECTIVE LOCATION AND INSTALLATION, WITH WELDED SEAMS AND EQUIPPED WITH STAINLESS STEEL NUTS, SCREWS, AND WASHERS. C. PROVIDE WEATHERPROOF OUTLETS FOR INTERIOR AND EXTERIOR LOCATIONS EXPOSED TO WEATHER OR PROVIDE WEATHERPROOF OUTLETS FOR INTERIOR AND EXTERIOR LOCATIONS EXPOSED TO WEATHER OR MOISTURE. D. ALL PULL BOXES SHALL BE FABRICATED FROM #12 OR HEAVIER GAUGE GALVANIZED STEEL AS ALL PULL BOXES SHALL BE FABRICATED FROM #12 OR HEAVIER GAUGE GALVANIZED STEEL AS REQUIRED BY THE NEC, AND SHALL BE EQUIPPED WITH SCREW FASTENED COVER. 5. WIRING DEVICES: WIRING DEVICES: A. PROVIDE DUPLEX, HOSPITAL GRADE RECEPTACLES 2 POLE, 3 WIRE GROUNDING WITH GREEN PROVIDE DUPLEX, HOSPITAL GRADE RECEPTACLES 2 POLE, 3 WIRE GROUNDING WITH GREEN HEXAGONAL EQUIPMENT GROUND SCREWS, GROUND TERMINALS AND POLES INTERNALLY CONNECTED TO MOUNTING YOKE, 20 AMPERES, 125 VOLTS, WITH METAL PLASTER EARS, SIDE WIRING, NEMA CONFIGURATION 5-20R. ALL RECEPTACLES ON EMERGENCY POWER SHALL BE IN RED COLOR WITH MATCHING COVER PLATES. B. WEATHERPROOF RECEPTACLE, SHALL BE WEATHER RESISTANT PER NEC 406.9. WEATHERPROOF RECEPTACLE, SHALL BE WEATHER RESISTANT PER NEC 406.9. C. SWITCHES, 20 AMPS, 120/277 VOLTS, WITH MOUNTING YOKE INSULATED FROM MECHANISM, EQUIPPED SWITCHES, 20 AMPS, 120/277 VOLTS, WITH MOUNTING YOKE INSULATED FROM MECHANISM, EQUIPPED WITH PLASTER EARS, SWITCH HANDLE, AND SIDE WIRED SCREW TERMINALS. D. ALL SWITCHES AND RECEPTACLES SHALL BE OF WHITE COLOR WITH MATCHING COVER PLATES, OR AS ALL SWITCHES AND RECEPTACLES SHALL BE OF WHITE COLOR WITH MATCHING COVER PLATES, OR AS SELECTED BY ARCHITECT. E. ALL DEVICES INSTALLED IN THE LOCATION EXPOSED TO AMBIENT CONDITIONS SHALL BE WEATHERPROOF ALL DEVICES INSTALLED IN THE LOCATION EXPOSED TO AMBIENT CONDITIONS SHALL BE WEATHERPROOF AND SHALL COMPLY WITH NEC 406.9. 6. PANELBOARDS: PANELBOARDS: A. PANELBOARD BUSBARS SHALL BE COPPER. PANELBOARD BUSBARS SHALL BE COPPER. B. PANELBOARD ENCLOSURES: PROVIDE GALVANIZED SHEET STEEL CABINET, CODE-GAUGE, GUTTERS. PANELBOARD ENCLOSURES: PROVIDE GALVANIZED SHEET STEEL CABINET, CODE-GAUGE, GUTTERS. PROVIDE FRONTS WITH ADJUSTABLE TRIM CLAMPS, AND DOORS WITH CONCEALED PIANO DOOR HINGES AND DOOR SWINGS AS INDICATED. EQUIPMENT WITH INTERIOR CIRCUIT-DIRECTORY FRAME AND CARD WITH CLEAR PLASTIC COVERING. PROVIDE BAKED GRAY ENAMEL FINISH OVER A RUST INHIBITOR COATING. DESIGN ENCLOSURES FOR RECESSED/SURFACE MOUNTING AS INDICATED. PROVIDE ENCLOSURES WHICH ARE FABRICATED BY SAME MANUFACTURES AS PANELBOARDS WHICH MATE AND MATCH PROPERLY WITH PANELBOARD TO BE ENCLOSED. C. CABINETS FOR DISTRIBUTION PANELS SHALL HAVE 6 INCHES OF GUTTER SPACE ON ALL SIDES. CABINETS FOR DISTRIBUTION PANELS SHALL HAVE 6 INCHES OF GUTTER SPACE ON ALL SIDES. PANELBOARDS AND LIGHTING PANELS SHALL HAVE A MINIMUM OF 5" ON ALL SIDES. D. ALL PANELBOARDS SHALL BE EQUIPPED WITH COMMON KEYED LOCKS. PROVIDE MINIMUM OF ONE KEY ALL PANELBOARDS SHALL BE EQUIPPED WITH COMMON KEYED LOCKS. PROVIDE MINIMUM OF ONE KEY PER PANEL PLUS (6) SPARES. E. PANELBOARDS SHALL BE AS INDICATED ON THE DRAWINGS, WITH BOLT-ON MOLDED CASE CIRCUIT PANELBOARDS SHALL BE AS INDICATED ON THE DRAWINGS, WITH BOLT-ON MOLDED CASE CIRCUIT BREAKERS AND COPPER BUS BARS. CIRCUIT BREAKERS AND INTERIORS SHALL BE OF THE SAME MANUFACTURER AND UL LISTED. THE PANELBOARDS SHALL COMPLY WITH ALL APPLICABLE STANDARDS. 7. DISCONNECT SWITCHES: DISCONNECT SWITCHES: A. DISCONNECT SWITCHES SHALL BE TYPE HD, HEAVY DUTY, FUSIBLE OR NON-FUSIBLE, AS NOTED, DISCONNECT SWITCHES SHALL BE TYPE HD, HEAVY DUTY, FUSIBLE OR NON-FUSIBLE, AS NOTED, SINGLE THROW, 600-V AC, 1200 A AND SMALLER: UL 98 AND NEMA KS 1, HORSEPOWER RATED, WITH CLIPS OR BOLT PADS TO ACCOMMODATE INDICATED FUSES, LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT TWO PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. NEMA TYPE 1 OR 3R, AS REQUIRED.

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(E) DENOTES EXISTING TO REMAIN. (R) DENOTES EXISTING TO BE REMOVED. (RE) DENOTES EXISTING TO BE RELOCATED. (ER) DENOTES NEW LOCATION OF EXISTING ITEM.(*) (N) DENOTES NEW TO MATCH EXISTING. (*) (*) EXTEND AND RECONNECT TO EXISTING BRANCH CIRCUIT WIRING AS REQUIRED. (X) REMOVE WITH ALL CIRCUITRY THERETO.

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%%UDEMO/NEW WORK LEGEND

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%%UEQUIPMENT SPECIFICATIONS

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A AFF AIC ATS AV CB CKT COR CU DN EC FAAP FACP FSS GFI GND HP HWRC IBC

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%%UELECTRICAL ABBREVIATIONS

AutoCAD SHX Text AMP ABOVE FINISHED FLOOR AMPS INTERRUPTING CAPACITY AUTOMATIC TRANSFER SWITCH AUDIO VIDEO CIRCUIT BREAKER CIRCUIT CONTRACTING OFFICER REPRESENTATIVE COPPER DOWN EMPTY CONDUIT FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FUSED SAFETY SWITCH GROUND FAULT INTERRUPTER GROUND HORSE POWER HOT WATER RECIRCULATING PUMP INTERNATIONAL BUILDING CODE

AutoCAD SHX Text %%uELECTRICAL NOTES

AutoCAD SHX Text NOTE: THESE ABBREVIATIONS ARE STANDARD AND ALL MAY NOT BE APPLICABLE TO THIS PROJECT.

AutoCAD SHX Text BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR CEILING. NUMBER OF HASHES INDICATES NUMBER OF WIRES AND SHOWN ONLY WHERE REQUIRED FOR CLARITY. 2#12AWG + 1#12GND IN 3/4"C. BRANCH CIRCUIT WIRING RUN UNDER GROUND OR UNDER SLAB. 2#12AWG + 1#12GND IN 3/4"C. HOME RUN TO PANELBOARD. NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS IN HOME RUN. 2#12AWG + 1#12GND IN 3/4"C. MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION. JUNCTION BOX, SIZE AS REQUIRED. DUPLEX RECEPTACLE, NEMA 5-20R, (WP) DENOTES WEATHERPROOF WHILE IN USE WITH GROUND FAULT INTERRUPTER (GFI). 120/208 VOLT ELECTRICAL PANELBOARD, SURFACE/RECESSED MOUNTED, +6'-0" TO TOP. MOTOR CONNECTION. NON-FUSED DISCONNECT SWITCH. 600V, OR 240V, #/# INDICATE AMPS/POLE. FUSE DISCONNECT SWITCH 600V, OR 240V, POLES, AMPS AND FUSING TO MATCH CIRCUIT BREAKER. VARIABLE FREQUENCY DRIVE WITH DISCONNECTING MEANS. PROVIDED BY MECHANICAL CONTRACTOR, CONNECTION BY THE ELECTRICAL CONTRACTOR. MOTOR STARTER. ENCLOSED CIRCUIT BREAKER. DUCT MOUNTED SMOKE DETECTOR. REFER TO MECHANICAL DRAWING FOR EXACT LOCATION. DUCT MOUNTED SMOKE DETECTOR ALARM INDICATING DEVICE. WALL MOUNT +60" A.F.F. HEAT DETECTOR. GROUND PER NEC ARTICLE 250.

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SD

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SD

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HD

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AutoCAD SHX Text NOTE: THESE SYMBOLS ARE STANDARD AND ALL MAY NOT BE APPLICABLE TO THIS JOB. ALL MOUNTING HEIGHTS ARE STANDARD UNLESS NOTED OTHERWISE ON THE DRAWINGS.

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1. CONTRACTOR SHALL REMOVE ALL EXISTING WORK THAT WILL NOT BE REUSED DURING NEW CONTRACTOR SHALL REMOVE ALL EXISTING WORK THAT WILL NOT BE REUSED DURING NEW CONSTRUCTION. LEAVING THE BUILDING FREE AND CLEAN OF OLD SYSTEMS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING, AND WATERPROOFING INTEGRITY IN CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING, AND WATERPROOFING INTEGRITY IN ALL CASES. 4. ALL REMOVED ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL UNLESS ALL REMOVED ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL UNLESS OTHERWISE DIRECTED. CONTRACTOR SHALL COORDINATE FOR ITEMS THAT SHALL BE RETURNED TO COR. OTHER ITEMS THAT ARE NOT REQUIRED TO BE TURNED IN SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL. 5.