N4008524B0044 Dwgs.pdf

MCB Camp Lejeune and MCAS New River

BUILDING 1445

NEW RIVER

F ile

P ri n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :2

P

M

G-001

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

TITLE SHEET AND INDEX OF DRAWINGS

60041989 N40085-24-B-0044

05-24-0044 1 OF 9

23 MAY 2025

ROOF REPAIRS BUILDING 1445

MARINE CORPS BASE CAMP LEJUENE

REGIONAL MAP

VICINITY MAP

DISTRICT MAP

PROJECT LOCATION

BUILDING LOCATION GENERAL PROJECT NOTES GOVERNING REGULATIONS

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 SEP 2022, W/ CHANGE 3, 26 FEB 2024) UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2020, W/CHANGE 02, 01 JUN 2022) UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012, W/CHANGE 5, 12 JUN 2020)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2021

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE (2023)

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2021

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2016, W/CHANGE 6, 06 MAY 2021)

NFPA 101, LIFE SAFETY CODE (2024)

1. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION ACTIVITIES, PATCH

AND REPAIR DAMAGED ITEMS USING MATERIALS MATCHING EXISTING CONSTRUCTION.

REPAIRS ARE TO MATCH EXISTING MATERIAL, TEXTURE, AND COLOR TO PROVIDE

SEAMLESS TRANSITION IN APPEARANCE.

2. FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS, PRIOR TO PREPARING

SUBMITTALS, ORDERING MATERIALS AND BEGINNING WORK.

3. 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 BUILDING AND COMPOUND SECURITY REQUIREMENTS AS

DIRECTED 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. SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED

TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT OF

RELATED WORK.

ARCHITECT

MBF ARCHITECTS, P.A.

317-C POLLOCK STREET

NEW BERN, NC 28560

NO CONSULTANTS ARE ENGAGED FOR

THIS ROOF REPLACEMENT PROJECT.

DESIGN TEAM

N

N

N

N

PROJECT NO. 24-0044

BUILDING 1445

LOUIS ROAD

DOGWOOD STREET

PRIOR TO MOBILIZATION

1. PRECONSTRUCTION CONFERENCE

2. APPROVAL OF PRECONSTRUCTION SUBMITTALS

3. APPROVAL OF MATERIAL SUBMITTALS

4. APPROVAL OF CONSTRUCTION SEQUENCE PLAN

MOBILIZE

1. INSTALL TEMPORARY FACILITIES

2. DELIVER MATERIALS

3. CONFIRM NEW EQUIPMENT CURBS ARE CORRECT

4. CONTRACTING OFFICER WILL VERIFY ALL MATERIALS ARE ONSITE PRIOR

TO AUTHORIZING THE START OF WORK

5. WATER TEST EACH ROOF DRAIN AND CONFIRM PROPER FUNCTION PRIOR

TO START OF WORK. REPORT FINDINGS TO CONSTRUCTION MANAGER.

CORRECT PLUGGED DRAINS PRIOR TO THE START

IMPLEMENTATION OF WORK

1. BEGIN WORK AT THE WEST END OF THE LOW ROOF AREA - 'START HERE'

2. DEMOLISH ONLY THE AN AMOUNT OF ROOFING EACH DAY THAT CAN BE

DRIED-IN BY THE END OF THAT DAY. DRIED-IN IS CONSIDERED TO BE ROOF

DECK AIR AND MOISTURE BARRIER INSTALLED AND SEALED AT

PERIMETERS AT A MINIMUM

3. CAREFULLY PLAN WORK AT ROOFTOP EQUIPMENT TO SEQUENCE CRANE

PICKS, NEW CURB INSTALLATION AND RE-INSTALLATION OF ROOFTOP

EQUIPMENT TO MINIMIZE EQUIPMENT DOWN TIME. EQUIPMENT OPERATION

MUST BE RESTORED AND VERIFIED PRIOR TO MOVING TO THE NEXT

SECTION OF ROOFING

4. EQUIPMENT WORK SEQUENCE

A. DISCONNECT DUCTS, PIPING, ELECTRICAL, CONTROLS, ETC.

B. LIFT EQUIPMENT FROM ROOF WITH CRANE

C. REMOVE EXISTING CURB

D. SET NEW CURB

E. REINSTALL EQUIPMENT

F. RECONNECT DUCTS, PIPING, ELECTRICAL, CONTROLS, ETC.

G. START EQUIPMENT AND TEST FUNCTIONALITY

H. DOWNTIME FOR EACH PIECE OF ROOFTOP EQUIPMENT MUST NOT

EXCEED 24 HOURS

5. DO NOT MOVE TO THE NEXT SECTION OF ROOFING WITHOUT APPROVAL

FROM THE CONTRACTING OFFICER

6. ROOF DECK AIR AND MOISTURE BARRIER CANNOT BE EXPOSED BEYOND

MANUFACTURER LIMITATIONS. SEQUENCE INSULATION AND ROOFING

SYSTEM INSTALLATION TO CLOSELY FOLLOW COMPLETION OF DRIED-IN

ROOF AREAS

INSPECTION

1. WATER TEST EACH ROOF DRAIN AND CONFIRM PROPER FUNCTION

FOLLOWING THE COMPLETION OF WORK. REPORT FINDINGS TO

CONSTRUCTION MANAGER. CORRECT ANY PLUGGED DRAINS

2. COORDINATE INSPECTION SCHEDULES WITH THE CONTRACTING OFFICER

TO AVOID DELAYS

1. THE CONSTRUCTION SEQUENCE ITEMS IDENTIFIED HERE ARE NOT

INTENDED TO BE AN INCLUSIVE OF ALL WORK REQUIRED

2. COORDINATION OF CONSTRUCTION SEQUENCING AND DAILY ACTIVITIES IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR (KTR)

3. PROTECT BUILDING INTERIORS FROM DEBRIS AND INCLEMENT WEATHER

4. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION AND THE

ENTIRE BUILDING MUST REMAIN CONTINUOUSLY OPERATIONAL

5. SEQUENCE WORK TO LIMIT DOWNTIME OF ROOFTOP EQUIPMENT TO A

MAXIMUM OF 24 HOURS

PHASE 1 ROOF AREA

PHASE 2 ROOF AREA

WORK FLOW DIRECTION

START

HERE

V

V

V V

V

V

V

V

V

V

V V

VV

V

V

V

V

V

RC-A

RC-A

RC-A

RC-A

RC-C RC-C

RC-A

RC-A RC-A

RC-A RC-A

RC-A

RC-C RC-C

RC-B

RC-A

RC-A

RC-E

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-D

RC-A

PV-C

PV-B

PV-C

PV-D

PV-D PV-D

PV-D

PV-C PV-C

PV-D

PV-D

PV-D

PV-D

PV-C

PV-D

PV-C

PV-F

PV-E

PV-D

PV-C

PV-A

PV-A PV-A PV-A PV-A

PV-E

PV-F

EP

EPEP

EP

CRU-1

RIDGERIDGE

E J

E J

RH

RD

SC

RD RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

TYP

PV-C

GN

SC

GN GN GN GN

GNGN

HS

PV-C

PV-G

V

DH

PV-D

HSANT

V n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :2

P

M

GI101

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

CONSTRUCTION SEQUENCE

60041990 N40085-24-B-0044

05-24-0044 2 OF 9

23 MAY 2025

N

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

CONSTRUCTION SEQUENCE CONSTRUCTION SEQUENCE NOTES CONSTRUCTION SEQUENCE LEGEND

SCALE: 3/32" = 1'-0"

D3

ROOF PLAN - CONSTRUCTION SEQUENCE

N

DRAWING TAG

NORTH ARROW

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

SECTION TAG

BUILDING SECTION TAG

DETAIL TAG

COLUMN GRID

DEMOLITION KEYNOTE TAG

CONSTRUCTION KEYNOTE TAG

ELEVATION BENCHMARK

WALL TYPE TAG

WINDOW TAG

DOOR TAG

ROOM NAME TAG

DIMENSIONS

XX

DETAIL/SECTION/ELEVATION TITLE

SCALE: X" = 1'-0"

A

Room Name

A-101

XX

XX

XXXX

101A

0 '- 0"

ELEV

LOCATION COORDINATE

DETAIL TITLE

SCALE

PROJECT NORTH

TRUE NORTH

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

SHEET IDENTIFICATION

LOCATION COORDINATE

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATIONA-101

A-101

A-101

LOCATION COORDINATE

TYPICAL

SHEET IDENTIFICATION

TYPICAL

LOCATION COORDINATE

SHEET IDENTIFICATION

COLUMN GRID NUMBER IDENTIFICATION

COLUMN GRID LETTER IDENTIFICATION

X

KEYNOTE NUMBER

KEYNOTE NUMBER

ELEVATION DIMENSION

ELEVATION DESCRIPTION

WALL TYPE IDENTIFIER

WINDOW TYPE IDENTIFIER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

DIMENSIONED (WALL, FRAME, ETC.)

FACE OF ELEMENT BEING

DIMENSIONED (WALL, FRAME, ETC.)

CENTERLINE OF ELEMENT BEING

A-101

SYMBOL LEGEND

ACAIR CONDITIONING

AB ANCHOR BOLT

ADA AMERICANS WITH DISABILITIES ACT

ABA ARCHITECTURAL BARRIERS ACT

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ATC ACOUSTICAL TILE CEILING

AUX AUXILIARY

BD BOARD

BLDG BUILDING

BL BUILDING LINE

BRG BEARING

CFM CUBIC FEET PER MINUTE

CI CURB INLET / CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CM CENTIMETER

COL COLUMN

CONC CONCRETE

CPT CARPET

CY CUBIC YARD

DF DRINKING FOUNTAIN

DH PIPING DOGHOUSE

DIA DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DWG DRAWING

EA EACH / EXHAUST AIR

EJ EXPANSION JOINT

EJ/CJ EXPANSION JOINT & CONTROL JOINT

ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EQ EQUAL

EQUP EQUIPMENT

ERD EMERGENCY OVERFLOW ROOF DRAIN

EP EQUIPMENT POST

EW EACH WAY

EX EXHAUST

EXTG EXISTING

EXT EXTERIOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FHB FREEZE-PROOF HOSE BIBB

FT FEET

GA GAGE

GALV GALVANIZED

GPM GALLONS PER MINUTE

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HM HOLLOW METAL

HS HOT STACK

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

JT JOINT

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LVT LUXURY VINYL TILE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPG OPENING

PWD PLYWOOD

PP PITCH POCKET

PR PAIR

PS PIPE STAND

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PV ROOFTOP POWER EXHAUST FAN

QT QUARRY TILE

RB RESILIENT BASE

RC ROOFTOP EXHAUST/INTAKE CAP

RD ROOF DRAIN

REQ REQUIRED

REV REVERSE READ

READ

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SC SCUPPER

SD SMOKE DETECTOR

SECT BUILDING SECTION

SHT SHEET

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TLT TOILET

TOS TOP OF STEEL

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

V VENT THROUGH ROOF

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

W/ WITH

WD WOOD

WH WATER HEATER

ABBREVIATIONS

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :2

P

M

A-001

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

SYMBOL LEGEND AND ABBREVIATIONS

60041991 N40085-24-B-0044

05-24-0044 3 OF 9

23 MAY 2025

V

V

V V

V

V

V

V

V

V

V V

VV

V

V

V

V

V

RC-A

RC-A

RC-A

RC-A

RC-C RC-C

RC-A

RC-A RC-A

RC-A RC-A

RC-A

RC-C RC-C

RC-B

RC-A

RC-A

RC-E

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-D

RC-A

.6

:1

.6

:1

.6

:1

.8

:1

.8

:1

.8

:1

.8

:1

PV-C

PV-B

PV-C

PV-D

PV-D PV-D

PV-D

PV-C PV-C

PV-D

PV-D

PV-D

PV-D

PV-C

PV-D

PV-C

PV-F

PV-E

PV-D

PV-C

PV-A

PV-A PV-A PV-A PV-A

PV-E

PV-F

EP

EPEP

EP

CRU-1

RIDGERIDGE

E J

E J

RH

RD

SC

RD RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

RD

SC

±23'-4" ±94'-0" ±253'-10"

±371'-2"

±5 3'

-2

±6 6'

-1 0"

0' -0

1 1

2 2 2

2 2 2 2 2

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

PV-C

GN

SC

GN GN GN GN

GNGN

HS

PV-C

PV-G

V

DH

PV-D

HSANT8 9

7 7

P H

O T

O

E1

AD901

P H

O T O

E2

AD901

P H O

TO

E3

AD901

P H O

TO

D4

AD901

PHO

TO

D4

AD901

PH

O

TO

D6

AD901

P H

O T O

D1

AD901

V

PHOTO

D2

AD901

P H

O T

O

D3

AD901

P H

O

TO

B1

AD901

PHOTO

B3

AD901

PHOTO

B4

AD901

PHOTO

C5

AD901

PHOTO

C5

AD901

PHOTO

A2

AD901

PHOTO

A3

AD901

P H

O T O

A1

AD901

PHOTO

B5

AD901

PHOTO

B6

AD901

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND AND

ABBREVIATIONS LEGEND

2. DIMENSIONS ARE SHOWN FOR GENERAL INFORMATION AND

THE CONVENIENCE OF CONTRACTOR. CONFIRM

DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK.

DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT VIA A REQUEST FOR INFORMATION

3. DEMOLISH ONLY AS MUCH ROOFING AS CAN BE REPLACED

OR DRIED IN EACH DAY

4. ROOFTOP EQUIPMENT AND APPURTENANCES THAT MUST

BE TEMPORARILY REMOVED TO COMPLETE NEW ROOFING

WORK MUST PROTECTED, REINSTALLED AND RESTORED TO

FULL FUNCTIONALITY WITHIN 24 HOURS OR REMOVAL

5. REFERENCE THE HAZARDOUS MATERIALS ASSESSMENT

REPORT FOR LOCATIONS AND TYPES OF ASBESTOS

CONTAINING MATERIALS (ACM) AND LEAD

6. MANAGE CONSTRUCTION WASTE, MATERIAL RECYCLING,

AND DISPOSAL OF DEMOLITION DEBRIS/WASTE IN

ACCORDANCE WITH THE APPROVED CONSTRUCTION

WASTE MANAGEMENT PROGRAM FOR THE PROJECT

REMOVE MODIFIED BITUMEN ROOFING SYSTEM ASSEMBLY INCLUDING BUT NOT

LIMITED INSULATION, CRICKETS, CANT STRIPS, BASE FLASHINGS, ETC. DOWN TO

STEEL ROOF DECK

REMOVE SHEET METAL COPING

REMOVE ROOF HATCH. MAINTAIN EXISTING HATCH FOR WEATHER TIGHTNESS

UNTIL READY FOR REPLACEMENT

REMOVE LADDER TO FACILITATE ROOFING WORK. PROTECT LADDER FOR

REINSTALLATION

PROTECT ROOFTOP EQUIPMENT. EQUIPMENT MUST REMAIN OPERATIONAL UNTIL

REMOVED DISCONNECTION/RECONNECTION WORK RELATED TO NEW ROOFING

WORK

REMOVE ROOF EXPANSION JOINT FLASHING. MAINTAIN BUILDING WEATHER

TIGHTNESS. SEE DETAILS AND

REMOVE RETROFIT ROOF DRAIN AND PARENT ROOF DRAIN

WALL MOUNTED ANTENNA. DO NOT DISTURB

BOILER STACKS. DO NOT DISTURB

/A1 A-501 /C1 A-501

ROOFTOP APPURTENANCES AND EQUIPMENT TO REMAIN

ROOFTOP APPURTENANCES AND EQUIPMENT TO BE

REMOVED

RD

ROOF DRAIN AND INSULATION SUMP

EMERGENCY OVERFLOW SCUPPER

ROOF ACCESS LADDER

ROOF ACCESS HATCH

SLOPE DIRECTION

ROOF SYSTEM WALKPAD

ROOFTOP POWER EXHAUST FAN

ROOFTOP EXHAUST/INTAKE CAP

PIPING DOGHOUSE

HOT STACK

PLUMBING VENT THROUGH ROOF (VTR)

GOOSENECK EXHAUST/INTAKE CAP

EQUIPMENT STAND POST

WP

SC

RH

V

RC

PV

DH

GN

HS

EP

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :3

P

M

AD101

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

ROOF PLAN - EXISTING/DEMOLITION

60041992 N40085-24-B-0044

05-24-0044 4 OF 9

23 MAY 2025

N

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

SCALE: 3/32" = 1'-0"

D3

ROOF PLAN - EXISTING/DEMOLITION

GENERAL DEMOLITION NOTES DEMOLITION KEYNOTES

DEMOLITION LEGEND

ROOF PLAN LEGEND

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :4

P

M

AD901

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

PHOTOGRAPHIC DOCUMENTATION

60041993 N40085-24-B-0044

05-24-0044 5 OF 9

23 MAY 2025

SCALE: 12" = 1'-0"

E1

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

E2

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

E3

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

C5

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

D4

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

D1

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B4

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

D2

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

D6

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

D3

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B1

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B2

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B3

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

A1

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

A4

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

A2

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

A3

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B5

PHOTOGRAPHIC DOCUMENTATION

SCALE: 12" = 1'-0"

B6

PHOTOGRAPHIC DOCUMENTATION

.6

:1

.6

:1

.6

:1

.8

:1

.8

:1

.8

:1

.8

:1

11 1 1 1

11111

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP 3

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

WP

WPWP

WP

V

V

V V

V

V

V

V

V

V

V V

VV

V

V

V

V

V

RC-A

RC-A

RC-A

RC-A

RC-C RC-C

RC-A

RC-A RC-A

RC-A RC-A

RC-A

RC-C RC-C

RC-B

RC-A

RC-A

RC-E

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-A

RC-D

RC-A

PV-C

PV-B

PV-C

PV-D

PV-D PV-D

PV-D

PV-C PV-C

PV-D

PV-D

PV-D

PV-D

PV-C

PV-D

PV-C

PV-F

PV-E

PV-D

PV-C

PV-A

PV-A PV-A PV-A PV-A

PV-E

PV-F

EP

EPEP

EP

CRU-1

RIDGERIDGE

E J

E J

RH

SC SC SC SC SC SC SC SC SC SC

RD

SC SC SC SC SC SC SC SC SC SC SC SC SC

PV-C

GN

SC

GN GN GN GN

GNGN

HS

PV-C

PV-G

V

DH

PV-D

HSANT

TYP

18 19

RD RD RD RD RD RD RD RD RD RD RD RD

RDRDRDRDRDRDRDRDRDRDRD

TYP

13 13

V

TYP

TYP

E5

A-501

E5

A-501

E5

A-501

E5

A-501

E5

A-501

E5

A-501

E5

A-501

C5

A-501

C5

A-501 C5

A-501

C5

A-501

C5

A-501

C5

A-501

B5

A-501

E1

A-501

E1

A-501

C1

A-501

A1

A-501

A1

A-501

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SERIES A-5XX SHEETS FOR ROOFING DETAILS

3. PROTECT MATERIALS AND SYSTEMS THAT ARE SCHEDULED TO

REMAIN

4. MANAGE CONSTRUCTION WASTE, MATERIAL RECYCLING, AND

DISPOSAL OF DEMOLITION DEBRIS/WASTE IN ACCORDANCE WITH

THE APPROVED CONSTRUCTION WASTE MANAGEMENT PROGRAM

FOR THE PROJECT

PROVIDE ROOF DECK AIR AND MOISTURE BARRIER,

MECHANICALLY FASTENED RIGID ROOF INSULATION AND

MODIFIED BITUMEN ROOFING SYSTEM. SEE DETAIL

RIGID INSULATION CRICKET. PROVIDE 1/2" FINISHED SLOPE.

SYSTEM COVER BOARD MUST BE CONTINUOUS OVER CRICKETS

TEMPORARILY DISCONNECT AND LIFT ROOFTOP MECHANICAL

EQUIPMENT FOR ROOFING SYSTEM INSTALLATION. EXTEND

CURBS TO MAINTAIN CLEARANCE ABOVE ROOFING SURFACE.

RECONNECT UNITS AND CONFIRM PROPER FUNCTION. SEE

DETAIL . PROVIDE INSULATION CRICKET AT UPSLOPE

SIDE TO DIRECT WATER AROUND CURB

PROVIDE NEW MODIFIED BITUMEN ROOFING SYSTEM WALKPADS

AT SELECT ROOFTOP MECHANICAL EQUIPMENT, ROOF HATCH

AND ROOF LADDERS

PROVIDE ROOF HATCH AND SAFETY RAILS. MATCH OPENING

DIMENSIONS OF EXISTING HATCH. SEE DETAIL .

PREPARE, PRIME AND PAINT EXISTING LADDER SAFETY YELLOW

PREPARE, PRIME AND PAINT LADDER PRIOR TO REINSTALLATION.

MATCH EXISTING COLOR. PROVIDE STAINLESS STEEL EXPANSION

BOLTS

PROVIDE SHEET METAL COPING AND UNDERLAYMENT. PROVIDE

CONCEALED SPLICE PLATES. SEE DETAIL

ROOF DRAIN. SEE DETAIL

EMERGENCY OVERFLOW SCUPPERS. SEE DETAIL

BUILDING EXPANSION JOINT. SEE DETAIL

/E1 A-502

/E4 A-502

/D6 A-502

/E1 A-503

/A3 A-502

/B3 A-503

/A1 A-501

PLUMBING VENT THROUGH ROOF. SEE DETAIL

BASE FLASHING. SEE DETAIL

ENGAGE PROPERLY LICENSED PLUMBING CONTRACTOR TO

REPLACE THE EXISTING ROOF DRAIN WITH NEW 4" DRAIN

ASSEMBLY. SEE DETAIL . PROVIDE ROOF DRAIN

ACCESSORIES FOR A COMPLETE INSTALLATION INCLUDING BUT

NOT LIMITED TO ROOF DECK CLAMPS, CAST IRON DRAIN BODY,

PIPE CONNECTION ADAPTER, CAST ALUMINUM STRAINER, ETC.

INSULATE DRAIN BODY AND ELBOW

PREPARE, PRIME AND PAINT ENTIRE EQUIPMENT STAND

INCLUDING POSTS PRIOR TO REINSTALLATION OF CONDENSING

UNIT

PIPING DOGHOUSE. SEE DETAIL

±4" DIA EQUIPMENT STAND POST. SEE DETAIL .

HOT STACK. SEE DETAIL

ANTENNA. DO NOT DAMAGE OR DISTURB

BOILER STACKS. DO NOT DAMAGE OR DISTURB

BUILDING EXPANSION JOINT AT BASE FLASHING.

SEE DETAIL

/A3 A-502

/A1 A-502

/E1 A-501

15 /B6 A-502

/C3 A-502

/C1 A-502

/C1 A-501

RD

ROOF DRAIN AND INSULATION SUMP

EMERGENCY OVERFLOW SCUPPER

ROOF ACCESS LADDER

ROOF ACCESS HATCH

SLOPE DIRECTION

ROOF SYSTEM WALKPAD

ROOFTOP POWER EXHAUST FAN

ROOFTOP EXHAUST/INTAKE CAP

PIPING DOGHOUSE

HOT STACK

PLUMBING VENT THROUGH ROOF (VTR)

GOOSENECK EXHAUST/INTAKE CAP

EQUIPMENT STAND POST

WP

SC

RH

V

RC

PV

DH

GN

HS

EP

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :4

P

M

A-101

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

ROOF PLAN - CONSTRUCTION

60041994 N40085-24-B-0044

05-24-0044 6 OF 9

23 MAY 2025

SCALE: 3/32" = 1'-0"

D3

ROOF PLAN - CONSTRUCTION

N

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 8' 16' 24'

GENERAL CONSTRUCTION NOTES CONSTRUCTION KEYNOTES ROOF PLAN LEGEND

EXISTING MASONRY

PARAPET TO REMAIN

REMOVE SHEET METAL

COPING INCLUDING CLEATS

AND SPLICE PLATES

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

EXISTING WOOD NAILER

TO REMAIN

3/4" CDX PLYWOOD PREFINISHED SHEET METAL

ALUMINUM COPING WITH

CONCEALED SPLICE PLATES.

MATCH EXISTING COLOR

WRAP TOP OF PARAPET

WITH PEEL & STICK

UNDERLAYMENT

ROOFING SYSTEM BASE

FLASHING - EXTEND TO TOP OF

PARAPET

CONTINUOUS

FIBERBOARD CANT

CONTINUOUS TREATED WOOD

CANT. 1 1/2" TO 0"

SLOPE

ROOF DECK AIR AND MOISTURE

BARRIER. CONTINUE OVER

PARAPET

9"±

4"

1/

2"

± 1'-0"

REMOVE FIBERBOARD

CANT

EXISTING SLOPED

STEEL ROOF DECK AND

FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

9"4"

ALIGN BOTTOM EDGE OF

COPING WITH LINE OF

EXISTINGMODIFIED BITUMEN

ROOFING SYSTEM

RIGID INSULATION

CRICKET. 0.5:12

FINISHED SLOPE

2'

-2

EXISTING MASONRY

PARAPET TO REMAIN

REMOVE SHEET METAL

COPING INCLUDING CLEATS

AND SPLICE PLATES

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

EXISTING WOOD NAILER

TO REMAIN

3/4" CDX PLYWOOD

PREFINISHED SHEET METAL

ALUMINUM COPING WITH

CONCEALED SPLICE PLATES.

MATCH EXISTING COLOR

WRAP TOP OF PARAPET

WITH PEEL & STICK

UNDERLAYMENT

ROOFING SYSTEM BASE

FLASHING - EXTEND TO

TOP OF PARAPET

CONTINUOUS

FIBERBOARD CANT

CONTINUOUS TREATED WOOD

CANT. 1 1/2" TO 0"

SLOPE

ROOF DECK AIR AND MOISTURE

BARRIER. CONTINUE OVER

PARAPET

9"±

4"

1/

2" REMOVE FIBERBOARD

CANT

EXISTING SLOPED

STEEL ROOF DECK AND

FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

9"4"

ALIGN BOTTOM EDGE OF

COPING WITH LINE OF

EXISTING

MODIFIED BITUMEN

ROOFING SYSTEM

V A

R

IE

S

" M

IN

EXISTING MASONRY

PARAPET TO REMAIN

REMOVE SHEET METAL

COPING INCLUDING CLEATS

AND SPLICE PLATES

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

EXISTING WOOD NAILER

TO REMAIN

3/4" CDX PLYWOOD

WRAP TOP OF PARAPET

WITH PEEL & STICK

UNDERLAYMENT

ROOFING SYSTEM BASE

FLASHING - EXTEND TO TOP OF

PARAPET

CONTINUOUS

FIBERBOARD CANT

ROOF DECK AIR AND MOISTURE

BARRIER. CONTINUE OVER

PARAPET

9"±

4"

1/

2"

± 1'-0"

REMOVE FIBERBOARD

CANT

EXISTING SLOPED

STEEL ROOF DECK AND

FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

MODIFIED BITUMEN

ROOFING SYSTEM

±1 '-2

PREFINISHED SHEET METAL

ALUMINUM COPING WITH

CONCEALED SPLICE PLATES.

MATCH EXISTING COLOR

CONTINUOUS TREATED WOOD

CANT. 1 1/2" TO 0"

SLOPE

9"4"

ALIGN BOTTOM EDGE OF

COPING WITH LINE OF

EXISTING

EXISTING MASONRY

PARAPET TO REMAIN

REMOVE SHEET METAL

COPING INCLUDING CLEATS

AND CONCEALED SPLICE

PLATES

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

3/4" CDX PLYWOOD

ROOFING SYSTEM BASE

FLASHING - EXTEND TO TOP OF

PARAPET

CONTINUOUS

FIBERBOARD CANT

ROOF DECK AIR AND MOISTURE

BARRIER. EXTEND OVER

PLYWOOD, UP ONTO WALL AND

SEAL

EXISTING SLOPED

STEEL ROOF DECK AND

FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

MODIFIED BITUMEN

ROOFING SYSTEM

A-503 E5

V A

R

IE

S

WRAP AIR AND MOISTURE

BARRIER MEMBRANE UP ONTO

BRICK AND SEAL

EXISTING MASONRY

PARAPET TO REMAIN

REMOVE MODIFIED BITUMEN

FLASHING

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

3/4" CDX PLYWOOD

ROOFING SYSTEM WALL

FLASHING. LAP ONTO

FLASHING

CONTINUOUS

FIBERBOARD CANT

ROOF DECK AIR AND MOISTURE

BARRIER. EXTEND OVER

WOOD NAILERS, UP ONTO

WALL AND SEAL. ALLOW FOR

EXPANSION/CONTRACTION

EXISTING SLOPED

STEEL ROOF DECK AND

FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

MODIFIED BITUMEN

ROOFING SYSTEM

A-503 E5

± 1"

REUSE EXISTING

REGLET AND FLASHING

RECEIVER

SHEET METAL

COUNTERFLASHING

REMOVE SHEET METAL

COUNTERFLASHING

REMOVE WOOD

NAILERS

REMOVE SHEET METAL

EXPANSION JOINT FLASHING ±4"SHEET METAL EXPANSION JOINT

FLASHING. SECURE TO WALL

WITH EXPANSION ANCHORS

2 6 2 6

CONTINUOUS TREATED NAILER.

ANCHOR TO DECK ANGLE WITH

1/4" DIA GALVANIZED BOLTS

CONTINUOUS TREATED

NAILERS. ANCHOR TO ROOF

DECK WITH NO. 12 TEK

SCREWS. STAGGER JOINTS

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

EXISTING SLOPED STEEL ROOF

DECK AND FRAMING TO REMAIN

EXISTING/DEMOLITION CONSTRUCTION

REMOVE WOOD

NAILERS

REMOVE SHEET METAL

EXPANSION JOINT FLASHING CONTINUOUS TREATED NAILER.

ANCHOR TO DECK ANGLE WITH

1/4" DIA GALVANIZED BOLTS

± 1"

REMOVE MODIFIED BITUMEN

ROOFING SYSTEM ASSEMBLY

INCLUDING BUT NOT LIMITED

INSULATION, CRICKETS, CANT

STRIPS, BASE FLASHINGS, ETC.

DOWN TO STEEL ROOF DECK

EXISTING SLOPED STEEL ROOF

DECK AND FRAMING TO REMAIN

± 1"

CONTINUOUS FIBERBOARD

CANT EACH SIDE

MODIFIED BITUMEN

ROOFING SYSTEM

EACH SIDE

SHEET METAL EXPANSION JOINT

FLASHING. CONTINUOUS

CLEATS EACH SIDE

2 6

CONTINUOUS TREATED

NAILERS. ANCHOR TO ROOF

DECK WITH NO. 12 TEK

SCREWS. STAGGER JOINTS

ROOF DECK AIR AND MOISTURE

BARRIER. EXTEND OVER

WOOD NAILERS. ALLOW FOR

EXPANSION/CONTRACTION

ROOF DECK AIR AND

MOISTURE BARRIER.

CONTINUE OVER WOOD

NAILERS

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :4

P

M

A-501

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

DETAILS

60041995 N40085-24-B-0044

05-24-0044 7 OF 9

23 MAY 2025

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

E5

TYPICAL PARAPET DETAIL AT DRAINS

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

C5

TYPICAL PARAPET DETAIL PARALLEL TO SLOPE

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

B5

TYPICAL PARAPET DETAIL AT HIGH BAY TOP OF SLOPE

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

E1

TYPICAL BASE FLASHING DETAIL AT HIGH WALL

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

C1

BUILDING EXPANSION JOINT DETAIL AT HIGH WALL

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

A1

EXPANSION JOINT DETAIL

PREFABRICATED ALUMINUM

PIPING DOGHOUSE

EXIT SEAL, TYPICAL

INSULATED REFRIGERANT

LINE SETS OR CONDUITS

SEAL PIPE PENETRATIONS

IN DECK WITH SELF

ADHERING AIR AND

MOISTURE BARRIER

NOTES:

1. FILL VOID INSIDE CURB WITH MINERAL FIBER INSULATION

A-502

E4SIM

INSULATED CURB

PIPE, CONDUIT, LIGHTNING

PROTECTION CONDUCTOR

PENETRATION, ETC.

STAINLESS STEEL CAP FLASHING.

SECURE TO STACK WITH A HEAVY

DUTY STAINLESS STEEL BAND CLAMP

SET PITCH POCKET PAN

FLASHING IN A FULL BED OF

ROOFING SYSTEM MASTIC

MODIFIED BITUMEN

ROOFING SYSTEM

SEAL DECK OPENING ALL

AROUND TO PREVENT

POURABLE SEALER FROM

ENTERING BUILDING

SEALANT

1/

2"

3"

8" M

IN

FILL PITCH POCKET FULL WITH

ROOFING SYSTEM POURABLE SEALER.

CROWN TOP TO SHED WATER

WRAP WITH ROOF

DECK AIR AND

MOISTURE BARRIER

EQUIPMENT POST

STAINLESS STEEL CAP FLASHING.

SECURE TO PIPE WITH A HEAVY DUTY

STAINLESS STEEL BAND CLAMP

MODIFIED BITUMEN

ROOFING SYSTEM

PIPE FLASHING AND

STRIPPING

MODIFIED BITUMEN

ROOFING SYSTEM

SEALANT

8" M

IN

WRAP WITH ROOF DECK

AIR AND MOISTURE

BARRIER

EXHAUST/INTAKE STACK

STAINLESS STEEL CAP FLASHING.

SECURE TO STACK WITH A HEAVY

DUTY STAINLESS STEEL BAND CLAMP

SET HOT STACK COLLAR FLASHING

IN A FULL BED OF ROOFING

SYSTEM MASTIC

MODIFIED BITUMEN

ROOFING SYSTEM

MINERAL WOOL INSULATION

HIGH TEMPERATURE

SEALANT

CLEAR

1 1/2" MINIMUM

1/

2"

3"

8" M

IN

WRAP WITH ROOF DECK

AIR AND MOISTURE

BARRIER

ROOF HATCH

ASSEMBLY

SECURE ROOFING SYSTEM

FLASHING UNDER HATCH

FLASHING

SECTION

B

RAILINGROOF HATCH

2'-6" x 3'-0"

1' -0

" T Y

P

SWING GATE

WITH SPRING

HINGES AND

SAFETY LATCH

PLAN

A

A

.1

-1

H E

IG

H

T A

S R

E Q

U

IR

E D

B Y

O S

H A

S

TA

N D

A R

D #1

0.

A

N D

A N

S I

ROOF DECK AIR AND

MOISTURE BARRIER

MODIFIED BITUMEN

ROOFING SYSTEM

ROOF STRUCTURE

8" M

IN

3" 6"

1/

2"

LEAD VENT STACK FLASHING

ELASTOMERIC CEMENT

SET FLANGE IN A BED OF

ROOFING CEMENT

MODIFIED BITUMEN

ROOFING SYSTEM

SYSTEM COVER BOARD

POLYISOCYANURATE

INSULATION

NOTES:

1. TWO PLY STRIPPING IS TO BE UTILIZED AT ALL SIMILAR FLASHING CONDITIONS

2. VENT PIPE SIZES VARY. CONFIRM IN THE FIELD

3. METAL SURFACES THAT ARE TO RECEIVE BITUMEN MUST BE COATED WITH ASPHALT PRIMER

4. EXTEND PIPES WITH SCHEDULE 40 CAST IRON PIPE AND NO-HUB CONNECTORS TO ACHIEVE

THE 8" MINIMUM DIMENSION

ROOF DECK AIR AND

MOISTURE BARRIER

8" M

IN

DISCONNECT/RECONNECT

ELECTRICAL TO

COMPLETE CURB

REPLACEMENT

DUCT WALL INSIDE

CURB

FILL VOIDS BETWEEN

THE DUCT AND CURB

WITH BATT

INSULATION

MECHANICAL EQUIPMENT

24 GAUGE STAINLESS STEEL

COUNTER FLASHING

STAINLESS STEEL HEX

WASHER SCREWS WITH

INTEGRAL GASKETS

REPLACE EXISTING CURBS WITH

PREFABRICATED INSULATED

CURBS. MECHANICALLY

FASTEN TO STEEL ROOF DECK

AND FRAMING

ROOF DECK AIR AND

MOISTURE BARRIER

GRANULAR SURFACED

MODIFIED CAP SHEET

MODIFIED BASE SHEET

(1) 1/2" LAYER CEMENT BOARD

SHEATHING COVER BOARD

(1) 1" LAYER AND (2) 2" LAYERS

RIGID POLYISOCYANURATE

INSULATION. STAGGER

INSULATION JOINTS

ROOF DECK AIR

AND MOISTURE

BARRIER

NOTES:

1. COVER BOARD AND INSULATION ASSEMBLY IS MECHANICALLY

FASTENED TO STEEL ROOF DECK

2. ASSEMBLY ACHIEVES A TOTAL R VALUE OF 34.0 (U 0.029)

(1) 1/2" LAYER GYPSUM BOARD

SHEATHING COVER BOARD ON

STEEL ROOF DECK

ROOF DRAIN

ASSEMBLY

A-502

E1 MODIFIED BITUMEN

ROOFING SYSTEM

SOFT METAL PAN

MODIFIED

BITUMEN BASE

SHEET

ROOF DECK AIR

AND MOISTURE

BARRIER

MODIFIED BITUMEN

ROOFING SYSTEM

RIGID INSULATION

EXISTING SLOPED STEEL

ROOF DECK AND

FRAMING TO REMAIN

ROOF DECK AIR AND

MOISTURE BARRIER

COVER BOARD

A-502 E1 n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :4

P

M

A-502

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

DETAILS

60041996 N40085-24-B-0044

05-24-0044 8 OF 9

23 MAY 2025

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1"

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

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

1' 0 1' 2' 3'

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

B6

PIPING DOGHOUSE DETAIL

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

C4

PITCH POCKET DETAIL

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

C1

EQUIPMENT POST DETAIL

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

C3

HOT STACK DETAIL

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

D6

ROOF HATCH DETAIL WITH SWING GATE

SCALE: 3" = 1'-0"

A1

VENT THROUGH ROOF DETAIL

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

E4

MECHANICAL CURB DETAIL

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

E1

MODIFIED BITUMEN ROOFING SYSTEM DETAIL

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

A3

ROOF DRAIN DETAIL

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

E3

TYPICAL ROOFING SYSTEM DETAIL

SILICONE SEALANT,

CONTINUOUS AT

TOP AND SIDES

HEMMED EDGE,

CONTINUOUS AT

FLANGE

SCUPPER FLANGE

COUNTERFLASHING

HEMMED EDGE,

CONTINUOUS AT

FLANGE

3"

EXISTING

±7" 3"

3"

E X

IS

TI

N G

±3

3"

CONTINUOUS FLANGE

WITH A HEMMED EDGE

SECTION

ELEVATION

COUNTERFLASHING

FLASH SCUPPER FLANGE

INTO ROOFING SYSTEM

BASE FLASHING AT THE

INSIDE OF THE PARAPET

REGLET AND

SEALANT

BRICK

EMERGENCY

OVERFLOW

SCUPPER

NOTES:

1. INSTALL INTEGRAL CLOSURE AT EXPOSED ENDS

2. FIELD VERIFY A BREAK PROFILE THAT IS SUITABLE FOR

SPECIFIC DETAIL CONDITIONS PRIOR TO FABRICATION

3. PROVIDE 4" SPLICE JOINTS

4. DIM A = 4"

EXISTING REGLET

MASONRY WALL

MORTAR JOINT

HEMMED DRIP

D

IM

A V

A R

IE

S

REMOVE AND

REPLACE SEALANT

REUSE EXISTING

REGLET AND FLASHING

RECEIVER

SHEET METAL

COUNTERFLASHING

SHEET METAL

COUNTERFLASHING

SEALANT

PARAPET WALL

CONTINUOUS CLEAT

SHEET METAL

PARAPET COPING

TURN PARAPET COPING

FLANGE UP WALL BEHIND

COUNTERFLASHING AND SET IN

A FULL BED OF MASTIC

ABUTTING WALL

3"

E X

IS

TI

N G

A-503 E6

A-503 E5

D

IM

A

1/2"

REFERENCE SECTIONS FOR

NOMINAL COPING WIDTH

PITCH COPING TO DRAIN

TOWARD THE ROOF

1/4" JOINT TO ACCOMMODATE EXPANSION

AND CONTRACTION

DIM A = ±9" FRONT, MATCH EXISTING

±4" BACK

6" WIDE CONCEALED SPLICE

PLATE WITH (3) CONTINUOUS

BEADS OF SILICONE SEALANT AT

BOTH SIDES OF THE JOINT

CONTINUOUS PREFABRICATED

TRACK OR TREATED NAILERS TO

PITCH FOR DRAINAGE

CONTINUOUS CLEAT SECURED TO

BLOCKING, PROVIDE AT ALL

VERTICAL FACES

3/4" CDX PLYWOOD

TERMINATION BAR

MODIFIED BITUMEN

ROOFING SYSTEM

8" M

IN

E X

IS

TI

N G

REUSE EXISTING

REGLET AND

FLASHING RECEIVER

CONTINUOUS SHEET METAL

COUNTERFLASHING. 4" SPLICES

4"

A-503 E6

3/8"

D E

P

TH

3/ 8"

TOOL A CONCAVE

JOINT PROFILE

SILICONE

SEALANT

BACKER ROD

3/8"

TOOL A CONCAVE

JOINT PROFILE

SILICONE

SEALANT

BACKER ROD

D E

P

TH

3/ 8"

CORNER

A

WALL

B n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERETSI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R o o f R e p a ir s B ld g

\2

D e s ig n \2

D w g

\2

A

R C

H

.r v t

/3

/2

:0 :4

P

M

A-503

REL

DJE,III

REL

ROOF REPAIRS

BUILDING 1445

DETAILS

60041997 N40085-24-B-0044

05-24-0044 9 OF 9

23 MAY 2025

GRAPHIC SCALE: 1"=1"

0 1" 2"

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1"

GRAPHIC SCALE: 1 1/2"=1'-0"

1' 6" 3" 0 1'

SCALE: 3" = 1'-0"

B3

SCUPPER DETAIL

SCALE: 3" = 1'-0"

E6

COUNTERFLASHING DETAIL

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

E3

PARAPET COPING TERMINATION DETAIL

SCALE: 3" = 1'-0"

E1

COPING DETAIL

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

E5

BASE FLASHING DETAIL

SCALE: 1" = 1"

B4

SEALANT POCKET DETAILS