1364315_dwg_07of18_PH1_V2_Architectural.pdf

PDF 766 KB Posted

Attached to
P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
Solicitation number
N40085-22-R-2598_Drawings
Issued by

About this file

This package contains architectural drawings for a federal construction project to upgrade the saltwater system at Dry Dock 8 for CVN-78 at the Norfolk Naval Shipyard in Portsmouth, Virginia. The drawings depict demolition plans, new construction plans, schedules and details for Pumpwell 8 including demolition of existing structures and materials, plans for a new control room, reflected ceiling plans, door and window details, and notes addressing construction requirements. Specifications for the project are available in separate documents. The solicitation number for this opportunity is N40085-22-R-2598, issued by the Naval Facilities Engineering Command.

View the file

Other files

Show all 17

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

DOOR NUMBER

DOOR TAG

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

S3.1

PARTITION IN PLAN

B

1. WORK MUST COMPLY WITH APPLICABLE CODES AND STANDARDS AS LISTED

OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA BY THE

AUTHORITY HAVING JURISDICTION.

2. DIMENSIONS GOVERN. DETAILS GOVERN OVER PLANS AND ELEVATIONS.

LARGE SCALE DETAILS OR PLANS GOVERN OVER SMALL SCALE DETAILS OR

PLANS. DO NOT SCALE DRAWINGS.

3. MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED

ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.

4. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS

OR ELEVATIONS.

5. PAINT, STAIN, OR COAT EXPOSED SURFACES OF CONSTRUCTION UNLESS

NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.

6. OPENING DIMENSIONS ARE NOMINAL. FIELD MEASURE OPENINGS AND

COORDINATE WITH THE SUPPLIER FOR DOORS AND WINDOWS.

7. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS,

WHERE REQUIRED.

8. SEAL AROUND DOOR AND WINDOW FRAMES, WALL-MOUNTED FIXTURES

AND EQUIPMENT TO ADJACENT WALL SURFACES.

9. PROVIDE HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO

CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT INDICATED (WHETHER

UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).

10. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS,

ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF

DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK OR ELECTRICAL CONDUIT.

11. DO NOT REPRODUCE DRAWINGS CONTAINED IN THIS SET FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS

WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

12. BECOME ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND THE CONDITIONS TO THE

CONTRACTING OFFICER FOR RESOLUTION PRIOR TO PROCEEDING WITH

THE WORK.

13. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER

WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR

IN WRITING FOR CONDITIONS DETRIMENTAL TO THE EXECUTION OF THE

INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS ARE CORRECTED. INSTALLATION CONSTITUTES ACCEPTANCE

OF THE SUBSTRATE AND/OR CONDITIONS.

14. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MEANS THAT THE

CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE OF

CONDITIONS THROUGHOUT.

15. IN THE CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND

SPECIFICATIONS, THE SPECIFICATIONS TAKE PRECEDENCE.

DISCREPANCIES MUST BE IDENTIFIED AND/OR CLARIFIED PRIOR TO THE

SPECIFICATION TAKING PRECEDENCE

ROOM NAME

A1 A-101

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

DETAIL NUMBER

SCALE

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1 A-101

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

GENERAL PROJECT SYMBOLS

A1 A-101

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1 A-101

BUILDING

KEYNOTE TAG

KEYNOTE NUMBER

PLAN

NORTH

SCALE

TRUE NORTH

3-AD101

A1 OH

A1 DETAIL TITLE

1/8" = 1'-0"

A1 DETAIL TITLE

1/8" = 1'-0"

MATERIALS LEGEND

CAST-IN-PLACE CONCRETE

STEEL

EARTH/COMPACT FILL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

GYPSUM BOARD

DIMENSIONAL LUMBER

WOOD BLOCKING

SE

CT

IO

N

VI

EW

EL

EV

AT

IO

N/

PL

AN

V

IE

W

ALUMINUM

GLASS

PLYWOOD

SAND/MORTAR/PLASTER

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

FI

LE

N

AM

E:

PL

OT

TE

D:

C

:\R ev it_ Pr oj ec ts \D

R

YD

P6

-1

-A -D

R

YD

_p gr eg or y@ bu rn sm cd .c om .rv t 2/

/2

:5

8:

A M

1-A-001

P

D

R Y

D O

C K

S

A

LT

W A

TE

R

S Y

S

TE

M

FO

R C

V N

-7

AR

CH

IT

EC

TU

RA

L

SY

M

BO

LS

, L

EG

EN

DS

, A

BB

RE

VI

AT

IO

NS

A

ND

N O

TE

S

LES

12857649

BSG BSG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

PO

RT

SM

OU

TH

, V

IR

GI

NI

A

NO

RF

OL

K

NA

VA

L S

HI

PY

AR

D

EJA

CGM

DSN

ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYS SYSTEM

-T-

THRU THROUGH

TO TOP OF, AS IN "TO STEEL"

TYP TYPICAL

-U-

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

-V-

VENT VENTILATE, VENTILATOR

VERT VERTICAL

VOL VOLUME

-W-

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WT WEIGHT

-H-

H / HT HEIGHT

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION & AIR

CONDITIONING

-I-

IN INCH

INSUL INSULATION

INT INTERIOR

-J-

-L-

L LEFT, LONG, LENGTH

LVL LEVEL

-M-

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR /

MNFR

MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

-N-

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

-O-

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

-P-

PERIM PERIMETER

PKG PACKAGE

PLMB PLUMBING

PLYWD PLYWOOD

PROJ PROJECT

-R-

R RADIUS

RCP REFLECTIVE CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE (ASK INT)

REFER REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

-S-

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE, AS IN "SQ FT"

-A-

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

APPROX APPROXIMATE

-B-

BD BOARD

BLDG BUILDING

BO BOTTOM OF, AS IN "BO STEEL"

-C-

CJ CONTROL JOINT, CONSTRUCTION

JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CORR CORRUGATED OR CORRIDOR

-D-

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

-E-

EA EACH

EJ EXPANSION JOINT

EL ELEVATION, AS IN HEIGHT

ELEC /

ELECT

ELECTRIC / ELECTRICAL

ELEV ELEVATOR, OR ELEVATION AS IN

NORTH ELEV

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH (ETCETERA)

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

-F-

FD FLOOR DRAIN

FE FIRE EXTINGUISHER WITH WALL

BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES & EQUIPMENT

FHC FIRE HOSE CABINET (WITH

EXTINGUISHER & BRACKET)

FHR FIRE HOSE REEL (WITH EXTINGUISHER

& BRACKET)

FIN FINISHED, FINISH

FLR FLOOR

FP FIRE PROTECTION

FT FEET / FOOT

-G-

GA GAUGE

GL GIRT LINE

GYP GYPSUM

GYP BD /

GWB

GYPSUM BOARD

SY

M

DE

S C

RI

PT

I O N

DA

TE

AP

PR

IS

SU

ED

F

OR

C

ON

ST

RU

C T

IO

N

/25 /20

IS

SU

ED

F

OR

B

ID

/28

/20

M

D3

D1

D2

D6

D4 D5

1. REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE

DRAWINGS. PROTECT OTHER EXISTING STRUCTURES ON ADJACENT

PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD

DAMAGE OCCUR TO EXISTING CONSTRUCTION ON ADJACENT PROPERTIES

OR EXISTING CONSTRUCTION TO REMAIN ON SITE, REPAIR THE DAMAGE TO

THE SATISFACTION OF THE CONTRACTING OFFICER. REMOVE DEBRIS

REGULARLY TO ELIMINATE INTERFERENCE.

2. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED,

REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE OWNER’S

PROPERTY, DEMOLISHED MATERIALS BECOME THE CONTRACTOR’S

PROPERTY AND MUST BE REMOVED FROM THE SITE WITH FURTHER

DISPOSITION AT THE CONTRACTOR’S OPTION.DEMOLISHED MATERIALS

MUST BE LEGALLY DISPOSED OF PROMPTLY. DO NOT ALLOW DEMOLISHED

MATERIALS TO ACCUMULATE ON SITE. NO BURNING IS ALLOWED.

3. IF MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT

WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,

DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY FOR RESOLUTION.

4. THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED

FOR THE DEMOLITION PHASE OF THIS PROJECT. REFER TO THE DRAWINGS

FOR THE CONSTRUCTION OF THE NEW ADDITION FOR ADDITIONAL

INFORMATION.

5. WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER WITH

REGARD TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS.

6. ALL FURNITURE & LOOSE EQUIPMENT WILL BE REMOVED OR RELOCATED

BY THE CONTRACTING OFFICER PRIOR TO THE DEMOLITION WORK OF THIS

PROJECT.

7. MEANS OF EGRESS MUST BE MAINTAINED DURING DEMOLITION AND

CONSTRUCTION WORK AS PER CODE AND LIFE SAFETY REQUIREMENTS.

CONTRACTOR MUST MAINTAIN A MINIMUM OF TWO MEANS OF EGRESS OR

OTHER TEMPORARY EGRESS SYSTEM MUST BE PROVIDED.

8. REFER TO STRUCTURAL, MECHANICAL, PLUMBING & ELECTRICAL

DEMOLITION DRAWINGS FOR DEMOLITION EXTENTS OF CONCRETE, PIPING,

FLOOR DRAIN, EQUIPMENT & OTHER ASSOCIATED COMPONENTS

9. CARE SHOULD BE MADE TO KEEP DUST AND NOISE FROM DEMOLITION

ACTIVITIES FROM THE OTHER PORTIONS AND FLOORS OF THE BUILDING.

ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT

FURNITURE, FURNISHINGS AND EQUIPMENT THAT HAVE NOT BEEN

REMOVED.

10. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED

TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING

AREAS TO REMAIN.

11. FALL PROTECTION AND ALL GOVERNMENT SAFETY REQUIREMENTS MUST

BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION PER

SPECIFICATIONS.

12. HAZARDOUS MATERIALS: SEE SPECIFICATIONS APPENDIX, "HAZMAT

INSPECTION DRAWINGS AND LABORATORY REPORTS," FOR TYPICAL

LOCATIONS AND TYPES OF HAZARDOUS MATERIALS THAT MAY BE

ENCOUNTERED. SEE DIVISION 2 SPECIFICATIONS FOR REMEDIATION AND

HANDLING OF HAZARDOUS MATERIALS. PRIOR TO BEGINNING WORK,

NOTIFY THE CONTRACTING OFFICER OF ANY ADDITIONAL MATERIALS

OBSERVED THAT MAY POTENTIALLY CONTAIN HAZARDOUS MATERIALS.

SHEET NOTES

BUILDING SECTION KEY

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

FI

LE

N

AM

E:

PL

OT

TE

D:

C

:\R ev it_ Pr oj ec ts \D

R

YD

P6

-1

-A -D

R

YD

_p gr eg or y@ bu rn sm cd .c om .rv t 2/

/2

:5

8:

A M

1-AD102

P

D

R Y

D O

C K

S

A

LT

W A

TE

R

S Y

S

TE

M

FO

R C

V N

-7

PU

M

PW

EL

L

DE

M O

LI

TI

O N

PL

AN

-M O

TO

R

LES

12857650

BSG BSG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

PO

RT

SM

OU

TH

, V

IR

GI

NI

A

NO

RF

OL

K

NA

VA

L S

HI

PY

AR

D

EJA

CGM

DSN

SHEET KEYNOTES

D1 REMOVE GYP. BD. STUD WALL PARTITION AT FULL HEIGHT

D2 REMOVE DOOR AND FRAME

D3 REMOVE WINDOW AND FRAME

D4 PREPARE FLOOR SURFACES FOR NEW CONSTRUCTION

D5 REMOVE CEILING FINISHES, METAL DECK ABOVE CAP, ASSOCIATED FRAMING

AND CEILING FIXTURES. RE: MECH. & ELEC.

D6 REMOVE WORK BENCH & ASSOCIATED FIXED FURNISHINGS

PLAN

NORTH

0' 4' 8' 12'3/16" = 1'-0"C1 PUMPWELL 8 - DEMOLITION PLAN - MOTOR LEVEL

SY

M

DE

S C

RI

PT

I O N

DA

TE

AP

PR

IS

SU

ED

F

OR

C

ON

ST

RU

C T

IO

N

/25 /20

/28 /20

/28 /20

IS

SU

ED

F

OR

B

ID

M M M

M

M

M M

M

EQ EQ

1-A-102 A4

CONTROL RM.

MIN.3' -

0"

EQ EQ

10' - 6"

MIN.

3' - 0"

3' - 0"

9'

- 1

1"

SHEET NOTES

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET 1-A-001.

2. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION, REFER TO

PARTITION TYPES SHEET.

3. DIMENSIONS ARE FROM: FACE OF CONCRETE WALL, FACE OF METAL

STUD AND CENTERLINE OF EQUIPMENT, UNLESS NOTED OTHERWISE.

4. FURNITURE LAYOUT PROVIDED FOR COORDINATION WITH BUILDING

SYSTEMS ONLY. FURNITURE TO BE GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED (GFGI).

CONTROL RM.

2'

- 2

7'

- 9 " W2

W2

S2AA

S2AA

S2AA

S2AA

A2 1-A-600

9'

- 1

1"

10' - 6"

1' - 0"

W2

EQ

EQ

CL

E A

R 3'

- 0

3' - 2"

CONTROL RM.

A2 1-A-600

FINISH INDEX

MATERIALS DESCRIPTION

FLOORING

ACRYLIC/LATEX, EGGSHELL/SATIN FINISH, FIELD

PAINT

PA-1

EPOXYPE-1

RT INDUSTRIAL VINYL COMPOSITE TILE

MOISTURE-RESISTANT GYPSUM WALL BOARD

WALL & CEILING

MRG

MFR/PRODUCT COLOR/REMARKS

USG

JOHNSONITE OR EQUIVALENT

SHERWIN WILLIAMS

SHERWIN WILLIAMS

COLOR TO BE SELECTED

SW7004 SNOWBOUND

SW7004 SNOWBOUND

RUBBER

BASE

RB-1 TARKETT TRADITIONAL W/ TOE, PEPPERCORN

ACRYLIC/LATEX, SEMI GLOSS - DOOR FRAMESPA-2 SHERWIN WILLIAMS SW9163 TIN LIZZIE

BUILDING SECTION KEY

MOTOR

83'-0"

INTERMED.

68'-0"

MAIN PUMP

46'-0"

DRAINAGE

28'-3 1/4"

COPING

103'-0"

SUC. CHAM.

32'-3"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

FI

LE

N

AM

E:

PL

OT

TE

D:

C

:\R ev it_ Pr oj ec ts \D

R

YD

P6

-1

-A -D

R

YD

_p gr eg or y@ bu rn sm cd .c om .rv t 2/

/2

:5

8:

A M

1-A-102

P

D

R Y

D O

C K

S

A

LT

W A

TE

R

S Y

S

TE

M

FO

R C

V N

-7

PU

M

PW

EL

L

PL

AN

, R

EF

LE

CT

ED

C

EI

IN

G

P

LA

N

SC

HE

DU

LE

S -M

O

TO

R

LES

12857651

BSG BSG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

PO

RT

SM

OU

TH

, V

IR

GI

NI

A

NO

RF

OL

K

NA

VA

L S

HI

PY

AR

D

EJA

CGM

DSN

SHEET KEYNOTES

1 CONTROL CONSOLE, RE: MECH

2 SURFACE MOUNTED MECH UNIT & ELEC LIGHT FIXTURE, RE: MECH & ELEC

16 MOISTURE RESISTANT GYP. BD. CEILING

31 WORKBENCH WITH SHELVING AND DRAWERS, GFGI

32 WORKBENCH, GFGI

PLAN

NORTH

0' 4' 8' 12'3/16" = 1'-0"C1 PUMPWELL 8 - PLAN - MOTOR LEVEL

1/4" = 1'-0"A4 CONTROL RM - ENLARGED PLAN

1/4" = 1'-0"B4 CONTROL RM - REFL. CLG PLN

FINISH SCHEDULE

ROOM

FLOOR BASE WALL

CEILING

NOTESNO. NAME FINISH HEIGHT

101 CONTROL RM. RT RB-1 MRG / PA-1 MRG / PE-1 8'-0" BASE AND WALL FINISHES APPLY TO INSIDE AND

OUTSIDE PERIMETER OF CONTROL ROOM

PARTITIONS

2' 4' 8'0'

2' 4' 8'0'

SY

M

DE

S C

RI

PT

I O N

DA

TE

AP

PR

IS

SU

ED

F

OR

C

ON

ST

RU

C T

IO

N

/25 /20

/28 /20

/28 /20

IS

SU

ED

F

OR

F FLUSH DOOR WITH INSULATION

DOOR WIDTH

RE: SCHEDULE

DOOR TYPES

RE

: S

CH

ED

UL

E

DO

OR

H

EI

GH

T

0'

- 2

0' - 5 3/4"

DOUBLE 3 5/8" MTL

STUDS

3 5/8" MTL RUNNER

HM FRAME

BATT INSULATION

SEALANT TYP. AT FULL

PERIMETER ON BOTH

SIDES

5/8" GWB

3 5/8" MTL STUDS @

16" O.C.

BATT INSULATION

0' - 2"

0'

- 5

3/ 4"

DOUBLE 3 5/8" MTL

STUDS

SEALANT TYP. AT FULL

PERIMETER ON BOTH SIDES

HM FRAME

JAMB ANCHORS

(3 PER JAMB)

5/8" GWB BOTH SIDES

INSULATION

BATT INSULATION

WINDOW TYPES

W2

B4 A-600

B5 A-600

A5 A-600

VE

RI

FY

3'

- 4

CLEAR, INSULATED,

TEMPERED GLASS

3'

- 8

3' - 0"

SEE ROOM FINISH

SCHEDULE FOR FINISH

MATERIALS OVER

GYPSUM BOARD

PLAN

BASE

1 LAYER OF 5/8" MOISTURE-

RESISTANT GYPSUM BOARD

EACH SIDE OF METAL

STUDS @ 16" O.C.

PARTITION TYPE S2

INSULATION. SEE

SCHEDULE BELOW

BASE AS SCHEDULED

3 5/8" METAL STUDS @

16"OC

S1AA

INDICATES TYPE OF

PARTITION STRUCTURE:

F = FURRING METAL STUD

S = METAL STUD

H = C-H METAL STUD

M = MASONRY

C = CONCRETE

INDICATES NUMBER OF

LAYERS OF GYPSUM BOARD

OR TYPE OF CMU FINISH

INDICATES THICKNESS OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE SAME

STRUCTURE, FINISH, AND

STRUCTURE THICKNESS

1. METAL STUDS AND BRACING ARE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. REFERENCE DRAWINGS 1-A-102 FOR PARTITION TYPE LOCATIONS.

PARTITION TYPES GENERAL NOTES

PARTITION TYPE SYMBOL LEGEND

0'

- 2

DOUBLE 3 5/8" MTL STUDS

3 5/8" MTL RUNNER

HM FRAME

SEALANT TYP. AT FULL

PERIMETER ON BOTH

SIDES

5/8" GWB

3 5/8" MTL STUDS @

16" O.C.

GLAZING

INSULATION

CONTROL RM. SIDE

BATT INSULATION

0' - 2"

DOUBLE 3 5/8"

MTL STUDS

SEALANT TYP. AT

FULL PERIMETER

ON BOTH SIDES

HM FRAME

5/8" GWB

BOTH SIDES

GLAZING

INSULATION

CONTROL RM. SIDE

BATT

INSULATION

MINERAL WOOL

BLANKET INSULATION

WITH VAPOR RETARDER

FACING INTERIOR SIDE

MINERAL WOOL

BLANKET

INSULATION WITH

VAPOR RETARDER

FACING INTERIOR

SIDE 9'

- 6

8'

- 0

CONSOLE

5/8" MOISTURE-

RESISTANT GWB

CEILING

3/4" FIRE RETARDANT

PLYWOOD

3 5/8" STUDS @ 16" OC TO

SUPPORT CAP CEILING

3 5/8" METAL

STUDS @ 16" OC

W2

5/8" MOISTURE-RESISTANT

GWB COVER, PAINT TO MATCH

ADJACENT GWB COLOR, TYP.

0'

- 2

DOUBLE 3 5/8" MTL

STUDS

3 5/8" MTL RUNNER

HM FRAME

SEALANT TYP. AT

FULL PERIMETER

ON BOTH SIDES

5/8" GWB

3 5/8" MTL STUDS

@ 16" O.C.

GLAZING

INSULATION

CONTROL RM. SIDE

BATT INSULATION

EXISTING STUCCO/

EXTERIOR INSULATION

FINISH SYSTEM (EIFS)

REMOVE PORTION OF EIFS.

REFER TO HAZMAT

ABATEMENT SPECIFICATIONS

FOR HAZMAT REMOVAL

OF

C

OR

E

DR

ILL

O

PE

NI

NG

VE

RI

FY

E

XT

EN

TS

CORE DRILL OPENING IN

SQUARE OR RECTANGULAR

(NON-CIRCULAR) PROFILE AS

REQUIRED TO ACCOMODATE

CONDUIT PENETRATION.

PROVIDE NON-SHRINK GROUT

PERIMETER METAL

COUNTER FLASHING

EXISTING CONC. WALL

TO REMAIN

PIPE SLEEVE,

SCHEDULE 40 BLACK

EXTEND CONDUIT

6" BEYOND WALL

SEALANT AT PERIMETER

SEALANT AT PERIMETER

PROVIDE PERIMETER

ENCAPSULANT COATING (DASHED

LINES) AT EXPOSED/AFFECTED

STUCCO/ EIFS FINISHES DURING

ABATEMENT PRIOR TO DEMOLITION

& NEW CONSTRUCTION

FIRESTOPPING WITH 3M

FIRE DAM 150, 3 HOUR

RATED, 1" DEEP MIN.

1/2

PACK WITH OAKUM

SEALANT

NOTES:

1. REFER TO SPECIFICATIONS DIVISION 2, SECTION 02 82 00.00 22 FOR LOCATIONS OF

ASBESTOS CONTAINING MATERIALS AND FOR ABATEMENT REQUIREMENTS.

2. REFER TO ELECTRICAL DRAWINGS FOR BLDG. 272 PIPE PENETRATION LOCATIONS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

S

YS

TE

M

S

CO

M M

AN

D

M

ID

-A

TL

AN

TI

C

N

AV

AL

S

TA

TI

O N

N

O R

FO

LK

, V A

AS NOTED

FI

LE

N

AM

E:

PL

OT

TE

D:

C

:\R ev it_ Pr oj ec ts \D

R

YD

P6

-1

-A -D

R

YD

_p gr eg or y@ bu rn sm cd .c om .rv t 2/

/2

:5

8:

A M

1-A-600

P

D

R Y

D O

C K

S

A

LT

W A

TE

R

S Y

S

TE

M

FO

R C

V N

-7

PU

M

PW

EL

L

-D O

O R

SC

HE

DU

LE

, P

AR

TI

TI

O N

TY

PE

S

M

IS

C

DE

TA

IL

S

LES

12857652

BSG BSG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

PO

RT

SM

OU

TH

, V

IR

GI

NI

A

NO

RF

OL

K

NA

VA

L S

HI

PY

AR

D

EJA

CGM

DSN

DOOR SCHEDULE

DOOR

NO.

DOOR FRAME

STC

DETAIL

HDWR SET REMARKS

SIZE

TYPE MAT'L FINISH MAT'L FINISH HEAD JAMB SILLWIDTH HEIGHT

101 3' - 0" 7' - 0" F HM PA-2 HM PA-2 49 D5/1-A-600 C5/1-A-600 - HW-2

1 1/2" = 1'-0"D5 DOOR HEAD DETAIL

1 1/2" = 1'-0"C5 DOOR JAMB DETAIL

1 1/2" = 1'-0"B5 WINDOW HEAD DETAIL

1 1/2" = 1'-0"B4 WINDOW JAMB DETAIL

3/4" = 1'-0"A2 DETAIL SECTION - CONTROL ROOM

1 1/2" = 1'-0"A5 WINDOW SILL DETAIL

0' 1' 2' 3'

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

4"0' 8" 1'-4"

WALL SCHEDULE - S2

TYPE TYPE COMMENTS

S2AA 3 5/8" METAL STUDS WITH MINERAL WOOL BLANKET

INSULATION & VAPOR RETARDER FACING INTERIOR

SIDE. PROVIDE ASSEMBLY TYPE GA FILE NO. WP 1081

TO ACHIEVE STC 49

1 1/2" = 1'-0"C2 PIPE SLEEVE PENETRATION - BLDG 272

0' 1' 2' 3'

SY

M

DE

S C

RI

PT

I O N

DA

TE

AP

PR

IS

SU

ED

F

OR

C

ON

ST

RU

C T

IO

N

/25 /20

/28 /20

/28 /20

IS

SU

ED

F

OR

1-A-001 - ARCHITECTURAL SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES
1-AD102 - PUMPWELL 8 – DEMOLITION PLAN -MOTOR
1-A-102 - PUMPWELL 8 – PLAN, REFLECTED CEIING PLAN & SCHEDULES - MOTOR
1-A-600 - PUMPWELL 8 - DOOR SCHEDULE, PARTITION TYPES & MISC DETAILS

2022-02-25T08:03:34-0500

2022-02-25T08:03:43-0500

2022-02-25T08:03:43-0500

2022-02-25T08:03:43-0500

2022-02-25T08:03:55-0500

2022-02-25T08:04:06-0500

2022-02-25T08:04:06-0500

2022-02-25T08:04:06-0500

2022-03-15T21:10:23-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:10:58-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:10:58-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:11:01-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:11:13-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:11:30-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:11:31-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.
2022-03-15T21:11:31-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

File details come from the government source that posted it. Updated .