N4008523B0056 Dwgs.pdf

WAKE

DURHAM

PERSON

GRANVILLE

FRANKLIN

WARREN

COLUMBUS

BLADEN

HARNETT

WAYNE

JOHNSTON

WILSON

NASH

EDGECOMBE

SAMPSON

DUPLIN

JONES

GREENE

LENOIR

PITT

HERTFORD

GATES

CARTERET

CRAVEN

ONSLOW

PENDER

NEW

HANOVER

BRUNSWICK

PAMLICO

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HYDE

DARE

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MARTIN WASHINGTON

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EXPEDITIONARY RD

BUILDING RR400

ROOF REPAIR

60040522

CAMP LEJEUNE

HOME OF

EXPEDITIONARY

FORCES IN READINESS

FINAL

23-0056 BUILDING RR400 ROOF REPAIRS

G-00106-11-2024

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

NOT TO SCALE1 LOCATION MAP

NORTH

1" = NTS1" = NTS2 ENLARGED BASE MAP

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3BASE MAP

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INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60040522 1 COVER SHEET & INDEX

G-002 60040523 2 GENERAL NOTES

ARCHITECTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

A-001 60040524 3 ARCHITECTURAL NOTES AND SYMBOLS

AD100 60040525 4 OVERALL ROOF PLAN - DEMOLITION

AD101 60040526 5 PARTIAL ROOF DEMOLITION PLAN - AREA A

AD102 60040527 6 PARTIAL ROOF DEMOLITION PLAN - AREA B

AD103 60040528 7 PARTIAL ROOF DEMOLITION PLAN - AREA C

A-100 60040529 8 OVERALL ROOF PLAN

A-101 60040530 9 PARTIAL ROOF PLAN - AREA A

A-102 60040531 10 PARTIAL ROOF PLAN - AREA B

A-103 60040532 11 PARTIAL ROOF PLAN - AREA C

A-301 60040533 12 PARTIAL WALL SECTIONS

A-401 60040534 13 ENLARGED STAIR FLOOR AND ROOF PLANS

A-501 60040535 14 ROOF DETAILS

A-502 60040536 15 DOOR SCHEDULE AND DETAILS

RR400 CONSTRUCTION REQUIREMENT NOTES

COVER SHEET & INDEX

· RR400 IS A SECURE BUILDING. ESCORTS WILL BE REQUIRED FOR ALL CONSTRUCTION PERSONNEL AT ALL TIMES FOR THE DURATION OF

THE PROJECT.

· REMOVAL OF EXISTING STAIR DOORS/HARDWARE AND INSTALLATION OF NEW REPLACEMENT DOORS/HARDWARE MUST BE DONE IN

SAME DAY TO MAINTAIN BUILDING SECURITY.

· THE BUILDING AND SITE WILL BE OCCUPIED DURING CONSTRUCTION. CONSTRUCTION ACTIVITIES MUST NOT IMPEDE OR INTERFERE WITH NORMAL OPERATIONS AND USE OF THE BUILDING OR SITE DURING THE CONSTRUCTION PERIOD. THE ALLOWABLE LOCATION(S) OF CONSTRUCTION STAGING AREAS ARE INDICATED ON THE DRAWINGS. AT COMPLETION OF WORK, RESTORE STAGING AREAS TO

CONDITION PRIOR TO BEGINNING WORK.

· ACCESS FOR CONSTRUCTION PERSONNEL TO THE ROOF IS THROUGH INTERNAL BUILDING STAIRWELLS. CONTRACTOR MUST PREPARE A PLAN AND A PHASING & WORK SCHEDULE, SHOWING & COORDINATING WORK RESTRICTIONS, PHASING, MATERIAL TRANSPORT TO AND FROM THE ROOF, AND ADDITIONAL ITEMS AS DIRECTED BY CONTRACTING OFFICER (ROICC). PLAN WILL BE REVIEWED FOR

MODIFICATION & APPROVAL BY USER AND ROICC BEFORE WORK COMMENCES.

· DEMOLITION MATERIALS AND NEW CONSTRUCTION MATERIALS WILL NOT BE TRANSPORTED THRU THE BUILDING AND MUST BE TRANSPORTED TO AND FROM THE ROOF BY CRANE. DEMOLITION MATERIALS MUST BE REMOVED FROM THE ROOF DAILY; DO NOT STOCKPILE DEMO'ED MATERIALS ON THE ROOF. NEW CONSTRUCTION MATERIALS MUST BE PLACED ON THE ROOF FOR EACH DAY/AND THE FOLLOWING DAY'S WORK; DO NOT STOCKPILE MATERIALS ON THE ROOF WHICH ARE NOT INSTALLED WITHIN 24

HOURS.

· WITH THE EXCEPTION OF WALL MOUNTED MINI-SPLIT UNITS, MECHANICAL UNITS SERVING THE BUILDING MUST REMAIN OPERATIONAL AND ARE NOT TO BE DISRUPTED. REMOVAL AND REINSTALLATION OF WALL-MOUNTED MINI-SPLITS MUST BE IN ACCORDANCE WITH THE APPROVED PHASING & WORK SCHEDULE. MINIMIZE DOWNTIME OF MINI-SPLIT UNITS; UNITS MUST NOT BE REMOVED UNTIL ALL MATERIALS REQUIRED FOR ROOF AND SIDING WORK IN IMMEDIATE AREA ARE ON SITE AND READY FOR

INSTALLATION.

· ANY OTHER PROPOSED SHUTDOWN MUST BE OUTSIDE OF BUILDING WORKING HOURS, COORDINATED WITH THE ROICC, AND MUST

NOT EXCEED (3) HOURS. BUILDING WORKING HOURS ARE MONDAY THRU FRIDAY 0730-1630.

· THE BUILDING MUST BE MAINTAINED IN WATERTIGHT CONDITION DURING THE CONSTRUCTION PERIOD. ROOF AREAS WHICH ARE STRIPPED AND NOT RECOVERED WITH PERMANENT NEW ROOFING BY THE END OF THE DAY MUST BE SEALED / WATERSTOPPED IN

ACCORDANCE WITH THE SPECIFICATIONS TO ENSURE THE ROOF IS WATERTIGHT.

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DATE

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APPROVED

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SATISFACTORY TO: DATE

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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SUBMITTED BY:

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DR.

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CHK.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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J. FRANKLIN ORR, PE

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DESCRIPTION

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23-0056 BUILDING RR400

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ROOF REPAIRS

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NOTED

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bryantw Snapshot bryantw Snapshot

06-11-2024

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

60040523

G-002

GENERAL NOTES

GENERAL DESIGN AND CONSTRUCTION NOTES:

1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY

STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE

EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS

CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL

REFERENCED STANDARDS SHALL BE THE LATEST EDITION.

2. ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN UNDAMAGED

CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED INSTRUCTIONS,

UNLESS SPECIFIED OTHERWISE HEREIN.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES EQUIPMENT

FROM DAMAGE DURING INSTALLATION AND TESTING OPERATIONS.

4. CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS

WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH

CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING

CONDITIONS. REFER ALSO TO GEOTECHNICAL REPORT WHICH IS AVAILABLE UPON REQUEST.

EVERY EFFORT SHALL BE MADE TO RECYCLE ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE, SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

(NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY.

5. ENSURE THAT ANY DEMOLITION, UTILITY CUT AND CAPPING, AND DEBRIS REMOVAL SERVICE

PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT

AND PROFESSIONAL APPEARANCE OF BASE AREAS.

6. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,

BEFORE BEING RETURNED TO THE GOVERNMENT. AREAS USED FOR STAGING AND

CONSTRUCTION ACTIVITIES MUST BE RESTORED AND RETURNED TO THEIR ORIGINAL

CONDITIONS UPON COMPLETION OF WORK.

WARRANTY:

1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN

MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.

GENERAL INFORMATION:

1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT, LABOR, AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE REQUIREMENTS WITHIN.

ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE STATEMENT OF WORK AND

SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT AND IN ACCORDANCE WITH

(UFC) UNITED FACILITIES CRITERIA, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), THE

INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE (IPC), NATIONAL

ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY CODE (NESC), NATIONAL FIRE

PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008), NORTH CAROLINA DEPARTMENT

OF TRANSPORTATION (NCDOT), NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

(NCDEQ), BASE DESIGN AND CONSTRUCTION STANDARDS INCLUDING BASE EXTERIOR

ARCHITECTURAL PLAN (BEAP), AND ALL OTHER APPLICABLE CODES.

WORKING CONDITIONS:

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE

CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS OF

THE BASE AND THE SAFETY AND CONVENIENCE OF THE BASE PERSONNEL. THE CONTRACTOR

SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE UTILITY SERVICE

OFFICE AND THE USER.

GENERAL PROJECT NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, QUANTITIES AND SQUARE

FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE

APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH

THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN THE

STATEMENT OF WORK (SOW), THE PROVIDED DRAWINGS, AND THE REQUIREMENTS OF THE

BASE DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE MINIMUM

STANDARDS REQUIRED IN THIS PROJECT.

2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO

STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA.

UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS AND

REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.

3. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING

STRUCTURES, ETC. THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT. CONTRACTOR

SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS REQUIRED TO

PERFORM WORK. ANY DEMOLITION WORK THAT NEEDS TO BE ACCOMPLISHED TO COMPLETE

THE CONTRACT IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIAL SHALL BE

INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE

TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

4. A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR

AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING WITH

THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL PERTINENT

PROJECT REQUIREMENTS, AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE

CONTRACTOR MAY HAVE. ALL FINISHES SHALL BE PRESENTED TO THE CONTRACTING

OFFICER AS ONE SUBMITTAL FOR SELECTION AND APPROVAL PRIOR TO INSTALLATION. ALL

MATERIAL THAT COULD BE DISCONTINUED SHALL BE ON-SITE, I.E. CARPET AND TILE PRIOR TO

STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN COLOR.

5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURER'S ARE REFERENCED, IT SHALL BE

UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL.

6. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST". ALL WORK AND MATERIALS

NOTED ARE NEW UNLESS NOTED OTHERWISE.

7. THE TERM "INSTALL" WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL

COMPLETE).

8. THE TERMS "OWNER" AND "GOVERNMENT" WILL BE CONSIDERED TO BE THE SAME /

INTERCHANGEABLE FOR THE PROJECT.

MECHANICAL UNITS (WALL-MOUNTED

MINI-SPLITS) NOTES:

1. IN ACCORDANCE WITH THE APPROVED PHASING AND WORK SCHEDULE PREPARED BY THE

CONTRACTOR, CAREFULLY DISCONNECT EXISTING MINI-SPLIT WALL MOUNTED UNITS LOCATED

ON THE PERIMETER WALLS SURROUNDING THE ROOF AREA. STORE & PROTECT UNITS FOR

REINSTALLATION. DO NOT ALLOW REFRIGERANTS TO DISCHARGE INTO THE ATMOSPHERE;

FOLLOW PROPER PROTOCOL FOR REFRIGERANT CAPTURE. (SEE SPEC 02 41 00). CAP AND

PROTECT ENDS OF REFRIGERANT LINES AND CONNECTIONS TO UNITS.

2. CONFIRM REDUNDANT COOLING UNITS ARE OPERATIONAL FOR EACH SPACE THAT MINI-SPLIT

SERVES PRIOR TO SHUTDOWN OF THE MINI-SPLIT UNIT(S).

3. DISCONNECT AND REMOVE WALL MOUNTED UNITS, CONTROLS, WIRING, DISCONNECTS,

MOUNTING BRACKETS AND HARDWARE TO ALLOW REMOVAL AND REPLACEMENT OF WALL

SIDING PANELS AS INDICATED ON DRAWINGS. CAP AND PRESSURIZE LINES TO UNITS AND

REFRIGERANT LINES WITH NITROGEN. PROTECT AND CAREFULLY MOVE REFRIGERANT LINES

BACK TO ALLOW SIDING AND ROOF TERMINATION WORK. PROTECT FITTINGS AND INSULATION

FROM DAMAGE. MARK EACH UNIT AND ITS LOCATION FOR REINSTALLATION; UNITS MUST BE

REINSTALLED IN THEIR ORIGINAL LOCATIONS.

4. REINSTALL MOUNTING BRACKETS, CONTROLS, WIRING, DISCONNECTS, HARDWARE AND

REFRIGERANT LINES. INSTALL MATCHING LINE INSULATION TO REPLACE ANY DAMAGED

SECTIONS. REINSTALL AND CONNECT UNITS.

5. TEST PIPING USING DRY, OIL- FREE NITROGEN AND PROVE TIGHT AT 300 PSIG ON THE HIGH

SIDE AND 150 PSIG ON THE LOW SIDE. MAINTAIN PRESSURE FOR 2 HOURS WITH NO

LEAKAGE/NO REDUCTION IN GAGE PRESSURE.

6. USING HIGH VACUUM PUMP AND CERTIFIED MICRON GAGE, REDUCE ABSOLUTE PRESSURE ON

BOTH SIDES OF SYSTEM SIMULTANEOUSLY TO 300 MICRONS. AFTER REACHING THIS POINT,

CHARGE SYSTEM WITH PROPER REFRIGERANT UNTIL PRESSURE OF ZERO PSIG IS OBTAINED.

REPEAT EVACUATION-CHARGING PROCEDURES FOR TWO MORE CYCLES TOTALING THREE

EVACUATION-CHARGING CYCLES. ON FINAL EVACUATION, SECURE PUMP AND MAINTAIN 300

MICROMS FOR 2 HOURS BEFORE CHARGING WITH FINAL REFRIGERANT.

7. PERFORM FULL FACTORY STARTUP OF UNIT(S).

LOADING OF ROOF STRUCTURE

1. IN ACCORDANCE WITH THE APPROVED PHASING AND WORK SCHEDULE PREPARED BY THE

CONTRACTOR, DEMOLISHED OR NEW CONSTRUCTION MATERIALS THAT ARE PLACED ON ROOF

DECKING MUST COMPLY WITH THE FOLLOWING:

1.1. CONCENTRATED LOADS OF 150 LBS OR LESS DISTRIBUTED OVER A 1'-0" WIDE SECTION OF

DECK MUST NOT REQUIRE ANY FURTHER DISTRIBUTION. USE WORKING PLATFORMS FOR

CONCENTRATED LOADS OVER 150 LBS SO THAT THE RESULTING UNIFORM

CONSTRUCTION LOAD ON THE DECK DOES NOT EXCEED 50 PSF.

LIGHTNING PROTECTION SYSTEM

1. THE EXISTING LIGHTNING PROTECTION SYSTEM MUST BE REMOVED TO ALLOW WORK AND

REINSTALLED AT COMPLETION OF ROOF WORK.

1.1. THE LIGHTNING PROTECTION SYSTEM MUST BE REINSTALLED, TESTED AND RE-CERTIFIED

IN ACCORDANCE WITH SPECIFICATION SECTION 26 41 00. THE SYSTEM MAY BE MODIFIED

OR REDESIGNED AND SUPPLEMENTED IN ACCORDANCE WITH THE SPEC AND APPLICABLE

REFERENCED REQUIREMENTS.

1.2. THE REINSTALLED SYSTEM MUST MEET CURRENT CODE COMPLIANCE AND BE RESTORED

TO FULL FUNCTIONALITY UPON COMPLETION OF REINSTALLATION.

1 STAGING AREA DIAGRAM

G-002 NO SCALE

CONTRACTOR'S STAGING / LAYDOWN AREA

1. THE AREA(S) PERMITTED TO BE USED FOR STAGING / LAYDOWN WILL BE

LOCATED TO THE REAR OF BUILDING RR400.

2. THE SPECIFIC EXTENT OF AREA(S) PERMITTED TO BE USED FOR STAGING /

LAYDOWN WILL BE COORDINATED AND COMMUNICATED TO THE CONTRACTOR

BY THE CONTRACTING OFFICER AFTER AWARD.

3. AREAS PERMITTED TO BE USED FOR STAGING / LAYDOWN MUST BE RESTORED

AFTER COMPLETION OF WORK. GRASSED AREAS MUST BE STRIPPED, PREPARED

AND RE-SODDED AT COMPLETION OF WORK; SEE SPECIFICATIONS 32 05 33

LANDSCAPE ESTABLISHMENT, AND 32 92 23 SODDING.

NORTH

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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J. FRANKLIN ORR, PE

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DESCRIPTION

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23-0056 BUILDING RR400

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ROOF REPAIRS

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NOTED

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DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALITY ITEM NUMBER

SPECIALITY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

PARTITION IN PLAN

ROOM

A1

A-301

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401 INTERIOR ELEVATION

TAG

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1

A-301

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1

A-301

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1

A-301

BUILDING

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

DEMO

KEYNOTE TAG

KEYNOTE NUMBER

A-901 PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A1

A-501

A1

A1

A1

B

A1

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

EIFS - PAINTED

CMU - PAINTED

SECTION ELEVATION

CMU - PAINTED - ACCENT

GLAZED BLOCK

GLAZING

SPANDREL GLAZING / STEEL PANEL

CONCRETE FOUNDATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

A. DIMENSIONS ON PLANS ARE APPROXIMATE. VERIFY DIMENSIONS ON JOB. CONDITIONS, DETAILS, AND AREAS OF WORK SHOWN ON THESE DRAWINGS ARE BASED ON FIELD INVESTIGATIONS AND SHOULD REPRESENT CURRENT CONDITIONS. IF CONDITIONS ARE ENCOUNTERED THAT ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN, IMMEDIATELY NOTIFY CONTRACTING OFFICER OF SUCH CONDITIONS PRIOR TO PROCEEDING WITH WORK IN THE AREA IN QUESTION. MINOR VARIATIONS WITH LITTLE IMPACT ON

THE SCOPE OF WORK SHALL NOT BE CONSIDERED SIGNIFICANT.

B. THE CONTRACTOR MUST DEMOLISH EXISTING WALLS AND OTHER ASSOCIATED CONSTRUCTION AS INDICATED ON THE DEMOLITION PLANS. CONTRACTOR MUST COORDINATE REQUIRED DEMOLITION

ELEMENTS AND MAKE NECESSARY ADJUSTMENTS IN THE DEMOLITION TO PROVIDE THE LAYOUTS

INDICATED ON THE FLOOR PLANS.

C. THE CONTRACTOR MUST PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT MILITARY PERSONNEL, OTHER TENANTS, AND THE GENERAL PUBLIC FROM INJURY

DUE TO DEMOLITION WORK.

D. THE CONTRACTOR MUST MAINTAIN EMERGENCY EGRESS PATH AT ALL TIMES DURING CONSTRUCTION AND

DEMOLITION.

E. THE CONTRACTOR MUST REPLACE OR REPAIR DAMAGES CAUSED TO THE EXISTING BUILDING MATERIALS AND ALL ADJACENT FACILITIES CAUSED BY DEMOLITION WORK AS DIRECTED BY THE CONTRACTING

OFFICER.

F. THE CONTRACTOR MUST PROVIDE TEMPORARY SHORING AS REQUIRED FOR DEMOLITION WORK. HOLES AND OTHER DAMAGE CAUSED BY TEMPORARY INSTALLATIONS, BARRIERS, ETC. SHALL BE REPAIRED IN A

MANNER COMPATIBLE WITH AND EQUAL TO EXISTING CONDITION.

G. WHERE AN ITEM OR FEATURE IS SHOWN ON DRAWINGS THAT DEPICT EXISTING CONDITIONS, AND SUCH ITEM OR FEATURE IS NOT SHOWN ON DRAWINGS THAT DEPICT NEW OR ALTERED CONDITIONS, IT IS INFERRED THAT THE ITEM OR FEATURE IS TO BE REMOVED AS PART OF THIS WORK AND ALL SURFACES DISTURBED ARE TO BE NEATLY REPAIRED AND PATCHED TO MATCH EXISTING UNLESS INDICATED

OTHERWISE. INCLUDE SUCH WORK IN COST OF WORK.

H. WHERE AN ITEM OR FEATURE IS TO BE REMOVED THE REQUIREMENT FOR REMOVAL INCLUDES THAT ALL RELATED APPURTENANCES ALSO BE REMOVED COMPLETE UNLESS INDICATED OTHERWISE. FOR EXAMPLE, WHERE AN EXISTING DOOR AND FRAME ARE TO BE REMOVED, THE HARDWARE, THRESHOLD, STOPS, ETC.

ARE ALSO TO BE REMOVED.

I. IF EXISTING MATERIALS CANNOT BE REPAIRED AND PATCHED, NEW MATERIALS SHALL BE PROVIDED.

WHERE NEW MATERIALS ARE REQUIRED TO BE BUILT INTO THE EXISTING STRUCTURE OR MATERIALS, OR BUILT ADJOINING EXISTING STRUCTURE OR MATERIALS, THE TEXTURE AND FINISH OF THE NEW MATERIAL SHALL MATCH THE EXISTING AND SHALL BE NEATLY BLENDED INTO THE EXISTING. ALIGN NEW MASONRY

JOINTING, VERTICAL OR HORIZONTAL LINES, METAL WALL PANELS, ETC. WITH EXISTING.

J. FOR EACH ACTIVITY THAT INVOLVES DISTURBANCE TO AN EXISTING SURFACE OR SURFACES, THE ACTIVITY CARRIES WITH IT THE STIPULATION THAT ALL DISTURBED SURFACES BE NEATLY REPAIRED AND PATCHED TO MATCH EXISTING. FOR EXAMPLE, WHERE INTERIOR PARTITIONS ARE REMOVED IT IS REQUIRED THAT ANY DISTURBED WALL, FLOOR, CEILING, TRIMS, BASE, ETC. THAT REMAINS BE NEATLY REPAIRED AND

PATCHED TO MATCH EXISTING.

K. PREPARE AND PATCH ALL PREVIOUSLY PAINTED INTERIOR AND EXTERIOR SURFACES AS NOTED TO

RECEIVE SCHEDULED FINISHES.

GENERAL DEMOLITION NOTES

REG. NO.

50565

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OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

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A-001

23-0056 BUILDING RR400

ARCHITECTURAL NOTES AND

SYMBOLS

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A -0

60040524

1 ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE UNLESS OTHERWISE NOTED.

2 ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS

EXISTING OR AS PROVIDED BY THE GOVERNMENT.

3 ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS MUST BE CONTINUOUS

UNLESS SPECIFICALLY NOTED OTHERWISE.

4 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTING OFFICER IN WRITING.

5 DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE ITEMS.

6 DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF MASONRY OR FACE OF EXISTING

SURFACES UNLESS OTHERWISE NOTED.

7 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND AT ONCE, REPORT TO THE

CONTRACTING OFFICER ANY ERRORS AND INCONSISTENCIES OR OMISSIONS DISCOVERED. ANY

CONSTRUCTION ACTIVITY PERFORMED KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR THE AMOUNT OF THE COST OF

THE CONSTRUCTION.

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

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION 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

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

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

OA OUTSIDE AIR

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

FOF FACE OF FINISH

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

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

APPLICABLE CODES

THE FOLLOWING IS A LIST OF APPLICABLE CODES USED FOR THE DESIGN OF THIS BUILDING. THE LIST IS NOT MEANT TO BE EXHAUSTIVE AND ADDITIONAL CODES MAY BE REQUIRED OR ARE LISTED WITHIN THE UFCs:

1. UFC 1-200-01, DOD BUILDING CODE

2. FC 1-300-09N, NAVY AND MARINE CORPS DESIGN PROCEDURES, WITH CHANGE 6

3. UFC 3-101-01, ARCHITECTURE, WITH CHANGE 1

4. UFC 3-110-03, ROOFING WITH CHANGE 5

GENERAL PROJECT NOTES

REVISIONS

SYM DESCRIPTION DATE APPROVED

A. SEE SHEET A-001 FOR ADDITIONAL GENERAL DEMOLITION NOTES.

B. SEE ENLARGED PLANS FOR SPECIFIC DEMO NOTES AND ADDITIONAL DIMENSIONS.

C. ALL ROOF ACCESS FOR PERSONNEL OBTAINED THROUGH INTERNAL STAIRWELLS. ALL ROOF ACCESS FOR

MATERIALS WILL BE OBTAINED VIA CRANE. ESCORTS WILL BE REQUIRED AT ALL TIMES FOR ENTIRE

PROJECT. CONTRACTOR TO PREPARE A PLAN AND COORDINATE WORK RESTRICTIONS, PHASING,

OUTAGES, MATERIAL TRANSPORT TO/FROM ROOF, ETC. THIS PLAN WILL NEED TO BE APPROVED BY THE

USER AND CONTRACTING OFFICER.

HAZARDOUS MATERIALS NOTE:

IF HAZARDOUS MATERIALS ARE FOUND AT THIS FACILITY

CONTRACTOR TO USE CAUTION WHEN PERFORMING

DEMOLITION AND NEW WORK. IF HAZARDOUS MATERIALS

ARE SUSPECTED, STOP WORK IN THAT AREA AND

CONTACT THE CONTRACTING OFFICER. CONTRACTOR TO

PROVIDE SAMPLES, REPORTS, AND DEMOLITION/DISPOSAL

OF ALL HAZARDOUS MATERIALS.

VTR

VTR

VTR

VTR

VTR

VTR

M A

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H L

IN

E

S E

E A

D

M A

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H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

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H L

IN

E

S E

E A

D

'-6

411'-7 3/8" ±

39'-8 3/8" ±

13'-8 1/2" ±

'-1

/8

'-7

/4

'-9

/8

197'-2 1/2" ± 2 '-1

/1

17'-2 1/2" ±

'-1

/1

197'-2 3/8" ±

15'-8 1/4" ±

13'-1 1/2" ±

'-1

'-1

/8

'-6

/8

AREA A AREA B AREA C

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTIONX":12"

EXISTING VENT THROUGH ROOF

VTR

EXISTING ROOF DRAIN

EXISTING EXHAUST FAN

EF

REG. NO.

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15594

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SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

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AD100

23-0056 BUILDING RR400

OVERALL ROOF PLAN - DEMOLITION

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A D

60040525

PLAN

NORTH

8' 16' 32' 64'0'

1/16" =1'-0"SCALE:

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GENERAL NOTES

KEY PLAN

PLAN

NORTH

SCALE: 1/16" = 1'-0"

OVERALL ROOF PLAN - DEMOLITION

C. ALL ROOF ACCESS FOR PERSONNEL OBTAINED THROUGH INTERNAL STAIRWELLS. ALL ROOF ACCESS FOR MATERIALS WILL BE OBTAINED VIA CRANE. ESCORTS WILL BE REQUIRED AT ALL TIMES FOR ENTIRE

PROJECT. CONTRACTOR TO PREPARE A PLAN AND COORDINATE WORK RESTRICTIONS, PHASING,

OUTAGES, MATERIAL TRANSPORT TO/FROM ROOF, ETC. THIS PLAN WILL NEED TO BE APPROVED BY THE

USER AND CONTRACTING OFFICER.

HAZARDOUS MATERIALS NOTE:

IF HAZARDOUS MATERIALS ARE FOUND AT THIS FACILITY

CONTRACTOR TO USE CAUTION WHEN PERFORMING

DEMOLITION AND NEW WORK. IF HAZARDOUS MATERIALS

ARE SUSPECTED, STOP WORK IN THAT AREA AND

CONTACT THE CONTRACTING OFFICER. CONTRACTOR TO

PROVIDE SAMPLES, REPORTS, AND DEMOLITION/DISPOSAL

OF ALL HAZARDOUS MATERIALS.

AREA A AREA B AREA C

VTR

VTR

VTR

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

13 13

TYP

TYP

TYP

TYP

4 4

TYP

TYP

TYP

TYP

1'

-6

1'

-1

/1 6"

14 14

39'-8 3/8" ± 13'-8 1/2" ±

'-1

/8

'-7

/4

'-9

/8

411'-7 1/2" ±

9' -1

1/

2"

4' -6

6' -9

/2

10'-6" ±

'-2

/2

8'-0" ±

197' - 2 1/2" ±

DEMOLISH EXISTING SINGLE-PLY ROOFING SYSTEM COMPLETE INCLUDING FLASHINGS AND TAPERED

OR FLAT RIGID INSULATION COMPLETE DOWN TO EXISTING METAL ROOF DECK.

ROD OUT AND FLUSH ALL EXISTING ROOF DRAINS TO FIRST FLOOR CLEAN-OUT. DEMOLISH EXISTING

ROOF DRAIN STRAINER AND CLAMPING RING COMPLETE.

DEMOLISH EXISTING BASE FLASHING FROM METAL PANEL MANSARD WALL COMPLETE.

DEMOLISH EXISTING CURB RAILS AND DUCT SUPPORT BELOW EXISTING STEEL PLATE AT BOTTOM OF

STEEL PIPE SUPPORT COMPLETE. TEMPORARILY SUPPORT DUCTWORK.

DEMOLISH EXISTING DOOR, FRAME AND HARDWARE COMPLETE. MODIFY BOTTOM OF THE EXISTING

OPENING TO ACCOMMODATE NEW INSULATION THICKNESS. THE GOVERNMENT/MARSOC SECURITY

WILL REMOVE THE EXISTING BMS FROM THE DOORS/FRAMES AND WILL REINSTALL IN THE NEW

CONTRACTOR PROVIDED/INSTALLED DOORS/FRAMES.

EXISTING MECHANICAL EQUIPMENT AND CURB TO REMAIN. DEMOLISH EXISTING BASE FLASHING

COMPLETE.

DEMOLISH EXISTING VTR FLASHING AND EXISTING COLLAR COMPLETE. EXISTING VTR TO REMAIN.

DEMOLISH THE FIRST ROW OF EXISTING METAL PANELS COMPLETE. REMOVE PANEL TO NEAREST

HORIZONTAL PANEL JOINT - APPROXIMATELY 3'-8" ABOVE ROOF.

TEMPORARILY DISCONNECT, REMOVE, AND SALVAGE ALL LIGHTNING PROTECTION COMPONENTS,

CABLES AND CONNECTION POINTS ATTACHED TO THE ROOF, DUCTS, RTU'S AND STRUCTURAL STEEL

COMPLETE.

EXISTING GROUND RING BELOW GRADE AND DOWN CONDUCTORS MUST REMAIN IN PLACE AND BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION FOR RE-USE.

EXISTING STANDING SEAM METAL PANEL MANSARD ROOF SYSTEM TO REMAIN.

EXISTING PREFINISHED GUTTER AND DOWNSPOUTS TO REMAIN.

EXISTING BOILER FLUE AND CURB TO REMAIN. DEMOLISH EXISTING FLASHING COMPLETE.

TEMPORARILY DISCONNECT POWER, REMOVE, AND SALVAGE THE EXISTING WALL MOUNTED

MECHANICAL EQUIPMENT FOR REUSE - SEE ADDITIONAL NOTES ON G-002.

DEMOLISH EXISTING METAL PANELS COMPLETE AROUND EXISTING ACCESS DOORS TO REMAIN.

REMOVE PANEL TO NEAREST HORIZONTAL PANEL JOINT - APPROXIMATELY 3'-8" ABOVE ROOF.

DEMOLISH PORTION OF EXISTING METAL PANEL AND EXISTING WALL CONSTRUCTION TO

ACCOMMODATE NEW LADDER. SEE NEW WORK DETAILS FOR ADDITIONAL INFORMATION.

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTIONX":12"

EXISTING VENT THROUGH ROOF

VTR

EXISTING ROOF DRAIN

EXISTING EXHAUST FAN

EF

REG. NO.

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15594

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SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

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AD101

23-0056 BUILDING RR400

PARTIAL ROOF DEMOLITION PLAN -

AREA A

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A D

60040526

PLAN

NORTH

4' 8' 16' 32'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GENERAL NOTES

DEMOLITION KEYNOTES# (APPLIES TO THIS SHEET ONLY)

KEY PLAN

PLAN

NORTH

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

PARTIAL ROOF DEMOLITION PLAN - AREAA A

C. ALL ROOF ACCESS FOR PERSONNEL OBTAINED THROUGH INTERNAL STAIRWELLS. ALL ROOF ACCESS FOR MATERIALS WILL BE OBTAINED VIA CRANE. ESCORTS WILL BE REQUIRED AT ALL TIMES FOR ENTIRE

PROJECT. CONTRACTOR TO PREPARE A PLAN AND COORDINATE WORK RESTRICTIONS, PHASING,

OUTAGES, MATERIAL TRANSPORT TO/FROM ROOF, ETC. THIS PLAN WILL NEED TO BE APPROVED BY THE

USER AND CONTRACTING OFFICER.

HAZARDOUS MATERIALS NOTE:

IF HAZARDOUS MATERIALS ARE FOUND AT THIS FACILITY

CONTRACTOR TO USE CAUTION WHEN PERFORMING

DEMOLITION AND NEW WORK. IF HAZARDOUS MATERIALS

ARE SUSPECTED, STOP WORK IN THAT AREA AND

CONTACT THE CONTRACTING OFFICER. CONTRACTOR TO

PROVIDE SAMPLES, REPORTS, AND DEMOLITION/DISPOSAL

OF ALL HAZARDOUS MATERIALS.

AREA A AREA B AREA C

VTR

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

3 9

TYP

TYP

TYP

TYP

105'

-0

TYP

TYP

TYP

197' - 2 1/2" ±

411'-7 1/2" ±

8'-0" ±

'-2

/2

3'-4" ± 11'-9" ±

6' -9

/2

4' -6

'-3

/4

DEMOLISH EXISTING ROOFING SYSTEM COMPLETE INCLUDING FLASHINGS AND TAPERED OR FLAT

RIGID INSULATION COMPLETE DOWN TO EXISTING METAL ROOF DECK.

ROD OUT AND FLUSH ALL EXISTING ROOF DRAINS TO FIRST FLOOR CLEAN-OUT. DEMOLISH EXISTING

ROOF DRAIN STRAINER AND CLAMPING RING COMPLETE.

DEMOLISH EXISTING BASE FLASHING FROM METAL PANEL MANSARD WALL COMPLETE.

DEMOLISH EXISTING CURB RAILS AND DUCT SUPPORT BELOW EXISTING STEEL PLATE AT BOTTOM OF

STEEL PIPE SUPPORT COMPLETE. TEMPORARILY SUPPORT DUCTWORK.

DEMOLISH EXISTING DOOR, FRAME AND HARDWARE COMPLETE. MODIFY BOTTOM OF THE EXISTING

OPENING TO ACCOMMODATE NEW INSULATION THICKNESS. THE GOVERNMENT/MARSOC SECURITY

WILL REMOVE THE EXISTING BMS FROM THE DOORS/FRAMES AND WILL REINSTALL IN THE NEW

CONTRACTOR PROVIDED/INSTALLED DOORS/FRAMES.

EXISTING MECHANICAL EQUIPMENT AND CURB TO REMAIN. DEMOLISH EXISTING BASE FLASHING

COMPLETE.

DEMOLISH EXISTING VTR FLASHING AND EXISTING COLLAR COMPLETE. EXISTING VTR TO REMAIN.

DEMOLISH THE FIRST ROW OF EXISTING METAL PANELS COMPLETE. REMOVE PANEL TO NEAREST

HORIZONTAL PANEL JOINT - APPROXIMATELY 3'-8" ± ABOVE ROOF.

TEMPORARILY DISCONNECT, REMOVE, AND SALVAGE ALL LIGHTNING PROTECTION COMPONENTS,

CABLES AND CONNECTION POINTS ATTACHED TO THE ROOF, DUCTS, RTU'S AND STRUCTURAL STEEL

COMPLETE.

EXISTING GROUND RING BELOW GRADE AND DOWN CONDUCTORS MUST REMAIN IN PLACE AND BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION FOR RE-USE.

EXISTING STANDING SEAM METAL PANEL MANSARD ROOF SYSTEM TO REMAIN.

EXISTING PREFINISHED GUTTER AND DOWNSPOUTS TO REMAIN.

TEMPORARILY DISCONNECT POWER, REMOVE, AND SALVAGE THE EXISTING WALL MOUNTED

MECHANICAL EQUIPMENT FOR REUSE - SEE ADDITIONAL NOTES ON G-002.

TEMPORARILY REMOVE AND SALVAGE THE EXISTING WALL MOUNTED ANTENNA FOR REUSE -

COORDINATE WITH MARSOC.

DEMOLISH EXISTING METAL PANELS COMPLETE AROUND EXISTING ACCESS DOORS TO REMAIN.

REMOVE PANEL TO NEAREST HORIZONTAL PANEL JOINT - APPROXIMATELY 3'-8" ABOVE ROOF.

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTIONX":12"

EXISTING ROOF HATCH

EXISTING VENT THROUGH ROOF

VTR(E)

EXISTING ROOF DRAIN

REG. NO.

50565

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SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

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R

R

/2

-0 v

R R

A

R C

H .r v t

AD103

23-0056 BUILDING RR400

PARTIAL ROOF DEMOLITION PLAN -

AREA C

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A D

60040528

PLAN

NORTH

4' 8' 16' 32'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GENERAL NOTES

DEMOLITION KEYNOTES# (APPLIES TO THIS SHEET ONLY)

KEY PLAN

PLAN

NORTH

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

PARTIAL ROOF DEMOLITION PLAN - AREAA C

C. ALL ROOF ACCESS FOR PERSONNEL OBTAINED THROUGH INTERNAL STAIRWELLS. ALL ROOF ACCESS FOR MATERIALS WILL BE OBTAINED VIA CRANE. ESCORTS WILL BE REQUIRED AT ALL TIMES FOR ENTIRE

PROJECT. CONTRACTOR TO PREPARE A PLAN AND COORDINATE WORK RESTRICTIONS, PHASING,

OUTAGES, MATERIAL TRANSPORT TO/FROM ROOF, ETC. THIS PLAN WILL NEED TO BE APPROVED BY THE

USER AND CONTRACTING OFFICER.

HAZARDOUS MATERIALS NOTE:

IF HAZARDOUS MATERIALS ARE FOUND AT THIS FACILITY

CONTRACTOR TO USE CAUTION WHEN PERFORMING

DEMOLITION AND NEW WORK. IF HAZARDOUS MATERIALS

ARE SUSPECTED, STOP WORK IN THAT AREA AND

CONTACT THE CONTRACTING OFFICER. CONTRACTOR TO

PROVIDE SAMPLES, REPORTS, AND DEMOLITION/DISPOSAL

OF ALL HAZARDOUS MATERIALS.

AREA A AREA B AREA C

VTR

VTR

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

D

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

TYP

TYP

2 4

TYP

TYP

TYP

TYP

TYP

TYP

'-1

/1 6"

17'-2 1/2" ±

'-1

/1 6"

N.I.C.

411'-7 1/2" ±

197' - 2 1/2" ± 197' - 2 1/2" ±

10'-6" ±

6' -1

0"

4' -6

5' -1

1"

10'-6" ±

5' -1

1"

4' -6

6' -1

0"

6'-2" ±

8' -5

3' -1

1/

2"

'-3

/2

3'-1 1/2" ±

4' -7

/2

3' -9

/2

6' -1

1"

DEMOLISH EXISTING ROOFING SYSTEM COMPLETE INCLUDING FLASHINGS AND TAPERED OR FLAT

RIGID INSULATION COMPLETE DOWN TO EXISTING METAL ROOF DECK.

ROD OUT AND FLUSH ALL EXISTING ROOF DRAINS TO FIRST FLOOR CLEAN-OUT. DEMOLISH EXISTING

ROOF DRAIN STRAINER AND CLAMPING RING COMPLETE.

DEMOLISH EXISTING BASE FLASHING FROM METAL PANEL MANSARD WALL COMPLETE.

DEMOLISH EXISTING CURB RAILS AND DUCT SUPPORT BELOW EXISTING STEEL PLATE AT BOTTOM OF

STEEL PIPE SUPPORT COMPLETE. TEMPORARILY SUPPORT DUCTWORK.

EXISTING EXHAUST FAN AND CURB TO REMAIN. DEMOLISH EXISTING BASE FLASHING COMPLETE.

EXISTING MECHANICAL EQUIPMENT AND CURB TO REMAIN. DEMOLISH EXISTING BASE FLASHING

COMPLETE.

DEMOLISH EXISTING VTR FLASHING AND EXISTING COLLAR COMPLETE. EXISTING VTR TO REMAIN.

DEMOLISH THE FIRST ROW OF EXISTING METAL PANELS COMPLETE. REMOVE PANEL TO NEAREST

HORIZONTAL PANEL JOINT - APPROXIMATELY 3'-8" ABOVE ROOF.

TEMPORARILY DISCONNECT, REMOVE, AND SALVAGE ALL LIGHTNING PROTECTION COMPONENTS,

CABLES AND CONNECTION POINTS ATTACHED TO THE ROOF, DUCTS, RTU'S AND STRUCTURAL STEEL

COMPLETE.

EXISTING GROUND RING BELOW GRADE AND DOWN CONDUCTORS MUST REMAIN IN PLACE AND BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION FOR RE-USE.

EXISTING STANDING SEAM METAL PANEL MANSARD ROOF SYSTEM TO REMAIN.

EXISTING PREFINISHED GUTTER AND DOWNSPOUTS TO REMAIN.

TEMPORARILY DISCONNECT POWER, REMOVE, AND SALVAGE THE EXISTING WALL MOUNTED

MECHANICAL EQUIPMENT FOR REUSE - SEE ADDITIONAL NOTES ON G-002.

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTIONX":12"

EXISTING VENT THROUGH ROOF

VTR

EXISTING ROOF DRAIN

EXISTING EXHAUST FAN

EF

REG. NO.

50565

R R

M M

A

RCH I T ECT S

P

. C

CHESA PEA KE , VA

R E

G I

S T

E R

E D

A

RC H I T E CT URA

L

C O

R P

O R

A T

I O

N

N O

R T

H C A R O

L I

N A

M

IC

H

AEL L E E

SM

I T H

C H

E

S A

P E A K E

V A

R E

G

I S

TERED AR

H I T

E C T

N O

R

T H

C A R O L

I

N A

15594

C

E1

SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

/1

/2

:2

:5

A

M

B

IM

/2

-0

R

R

/2

-0 v

R R

A

R C

H .r v t

AD102

23-0056 BUILDING RR400

PARTIAL ROOF DEMOLITION PLAN -

AREA B

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A D

60040527

PLAN

NORTH

4' 8' 16' 32'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GENERAL NOTES

DEMOLITION KEYNOTES# (APPLIES TO THIS SHEET ONLY)

KEY PLAN

PLAN

NORTH

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

PARTIAL ROOF DEMOLITION PLAN - AREAA B

A. SEE SHEET A-001 FOR ARCHITECTURAL SYMBOLS, LEGEND, AND ABBREVIATIONS.

B. DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE ITEMS.

C. DIMENSIONS ARE TO STRUCTURAL COLUMN LINE, FACE OF CMU, GIRT OR METAL STUD UON.

D. ALL WORK IS NEW UNLESS SPECIFICALLY REFERRED TO AS EXISTING.

E. CAULKING/SEALANT IS REQUIRED AT ALL LOCATIONS PRESENTLY HAVING OR NORMALLY REQUIRING CAULKING/SEALANT INCLUDING BUT NOT NECESSARILY LIMITED TO: DOORS, WINDOWS, LOUVERS, VENTS, AND MASONRY CONTROL AND EXPANSION JOINTS. ALL REQUIRED SEALANT MOVEMENT JOINTS AT PERIMETER WALLS AND FRAMES MUST BE INSTALLED PER TCNA (EJ171 MOVEMENT JOINT GUIDELINES FOR

CERAMIC, GLASS, AND STONE).

F. THE CONTRACTOR MUST PROVIDE APPROVED U.L. RATED FIRESTOP SYSTEMS FOR ALL PENETRATIONS

THROUGH RATED WALLS, PARTITIONS, FLOORS, AND CEILINGS.

G. WHERE EXISTING ITEMS WERE REMOVED FROM CONSTRUCTION TO REMAIN, PATCH EXISTING SURFACES

TO MAKE THE REPAIR IMPERCEPTIBLE.

H. ALL MATERIALS SHALL BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED AS

EXISTING OR AS PROVIDED BY THE GOVERNMENT.

I. WHERE NEW WORK IS REQUIRED AND DRAWINGS AND SPECIFICATIONS ARE NOT SPECIFIC AS TO TYPE AND QUALITY OF WORK, PROVIDE TYPE AND QUALITY EQUAL TO OR BETTER THAN CORRESPONDING WORK ON EXISTING BUILDING. IN THE ABSENCE OF ANY CORRESPONDING WORK ON EXISTING BUILDING, PROVIDE FIRST QUALITY INDUSTRY STANDARD COMPATIBLE TO EXISTING BUILDING. CONTRACTING OFFICER SHALL

MAKE FINAL DETERMINATION OF WHETHER OR NOT CONTRACTOR’S PROPOSED WORK COMPLIES.

J. ALL ROOF ACCESS FOR PERSONNEL OBTAINED THROUGH INTERNAL STAIRWELLS. ALL ROOF ACCESS FOR MATERIALS WILL BE OBTAINED VIA CRANE. ESCORTS WILL BE REQUIRED AT ALL TIMES FOR ENTIRE

PROJECT. CONTRACTOR TO PREPARE A PLAN AND COORDINATE WORK RESTRICTIONS, PHASING,

OUTAGES, MATERIAL TRANSPORT TO/FROM ROOF, ETC. THIS PLAN WILL NEED TO BE APPROVED BY THE

USER AND CONTRACTING OFFICER.

K. WHERE DISCREPANCIES OCCUR BETWEEN CONTRACT DRAWING ROOF DETAILS AND ROOFING

MANUFACTURER DETAILS, OR A DETAIL IS NOT SPECIFICALLY INDICATED, THE MANUFACTURER DETAIL AND

WRITTEN INSTRUCTIONS SHALL GOVERN.

L. SEE ENLARGED PLANS FOR SPECIFIC NEW WORK NOTES AND DIMENSIONS.

AREA A AREA B AREA C

VTR

VTR

VTR

VTR

VTR

VTR

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

470'-0" ±

413'-9 1/2" ±

'-1

/1 6"

'-1

/4

3' -8

/2

'-1

/4

95'-9 1/2" ±

197'-2 1/2" ± 197'-2 3/8" ±

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTION

DIRECTION OF ROOF SLOPE

X":12"

VENT THROUGH ROOF

VTR

EXHAUST FAN

EF

REG. NO.

50565

R R

M M

A

RCH I T ECT S

P

. C

CHESA PEA KE , VA

R E

G I

S T

E R

E D

A

RC H I T E CT URA

L

C O

R P

O R

A T

I O

N

N O

R T

H C A R O

L I

N A

M

IC

H

AEL L E E

SM

I T H

C H

E

S A

P E A K E

V A

R E

G

I S

TERED AR

H I T

E C T

N O

R

T H

C A R O L

I

N A

15594

C

E1

SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

/1

/2

:2

:1

A

M

B

IM

/2

-0

R

R

/2

-0 v

R R

A

R C

H .r v t

A-100

23-0056 BUILDING RR400

OVERALL ROOF PLAN

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A -1

60040529

GENERAL NOTES

KEY PLAN

PLAN

NORTH

PLAN

NORTH

8' 16' 32' 64'0'

1/16" =1'-0"SCALE:

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

SCALE: 1/16" = 1'-0"

OVERALL ROOF PLAN

AREA A AREA B AREA C

VTR

VTR

VTR

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

-1

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

TYP

TYP

9 10

9 10

TYP

5 5

TYP

2 4

A-401

A-401

13 13

15 15

A-301

A-301

A-301

9 10

9 10

A-301

TYP

TYP

1/

2"

'-4

/4

3'

-8

/2

'-4

3/

3/

8"

1'-10 7/8" 10'-3 5/8"

1'-6"

2' -1

5/

8" 3'

-5

/8

'-8

/8

1' -6

/1

6"

TYP

TYP

TYP

18 18

411'-7 1/2" ±

197' - 2 1/2" ±

10'-6" ± 3'-4" ±

'-2

/2

8'-0" ±

9' -1

1/

2"

4' -6

6' -9

/2

PROVIDE 3-PLY MODIFIED BITUMEN ROOF SYSTEM, FLASHING, BLOCKINGS, 5/8" COVER BOARD, AND MIN R-30 RIGID INSULATION. TAPER INSULATION AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AROUND ALL

ROOFTOP APPURTENANCES TO ROOF DRAINS.

PROVIDE NEW ROOF DRAIN STRAINER AND CLAMPING RING COMPATIBLE WITH EXISTING 4" DIAMETER

ROOF DRAIN BODY -TYP ALL DRAIN LOCATIONS - SEE DETAIL 4/A-501.

PROVIDE NEW COUNTERFLASHING AND MODIFIED BITUMEN MEMBRANE BASE FLASHING - SEE DETAIL 9/A-501.

PROVIDE NEW PREFABRICATED PIPE SUPPORTS FOR EXISTING DUCTWORK - SEE DETAIL 2/A-501.

PROVIDE NEW BASE FLASHING AT EXISTING BOILER FLUE AND CURB TO REMAIN - SEE DETAIL 8/A-501.

PROVIDE NEW BASE FLASHING. EXISTING MECHANICAL EQUIPMENT AND CURB TO REMAIN - SEE DETAIL 1/A-501.

PROVIDE NEW VTR FLASHING - SEE DETAIL 3/A-501.

PROVIDE NEW 2'-6" X 2'-6" WALKWAY PADS AS SHOWN SPACED 6" APART TYPICAL.

RECONNECT ALL SALVAGED LIGHTNING PROTECTION COMPONENTS, CABLES AND CONNECTION POINTS ATTACHED TO THE ROOF, DUCTS, RTU'S, MECHANICAL EQUIPMENT AND STRUCTURAL STEEL COMPLETE.

PROVIDE NEW ADHERED METAL CABLE CLIPS. ENSURE THAT REINSTALLED LIGHTING PROTECTION MEETS

CURRENT CODE COMPLIANCE AND RESTORED TO FULL FUNCTIONALITY UPON REINSTALLATION.

EXISTING GROUND RING BELOW GRADE AND DOWN CONDUCTORS MUST REMAIN IN PLACE AND BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION FOR RE-USE.

EXISTING STANDING SEAM METAL PANEL MANSARD ROOF SYSTEM TO REMAIN.

EXISTING PREFINISHED GUTTER AND DOWNSPOUTS TO REMAIN.

PROVIDE NEW PREFINISHED METAL WALL PANEL - MATCH EXISTING PROFILE AND COLOR (WIDTH IS 36" ±).

PROVIDE NEW INSULATED AND HOT DIPPED GALVANIZED STEEL DOOR AND FRAME. MODIFY BOTTOM OF

EXISTING OPENING TO ACCOMMODATE NEW INSULATION THICKNESS - SEE DETAIL 1/A-502.

PROVIDE CRICKET WITH POSITIVE DRAINAGE AROUND EXISTING MECHANICAL CURB.

PROVIDE 2'-6" X 2'-6" SUMP AT EXISTING ROOF DRAIN - SEE DETAIL 4/A-501.

12' ± TALL HOT-DIPPED GALVANIZED STEEL ACCESS LADDER - SEE STRUCTURAL DRAWINGS AND DETAIL

1/A-301. TIE NEW LADDER INTO THE EXISTING LIGHTNING PROTECTION SYSTEM.

REINSTALL AND RECONNECT SALVAGED WALL MOUNTED MECHANICAL EQUIPMENT - SEE ADDITIONAL

NOTES G-002.

CONTRACTOR TO MODIFY AND PROVIDE NEW SUPPORT PLATES TO RAISE VIBRATION ISOLATORS UP TO SUFFICIENT HEIGHT FOR DETAIL TO WORK, OR RELOCATE THE SUPPORT PLATES TO THE UPPER FAN

BRACKETS.

INSTALL NEW METAL PANELS AROUND EXISTING ACCESS DOORS TO REMAIN, PROVIDE NEW FLASHING, TRIM, AND CLOSURE PIECES AS REQUIRED TO MAKE INSTALLATION WATER TIGHT.

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTION

DIRECTION OF ROOF SLOPE

X":12"

VENT THROUGH ROOF

VTR

EXHAUST FAN

EF

REG. NO.

50565

R R

M M

A

RCH I T ECT S

P

. C

CHESA PEA KE , VA

R E

G I

S T

E R

E D

A

RC H I T E CT URA

L

C O

R P

O R

A T

I O

N

N O

R T

H C A R O

L I

N A

M

IC

H

AEL L E E

SM

I T H

C H

E

S A

P E A K E

V A

R E

G

I S

TERED AR

H I T

E C T

N O

R

T H

C A R O L

I

N A

15594

C

E1

SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

/1

/2

:2

:1

A

M

B

IM

/2

-0

R

R

/2

-0 v

R R

A

R C

H .r v t

A-101

23-0056 BUILDING RR400

PARTIAL ROOF PLAN - AREA A

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A -1

60040530

KEYNOTES

GENERAL NOTES

KEY PLAN

PLAN

NORTH

A. SEE SHEET A-001 FOR ARCHITECTURAL SYMBOLS, LEGEND, AND ABBREVIATIONS.

B. SEE SHEET A-100 FOR GENERAL NOTES.

C. SEE SHEET A-100 FOR OVERALL DIMENSIONS.

D. ENSURE FINAL WALKPAD LAYOUT PROVIDES ACCESS TO ALL SERVICES POINTS AND CLEARANCES. FIELD VERIFY CLEARANCES AND SERVICE POINTS AND COORDINATE THE FINAL WALKPAD LAYOUTS WITH THE

GOVERNMENT.

PLAN

NORTH

4' 8' 16' 32'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

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

PARTIAL ROOF PLAN - AREA A

VTR

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

D

M A

T C

H L

IN

E

S E

E A

-1

M A

T C

H L

IN

E

S E

E A

D

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

1/ 4"

:1 2"

TYP

TYP

A-301

A-301

9 10

TYP

SIM

A-301

9 10 9 10

TYP

TYP

TYP

TYP

TYP

TYP

10 9

'-1

/1 6"

17'-2 1/2" ±

'-1

/1 6"

411'-7 1/2" ±

10'-6" ±

6' -1

0"

4' -6

5' -1

1"

10'-6" ±

5' -1

1"

4' -6

6' -1

0"

6'-2" ±

8' -5

3' -1

1/

2"

'-3

/2

3'-1 1/2" ±

4' -7

/2

3' -9

/2

6' -1

1"

197' - 2 1/2" ± 197' - 2 1/2" ±

PROVIDE 3-PLY MODIFIED BITUMEN ROOF SYSTEM, FLASHING, BLOCKINGS, 5/8" COVER BOARD, AND MIN R-30 RIGID INSULATION. TAPER INSULATION AS REQUIRED TO PROVIDE POSITIVE DRAINAGE

AROUND ALL ROOFTOP APPURTENANCES TO ROOF DRAINS.

PROVIDE NEW ROOF DRAIN STRAINER AND CLAMPING RING COMPATIBLE WITH EXISTING 4" DIAMETER

ROOF DRAIN BODY -TYP ALL DRAIN LOCATIONS - SEE DETAIL 4/A-501.

PROVIDE NEW COUNTERFLASHING AND MODIFIED BITUMEN MEMBRANE BASE FLASHING - SEE DETAIL 9/A-501.

PROVIDE NEW PREFABRICATED PIPE SUPPORTS FOR EXISTING DUCTWORK - SEE DETAIL 2/A-501.

PROVIDE NEW BASE FLASHING. EXISTING EXHAUST FAN AND CURB TO REMAIN - SEE DETAIL 1/A-501.

PROVIDE NEW BASE FLASHING. EXISTING MECHANICAL EQUIPMENT AND CURB TO REMAIN - SEE DETAIL 1/A-501.

PROVIDE NEW VTR FLASHING - SEE DETAIL 3/A-501.

PROVIDE NEW 2'-6" X 2'-6" WALKWAY PADS AS SHOWN SPACED 6" APART TYPICAL.

RECONNECT ALL SALVAGED LIGHTNING PROTECTION COMPONENTS, CABLES AND CONNECTION

POINTS ATTACHED TO THE ROOF, DUCTS, RTU'S, MECHANICAL EQUIPMENT AND STRUCTURAL STEEL COMPLETE. PROVIDE NEW ADHERED METAL CABLE CLIPS. ENSURE THAT REINSTALLED LIGHTING

PROTECTION MEETS CURRENT COMPLIANCE AND RESTORED TO FULL FUNCTIONALITY UPON

REINSTALLATION.

EXISTING GROUND RING BELOW GRADE AND DOWN CONDUCTORS MUST REMAIN IN PLACE AND BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION FOR RE-USE.

EXISTING STANDING SEAM METAL PANEL MANSARD ROOF SYSTEM TO REMAIN.

EXISTING PREFINISHED GUTTER AND DOWNSPOUTS TO REMAIN.

PROVIDE NEW PREFINISHED METAL WALL PANEL - MATCH EXISTING PROFILE AND COLOR (WIDTH IS 36"

PROVIDE CRICKET WITH POSITIVE DRAINAGE AROUND EXISTING MECHANICAL CURB.

PROVIDE 2'-6" X 2'-6" SUMP AT EXISTING ROOF DRAIN - SEE DETAIL 4/A-501.

REINSTALL AND RECONNECT SALVAGED WALL MOUNTED MECHANICAL EQUIPMENT - SEE ADDITIONAL

NOTES G-002.

ROOF PLAN LEGEND

SYMBOL DESCRIPTION

ROOF SLOPE AND DIRECTION

DIRECTION OF ROOF SLOPE

X":12"

VENT THROUGH ROOF

VTR

EXHAUST FAN

EF

REG. NO.

50565

R R

M M

A

RCH I T ECT S

P

. C

CHESA PEA KE , VA

R E

G I

S T

E R

E D

A

RC H I T E CT URA

L

C O

R P

O R

A T

I O

N

N O

R T

H C A R O

L I

N A

M

IC

H

AEL L E E

SM

I T H

C H

E

S A

P E A K E

V A

R E

G

I S

TERED AR

H I T

E C T

N O

R

T H

C A R O L

I

N A

15594

C

E1

SCALE: SHEET

DES.

CHK.

OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AS NOTED

DR.

DESIGN DIR.

SUBMITTED BY:

APPROVED: PWO OR OICC

SATISFACTORY TO:

SPEC.

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

SIZE CODE IDENT. NO NAVFAC DRAWING NO.

80091 CONST. CONTR.

J Franklin Orr, PE

DATE

DATE

FINAL

06-11-2024

06/11/2024

/1

/2

:2

:2

A

M

B

IM

/2

-0

R

R

/2

-0 v

R R

A

R C

H .r v t

A-102

23-0056 BUILDING RR400

PARTIAL ROOF PLAN - AREA B

MLS

WTP

KJS

ROOF REPAIRS

05-23-0056

A -1

60040531

KEYNOTES

GENERAL NOTES

KEY PLAN

PLAN

NORTH

A. SEE SHEET A-001 FOR ARCHITECTURAL SYMBOLS, LEGEND, AND ABBREVIATIONS.

B. SEE SHEET A-100 FOR GENERAL NOTES.

C. SEE SHEET A-100 FOR OVERALL DIMENSIONS.

D. ENSURE FINAL WALKPAD LAYOUT PROVIDES ACCESS TO ALL SERVICES POINTS AND CLEARANCES. FIELD VERIFY CLEARANCES AND SERVICE POINTS AND COORDINATE THE FINAL WALKPAD LAYOUTS WITH THE

GOVERNMENT.

4' 8' 16' 32'0'

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

GRAPHIC…