N4008507R0121Dwgs.pdf

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2 3 4

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OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

N355,000

N354,000

N353,000

N352,000

S1989

S1990

S19

BREWS

TER

S2637

S2699

SETH

WI LLIAMS

BLVD.

-10

-13

C E C

IL

S

TR

E E T

H O W A R D

S

TR

E E T

MARY'S

ST.

DRIVE

2400-0 2 2404

2411-09-07

-03

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2413-12-10 -08

2514-16

-03

-17

-05

-18

-07

-19

-09

-20

-11

-13 2515

-02 -04 -06-08-10 2512

C H

AR

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Sub. Sta.

UNUM 760

PLAYAREA

S

TR

EE

T19

S9

S

NEW RIVER

X

X

X

X

X

X

X

X

H106 3

AS303

SAS

15A

AREA

BEACH

STOCKADE

ENGINEERTOWN

COMBAT

AREA

ENGINEER

BASE

AMPHIBIANRANGE

RIFLE

RNG N1

RANGE

ANTI-TANK

SB72

OUTPOST

TRIANGLE

AREA

POINT

HADNOT

AREA

MAGAZINE

AREA

CREEK

FRENCH

AREA

INDUSTRIAL

AREA

BILLETING

DIVISION

AREA

STORAGE

RAG K2

AREA

POINT

RHODES

AREA

COURSE

RACE

ST7

OPEN

AREA

POINT

PARADISE

HOSPITAL

NAVAL

US

PARK

MIDWAY

VILLAGE

WATKINS

MANOR

BERKELEY

QUARTERS

OFFICER

I

TERRACE

II

JACKSONVILLE

TARAWA

Tr. PARK

KNOX

POINT

MONTFORD

AIR STATION

MARINE CORPS

AREA-B

GEIGER

AREA-B

GEIGER

6000 0 6000 12000

SCALE OF FEET

CEM.

CEM.

FIRE TOWER

FIRE TOWER

ST21

BA300

BA301

SBA137

ST20

TOWER

FIRE

TOWER

RADIO

RNGF3

FIRE TOWER

R N

G F

R N

G F

RN

G

F

O C

E A

N

A T

L A

N T

I

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CHERRY POINT

OAK GROVE

CAMP LEJUENE

REVI

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C am p Lejuene

Camp Lejuene - Cherry Point Railroad

Mile Hammock Bay

INTERCOASTAL

WATERWAY

Bay Traps C r.

Hilo ve r

Cr.

G illets

Cr.

BAY

m an

Free

Cr.

Cr.

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Everett C r.

Snead's Cr. Bay

C ou rth ou se

Pt.

Jarrelts

Pt.

Ferry

Pollocks Pt.

Hings Pt.

Store Bay

W

OL

S N

O

Bay Chadwick

Cr. BROWNS INLET

BEAR INLET

Island Saunders

Creek

Bear

Swam p

Bell

CreekFrenchs

Cr.

adheCow

RunJumping

Duck

Pt.

Hadros

Pt.

Rhodes

R E

V I

R

Cr.

Pt.

Holmes

WSo ut hw es t

Run Mill

C r.

M ill

Millstone

Cr.

M uddy

Cr.

isLew

Cr.

Town trshuWhite

Creek

Wallace

Cr.

Pt.

Paradise

Northeast

Pt.

Mumford

E

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Bay WilsonCr.

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CREEK

DUCK

OCEAN DR.RD.

BEACH

ROAD

INES

FERRY

SNEADS

R

T.

U.

S.

R D

RAN

GE

R T.

RT.

N.C.

R O

AD

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N.C. RT. 172

RD.

RE

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RD.

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SNEADS

RD.

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BLVD.

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SWF1

SWF3

SVL185

SWF2

SWF5

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV'T.

G.P.H.

G.P.M.

GR.

G.W.B.

GYP.BD.

GYP.

H.

H.B.

H.C.

H.D.

HDW.

HGT.

H.L.D.

H.M.

HORIZ.

H.P.

HR.

HT.

HTG.

HTR.

H.& V.

HYD.

I.D.

I.E.

I.F.

IN.

INCAND.

INSUL.

INT.

N.A.

N.I.C.

NO.

NOM.

N.T.S.

O.A.

O.A.(HVAC)

O.C.

O.D.

O.F.

O.H.

O.H.D.

OL.

OPER.

OPNG.

OPP.

O.S.D.

P.

PART.

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PER.

PERS.

P.F.

P.G.B.

PL.

PLAS.

PLBG.

PLYW'D.

P.M.

PNL.

PNT.

PRESS.

PROP.

P.S.F.

P.S.I.

P.S.I.G.

PT.

PTD.

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

OVERALL

OUTSIDE AIR

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OVERHEAD

OVERHEAD DOOR

OVERLOAD

OPERATOR

OPENING

OPPOSITE

OPEN SIGHT DRAIN

PAPER

PARTITION

PAINTED CONC. BLOCK

PERIMETER

PERSONNEL

PARTICLE FILLED

PAINTED GYP. BOARD

PLATE

PLASTER

PLUMBING

PLYWOOD

PRESSED METAL

PANEL

PAINT

PRESSURE

PROPERTY

POUNDS/SQ.FT.

POUNDS/SQ.IN.

POUNDS/SQ.IN.GAUGE

POINT

PAINTED

LEGEND

SYMBOL WHERE SECTION IS TAKEN

TITLE WHERE SECTION IS SHOWN

SECTION OR DETAIL

IDENTIFICATION NUMBER

PLATE NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

PLATE NUMBER ON WHICH

SECTION OR DETAIL

CONDITION IS TAKEN

SECTION/DETAIL

IEW

ECTION

VIEW

SECTION

A8A4

A8A4

A8A4

MATERIAL

A T L A N T I C

AREA NAMEGRID

LOC.

STANDARD ABBREVATIONS

A.C.

A.B.

A.D.

A.F.F.

A.H.U.

ALT.

ALUM.

AL.& GL.

AMP.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

A & G

BAL.

BD.

BLDG.

BLK.

BM.

B.M.

BOT.

BRG.

BRK.

B.S.

B.T.U.H.

B.W.

CAB.

CAP.

C.B.

C.BK.

C.D.

CEM.

C.F.M.

C.H.

C.I.

CIRU.

C.J.

CK'D

CKT.

CLG.

CLO.

CLR.

CLSR.

CMU

C.O.

COL.

CONC.

COND.

CONN.

CONSTR.

CONT.

CONTR.JT.

AIR CONDITIONING

ANCHOR BOLT

AREA DRAIN

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ALUMINUM & GLASS

AMPERES

ACCESS OPENING

APPROXIMATE

ARCHITECTURAL

ASPHALT TILE

ACOUSTICAL TILE CEILING

ASPHALT & GRAVEL

BALANCE

BOARD

BUILDING

BLOCK

BEAM

BENCH MARK

BOTTOM

BEARING

BRICK

BOTH SIDES

BRITISH THERMAL UNIT/HR

BOTH WAYS

CABINET

CAPACITY

CIRCUIT BREAKER

CONCRETE BLOCK

CEILING DIFFUSER

CEMENT

CUBIC FEET/MINUTE

CEILING HEIGHT

CAST IRON

CIRULATING

CONTROL JOINT

CHECKED

CIRCUIT

CEILING

CLOSET

CLEAR

CLOSER

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

CPT.

CRSE.

CT.

CTB.

C TO C

C

D.A.

DEP.

DEPT.

DET.

DIAM.

DIFF.

DIM.

DISC.

D.J.

D.L.

DN.

DR.

D.S.

DWG.(S)

EA.

E.B.

E.C.

E.F.

E.F.(HVAC)

ELEC.

ELEV.

ENG.

ENT.

EQ.

EQUIP.

E.W.C.

EXH.

EXIST.

EXP.JT.

EXP.

EXT.

F.A.

F.B.

F.C.

F.D.

FDN.

F.E.C.

FIN.

FL.

FLOUR.

FT.

FTG.

F.W.

F/C F/F F/M

CARPET

COURSE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

CENTER LINE

DOUBLE ACTING

DEPRESSION

DEPARTMENT

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOCK LEVELER

DOWN

DOOR

DOWN SPOUT

DRAWING(S)

EACH

EXPANSION BOLT

EMPTY CONDUIT

EACH FACE

EXHAUST FAN

ELECTRICAL

ELEVATION

ENGINEER

ENTRANCE

EQUAL

EQUIPMENT

ELEC. WATER COOLER

EXHAUST

EXISTING

EXPANSION JOINT

EXPOSED

EXTERIOR

FIRE ALARM

FACE BRICK

FLEXIBLE CONNECTION

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUSHER CABINET

FINISH

FLOOR

FLOURESCENT

FOOT - FEET

FOOTING

FIELD WELD

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

GAGE, GAUGE

GALLON

GALVANIZED

GOV'T. FURNISHED EQUIP.

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

GYPSUM BOARD

GYPSUM

HIGH

HOSE BIBB

HOLLOW CORE

HEAVY DUTY

HARDWARE

HEIGHT

HIGH LIFT DOOR

HOLLOW METAL

HORIZONTAL

HIGH POINT

HOUR

HEIGHT

HEATING

HEATER

HEATING & VENTILATION

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INSIDE FACE

INCH, INCHES

INCANDESCENT

INSULATION

INTERIOR

J.B.

JCT.

JT.

K.

KPL.

KVA.

KW.

LAM.

LAV.

LB.

LBL.

LG.

L.P.

L.P.(ELEC)

LTG.

LTL

LVR.

M.

MAINT.

MAS.

MAT.

MAX.

M.D.P.

MECH.

M.G.T.

M.H.

MIN.

MISC.

M.O.

MT.

MTD.

MTG.

MTL.

M.V.

MVBL.

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

ROOF DRAIN

RECESSED

RECIRCULATING

RECEPTABLE

REFERENCE

REGISTER

REINFORCING

REQUIRED

RETURN

REVISION

RIGID FRAME

RETURN GRILLE

RAIN LEADER

ROOM

REVOLUTION/MINUTE

SUPPLY

SUPPLY AIR

SOLID CORE

SCHEDULE

STANDARD DUTY

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATION

SPRINKLER

SQUARE FOOT

SQUARE INCH

STANDARD

STEEL

STORAGE

JUNCTION BOX

JUNCTION

JOINT

KIP(S)

KICK PLATE

KILOVOLT

KILOWATT

LAMINATE

LAVATORY

POUND

LABEL

LONG

LOW POINT

LIGHTING PANEL

LIGHTING

LINTEL

LOUVER

MARBLE

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

MAIN DISTRIBUTION PNL.

MECHANICAL

MATT GLAZE TILE

MAN HOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

METAL

MECH. VENTILATION

MOVEABLE

STR.

STRUC.

SUSP.

SW.

T

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

V.

V.A.T.

V.B.

V.C.T.

VENT.

VERT.

VTR

W W/ W.B.

W.C.

WD.

W.D.

WF

W.G.

W.M.

WP.

WSCT.

WTR.

W.W.F.

QTR.

QUAN.

R R.A.

RAD.

RD.

R.D.

REC'D

RECIRC

RECP.

REF.

REG.

REINF.

REQ'D

RET.

REV.

R.F.

R.G.

R.L.

RM.

R.P.M.

S.

S.A.

S.C.

SCH.

S.D.

SECT.

SERV.

SHT.

S.J.

SPEC.

SPR.

SQ.FT.

SQ.IN.

STD.

STL.

STOR.

STRUCTURE

STRUCTURAL

SUSPENDED

SWITCH

TREAD

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TOILET

TYPICAL

VENT

VINYL ASBESTOS TILE

VINYL BASE

VINYL COMPOSITION TILE

VENTILATION

VERTICAL

VENT THRU ROOF

WATT

WITH

WOOD BASE

WATER CLOSET

WOOD

WINDOW DIMENSION

WIDE FLANGE

WIRE GLASS

WIRE MESH

WEATHERPROOF

WAINSCOT

WATER

WELED WIRE FABRIC

MAR

L

O C E A N

SHEET TITLESHEET # FILE #

R

Q

P

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B

A

16151413121110987654321

201010

RIVER

NEW RIVER

NEUSE

US 70

US 70

US 117

US 421

US

US 74 & 76

US 17

Z

LT

BLUEBIRD

Z

LT

ALBATROSS

Z

LT

GOOSE

Z

LT

FALCON

Z

LT

GANDER

Z

LT

CANARY

Z

LT

Z

LT

CROW

Z

LT

HAWK

Z

LT

DODO

Z

LT

OWL

Z

LTLARK

ROBIN

Z

LT

SPARROW

Z

LT

JAYBIRD

Z

LT

PEN

Z

LT

CARDINAL

Z

LT

EAGLE

Z

LT

BRICK

C.M.U. (PLAN)

CONCRETE

EARTH

INSUL (RIGID)

INSUL (BATT)

WOOD (BLOCKING)

WOOD (FINISH)

LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.

VICINITY MAP - CAMP LEJEUNE, N.C.

INDEX OF DRAWINGS

GRAPHIC SCALE IN MILES

Otway

Beaufort Morehead City

Goldsboro

Seven

Mt. Olive

Springs

Kinston Dover

Trenton

ComfortPink Hill

Tuscarora New Bern

Pollacksville

Maysville

Havelock

Warsaw

Magnolia

Rosehill

Beulaville

Richlands

Jacksonville

Wallace

Burgaw

Words Corner

Verona

Dixon

Folkstone

Holly Ridge

Hampstead

Scott Hill

Wilmington Leland

Acme Delco

Bolton

Swansboro

LOCATION MAP

AIR STATION

AMPHIBIAN BASE

ANTI-TANK RANGE

BEACH

BERKELEY MANOR

COMBAT TOWN

ENGINEER AREA

ENGINEER STOCKADE

FRENCH CREEK

GEIGER "A"

GEIGER "B"

HADNOT POINT AREA

KNOX TRAILER PARK

MAGAZINE AREA

MIDWAY PARK

MONTFORD POINT

OPEN STORAGE AREA

PARADISE POINT AREA

RACE COURSE AREA

RHODES POINT AREA

RIFLE RANGE

TARAWA TERRACE I & II

TRIANGLE OUTPOST

WATKINS VILLAGE

US NAVAL HOSPITAL

C3

M6

K13

N11

C7

K10

M7

K11

H8

A2

B1

G7

B5

H9

B8

B4

E8

D6

E2

J5

M3

A6

G13

D7

B7

DOVE

60000094

60000095

60000096

60000097

60000098

60000099

60000100

60000101

60000102

60000103

60000104

60000105

T-1

A-1

A-2

A-3

A-4

A-5

P-1

M-1

E-1

E-2

E-3

E-4

TITLE SHEET

DEMO PLAN

RENOVATION PLAN

ROOF PLAN

ELEVATIONS

SECTIONS/DETAILS

PLUMBING

MECHANICAL

ELECTRICAL DEMOLITION

ELECTRICAL

SCHEDULES

SITE PLAN

T-1

TITLE SHEET

SITE

60000094

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END,

W

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A

2 3 4

B

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OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

1,048.67 sq ft

7 6

5 7

7 7

4 7

15 15

1313 13

DEMOLITION KEYNOTES:

DEMO FLOOR PLAN

A21/4" = 1'-0" 05 10

A2

WH

REMOVE RAISED ROOF STRUCTURE

REMOVE ROOF, DECK, AND ROOF FRAMING, HIP ONTO CROSS

ROOF AND CEILING COMPLETE FROM SHADED AREA - AFTER

REPLACEMENT TRUSSES, DECK AND ROOFING ARE ON SITE.

REMOVE WOOD GABLE VENTS FOR REPLACEMENT WITH

NEW METAL GABLE VENTS

REMOVE WINDOW SECURITY BARS, CLEAN, RE-PAINT AND

STORE FOR RE-INSTALLATION.

REMOVE WINDOW SECURITY SCREENS, CLEAN, REPAINT,

AND STORE FOR RE-INSTALLATION.

REMOVE AND DISPOSE OF WINDOW SECURITY BARS OR

SCREENS WHERE THEY HAVE BEEN MODIFIED FOR

WINDOW AC UNITS.

REMOVE 26 EXTERIOR AND ONE INTERIOR WOOD WINDOWS

COMPLETE MASONRY TO MASONRY INCLUDING WOOD

SUBFRAME. INT/EXT WINDOW AND DOOR CAULK HAS ASBESTOS

REMOVE EXTERIOR DOOR(S) AND FRAMES. INTERIOR AND

EXTERIOR WINDOW AND DOOR CAULK HAS ASBESTOS

REMOVE EXISTING WINDOW AC UNITS AND TURN OVER TO

CONTRACTING OFFICER.

REMOVE ALL INTERIOR WALL FINISHES AND TRIM INCLUDING

EXISTING PANELING AND MASONITE ON ALL INTERIOR

PARTITIONS AND ALL WOOD BASE MOLDING TRIM AND CASINGS

REMOVE ALL EXISTING MASONITE OR SHEETROCK CEILINGS

AND ATTIC INSULATION

REMOVE ALL INTERIOR DOORS AND FRAMES

REMOVE ALL ASBESTOS FLOOR TILE AND MASTIC IN HATCHED

AREA.

REMOVE ALL STEAM HEATERS, FITTINGS AND PIPING.

CAP STEAM LINE IN STEAM PIT AND ABANDON IN PLACE.

REMOVE STEAM PIPING FROM STEAM PIT TO BUILDING

REMOVE PLANTER COMPLETE WITH SOIL AND PLANTS.

MATCH SURROUNDING GRADE. SLOPE AWAY FROM BUILDING

1/2" PER FOOT FOR POSITIVE DRAINAGE.

DEMO HATCHED PORTION OF EXISTING PARTITION

DEMO CONCRETE AND TRENCH FLOOR FOR NEW PLUMBING

DEMO EXISTING PLUMBING FIXTURES AND WATER HEATER

DEMO WALL BELOW WINDOW FOR NEW DOOR & FRAME

A-1

DEMO PLAN

60000095

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END,

W

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A

2 3 4

B

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OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

5' -0

5'-0"

15'-0"

5' -0

7' -0

4"

2" 3'-0" 2"

6' -4

4"

2" 2'-0" 3'-0" 2"

6' -8

2"

2" 3'-0" 2"

6' -6

2"

2" 2'-8" 2"

6' -4

4"

2" 2'-5" 2"

NEW WORK KEYNOTES:

7 6

7 4

7 7 7

7 7

7 7

1515 15 15

3 GLASS BLOCK

A21/4" = 1'-0"

A2

NEW WORK FLOOR PLAN

STUCCO PATCH

WH

3'-0" x 6'-8" x 1 3/4"

PR 2'x6-6+3'x6-6 PR 2'x6-6+3'x6-6

A

F5 2'-5" x 6'-4" x 1 3/4" 3'-0" x 7'-0" x 1 3/4" 3'-0" x 7'-0" x 1 3/4"

3'-0" x 7'-0" x 1 3/4"

3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4" 3'-0" x 6'-8" x 1 3/4"

HW-5

F1

HW-2

HW-4D

A H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

0 10

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

H.M.

A A A A A A A A

B B

F2 F2

E

HW-2

HW-3

HW-4

F4 F5E F5E F1

F1 F1 F1 F1 F1

H.M.

WELDED FRAME

F1

F-2

F1

F1

PROVIDE NEW ROOF INCLUDING NEW ENGINEERED WOOD

TRUSSES, OSB DECKING, FELT, SHINGLES AND TRIM ON

SHADED AREA OF ROOF PLAN AND HIP ONTO TRANSVERSE

EXIST. ROOF. DO NOT DEMOLISH EXIST. ROOF UNTIL MATERIALS

FOR NEW ROOF ARE ON SITE. (MINIMIZE WEATHER EXPOSURE).

PROVIDE NEW METAL GABLE END ATTIC VENTS TO REPLACE

REMOVED WOOD VENTS. COVER ALL WOOD ON GABLE ENDS

WITH VINYL SIDING AND BREAKMETAL.

PROVIDE NEW WOOD FRAMING AND BOXING AT RAKES AND EAVES

AND PROVIDE PERFORATED VINYL SOFFIT AND BREAKMETAL

FASCIA COVER. METAL COVER ALL EXPOSED WOOD.

CLEAN, RE-PAINT AND RE-INSTALL EXISTING WINDOW SECURITY

BARS AFTER WINDOW REPLACEMENT.

CLEAN, RE-PAINT AND RE-INSTALL EXISTING WINDOW SECURITY

SCREENS AFTER WINDOW REPLACEMENT.

PROVIDE REPLACEMENT WINDOW SECURITY BARS OR SCREENS

TO MATCH EXISTING WHERE THE EXISTING HAD BEEN MODIFIED

FOR WINDOW AC UNITS, NOW REMOVED. (PAINT)

REPLACE 24 EXTERIOR WINDOWS WITH NEW VINYL SINGLE-HUNG,

WINDOWS COMPLETE WITH NEW TREATED WOOD 2X8 SUBFRAME

ATTACHED TO EXISTING MASONRY WITH EXPANSION ANCHORS AND

CONSTRUCTION ADHESIVE. PROVIDE SEALANT AT JOINTS BETWEEN

WINDOW AND SUBFRAME AND SUBFRAME AND MASONRY. PAINT

WOOD SUBFRAME INSIDE WITH PRIMER AND TWO COATS. COVER

EXTERIOR WOOD WITH BREAKMETAL.

CLOSE EXISTING WINDOW OPENING WITH 8x8x4" GLASS BLOCK

& STUCCO TO MATCH SURROUNDING.

PROVIDE NEW EXTERIOR DOOR(S) AND FRAMES IN EXISTING

OPENINGS. AT DOUBLE DOORS PROVIDE ONE 3' WIDE ACTIVE LEAF

AND AN INACTIVE LEAF SIZED TO FILL THE AVAILABLE OPENING.

NOTE THE THREE SINGLE DOORS ARE OF 2 DIFFERENT SIZES.

(CAULK AND PAINT). EXTERIOR DOOR FRAMES TO BE WELDED,

INTERIOR FRAMES TO BE KNOCK DOWN.

PROVIDE ALL NEW INTERIOR 5/8" GYPSUM BOARD WALL FINISHES

AND TRIM INCLUDING NEW 4" RUBBER BASE AND WOOD CROWN

MOLDING.

RE-SECURE EXISTING CEILING FURRING TO BOTTOM OF JOISTS OR

PROVIDE NEW FURRING ON THE BOTTOM OF NEW TRUSSES AND

PROVIDE ALL NEW 5/8" GYPSUM BOARD CEILINGS. WITH BLOWN-IN

R=30 ATTIC INSULATION ABOVE 6 MIL POLY VAPOR BARRIER

PROVIDE ALL NEW INTERIOR H.M. DOORS AND NEW H.M. FRAMES.

PAINT FINISH DOORS AND FRAMES. CAULK FRAMES TO WALLS.

PROVIDE NEW VINYL COMPOSITION FLOOR TILE IN ROOMS WHERE

FLOOR TILE WAS REMOVED IN THIS PROJECT.

PATCH TO MATCH SURROUNDING MATERIALS AND FINISH WHERE

STEAM HEATERS, FITTINGS AND PIPING HAVE BEEN REMOVED.

PATCH STUCCO & BRICK WHERE REPAIRS ARE NECESSARY

INCLUDING AT NEW DOOR OPENINGS AND BEHIND REMOVED

PLANTER TO MATCH SURROUNDING MATERIAL AND FINISH.

PAINT ENTIRE BUILDING INSIDE AND OUT.

PATCH FLOOR WITH CONCRETE OVER NEW PLUMBING, FINISH WITH

VINYL COMPOSITION TILE AND 6" RUBBER COVE BASE IN TOILETS.

PROVIDE IN EACH TOILET: 2- GRAB BARS (36" & 42"), 1-TOILET PAPER

DISPENSER, 1-PAPER TOWEL DISPENSER, & 1-18" x 36" MIRROR

PROVIDE NEW 4" THICK, 3000 PSI CONC. DOOR/AC PAD - SLOPE 1/4"

PER FOOT AWAY FROM BUILDING.

FLUSH

H.M.

3 GLASS BLOCK

NOTES ON DOOR AND FRAME SCHEDULE

HW-1

A

UNDERCUT 3/4"

F-1

FLUSH PANEL H.M.

KNOCK DOWN FRAME

UNDERCUT

3/4"

D

DEMO EXISTING

WINDOW

LEAVE BRICK ON

SIDES OF WINDOW

ALL

INTERIOR

DOORS

DEMO ROLLOCK

BRICK

2"

2" 2"

B

2'-0" H.M.

INACTIVE

LEAF

3'-0" H.M.

ACTIVE

LEAF

C

NEW

H.M.

DOOR

EXTEND BRICK TO

GROUND LEVEL

NEW DOOR

NEW H.M WELDED FRAME

F-3A

NEW BRICK

NEW CUSTOM H.M.

DOOR AND WELDED FRAME

NEW LINTEL

3 1/2 x 3 1/2" x 1/4 x 4-0

F-4

NEW

H.M.

DOOR

H.M. DOOR AND

WELDED FRAME

F-3(DEMO)

E

NEW

H.M.

DOOR

F-5

PANEL H.M.

WELDED FRAME

2- 3 1/2"X3 1/2"X 1/4" X 4'-0" STEEL ANGLES

2" 2" 2"

DOOR SCHEDULE

HEAD HTELEV NOTESGLASSMAT

FRAMEDOOR

TYPE MATMARK

HW-1

LINTEL

2" 2" 2" 2"

DOOR SIZE

2" 4" 4"

DOORS MARKED ON NEW WORK PLAN

4" 4"

HW-1

4"

HW-1

C

HDW

SET

HW-1

HW-1

HW-1

HW-1

HW-1

HW-1

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

UNDERCUT 3/4"

EXIT ONLY

1. G.C. TO VERIFY ALL DOOR AND FRAME

DIMENSIONS BEFORE WORK STARTS

RENOVATION PLAN

A-2

60000096

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END,

W

EST END,

A

2 3 4

B

C

D

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OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

123'-2"

43'-7" 30'-0" 49'-7"

'-0

'-2

'-2

4:

4:

4:

4:

4:12 4:12

1 1

R

ID

G E

VALL

EYVALLEY

RIDGERIDGE

A3 A3

ROOF PLAN

1/4" = 1'-0"

1 NEW WORK KEYNOTES:

PROVIDE NEW ROOF INCLUDING NEW ENGINEERED WOOD

TRUSSES, OSB DECKING, FELT, SHINGLES AND TRIM ON

SHADED AREA OF ROOF PLAN AND HIP ONTO TRANSVERSE

EXIST. ROOF. DO NOT DEMOLISH EXIST. ROOF UNTIL MATERIALS

FOR NEW ROOF ARE ON SITE. (MINIMIZE WEATHER EXPOSURE).

PROVIDE NEW METAL GABLE END ATTIC VENTS TO REPLACE

REMOVED WOOD VENTS. COVER ALL WOOD ON GABLE ENDS

WITH VINYL SIDING AND BREAKMETAL.

PROVIDE NEW WOOD FRAMING AND BOXING AT RAKES AND EAVES

AND PROVIDE PERFORATED VINYL SOFFIT AND BREAKMETAL

FASCIA COVER. METAL COVER ALL EXPOSED WOOD.

PROVIDE NEW FIBERGLASS ASPHALT SHINGLES ON 2 LAYERS

15# FELT ON EXISTING ROOF DECK.

A-3

ROOF PLAN

60000097

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END,

W

EST END,

A

2 3 4

B

C

D

E

OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

8' -5

/4

27'-2"

27'-0" FROM OUTSIDE FACES OF TILE

1FRONT (NORTHWEST) ELEVATION

1/4" = 1'-0" A4 05 10

A2

3 3 3 3

4 4 76

4 4

6 5 5 567

3 2

10 11

7 7 55 6

11 11

13 13 13

15 15

16 17

67 7

413 555

13 13 13

1 14

RIGHT SIDE (SW) ELEVATION

A41/4" = 1'-0"

05 10 A2

LEFT SIDE (NE) ELEVATION 4

A41/4" = 1'-0"

05 10 A2

3 3 3

5 5 5 5 5

7 5 5 4 13 5 57

4 4 4

4 4

1313 13

13 13

15 15

REAR (SOUTHEAST) ELEVATION 2

A41/4" = 1'-0"

05 10 A2

A4

DEMOLITION KEYNOTES:

REMOVE RAISED ROOF STRUCTURE

REMOVE ROOF, DECK, AND ROOF FRAMING, HIP ONTO CROSS

ROOF. AFTER REPLACEMENT TRUSSES, DECK AND ROOFING

ARE ON SITE.

REMOVE WOOD GABLE VENTS FOR REPLACEMENT WITH

NEW METAL GABLE VENTS

REMOVE WINDOW SECURITY BARS, CLEAN, RE-PAINT AND

STORE FOR RE-INSTALLATION.

REMOVE WINDOW SECURITY SCREENS, CLEAN, REPAINT,

AND STORE FOR RE-INSTALLATION.

REMOVE AND DISPOSE OF WINDOW SECURITY BARS OR

SCREENS WHERE THEY HAVE BEEN MODIFIED FOR

WINDOW AC UNITS.

REMOVE 26 EXTERIOR AND ONE INTERIOR WOOD WINDOWS

COMPLETE MASONRY TO MASONRY INCLUDING WOOD

SUBFRAME. INT/EXT WINDOW AND DOOR CAULK HAS ASBESTOS

REMOVE EXTERIOR DOOR(S) AND FRAMES. INTERIOR AND

EXTERIOR WINDOW AND DOOR CAULK HAS ASBESTOS

REMOVE EXISTING WINDOW AC UNITS AND TURN OVER TO

CONTRACTING OFFICER.

REMOVE ALL STEAM HEATERS, FITTINGS AND PIPING.

CAP STEAM LINE IN STEAM PIT AND ABANDON IN PLACE.

REMOVE STEAM PIPING FROM STEAM PIT TO BUILDING

REMOVE PLANTER COMPLETE WITH SOIL AND PLANTS.

MATCH SURROUNDING GRADE. SLOPE AWAY FROM BUILDING

1/2" PER FOOT FOR POSITIVE DRAINAGE.

A4

NEW WORK KEYNOTES:

BUILDING SECTION @ NEW ROOF

1/4" = 1'-0"

NEW R=30 FIBERGLASS INSUL.

INSULATION BAFFLE

NEW BREAKMETAL COVER

ON NEW FASCIA

VINYL SOFFIT

NEW VINYL WINDOW

EXISTING BRICK ROWLOCK

EXISTING STUCCO WALL

FINISH C

O N

TR

. V

E R

IF

Y

NEW GYP. BD. CEILING (PAINT)

NEW ASPHALT FIBERGLASS

SHINGLE ROOF ON 2 LAYERS

15# FELT ON 19/32" OSB ON

NEW WOOD TRUSSES @ 24"

A4 05 10

A4

PROVIDE NEW EXTERIOR DOOR(S) AND FRAMES IN EXISTING OPENINGS

(CONTRACTOR TO FIELD VERIFY MEASUREMENTS) NOTE THAT DOUBLE

DOORS ARE TO HAVE AN ACTIVE LEAF 3'-0" WIDE AND AN INACTIVE LEAF

TO FILL THE REMAINING OPENING. ALSO THE THREE SINGLE EXTERIOR

DOORS ARE OF 2 DIFFERENT SIZES. ALL EXTERIOR DOORS WILL BE

CUSTOM SIZES TO FIT EXISTING OPENING AND BRICK SURROUNDS.

(CAULK FRAMES TO OPENING AND PAINT FRAMES AND DOORS). EXTERIOR

DOOR FRAMES TO BE WELDED, INTERIOR FRAMES TO BE KNOCK DOWN.

CONVERT EXISTING WINDOW OPENING TO NEW DOOR OPENING.

PROVIDE BRICK SURROUND AND PATCH STUCCO TO MATCH OTHER

DOOR OPENINGS

PATCH TO MATCH SURROUNDING MATERIALS AND FINISH WHERE

STEAM HEATERS, FITTINGS AND PIPING HAVE BEEN REMOVED.

PATCH STUCCO WHERE REPAIRS ARE NECESSARY INCLUDING

BEHIND REMOVED PLANTER TO MATCH SURROUNDING MATERIAL

AND FINISH.

PAINT ENTIRE BUILDING INSIDE AND OUT.

PROVIDE NEW VINYL SIDING ON GABLE ENDS

PROVIDE NEW FIBERGLASS ASPHALT ROOFING SHINGLES ON 2 LAYERS

15# FELT ON EXISTING ROOF DECK.

PROVIDE NEW 4" x 5'-0" WIDE CONCRETE PAD AT NEW DOORS AND/OR

NEW HVAC OUTDOOR UNITS.

NEW HVAC OUTDOOR UNITS

6 7

PROVIDE NEW ROOF INCLUDING NEW ENGINEERED WOOD

TRUSSES, OSB DECKING, FELT, SHINGLES AND TRIM , HIP ONTO

TRANSVERSE EXIST. ROOF. DO NOT DEMOLISH EXIST. ROOF UNTIL

MATERIALS FOR NEW ROOF ARE ON SITE. (MINIMIZE WEATHER

EXPOSURE).

PROVIDE NEW METAL GABLE END ATTIC VENTS TO REPLACE

REMOVED WOOD VENTS. COVER ALL WOOD ON GABLE ENDS

WITH VINYL SIDING AND BREAKMETAL.

PROVIDE NEW WOOD FRAMING AND BOXING AT RAKES AND EAVES

AND PROVIDE PERFORATED VINYL SOFFIT AND BREAKMETAL

FASCIA COVER. METAL COVER ALL EXPOSED WOOD.

CLEAN, RE-PAINT AND RE-INSTALL EXISTING WINDOW SECURITY

BARS AFTER WINDOW REPLACEMENT.

CLEAN, RE-PAINT AND RE-INSTALL EXISTING WINDOW SECURITY

SCREENS AFTER WINDOW REPLACEMENT.

PROVIDE REPLACEMENT WINDOW SECURITY BARS OR SCREENS

TO MATCH EXISTING WHERE THE EXISTING HAD BEEN MODIFIED

FOR WINDOW AC UNITS, NOW REMOVED. (PAINT)

REPLACE 23 EXTERIOR WINDOWS WITH NEW ALUM. DOUBLE-HUNG,

BLAST RESISTANT WINDOWS COMPLETE WITH NEW STEEL TUBE 3X3

SUBFRAME ATTACHED TO EXISTING MASONRY WITH EXPANSION

ANCHORS AND CONSTRUCTION ADHESIVE. PROVIDE SEALANT AT

JOINTS BETWEEN WINDOW AND SUBFRAME AND SUBFRAME AND

MASONRY. PAINT SUBFRAME INSIDE WITH PRIMER AND TWO COATS.

COVER ANY EXPOSED EXTERIOR WOOD WITH BREAKMETAL.

CLOSE EXISTING WINDOW OPENING WITH 6 GLASS BLOCK & STUCCO

TO MATCH SURROUNDING.

2' -1

0"

2' -1

1/

4"

1' -7

1'-6"

3'-6" 6" 6" 3'-0"

.5

1' -5

3' -4

1'-6"

2' -1

0"

1'-3"

1' -7

" 1'-3"

3' -4

"T.P.

DISP.

.5

GRAB BAR 36" GRAB BAR 42"

DCBA

T.P.

DISP.

MIRROR P.T. DISP.

GLASS

BLOCK

T.P.

DISP.

GRAB BAR 42" GRAB BAR 36"

T.P.

DISP.

CMU

GLASS

BLOCK

CMU

E

DA

B C

E

MIRRORP.T. DISP.

A4 A4

4 80

ENLARGED TOILET PLAN & ELEV.

3/8" = 1'-0"

ELEVATION

A-4

60000098

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END,

W

EST END,

A

2 3 4

B

C

D

E

OF:

DATE:

DATE:APPROVED: PWO OR OICC

APPROVEDDESCRIPTIONSYM. DATE

DEPARTMENT OF THE NAVY

DESIGNED BY:

CHECKED BY:

80091

CODE IDENT NO

SATISFACTORY TO:

CAMP LEJEUNE, NORTH CAROLINA

SIZE

DESIGN DIR.:

NAVFAC DRAWING NO.

SUBMITTED BY:

DRAWN BY:

NAVAL FACILITIES ENGINEERING COMMAND

F

SCALE: SHEETSPEC.

Kanoy Architecture, P.A.

CONST. CONTR. NO.

OF

MARINE CORPS BASE

REVISIONS

GRAPHIC

JSK

1995A Juniper Lake Road West End, North Carolina 27376

Fax 910-215-5885

ADB

JSK INTERIOR/EXTERIOR

REPAIRS TO BUILDING 2628

N40085-07-B-0121

JSK

05-07-0121 12 s s sARCHITECTS MASTER PLANNERSPROGRAMMERS

Phone 910-215-5885

3/4" 1 5/8" 1'-3"

REMOVE EXISTING SHINGLE ROOFING

AND FELTS COMPLETE

DEMO EXISTING WOOD FASCIA AND

TRIM (RAFTER TAILS REMAIN)

DEMO EXISTING SIDING (RAFTER TAILS

REMAIN)

A4 0 1 2

A5

EXISTING STUCCO FINISH

EXISTING 2X RAFTERS

1 1/2" = 1'-0"

EXISTING & DEMO EAVE SECTION

EXIST. 2x6/ 2x4 "T"

A4

ROOF EAVE (NEW BREAKMETAL FINISH)

2 SETS OF 3 - 8"x8"x4" TK GLASS BLOCK IN MORTAR

STUCCO TO MATCH BUILDING FINISH ON 3 - 4x8x16"

CMU BLOCK

EXISTING BRICK SURROUND

EXISTING BRICK ROWLOCK SILL

EXISTING BUILDING STUCCO FINISH (NEW PAINT)

1 2 1 1/2" = 1'-0" A5

4ENLARGED TOILET WINDOW ELEV.

EXIST. RAFTERS

NEW 5/8" DRYWALL

CEILING

NEW ALUMINUM WINDOW WITH

BLAST RESISTANT GLAZING IN

EXISTING OPENING

NEW STEEL WELDED 3x3x3/16"

TUBE FRAME WINDOW BACKER

ATTACH TO EXISTING CEILING

STRUCTURAL WOOD WITH 2-

3/8" DIA. x 6" LAG BOLTS W/

WASHERS.

NEW STEEL WELDED 3x3x3/16"

TUBE FRAME WINDOW BACKER

ATTACH TO EXISTINGCONCRETE

FLOOR WITH 2 - 3/8" DIA. x 6"

BOLTS W/ WASHERS IN

EXPANSION SHIELDS

GRIND ALL WELDS SMOOTH

PAINT FINISH STEEL TUBE FRAME

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

NEW WORK @ EXIST EAVE SECT. & ELEV.

A4 A5

NEW TR WD 2x8 WINDOW SUBFRAME

NEW INSULATION BAFFLE (TYP)

NEW R=30 BATT INSULATION

NEW ASPHALT FIBERGLASS SHINGLE ROOFING

ON 2 LAYERS 15# FELT ON EXISTING 1x6 DECK

NEW 2x3 TRIM W/

BREAKMETAL WRAP & DRIP

NEW TR WD 2X6 FASCIA W/

BREAKMETAL WRAP

NEW 2X4 SOFFIT RETURN @ 24"

NEW VINYL SOFFIT

PROVIDE NEW 2X6 FRIEZE W/

BREAKMETAL WRAP

NEW ALUM. BLAST RESISTANT

REPLACEMENT WINDOW

6x3x3/16" TOP TUBE AT NEW

TRUSS ROOF W/ 2 - 3/8" DIA.

x 6" LAG BOLTS INTO WOOD

PLATE

NEW ASPHALT FIBERGLASS SHINGLE ROOFING

ON 2 LAYERS 15# FELT ON NEW 19/32" OSB DECK

A4 0 1 2

A51 1/2" = 1'-0"

NEW TRUSS EAVE SECTION

NEW TR WD 2x8 WINDOW SUBFRAME

NEW 2x3 TRIM W/

BREAKMETAL WRAP & DRIP

NEW TR WD 2X6 FASCIA W/

BREAKMETAL WRAP

NEW 2X4 SOFFIT RETURN @ 24"

NEW VINYL SOFFIT

PROVIDE NEW 2X6 FRIEZE W/

BREAKMETAL WRAP

NEW WOOD TRUSSES AT 2'-0" O.C.

NEW H2.5 TRUSS TIE TO EXISTING PLATE

NEW INSULATION BAFFLE (TYP)

NEW R=30 BATT INSULATION

NEW ALUM. BLAST RESISTANT

REPLACEMENT WINDOW

A-5

SECTIONS/DETAILS

60000099