1614700dwg17of22ARCHITECTURAL_INTERIOR.pdf

ROOM

A1

A-201

ROOM IDENTIFIER

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401

INTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET

REFERENCED

FROM

EXTERIOR ELEVATION

INDICATOR

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1

A-301

WALL / PARTIAL

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

GENERAL PROJECT SYMBOLS

A1

A-301

BUILDING SECTION

INDICATOR

SECTION NUMBER

SHEET WHERE DRAWN

A1

A-301

BUILDING

NEW WORK

KEYNOTE INDICATOR

KEYNOTE NUMBER

DEMOLITION

KEYNOTE INDICATOR

KEYNOTE NUMBER

A-901

PHOTOGRAPH

INDICATOR

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A1

PLAN

NORTH

TRUE NORTH

A-501

A1

A1

A1

A1

VIEW TITLE

SCALE: 1/8" = 1'-0" (A-101)

PLAN TITLE

SCALE: 1/8" = 1'-0"

A1

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE / CONCRETE FOUNDATION

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

SECTION

GLAZING

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

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.:

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02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

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GENERAL PROJECT NOTES

GOVERNING REGULATIONS

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION REQUIRED

BY THESE DOCUMENTS, REPAIR THE DAMAGED ITEM(S) WITH MATERIALS TO

MATCH THE ADJACENT MATERIAL, TEXTURE, AND COLOR.

2 FIELD VERIFY EXISTING DIMENSIONS PRIOR TO ORDERING MATERIALS OR

BEGINNING DEMOLITION.

3 ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED

UNDER THE REQUIREMENTS OF THIS CONTRACT.

4 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO

THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE

ESTABLISHED BY THE CONTRACTING OFFICER.

5 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE

PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE

PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND PATTERNS OF

THE MANUFACTURER LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF

THE SPECIFICATIONS.

6 OBSERVE AND MAINTAIN EXISTING BUILDING AND COMPOUND SECURITY

REQUIREMENTS, OR AS DIRECTED IN WRITING BY THE CONTRACTING OFFICER.

7 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL

REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK

ROUTINE.

8 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST

BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO

COMMENCEMENT OF RELATED WORK.

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (8 OCT 2019)

UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC 2016)

UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ADA ACCESSIBILITY GUIDELINES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2018

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2018

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (24 SEP 2020)

NFPA 101, LIFE SAFETY CODE

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PJ PANEL JOINT

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

SECT SECTION

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURING

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FO FACE OF

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

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BREAKROOM

STOR/JAN

CORR

RESTROOM

STORAGE

WAITING

INSPECTION OFFICE

C1

A-002

C1

A-002

RFI/SECURE ROOM

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

TRUSS BEARING

20' - 8"

CORR

INSPECTION OFFICE

COMM 110

MECH/ELEC

A-002

A4

A-002

A3

0'-

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

AB1

MECH/ELEC

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

AB1

AB2

1. 7/16" OSB ROOF SHEATHING

2. PRE-MOLDED PIPE FLASHING SET IN FLASHING CEMENT

3. STAINLESS STEEL CLAMPING RING

4. SELF-ADHERING MEMBRANE

5. CONTINUOUS BEAD OF SELANT AROUND CLAMPING RING

6. RIGID INSULATION

ROOF PENETRATIONS @ STANDING SEAM METAL ROOF

1. 7/16" OSB ROOF SHEATHING

2. SELF-ADHERING MEMBRANE

3. RIGID INSULATION

4. STANDING SEAM METAL ROOF

AB3 - RIDGE DETAIL @ STANDING SEAM METAL RIDGE

1. SELF-ADHERED MEMBRANE ADHERED TO 7/16" OSB SHEATHING @ SLOPED ROOF

2. SELF-ADHERING MEMBRANE CONTINUES AROUND EDGE OF SOFFIT TO BENT

PLATE. SPRAY APPLIED CLOSED CELL INSULATION FROM BENT PLATE TO

UNDERSIDE METAL DECK TO THE INTERSECTION WITH SPRAY APPLIED CLOSED

CELL INSULATION ON EXTERIOR WALL CONSTRUCTION

AB2 - EAVE DETAIL @ STANDING SEAM METAL ROOF

1. MEMBRANE OVER ROCK SELF-ADHERES TO BOTTOM OF CONCRETE SLAB

2. SELF-ADHERING MEMBRANE TO INSIDE OF CONCRETE FOUNDATION WALL

AB1 - FOUNDATION DETAILS

A. FOR AIR/MOISTURE BARRIER SYSTEM AND TESTING REQUIREMENTS,

REFER TO SPECIFICATION SECTION 07 27 10.001.

B. SEAL ALL ROOF, FLOOR AND WALL PENETRATIONS OR ANY RESIDUAL

OPENING WITH SPRAY FOAM INSULATION CONFORMING TO ASTM E84.

C. DRAWINGS ON THIS SHEET ARE FOR DIAGRAMATIC PURPOSES ONLY.

D. SELF-ADHERING AIR BARRIER MUST EXTEND 6" AROUND ALL WALL

PENETRATIONS, OPENINGS AND LOCATIONS INDICATED TO SEAL JOINTS

BETWEEN AIR BARRIER MATERIALS.

E. ALL JOINTS AT OPENINGS, TRANSITIONS BETWEEN DIFFERENT MATERIALS

AND PENETRATIONS MUST BE SEALED AS INDICATED.

F. THE ENCLOSURE SURFACE AREAS LISTED ON THESE DRAWINGS ARE

APPROXIMATE FOR THE EXTERIOR WALL (INCLUDING FENESTRATION,

GLAZING, LOUVERS AND DOORS), ROOF AREA AND GROUND FLOOR SLAB.

THE SURFACE AREAS LISTED INCLUDES THE GROSS EXTERIOR SURFACE

OF THE ENCLOSURE AND NO DEDUCTIONS WERE MADE FOR WALL

PENETRATIONS, AIR INTAKES, EXHAUST LOUVERS, MAKE-UP AIR INTAKES,

PRESSURE RELIEF DAMPERS OR ANY OTHER INTENTIONAL HOLES. THIS IS

NOT INCLUDED IN THE AIR BARRIER DESIGN OR CONSTRUCTION.

FENESTRATION IS INCLUDED IN THE AIR BARRIER ENCLOSURE

CALCULATIONS. TESTING COMPANY MUST VERIFY THAT THE AREAS

LISTED MATCH AS-BUILT CONDITIONS AND THAT THE TOTAL SURFACE

AREA OF THE ENCLOSURE IS CORRECT.

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

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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Approved by Jeffrey Hoyt, PWD ME, via Email

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SCALE: 1/8" = 1'-0" (A-002)

A1

INSPECTION STATION - AIR BARRIER FLOOR

PLAN

SCALE: 1/8" = 1'-0" (A-002)

C1

INSPECTION STATION - AIR BARRIER

BUILDING SECTION

SCALE: 1/2" = 1'-0" (A-002)

A4

INSPECTION STATION - AIR BARRIER WALL

SECTION

SCALE: 3/4" = 1'-0" (A-002)

A3

INSPECTION STATION - AIR BARRIER WALL

SECTION

AIR BARRIER DESCRIPTION NOTES GENERAL SHEET NOTES

AIR BARRIER

COMPONENT -

CONCRETE SLAB

AIR BARRIER

COMPONENT -

SELF ADHERING

MEMBRANE AT

UNDERSIDE OF

CONCRETE SLAB

AIR BARRIER

COMPONENT -

SPRAY APPLIED

CLOSED CELL

INSULATION

AIR BARRIER

COMPONENT -

SELF ADHERED

MEMBRANE

AIR BARRIER

COMPONENT -

SPRAY APPLIED

CLOSED CELL

INSULATION

AIR BARRIER

COMPONENT -

CONCRETE SLAB

AIR BARRIER

COMPONENT -

SELF ADHERING

MEMBRANE AT

UNDERSIDE OF

CONCRETE SLAB

4' 8' 16'0' 1/8" =1'-0"

1' 2' 4'0' 1/2" =1'-0"

0' 1' 2' 3' 3/4" =1'-0"

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F/O EXISTING WOOD STUD/CONCRETE FOUNDATION WALL

42'-7" ±

'-0

'-1

1"

10'-4" ± 5'-5" ± 7'-8" ± 9'-11" ± 9'-3" ±

8' -8

8' -5

8' -9

16'-6" ± 9'-11" ± 16'-2" ±

7' -0

A4

AD101

101010

F /O

E X

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IN

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'-1

1"

181818

212'-1" ± 5'-0" ± 9'-0" ±

3' -1

1"

2' -1

1"

3' -2

42'-7" ±

5 5

OFFICE

E110

VESTIBULE

E101

ENTRY/ADMIN

E102

SHOWER

E103

TOILET

E104

MECH/ELEC

E105

OFFICE

E106

KITCHEN

E107

RFI

E108

SIPRNET

E109

TRAINING

E111

HALL (E)

FINISH FLOOR

0' - 0"

TOP PLATE

9' - 6"

(V.I.F.)

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.:

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PM/DM

BRANCH MANAGER

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02/08/2023

Approved by Jeffrey Hoyt, PWD ME, via Email

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SCALE: 3/16" = 1'-0" (A-201)

C3

VISITOR CONTROL CENTER - FLOOR PLAN -

DEMOLITION

A. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

ARCHITECT AND CONTRACTING OFFICER OF ALL DISCREPANCIES PRIOR TO

STARTING WORK.

B. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE

DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND

REPAIRED TO MATCH EXISTING ADJACENT MATERIALS SO THAT REPAIR IS

IMPERCEPTIBLE. PROTECT SURFACES THAT ARE TO REMAIN TO PREVENT

DAMAGE.

C. REFER TO STRUCTURAL AND MEP DRAWINGS FOR OTHER DISCIPLINE

DEMOLITION SCOPE OF WORK.

D. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST,

DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS.

E. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. TRANSPORT

DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

F. CONTRACTOR SHALL NOTIFY ARCHITECT AND CONTRACTING OFFICER OF

ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND CONSTRUCTION

DOCUMENTS.

G. CONTRACTOR TO COORDINATE DEMOLITION AND NEW WORK FOR PHASED

CONSTRUCTION.

H. PROVIDE 10 DAYS NOTICE BEFORE REMOVAL OF EXISTING FURNITURE AND

EQUIPMENT IS THE RESPONIBLITY OF USER, ANY REMAINING ITEMS WILL BE

DEMOLISHED.

I. REFER TO SHEET HM101 HAZARDOUS MATERIALS REMOVAL FOR

ASSOCIATED WORK.

J. ENSURE SIPR ROOM IS FULLY PROTECTED FROM DUST AND DEBIS DURING

DEMOITION AND THROUGHOUT PROJECT.

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

DEMOLITION KEYNOTES#

1 REMOVE EXISTING GABLE END TRUSS OR EXTERIOR WALL FRAMING AND

ASSOCIATED WOOD BLOCKING. SUPPORT EXISTING ROOF FRAMING,

SHEATHING AND ASSOCIATED BLOCKING TO REMAIN AND PREPARE FOR NEW

WORK

2 REMOVE EXISTING GWB STUD PARTITION, FULL HEIGHT, TO EXTENTS

INDICATED

3 REMOVE EXISTING FLOOR FINISH AND WALL BASE COMPLETE. PREPARE

SUBSTRATE TO RECEIVE SCHEDULED FINISH.

4 REMOVE EXISTING SHOWER UNIT, REFER TO PLUMBING FOR ADDITIONAL

INFORMATION

5 REMOVE EXISTING CEILING, AND CEILING SUPPORT SYSTEM NECESSARY FOR

THE INSTALLATION OF NEW WORK. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR ASSOCIATED WORK.

6 REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXISTING CEILING MOUNTED EQUIPMENT TO BE REMOVED

7 REMOVE SECTION OF EXISTING EXTERIOR WALL AS REQUIRED FOR

INSTALLATION OF NEW WINDOW. REFER TO NEW WORK FLOOR PLAN FOR

ADDITIONAL INFORMATION

8 REMOVE EXISTING PLUMBING FIXTURES. REFER TO PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION

9 REMOVE EXISTING CASEWORK, COUNTERTOPS, BACKSPLASH. PREPARE

SUBSTRATE TO RECEIVE SCHEDULED FINISH.

10 REMOVE EXISTING 6" CMU WALL, AND CONCRETE SLAB CEILING COMPLETE.

PREPARE EXISTING SLAB WHERE CMU IS REMOVED FOR SCHEDULED

FINISHES

11 APPROXIMATE GRADE, REFER TO CIVIL DRAWINGS

12 EXISTING CONCRETE FOUNDATION WALL

13 EXISTING CONCRETE FOUNDATION

14 REMOVE EXISTING CONCRETE SLAB CEILING

15 REMOVE EXISTING SOFFIT AND FASCIA BOARD.

16 REMOVE STUD WALL, SHEATHING, EXTERIOR AND INTERIOR FINISHES FULL

HEIGHT - TO EXTENTS INDICATED ON DEMOLITION FLOOR PLAN

17 EXISTING SOFFIT AND FASCIA BOARD TO REMAIN

18 REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE

19 REMOVE PORTION OF EXISTING EXTERIOR SOFFIT, ROOFING, ROOF OVER

FRAMING AND FASCIA. PREP FOR NEW CANOPY, REFER TO NEW

CONSTRUCTION DRAWINGS FOR ADDITIONAL INFORMATION

20 DEMOLISH PORTION OF EXISTING CONCRETE SLAB FOR NEW PLUMBING.

REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

21 EXISTING ROOF OVERHANG

22 DEMOLISH PORTION OF EXISTING FOUNDATION WALL FOR SLAB TIE-IN, REFER

TO STRUCTURAL DRAWINGS

23 REMOVE EXISTING STANDING SEAM METAL ROOF AND SHEATHING BACK TO

EXISTING FIRST AND NEXT TRUSS. REFER TO STRUCTURAL DRAWINGS

24 REMOVE EXISTING RAKE TRIM AND BOARDS

25 EXISTING BATT INSULATION TO REMAIN

26 EXISTING WOOD FURRING AND GWB TO REMAIN

27 REMOVE EXISTING TOILET ACCESSORIES.

28 REMOVE EXISTING GWB AS REQUIRED FOR PLUMBING WORK. REFER TO

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

SCALE: 3/16" = 1'-0" (A-201)

A1

VISITOR CONTROL CENTER - REFLECTED

CEILING PLAN - DEMOLITION

0' 4' 8' 12' 3/16" =1'-0"

0' 1' 2' 3' 3/4" =1'-0"

SCALE: 3/4" = 1'-0"

A4

DEMOLITION WALL SECTION

PLAN

NORTH

PLAN

NORTH

REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR

ASSOCIATED WORK AT

EXTERIOR WALL

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B3

AD102

C3

AD102

A3

AD102

EQUIPMENT

MONITORING AREA

OFFICEBATHROOM

14'-3" 10'-0"

'-4

24'-3"

'-4

5' -1

1" 2'

-0

4' -0

1' -2

/2

4' -0

1' -2

/2

4' -0

2'

-0

3'-6" 3'-0" 8'-4" 3'-0"

1'-10"

4'-7"

3' -6

1'

-4

2' -8

4'

-6

2' -6

2'

-8

2' -8

2'

-8

1' -1

0"

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O

LK

, V A

AS NOTED

F

IL

E N

A M

E

LA

Y

O U

T N

A M

E

P L

O T

T E

D

U S

E R

3/

7/

2:

:3

P M

B

IM

N

A V

F A

C _P

-3

P er im et er S ec ur ity Im pr ov em en ts _0

2/ _W

_0

2_

P

7C ut le r_

V C

_A R

C H

_R

.rv t

AD102

P -3

P

E R

IM

E

T E

R S

E C

U R

IT

Y

B U

IL

D

IN

G

D

E M

O

LI

TI

O

N P

LA

N

S A

N D

E

LE

V A

T

IO

N S

WTGFM JM

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Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

C U

T

LE

R , M

A

IN

E

EJA

CGM

DSN

M

ID

LA

N

T D

C C

O R

E

A D sf ea g in s

SCALE: 1/4" = 1'-0"

A3

BUILDING ELEVATION

SCALE: 1/4" = 1'-0"

C3

BUILDING ELEVATION

SCALE: 1/4" = 1'-0"

B3

BUILDING ELEVATION

SCALE: 1/4" = 1'-0"

D3

BUILDING ELEVATION

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

DEMOLITION KEYNOTES#

1 DEMOLISH STANDING SEAM METAL ROOF AND WOOD JOIST AND RAFTERS

2 DEMOLISH CONCRETE SLAB AND PORTIONS OF FOUNDATION, SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

3 DEMOLISH EXISTING WOOD STUD AND VINYL SHAKE WALL

4 DEMOLISH EXISTING DOOR, DOOR FRAME AND HARDWARE

5 DEMOLISH EXISTING GWB WOOD STUD PARTITION - FULL HEIGHT

6 DEMOLISH EXISTING PLUMBING FIXTURES. REFER TO PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

7 DEMOLISH EXISTING WINDOW

8 DEMOLISH EXISTING FLOOR, WALL BASE, CASEWORK AND CEILINGS

9 REMOVE STUD WALL, SHEATHING, EXTERIOR AND INTERIOR FINISHES FULL

HEIGHT - TO EXTENTS INDICATED ON DEMOLITION FLOOR PLAN

2' 4' 8'0' 1/4" =1'-0"

SCALE: 1/4" = 1'-0" (A-201)

C1

BLDG 130 - FLOOR PLAN - DEMOLITION

A. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

ARCHITECT AND CONTRACTING OFFICER OF ALL DISCREPANCIES PRIOR TO

STARTING WORK.

B. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISE

DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED AND

REPAIRED TO MATCH EXISTING ADJACENT MATERIALS SO THAT REPAIR IS

IMPERCEPTIBLE. PROTECT SURFACES THAT ARE TO REMAIN TO PREVENT

DAMAGE.

C. REFER TO STRUCTURAL AND MEP DRAWINGS FOR OTHER DISCIPLINE

DEMOLITION SCOPE OF WORK.

D. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST,

DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS.

E. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. TRANSPORT

DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.

F. CONTRACTOR SHALL NOTIFY ARCHITECT AND CONTRACTING OFFICER OF

ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND CONSTRUCTION

DOCUMENTS.

G. CONTRACTOR TO COORDINATE DEMOLITION AND NEW WORK FOR PHASED

CONSTRUCTION.

H. PROVIDE 10 DAYS NOTICE BEFORE REMOVAL OF EXISTING FURNITURE AND

EQUIPMENT IS THE RESPONIBLITY OF USER, ANY REMAINING ITEMS WILL BE

DEMOLISHED.

I. REFER TO SHEET HM101 HAZARDOUS MATERIALS REMOVAL FOR

ASSOCIATED WORK.

J. ENSURE SIPR ROOM IS FULLY PROTECTED FROM DUST AND DEBIS DURING

DEMOITION AND THROUGHOUT PROJECT.

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C3

A-201

B1

A-201

C1

A-201

B3

A-201

A1

A-304

A2

A-304

'-6

4'

-9

'-1

1"

2' -0

16'-6" 16'-9" 7'-3" 10'-0" 10'-8" 10'-8" 10'-9"

'-2

(V

.I.

F

W1W1W1

102A

E103

3'-1 1/2" 5'-10 1/2"

ALIGN

CL

VESTIBULE

TOILET

BREAKROOM

MUD ROOM

SIPRNETOFFICE

ADMIN/COPY

ID/CHECK-IN

HALLWAY

WAITING

TOILET

LAUNDRY

MOTHER'S

SHOWER

COMM

OFFICE

MECH/ELEC

INTERVIEW

HALLWAY

CL

EXISTING

ALIGN 'A'

F /O

E X

IS

T

IN

G

C

O N

C R

E T

E

F O

U N

D A

T

IO

N

W A

LL

1'-3" 6'-2" 7'-2" 8'-8" 3'-0"

1'-2 1/2"

4'-10" 4'-8 1/2" 8'-4" 8'-4" 12'-7"

CL

HALLWAY

LOCKER ROOM

D1

A-301

D1

A-301

C1

A-301

C1

A-301

C3

A-301

C3

A-301

4D

4D 4B

4A4A

4A

E1 4B 4C

E1 4A

E2

4B4B

A-401

C1

A-401

B1

4C6A 4B

8A

E101

HALLWAY

DAYROOM

JANITOR

7A

8B

117B

2B

2'-3 1/2"

A-403

C1

4D

'-4

4' -3

A

5' -1

A-504

B3

A-504

B3

4B 4A

A-403

C3

16'-5 1/2" ±

5'-10 1/2" 4'-8" 28'-0" 4'-0"

1' -0

1'-0"

1'-0"

L1

L2

E102

LB2

A-401

C2 15

8' -7

C

LE

A R

4' -0

O

/A 4'

-3

8' -4

4A

4B

4A

4A

ALIGN 'A'

FE

16'-6" 10'-2" 56'-2"

82'-10" (V.I.F.)

16'-6" 5'-1" 5'-1" 4'-0" 24'-5 1/2" 11'-4" 16'-4 1/2"

7' - 0"

'-9

/2

6'

-6

6' -1

1/

2"

19'-11 7/8"

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

TI

C

N A

V A

L S

T A

T

IO

N

N O

R F

O

LK

, V A

AS NOTED

F

IL

E N

A M

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LA

Y

O U

T N

A M

E

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T E

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U S

E R

3/

7/

0:

:4

A M

B

IM

N

A V

F A

C _P

-3

P er im et er S ec ur ity Im pr ov em en ts _0

2/ _W

_0

2_

P

7C ut le r_

V C

_A R

C H

_R

.rv t

A-101

P -3

P

E R

IM

E

T E

R S

E C

U R

IT

Y

V

IS

IT

O

R C

O N

T R

O L

C E

N

TE

R

F

LO

O R

P

LA

N

WTGFM JM

02/08/2023

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

C U

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A

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EJA

CGM

DSN

M

ID

LA

N

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C C

O R

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A -1 sf ea g in s

PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

SCALE: 3/16" = 1'-0" (A-201)

A1

VISITOR CONTROL CENTER - FLOOR PLAN

PARTITION TYPES

TYPE

MARK DESCRIPTION

4A 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB BOTH SIDES. EXTEND STUD

AND GWB PARTITION TO BOTTOM CHORD OF TRUSS ABOVE. STC 45 (MIN.)

4B 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB BOTH SIDES. EXTEND

PARTITION TO BOTTOM CHORD OF TRUSS ABOVE.

4C 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB BOTH SIDES - UL U419 1HR

RATED. EXTEND TIGHT TO UNDERSIDE OF ROOF SHEATHING ABOVE. STC

45 (MIN)

4D 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB BOTH SIDES. EXTEND STUD

AND GWB PARTITION TO UNDERSIDE OF ROOF SHEATHING (SMOKE

PARTITION). STC 45 (MIN.)

4F 3 5/8" METAL STUDS AT 16" OC WITH 5/8" GWB ONE SIDE. EXTEND

PARTITION FROM FINISH FLOOR TO BOTTOM CHORD OF TRUSS.

6A 6" METAL STUDS WITH 5/8" GWB BOTH SIDES. EXTEND PARTITION TO

BOTTOM CHORD OF TRUSS ABOVE.

E1 EXISTING INTERIOR 3 5/8" METAL STUD WALL WITH 5/8" GWB BOTH SIDES

E2 EXISTING 1 1/2" METAL STUDS WITH 5/8" GWB ONE SIDE

1 AIR HANDLING UNIT ON CONCRETE HOUSEKEEPING PAD, REFER TO

MECHANICAL DRAWINGS

2 RADON STACK, REFER TO PLUMBING DRAWINGS

3 ELECTRICAL TRANSFORMER ON 6" CONCRETE PAD, REFER TO

ELECTRICAL DRAWINGS

4 ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS

5 WATER HEATER, REFER TO MECHANICAL DRAWINGS

6 FURNACE, REFER TO MECHANICAL DRAWINGS

7 ELECTRICAL SERVICE DISCONNECT, REFER TO ELECTRICAL DRAWINGS

8 ELECTRICAL AUTOMATIC TRANSFER SWITCH, REFER TO ELECTRICAL

DRAWINGS

9 ELECTRICAL PANEL BOARD, REFER TO ELECTRICAL DRAWINGS

10 UTILITY SINK, REFER TO PLUMBING DRAWINGS

11 UTILITY SHELF, MOP AND BROOM STORAGE

12 CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS

13 CONCRETE WALK, SEE CIVIL DRAWINGS

14 LOCKER, LK1, SEE FINISH LEGEND

15 FIRE EXTINGUISHER, REFER TO LIFE SAFETY DRAWINGS

A. ALL DIMENSIONS TO BE VERIFIED (V.I.F.) IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY ARCHITECT AND CONTRACTING OFFICER OF ALL

DISCREPANCIES PRIOR TO STARTING WORK.

B. ALL DIMENSIONS ARE FACE OF MASONRY, POURED CONCRETE, OR FACE

OF STUD (WOOD OR METAL, UNLESS OTHERWISE NOTED)

C. ALL INTERIOR DOOR FRAMES WITH RETURN TO THE CLOSEST ADJACENT

PERPENDICULAR PARTITION, SHALL BE LOCATED A DISTANCE OF FOUR

INCHES FROM THROAT. U.N.O.

D. PROVIDE SOLID BLOCKING/BACKING IN WALL CAVITIES AT ALL WALL

MOUNTED CASEWORK, FIXTURES, EQUIPMENT AND SHELVING. REFER TO

TYPICAL PARITION AND BACK PLATE DETAILS FOR ADDITIONAL

INFORMATION.

E. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR MOUNTING

HEIGHTS OF SWITCHES, OUTLETS, ALARMS AND ALL SURFACE MOUNTED

COMPONENTS.

F. ALL DIMENSIONS TO FACE OF STUDS ARE NOMINAL, U.N.O.

G. REFER TO SHEET A-601 FOR DOOR SCHEDULE, WINDOW SCHEDULES AND

DETAILS.

H. ALL FURNITURE IS SHOWN IN GRAY DASHED LINES WITH NO TAG FOR

REPRESENTATION ONLY. REFER TO SHEET I-101 FOR FURNITURE PLANS.

M. REFER TO SHEET A-701 FOR FINISH SCHEDULE, FLOOR PATTERN, CORNER

GUARD LOCATIONS, SIGNAGE SCHEDULE AND INTERIOR DETAILS.

N. REFER TO ENLARGED PLANS FOR DIMENSIONS NOT NOTED.

0' 4' 8' 12' 3/16" =1'-0"

NOTE - AT 'ALIGN A':

INTERIOR AND EXTERIOR FACES OF PROPOSED

NEW CONSTRUCTION SHALL ALIGN WITH INTERIOR

AND EXTERIOR FACES OF EXISTING CONSTRUCTION

TO REMAIN, SO THAT TRANSITION FROM NEW TO

EXISTING WORK IS IMPERCEPTIBLE.

PARTITION TYPES NOTE:

REFER TO ENLARGED PLAN SHEETS FOR

ADDITIONAL PARTITION TYPE DESIGNATIONS.

FLOOR PLAN DIMENSIONS NOTE:

FOR PURPOSES OF CLARITY REFER

TO ENLARGED PLAN SHEETS FOR

DIMENSIONS NOT SHOWN HERE.

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D1

A-202

B1

A-202

B1

A-302

B1

A-302

A1

A-302

A1

A-302

B1

A-303

B1

A-303

A1

A-303

A1

A-303

A3

A-306

A1

A-305

A2

A-305

A3

A-305

D1

A-302

D1

A-302

B D E

C1

A-303

C1

A-303

6'-8" 32'-4" 6'-8"

'-0

'-0

'-0

9'-0" 23'-4"

7'-4" 38'-4" 25'-4"

2' -0

3'

-0

2' -0

3'

-0

'-8

/1

6" 3'

-4

'-1

/1 6"

9'-4" 6'-4" 7'-8"

MECH/ELEC

STOR/JAN

BREAKROOM

CORR

WAITING

INSPECTION OFFICE

4'-2"

W4

20'-8" 1'-4"

5'-5" 7'-10" 7'-5"

8' -4

5'

-5

9' -3

8'

-8

'-4

'-4 "10

'-4

'-0

5'

-0

8' -4

'-4

8' -4

1' -4

1'-4"

1' -4

6A6A

6A

8A

4C

4A

4A

4A

4A

4B A-402

B1

101B

A-402A4

A-402

A3

'-0

9'

-0

'-0

3'-4" 19'-0" 6'-8" 6'-8" 25'-4"

7' -4

1'

-0

'-0

3' -0

1' -8

1'

-8

'-8

1'

-8

1' -8

'-0

'-0

'-0

2'-0" 8'-0" 2'-0" 8'-0" 2'-0" 8'-0" 2'-4"

2' -0

'-0

2' -0

W3 W3 W3

W1

W1

W1

W1

W2

W2

'-0

2'

-0

2' -0

2'

-0

2' -0

2'

-0

2' -0

2'

-0

4' -0

1'-4"

8"

3'-0"

8"

3'-0" 4" 1'-4"

101A

1C

DS DS

DS

DS

DS DS

DS DS

DS

DS

DSDS

DS

DS

W6

FD

POV CANOPY

CVIS CANOPY

RESTROOM

STORAGE

109B

COMM

4A

4A

4C

109A

20'-8"

3'-2"3'-2"

DS

L1L2

A4

A-503

RFI/SECURE ROOM

'-6

'-2

11'-0" 10'-0" 11'-4"

'-4

'-4

'-0

A1

A-306

PJ

PJ

PJ

PJ

PJ PJ

PJ

PJPJ

A-503

B2

A-503

A1

A

A-503

A2

'-2

13'-0"

20'-8" C

CJ

CJ

PJ

CJ CJ

CJ

'-6

'-6

'-6

'-6

'-6

'-6

PJ

PJ

PJ

A4

A-305

ROOF

OVERHANG

ROOF

OVERHANGROOF

OVERHANG

ROOF

OVERHANG

ROOF

OVERHANG

ROOF

OVERHANG

WH

FE

5'-0"

4A

4' -0

165.00°

W6

A1

A-202

C1

A-202

A-402

D1

DS

DS

FE

A-503

B1

A. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

ARCHITECT AND CONTRACTING OFFICER OF ALL DISCREPANCIES PRIOR TO

STARTING WORK.

B. ALL DIMENSIONS ARE FACE OF MASONRY, POURED CONCRETE, OR FACE OF

STUD (WOOD OR METAL, U.N.O.)

C. ALL INTERIOR DOOR FRAMES SHALL BE LOCATED A DISTANCE OF FOUR

INCHES FROM THROAT RETURN TO THE CLOSEST ADJACENT

PERPENDICULAR PARTITION, U.N.O.

D. PROVIDE SOLID BLOCKING/BACKING IN-WALL CAVITIES AT ALL WALL

MOUNTED CASEWORK, FIXTURES, EQUIPMENT AND SHELVING. REFER TO

TYPICAL PARITION AND BACK PLATE DETAILS FOR ADDITIONAL INFORMATION.

E. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR MOUNTING HEIGHTS

OF SWITCHES, OUTLETS, ALARMS AND ALL SURFACE MOUNTED

COMPONENTS.

F. ALL MASONRY DIMENSIONS ARE NOMINAL, U.N.O.

G. REFER TO SHEET A-602 FOR DOOR SCHEDULE AND DETAILS.

H. REFEF TO SHEET A-401 FOR TOILET ACCESS SCHEDULE.

I. REFER TO SHEET A-706 FOR SIGNAGE PLAN AND SCHEDULE.

J. REFER TO SHEET I-102 FOR FURNITURE PLAN.

K. REFER TO SHEETS A-702 AND A-704 FOR FINISH SCHEDULE AND PLAN

L. REFER TO SHEET A-603 FOR WINDOW SCHEDULE AND DETAILS

M. PROVIDE A MASONRY CONTROL JOINT (CJ) AT EACH PRECAST PANEL JOINT

(PJ) U.N.O. MASONRY CONTROL JOINTS ARE NOT REQUIRED AT CANOPY

COLUMN BASES.

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

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G

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O M

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N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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IT

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E N

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IN

E E

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IN

G S

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C O

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A N

D

M

ID

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LA

N

TI

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N O

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LK

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AS NOTED

F

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-3

P er im et er S ec ur ity Im pr ov em en ts _0

2/ _W

_0

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P -3

P

E R

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E C

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IT

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P E

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N

S T

A T

IO

N

O

V E

R A

LL

F

LO

O

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LA

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GFMWT BKS

02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

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M E

N

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CRH/LAF

1614700

N40085-19-D-9008 T008

C U

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A

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CGM

DSN

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ID

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O R

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A -1 sf ea g in s

PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1 PREFABRICATED SENTRY BOOTH

2 8" CMU WITH PRECAST CONCRETE PANEL BOTH SIDES WITH PRECAST TOP

3 8" CMU WITH PRECAST PANELS EACH SIDE TO 3'-4" AFF WITH 6" CMU AND

VINYL SHAKE SIDING EACH SIDE TO 7'-4" AFF

4 FURNACE, REFER TO MECHANICAL DRAWINGS

5 HEAT PUMP ON CONCRETE HOUSEKEEPING PAD, REFER TO MECHANICAL

DRAWINGS

6 AIR HANDLING UNIT ON CONCRETE HOUSEKEEPING PAD, REFER TO

MECHANICAL DRAWINGS

7 CONCRETE WALK, SEE CIVIL DRAWINGS

8 DRIVE AISLE, REFER TO CIVIL DRAWINGS

9 UTILITY SINK, REFER TO PLUMBING DRAWINGS

10 UTILITY SHELF, MOP AND BROOM STORAGE

11 PROVIDE 1 LAYER UL LISTED BULLET RESISTANT FIBERGLASS PANEL FULL

HEIGHT BEHIND GWB.

12 CSE COMBO TRANSFER TRANSACTION WINDOW STATION WITH 619S

TRANSACTION DRAWER. COVENANT SECURITY EQUIPMENT WITH LEVEL #1

BULLET RESISTANT GLAZING

SCALE: 3/16" = 1'-0" (A-002)

A1

INSPECTION STATION - OVERALL FLOOR

PLAN

0' 4' 8' 12' 3/16" =1'-0"

PARTITION TYPES

TYPE

MAR

K

CONSTRUCTION

FIRE

PROTECTIO

N ACOUSTICAL

TOTAL

WIDTH FRAMING CLADDING RATING STC

4A 4 7/8" 3 5/8" METAL

STUDS AT 16" O.C.

EXTEND TO

STRUCTURE

ABOVE

5/8" GWB BOTH

SIDES. EXTEND TO

6" ABOVE CEILING

45 MIN

4B 4 7/8" 3 5/8" METAL

STUDS AT 16" O.C.

EXTEND TO

STRUCTURE

ABOVE

5/8" GWB BOTH

SIDES. EXTEND

TIGHT TO

UNDERSIDE OF

DECK ABOVE

UL U419 1

HR

45 MIN

4C 3 5/8" METAL

STUDS AT 16" O.C.

EXTEND TO

STRUCTURE

ABOVE

5/8" GWB BOTH

SIDES. 1 LAYER UL

LISTED BULLET

RESISTANT

FIBERGLASS PANEL

ONE SIDE EXTEND

TIGHT TO

UNDERSIDE OF

DECK ABOVE

6A 5 5/8" 6" CMU. EXTEND

TO 8'-0" AFF

5/8" GWB ONE SIDE

ON 1 5/8" METAL

STUD FURRING AT

16" OC

8A 8" 8" CMU. EXTEND

TO 8'-0" AFF

5/8" GWB ONE SIDE

ON 1 5/8" METAL

STUD FURRING AT

16" OC

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9'-0"9'-0"

9'-0"

8'-0"

8'-0"

8'-0"

8'-0"

EXP.

EXIST

106 104

103 122

120 119

8'-0"

EXISTING PROPOSED

EXP.

7'-4" 8'-0"

9'-0"8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

9'-0"

9'-0"

9'-0"

109 112

9'-0"

8'-0"

9'-0"

8'-0"

7'-0"

8'-0"

8'-10 65/128"

8'-9"

8'-6"

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

2' - 0" X 2' - 0" ACOUSTICAL CEILING TILE.

LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS.

EMERGENCY LIGHT FIXTURE. REFER TO ELECTRICAL

DRAWINGS.

CEILING SUPPLY DIFFUSER. REFER TO MECHANICAL

DRAWINGS.

CEILING RETURN. REFER TO MECHANICAL DRAWINGS.

NO CEILING - EXPOSED TO ROOF DECK ABOVE.

GYPSUM BOARD CEILING.

EXIT SIGN. REFER TO ELECTRICAL DRAWINGS.

OCCUPANCY SENSOR. REFER TO ELECTRICAL

DRAWINGS.

OS

FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR

(X'-X")

CEILING ACCESS PANEL. REFER TO PLUMBING

DRAWINGS.

CEILING EXHAUST. REFER TO MECHANICAL DRAWINGS.

EXHAUST GRILLES. REFER TO MECHANICAL DRAWINGS.

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

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O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

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E E

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IN

G S

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C O

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ID

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LA

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T A

T

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B

IM

N

A V

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C _P

-3

P er im et er S ec ur ity Im pr ov em en ts _0

2/ _W

_0

2_

P

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V C

_A R

C H

_R

.rv t

A-103

P -3

P

E R

IM

E

T E

R S

E C

U R

IT

Y

V

IS

IT

O

R C

O N

T R

O L

C E

N T

E R

R

E F

LE

C

TE

D

C E

IL

IN

G P

LA

N

WTGFM JM

02/08/2023

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

C U

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O R

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A -1 sf ea g in s SCALE: 3/16" = 1'-0" (A-201)

C1

VISITOR CONTROL CENTER - REFLECTED

CEILING PLAN

PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

A. ALL CEILINGS SHALL BE +9'-0" ABOVE FINISHED FLOOR, UON

B. IN THE CASE OF MINOR DISCPREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED

COMPONENTS, THE ARCHTIECTURAL REFLECTED CEILING PLAN SHALL

GOVERN. NOTIFY ARCHITECT AND CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH THE WORK.

C. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR DETAILED

INFORMATION, LOCATION AND ADDITIONAL INFORMATION.

D. LIGHTS, DIFFUSERS, SPRINKLER HEADS, EXIT SIGNS, SMOKE

DETECTORS, SPEAKERS, STROBES AND MISCELLANEOUS DEVICES

SHALL BE CENTERED IN THE CEILING TILE IN WHICH THEY OCCUR, UON.

0' 4' 8' 12' 3/16" =1'-0"

1 PRE-FINISHED CONTINUOUS PERFORATED SOFFIT

S Y

M D

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12881021

B D E

8'-0"

8'-0"

18'-0"18'-0"

19'-8" 19'-8"

19'-8" 19'-8"

17'-8"

17'-8"

10'-4"

POV CANOPY CVIS CANOPY

DSDS

DS

DS

DS

DS

DS

9'-10 1/2 A.F.F.

EXPOSED

9'-0"

EXPOSED

8'-0"

8'-0"

7'-10"

8'-0"

7'-8"

9'-0"

A C

4' -5

7'-8"

HSSHSS

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

2' - 0" X 2' - 0" ACOUSTICAL CEILING TILE.

LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS.

EMERGENCY LIGHT FIXTURE. REFER TO ELECTRICAL

DRAWINGS.

CEILING SUPPLY DIFFUSER. REFER TO MECHANICAL

DRAWINGS.

CEILING RETURN OR EXHAUST. REFER TO MECHANICAL

DRAWINGS.

NO CEILING - EXPOSED TO ROOF DECK ABOVE.

GYPSUM BOARD CEILING.

HORN/STROBE. REFER TO FIRE PROTECTION DRAWINGS.

EXIT SIGN. REFER TO ELECTRICAL DRAWINGS.

OCCUPANCY SENSOR. REFER TO ELECTRICAL

DRAWINGS.

OS

FINISHED CEILING HEIGHT ABOVE FINISHED FLOORX'-X"

DOWNSPOUTDS

CEILING ACCESS PANEL. REFER TO PLUMBING

DRAWINGS.

A. ALL CEILINGS SHALL BE +9'-0" ABOVE FINISHED FLOOR, U.O.N.

B. IN THE CASE OF MINOR DISCPREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED

COMPONENTS, THE ARCHTIECTURAL REFLECTED CEILING PLAN SHALL

GOVERN. NOTIFY ARCHITECT AND CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH THE WORK.

C. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR DETAILED

INFORMATION, LOCATION AND ADDITIONAL INFORMATION.

D. LIGHTS, DIFFUSERS, SPRINKLER HEADS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, STROBES AND MISCELLANEOUS DEVICES SHALL BE

CENTERED IN THE CEILING TILE IN WHICH THEY OCCUR, U.O.N.

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

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IN

E

E R

IN

G

S Y

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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IL

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G S

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-3

P er im et er S ec ur ity Im pr ov em en ts _0

2/ _W

_0

2_

P

7C ut le r_

IS

_A

R C

H _R

.rv t

A-104

P -3

P

E R

IM

E

T E

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U R

IT

Y

IN

S

P E

C T

IO

N

S T

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R

E F

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C

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D

C E

IL

IN

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GFMWT BKS

02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

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ID

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O R

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A -1 sf ea g in s

SCALE: 3/16" = 1'-0" (A-002)

A1

INSPECTION STATION - REFLECTED CEILING

PLAN

PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

0' 4' 8' 12' 3/16" =1'-0"

1 PRE-FINISHED CONTINUOUS PERFORATED SOFFIT

2 ALUMINUM GUTTER

S Y

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12881022

B D E

18'-0" 18'-0"

19'-8"

19'-8"

19'-8" 19'-8"

17'-8"

17'-8"

POV CANOPY

CVIS CANOPY

'-0

'-0

'-0

9'

-0

'-0

'-0

DS

DS

DS

DS

DS

DS

DS

DS

CJ

CJ

CJ

CJ

CJ

CJ

CJ

4'-0" 25'-4" 4'-0"

SLOPES

SLOPES

SLOPESSLOPES

17'-8"

17'-8"

4'-0" 20'-8" 4'-0"

A C

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

2' - 0" X 2' - 0" ACOUSTICAL CEILING TILE.

LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS.

EMERGENCY LIGHT FIXTURE. REFER TO ELECTRICAL

DRAWINGS.

CEILING SUPPLY DIFFUSER. REFER TO MECHANICAL

DRAWINGS.

CEILING RETURN OR EXHAUST. REFER TO MECHANICAL

DRAWINGS.

NO CEILING - EXPOSED TO ROOF DECK ABOVE.

GYPSUM BOARD CEILING.

HORN/STROBE. REFER TO FIRE PROTECTION DRAWINGS.

EXIT SIGN. REFER TO ELECTRICAL DRAWINGS.

OCCUPANCY SENSOR. REFER TO ELECTRICAL

DRAWINGS.

OS

FINISHED CEILING HEIGHT ABOVE FINISHED FLOORX'-X"

DOWNSPOUTDS

CEILING ACCESS PANEL. REFER TO PLUMBING

DRAWINGS.

A. IN THE CASE OF MINOR DISCPREPANCIES BETWEEN MEP AND

ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED

COMPONENTS, THE ARCHTIECTURAL REFLECTED CEILING PLAN SHALL

GOVERN. NOTIFY ARCHITECT AND CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH THE WORK.

B. REFER TO MEP AND FIRE PROTECTION DRAWINGS FOR DETAILED

INFORMATION, LOCATION AND ADDITIONAL INFORMATION.

C. LIGHTS, DIFFUSERS, SPRINKLER HEADS, EXIT SIGNS, SMOKE DETECTORS,

SPEAKERS, STROBES AND MISCELLANEOUS DEVICES SHALL BE

CENTERED IN THE CEILING TILE IN WHICH THEY OCCUR, U.N.O.

D. REFER TO SHEET A-104 FOR INSPECTION STATION REFLECTED CEILING

PLAN.

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

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ID

-A T

LA

N

TI

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V A

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T A

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N O

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F

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2/ _W

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P

7C ut le r_

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A-105

P -3

P

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IM

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T E

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P O

V A

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C V

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A N

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GFMWT BKS

02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

C U

T

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R , M

A

IN

E

EJA

CGM

DSN

M

ID

LA

N

T D

C C

O R

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A -1 sf ea g in s

SCALE: 3/16" = 1'-0" (A-002)

A1

POV AND CVIS CANOPIES - REFLECTED

CEILING PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

0' 4' 8' 12' 3/16" =1'-0"

1 PRE-FINISHED CONTINUOUS PERFORATED SOFFIT

2 ALUMINUM GUTTER

PLAN

NORTH

S Y

M D

E S

C R

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9 MAR 2023

241 358

12881023

5"

5"

5"

5"

5" / 12" 5" / 12"

EXISTING PROPOSED

7 7

5" / 12" 5" / 12"

B3

A-106

A2

A-106

A3

A-106

B1

A-106

B1

A-106

A-106

A1

A3

A-106

A-106

A1

7 7

ROOF PLAN LEGEND

DIRECTION OF ROOF SLOPE. NEW ROOF

SLOPES INDICATED.

VTR VENT THRU ROOF, REFER TO PLUMBING

DRAWINGS

ICE AND WATER SHIELD

STANDING SEAM METAL ROOFING SYSTEM

3" MIN

NOTE:

ALL SEALANT, ROOF SPLICES, FLASHINGS AND COUNTER

FLASHINGS, CONNECTIONS, ETC. ARE TO BE CONSTRUCTED

PER MANUFACTURER'S RECOMMENDATIONS.

1"1-1/2"1"

8" M

IN

M

IN

1' -0

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

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IN

E

E R

IN

G

S Y

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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P -3

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WTGFM JM

02/08/2023

Approved by Jeffrey Hoyt, PWD ME, via Email

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CRH/LAF

1614700

N40085-19-D-9008 T008

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A -1 sf ea g in s

SCALE: 3/16" = 1'-0" (A-201)

C2

VISITOR CONTROL CENTER - ROOF PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1 STANDING SEAM METAL ROOF TO MATCH EXISTING

2 AIR HANDLING UNIT ON CONCRETE HOUSEKEEPING PAD, REFER TO

MECHANICAL DRAWINGS

3 CONCENTRIC ROOF VENT, REFER TO MECHANICAL DRAWINGS

4 VENT THROUGH ROOF, REFER TO PLUMBING DRAWINGS

5 RADON STACK, REFER TO PLUMBING DRAWINGS

6 EXISTING STANDING SEAM METAL ROOF TO REMAIN

7 ICE AND WATER SHIELD - 3'-0" WIDE AROUND PERIMETER ROOF EDGE AND

2'-0" WIDE EITHER SIDE OF RIDGES AND VALLEYS

8 PANEL CLEAT, TYPICAL

9 STANDING SEAM METAL ROOF SYSTEM (UNINSULATED)

10 UNDERLAYMENT FOR WOOD SUBSTRATES

11 METAL RIDGE CLOSURE SET IN CONTINUOUS BED OF SEALANT

12 METAL RIDGE CAP WITH SLIP HEM AND 6" WIDE INSIDE SPLICE PLATES

13 FASTEN CLOSURE TO RIB AND RIDGE, FLASH TO CLOSURE BETWEEN RIBS

14 FASTENER PER MANUFACTURER'S RECOMMENDATIONS, TYPICAL

15 WOOD TRUSS, SEE STRUCTURAL DRAWINGS

16 METAL VALLEY CLOSURE SET IN CONTINUOUS BED OF SEALANT

17 BUTYL SEALANT, CONTINUOUS, PER MANUFACTURER'S

RECOMMENDATIONS

18 5/8" PLYWOOD ROOF SHEATHING

19 WOOD FRAMING, REFER TO STRUCTURAL DRAWINGS

20 EXISTING ROOF SHEATHING TO REMAIN

21 PRE-FINISHED METAL FLASHING

22 EXISTING ROOF TRUSS TO REMAIN

23 GRAVITY VENT, REFER TO MECHANICAL DRAWINGS

24 STAINLESS STEEL CLAMPING RING

25 SEALANT, CONTINUOUS BEAD

26 CONCENTRIC VENT, REFER TO MECHANICAL DRAWINGS

27 INNER METAL FLASHING COLLAR. PROVIDE CONTINUOUS BEAD OF SEALANT

AT TOP AND BOTTOM WHERE FASTENED TO ROOF

28 BENT JOINT SET IN SEALANT

29 OUTER METAL FLASHING SLEEVE. PROVIDE WELDED OR SEALED SEAMS AT

BASE WHERE ADJOINS STANDING SEAM METAL ROOF PANEL

30 FIELD FABRICATED METAL HOOD

31 SELF-ADHERED MEMBRANE-EXTEND 6" AROUND ALL WALL PENETRATIONS,

OPENINGS AND LOCATIONS TO SEAL JOINTS BETWEEN AIR BARRIER

MATERIALS

32 METAL CAP FLASHING

33 LIGHTNING PROTECTION- REFER TO ELECTRICAL DRAWINGS

0' 4' 8' 12' 3/16" =1'-0"

PLAN

NORTH

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION

REQUIRED BY THESE DOCUMENTS, REPAIR THE DAMAGED ITEM(S) WITH

MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.

PROVIDE PROTECT FOR ITEM TO REMAIN.

2 FIELD VERIFY EXISTING DIMENSIONS PRIOR TO ORDERING MATERIALS OR

BEGINNING DEMOLITION.

SCALE: 3" = 1'-0"

A3

RIDGE DETAIL

SCALE: 3" = 1'-0"

A2

VALLEY DETAIL

SCALE: 3" = 1'-0"

B3

TRANSITION DETAIL

SCALE: 3" = 1'-0"

B1

CONCENTRIC VENT DETAIL

SCALE: 3" = 1'-0"

A1

VENT THRU ROOF DETAIL (VTR)

0' 6" 3" =1'-0"

3" 9"

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4" / 1'-0"

4" / 1'-0"

DS DS

DS

DS

DS

DS

DS

VALLEY

VALL

EY

R

ID

G E

RIDGE

VTR

'-0

'-0

'-0

34'-4"

25'-0"

A1

A-501

A1

A-501

A3

A-501

A1

A-502

A2

A-502

A-502

A3

TYP

ROOF PLAN LEGEND

DS

DIRECTION OF ROOF SLOPE TO ROOF DRAIN.

NEW ROOF SLOPES INDICATED.

VTR VENT THRU ROOF, REFER TO PLUMBING

DRAWINGS

ICE AND WATER SHIELD

STANDING SEAM METAL ROOFING SYSTEM

4" W x 4" D ALUMINUM DOWNSPOUT

@ POV AND CVIS CANOPY

3" W x 3" D ALUMINUM DOWNSPOUT

@ INSPECTION STATION

A. ALL ROOF SURFACES TO BE 1/4" VERTICAL PER 1'-0" HORIZONTAL

MINIMUM, U.O.N.

B. PROVIDE ALL CRICKETS, SADDLES, FLASHINGS AND RELATED

COMPONENTS AS REQUIRED TO PREVENT PONDING AND CREATE A

COMPLETE ROOFING SYSTEM.

C. PROVIDE CRICKETS AT ROOF CURBS AND/OR EQUIPMENT WHERE

REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS.

D. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR PLUMBING

EQUIPMENT SHOWN FOR REFERENCE ONLY. REFER TO MEP

DOCUMENTS FOR SPECIFIC DESIGN INFO.

E. REFER TO STRUCTURAL DRAWINGS FOR ROOF PENETRATIONS AND

FRAMING REQUIREMENTS IN ROOFS. VERIFY LOCATIONS, SIZES & TYPES

REQUIRED BY MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

F. ALL TARGET ELEVATION MARKERS ARE TO TOP OF STEEL, U.O.N.

G. REFER TO LIGHTNING PROTECTION DRAWINGS FOR AIR TERMINAL

DEVICES ON ROOF.

H. REFER TO SHEET A-108 FOR POV AND CVIS CANOPY ROOF PLANS.

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 E

P A

R T

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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2/ _W

_0

2_

P

7C ut le r_

IS

_A

R C

H _R

.rv t

A-107

P -3

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IN

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P E

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GFMWT BKS

02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

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M E

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CRH/LAF

1614700

N40085-19-D-9008 T008

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A -1 sf ea g in s

SCALE: 1/4" = 1'-0" (A-002)

A1

INSPECTION STATION - ROOF PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1 STANDING SEAM METAL ROOF SYSTEM (COMPOSITE MINIMUM R-30)

2 ALUMINUM GUTTER

3 LIGHTNING PROTECTION- REFER TO ELECTRICAL DRAWINGS

4 FLUE, REFER TO MECHANICAL DRAWINGS

5 CONCENTRIC ROOF VENT, REFER TO MECHANICAL DRAWINGS

6 RADON STACK, REFER TO PLUMBING DRAWINGS

7 DUAL BAR SNOW GUARD SYSTEM

8 METAL RIDGE CLOSURE SET IN CONTINUOUS BED OF SEALANT

9 RIDGE VENT

0' 4' 8' 12' 3/16" =1'-0"

PLAN

NORTH

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4" / 1'-0"

4" / 1'-0"

4" / 1'-0" 4" / 1'-0"

R

ID

G E

R

ID

G E

R

ID

G E

RIDGE

DS

DS

DS

DS

DS

DS

DS

DS

VALLEY VALL

EY

C1

A-306

'-8

29'-2"

'-8

33'-10"

C1

A-306

C1

A-502

C1

A-502

C1

A-306

C1

A-502

C1

A-306

C1

A-502

C3

A-502

C3

A-502

TYP

TYP

TYP

TYP

ROOF PLAN LEGEND

DS

DIRECTION OF ROOF SLOPE TO ROOF DRAIN.

NEW ROOF SLOPES INDICATED.

VTR VENT THRU ROOF, REFER TO PLUMBING

DRAWINGS

ICE AND WATER SHIELD

STANDING SEAM METAL ROOFING SYSTEM

4" W x 4" D ALUMINUM DOWNSPOUT

@ POV AND CVIS CANOPY

3" W x 3" D ALUMINUM DOWNSPOUT

@ INSPECTION STATION

A. ALL ROOF SURFACES TO BE 1/4" VERTICAL PER 1'-0" HORIZONTAL

MINIMUM, U.N.O.

B. PROVIDE ALL CRICKETS, SADDLES, FLASHINGS AND RELATED

COMPONENTS AS REQUIRED TO PREVENT PONDING AND CREATE A

COMPLETE ROOFING SYSTEM.

C. PROVIDE CRICKETS AT ROOF CURBS AND/OR EQUIPMENT WHERE

REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS.

D. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR PLUMBING

EQUIPMENT SHOWN FOR REFERENCE ONLY. REFER TO MEP

DOCUMENTS FOR SPECIFIC DESIGN INFO.

E. REFER TO STRUCTURAL DRAWINGS FOR ROOF PENETRATIONS AND

FRAMING REQUIREMENTS IN ROOFS. VERIFY LOCATIONS, SIZES & TYPES

REQUIRED BY MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.

F. ALL TARGET ELEVATION MARKERS ARE TO TOP OF STEEL, U.N.O.

G. REFER TO LIGHTNING PROTECTION DRAWINGS FOR AIR TERMINAL

DEVICES ON ROOF AND PARAPETS.

H. REFER TO SHEET A-107 FOR INSPECTION STATION ROOF PLAN.

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 E

P A

R T

M E

N T

O F

T H

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A V

Y N

A V

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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A-108

P -3

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GFMWT BKS

02/08/23

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

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1614700

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PLAN

NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1 STANDING SEAM METAL ROOF SYSTEM (UNINSULATED)

2 ALUMINUM GUTTER

3 LIGHTNING PROTECTION- REFER TO ELECTRICAL DRAWINGS

4 DUAL BAR SNOW GUARD SYSTEM

SCALE: 3/16" = 1'-0" (A-002)

A1

POV AND CVIS CANOPIES - ROOF PLAN 0' 4' 8' 12'

3/16" =1'-0"

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FINISH FLOOR

0' - 0"

TOP PLATE

9' - 6"

PROPOSEDEXISTING

(V.I.F.)

0' - 0"

FINISH FLOOR

0' - 0"

TOP PLATE

9' - 6"

PROPOSED EXISTING

(V.I.F.)

0' - 0"

FINISH FLOOR

0' - 0"

TOP PLATE

9' - 6"

(V.I.F.)

0' - 0"

FINISH FLOOR

0' - 0"

TOP PLATE

9' - 6"

(V.I.F.)

14 2728 0' - 0"

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 E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

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IN

E

E R

IN

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S Y

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S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

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3/

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:2 9:

P

M B

IM

N A

V F

A C

_P -3

P er im et er

S ec ur ity

Im pr ov em en ts

_0

2/

_W _0

2_ P

7C ut le r_ V

C _A

R C

H _R

.rv t

A-201

P -3

P

E R

IM

E

T E

R S

E C

U R

IT

Y

V

IS

IT

O

R C

O N

T R

O L

C E

N

TE

R

E X

T E

R

IO

R E

LE

V

A T

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N

S

WTGFM JM

02/08/2023

Approved by Jeffrey Hoyt, PWD ME, via Email

IM

P

R O

V E

M E

N

TS

CRH/LAF

1614700

N40085-19-D-9008 T008

C U

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R , M

A

IN

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EJA

CGM

DSN

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ID

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O R

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A -2 sf ea g in s

SCALE: 1/8" = 1'-0"

B1

BLDG ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"

C1

BLDG ELEVATION - NORTH

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

SCALE: 1/8" = 1'-0"

C3

BLDG ELEVATION - EAST

SCALE: 1/8" = 1'-0"

B3

BLDG ELEVATION - WEST

1 ELECTRICAL AUTOMATIC TRANSFER SWITCH, REFER TO ELECTRICAL

DRAWINGS

2 HOLLOW METAL DOOR AND FRAME AS SCHEDULED

3 ALUMINUM WINDOW UNIT WITH INSULATING GLAZING TO MATCH

EXISTING

4 VINYL SHAKE SIDING CORNER TRIM TO MATCH EXISTING VISITOR

CONTROL CENTER

5 EXISTING STANDING SEAM METAL ROOF TO REMAIN

6 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

7 METAL TRIM

8 EXISTING WINDOW TO REMAIN

9 APPROXIMATE GRADE, REFER TO CIVIL DRAWINGS

10 STANDING SEAM METAL ROOF TO MATCH EXISTING

11 FLUE, REFER TO MECHANICAL DRAWINGS

12 AIR HANDLING UNIT ON CONCRETE HOUSEKEEPING PAD, REFER TO

MECHANICAL DRAWINGS

13 EXISTING DOOR, DOOR FRAME AND GLAZING SYSTEM TO REMAIN

14 EXISTING VINYL SHAKE SIDING TO REMAIN

15 EXISTING VINYL SHAKE SIDING

16 LIGHTNING PROTECTION- REFER TO ELECTRICAL DRAWINGS

17 RADON STACK, REFER TO PLUMBING DRAWINGS

18 GRAVITY VENT, REFER TO MECHANICAL DRAWINGS

19 EXISTING SOFFIT AND FASCIA BOARD TO REMAIN

20 FASCIA - PRE-FINISHED ALUMINUM WRAPPED 1/2" EXTERIOR PLYWOOD

SHEATHING

21 DOOR AS SCHEDULED

22 EXHAUST FAN, REFER TO MECHANICAL DRAWINGS

23 VINYL SHAKE SIDING

24 LOUVER, REFER TO MECHANICAL DRAWINGS. PROVIDE BLOCKING

AND/OR FRAMING IN WALL AS REQUIRED

25 VINYL SHAKE SIDING TO MATCH EXISTING VISITOR CONTROL CENTER

26 CONCRETE FOUNDATION WALL, REFER TO STRUCTURAL DRAWINGS

27 EXISTING CONCRETE FOUNDATION WALL

28 15"X15" CONCRETE PEDESTAL TO 0'-8" AFF, REFER TO STRUCTURAL

DRAWINGS

29 EXISTING SIGN TO REMAIN

30 VENT THROUGH ROOF, REFER TO PLUMBING DRAWINGS

4' 8' 16'0' 1/8" =1'-0"

1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION

REQUIRED BY THESE DOCUMENTS, REPAIR THE DAMAGED ITEM(S) WITH

MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.

PROVIDE PROTECT FOR ITEM TO REMAIN.

2 FIELD VERIFY EXISTING DIMENSIONS PRIOR TO ORDERING MATERIALS OR

BEGINNING DEMOLITION.

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TOP OF MASONRY

10' - 8"

TRUSS BEARING

20' - 8"

B D E

4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1'-0"

PJ PJ

25 36

A

38373739

C

TYP

TYP

TYP

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

TRUSS BEARING

20' - 8"

245 1

PJ PJ PJ PJ PJ PJ PJ PJ

A-202

A3

PJ PJ PJ

TYP

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

TRUSS BEARING

20' - 8"

BDE

6 4" / 1'-0" 4" / 1'-0" 4" / 1'-0" 4" / 1'-0"

4" / 1'-0"

13 14

22 22

A

C

TYP

TYP

FINISH FLOOR

0' - 0"

TOP OF MASONRY

10' - 8"

TRUSS BEARING

20' - 8"

2 4 51 3 1

PJ PJ PJ PJ

PJ

TYP

A. REFER TO SHEET A-202 FOR EXTERIOR MATERIALS LEGEND.

B. REFER TO SHEET A-602 FOR TYPICAL STOREFRONT ELEVATIONS AND

DETAILS.

C. REFER TO SHEET A-602 FOR DOOR SCHEDULE AND DETAILS.

D. REFER TO SHEET A-603 FOR WINDOW SCHEDULE AND DETAILS.

E. PROVIDE FLASHING & COUNTER-FLASHING AT ALL EXTERIOR OPENINGS.

F. PROVIDE A MASONRY CONTROL JOINT (CJ) AT EACH PRECAST PANEL

JOINT (PJ) U.N.O. MASONRY CONTROL JOINTS ARE NOT REQUIRED AT

CANOPY COLUMN BASES.

3' -0

ELEVATION SECTION

SATISFACTORY TO DATE

A…