Attachment D AS124 Dwgs_Part1of2.pdf

PDF 8 MB Posted

Attached to
IDIQ SB MACC, General Construction, MCI East AOR
Solicitation number
N4008521R1215
Issued by

About this file

This document is a request for proposal for an indefinite delivery/indefinite quantity multiple award construction contract to provide general construction services for facilities under the Marine Corps Installations East area of responsibility. The Naval Facilities Engineering Command seeks to award multiple IDIQ contracts for a one-year base period and four one-year options. Construction services will include new construction, repair, alteration, and renovation of facilities. The total contract value is not to exceed $500 million. Offerors must be small businesses and have a minimum of 5 years of relevant construction experience. Proposals are due by January 15, 2022. Awards will be fixed-price task orders. At least 50% of the total contract value will be set aside for small businesses owned and controlled by service-disabled veterans.

View the file

Other files

Show all 21

On GovTribe

Work with this file

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

Text version

TRAVEL DISTANCE TO AN EXIT

TWO PATHS OF EGRESS AVAILABLE

COMMON PATH TO POINT WHERE

CEILING MOUNT EXIT SIGN

WALL MOUNT LIGHTED EXIT SIGN

DIRECTION ARROW

LIGHTED / SIDE FACE

EXIT SIGNS

LEGEND

EGRESS ELEMENT (DOOR, STAIR, ETC.)

EGRESS WIDTH (CLEAR)

EXIT WIDTH PER PERSON (IN.)

FIRE EXTINGUISHER CABINET

ACTUAL (PEOPLE)

FIRE EXTINGUISHER

CAPACITY (PEOPLE)

2 HOUR FIRE WALL

tt

WAREHOUSE CODE ANALYSIS:

OCCUPANCY CLASSIFICATION:

MODERATE HAZARD STORAGE OCCUPANCY "S-1"

CONSTRUCTION TYPE: V-B NON-RATED NON-COMBUSTIBLE CONSTRUCTION

STRUCTURAL FRAME: 0 HR. RATED

BEARING WALLS: 0 HR. RATED

NON-BEARING WALLS: 0 HR. RATED, INTERIOR

0 HR. RATED, EXTERIOR

FLOOR: 0 HR. RATED

ROOF: 0 HR. RATED

FIRE SUPPRESSION: NOT SPRINKLERED

ALLOWABLE AREA (S-1) S-1

BASE 17,500

TOTAL/FLOOR: 17,500

ACTUAL AREA (S.F. ±): 3,168

ALLOWABLE & ACTUAL EGRESS DISTANCES (FT.):

ALLOWABLE ACTUAL

TRAVEL DISTANCE 200 67

COMMON PATH 50 NA

DEAD END CORRIDOR 50 NA

BUILDING HEIGHT (ACTUAL / ALLOWABLE):

STORIES: 1 / 2 (BASED ON SPRINKLERED V-B CONSTRUCTION)

FEET: 18 + / 55 (BASED ON SPRINKLERED V-B CONSTRUCTION)

EXITS (ACTUAL/REQUIRED):

LEVEL1: 2 / 2 (BASED ON 7 OCCUPANTS)

BASED ON:

2018 NFPA 101 LIFE SAFETY CODE

2015 INTERNATIONAL BUILDING CODE

2018 NFPA 10 PORTABLE FIRE EXTINGUISHER

2017 NFPA 70 NATIONAL ELECTRICAL CODE

2019 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2017 NFPA 80A RECOMMENDED PRACTICE FOR PROTECTION OF BUILDING FROM

EXTERIOR FIRE EXPOSURE

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES 25-3-2018

UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQM'TS) 20-6-2016

UFC 4-010-01 MINIMUM ANTITERRORISM STANDARDS 12-12-2019

IN

RT

N

JE

NO

L.

T E

NA

040804

E NG

F

NI EER

OL

V

SEAL

S

A

SFORP

E H C

I

AL

OI N

OR L

T

E R

07/27/2018

MAINTENANCE SHOP CODE ANALYSIS:

OCCUPANCY CLASSIFICATION:

MODERATE HAZARD STORAGE OCCUPANCY "S-1"

CONSTRUCTION TYPE: V-B NON-RATED NON-COMBUSTIBLE CONSTRUCTION

STRUCTURAL FRAME: 0 HR. RATED

BEARING WALLS: 0 HR. RATED

NON-BEARING WALLS: 0 HR. RATED, INTERIOR

0 HR. RATED, EXTERIOR

FLOOR: 0 HR. RATED

ROOF: 0 HR. RATED

FIRE SUPPRESSION: NOT SPRINKLERED

ALLOWABLE AREA (S-1) S-1

BASE 17,500

TOTAL/FLOOR: 17,500

ACTUAL AREA (S.F. ±): 2,480

ALLOWABLE & ACTUAL EGRESS DISTANCES (FT.):

ALLOWABLE ACTUAL

TRAVEL DISTANCE 200 78

COMMON PATH 50 22

DEAD END CORRIDOR 50 10

BUILDING HEIGHT (ACTUAL / ALLOWABLE):

STORIES: 1 / 2 (BASED ON SPRINKLERED V-B CONSTRUCTION)

FEET: 18 + / 55 (BASED ON SPRINKLERED V-B CONSTRUCTION)

EXITS (ACTUAL/REQUIRED):

LEVEL1: 3 / 2 (BASED ON 8 OCCUPANTS)

EXITS SERVING INDIVIDUAL ROOMS ARE NOT INCLUDED.

MAINTENANCE SHOP OCCUPANT LOAD:

USE/ROOM AREA SF/PERSON LOAD

SHOP 1245 150 5

STORAGE 1235 500 3

TOTAL 8

GENERAL NOTES:

1. THE WAREHOUSE PORTION OF THE FACILITY IS SEPARATED BY A 2-HOUR FIRE WALL IN ACCORDANCE WITH

IBC 503.1, ALLOWING THE WAREHOUSE TO BE CONSIDERED A SEPARATE BUILDING FROM THE

MAINTENANCE SHOP.

2. PER UFC 3-600-01 4-44.2.1.1 SPRINKLER SYSTEMS CAN BE OMITTED IN WAREHOUSES

AND STORAGE OCCUPANCIES LESS THAN 5,000 SQ. FT. IF APPROVED BY DFPE. THE PLANNING

SECTION OF UFC 3-600-01 1-12.12.1 IS USED TO DETERMINE THE NEED FOR A SPRINKLER SYSTEM AND LOOKS

AT FIVE CRITERIA: 1) IS THE COMMODITY CRITICAL TO OPERATIONS; 2) DOES IT POSE A SEVERE FIRE HAZARD;

3) IS IT OF HIGH MONETARY VALUE; 4) DOES IT POSE AN ENVIRONMENTAL OR HEALTH RISK; 5) DOES THE

FACILITY EXPOSE IMPORTANT STRUCTURES.

1) THE COMMODITY STORED IS MOSTLY WOOD AND GENERAL CARPENTRY MATERIALS AND TOOLS USED

FOR FACILITY MAINTENANCE. THESE ARE NOT CRITICAL MATERIALS TO THE OPERATIONS OF THE MARINE

CORPS' MISSION.

2) THESE COMMODITIES ARE LESS OF A FIRE HAZARD THAN THE CORPS' MINIMUM DESIGN REQUIREMENT OF

CLASS IV COMMODITIES PER 3-600-01 4-44.2.3.1. NFPA 13 TABLE A 20.3. LISTS WOOD AS A CLASS III

COMMODITY.

3) WOOD AND GENERAL CARPENTRY MATERIALS AND TOOLS WOULD NOT BE CONSIDERED OF HIGH MONETARY

VALUE IN COMPARISON TO OTHER ITEMS STORED ELSEWHERE TO SUPPORT THE MARINE CORPS MISSION.

4) THE COMMODITIES STORED ARE NOT CONSIDERED TOXIC IN ACCORDANCE WITH THE INTERNATIONAL

BUILDING CODE AND DO NOT POSE AN ENVIRONMENTAL OR HEALTH RISK.

5) THE BUILDING IS +/- 100 FT. FROM THE NEAREST STRUCTURES. PER NFPA 80A TABLE 4.3.7.3 CALCULATIONS, A SEPARATION DISTANCE OF 27.5 FT. IS REQUIRED. THE EXISTING SEPARATION EXCEEDS THIS DISTANCE BY

40%. THEREFORE NO EXPOSURE HAZARD EXISTS TO THE SURROUNDING STRUCTURES.

100 FT. / 17.25 FT. = 5.8

GUIDE # = 1.3 (MODERATE FIRE LOAD WITH 14% UNPROTECTED OPENINGS)

(1.3 X 17.25 FT.) + 5 FT. = 27.5 FT.

3. PER UFC 3-600-01 3-3.1.1, NFPA 101 42.3.4.1.2 AND UFC 4-010-01 1-7, NEITHER A FIRE ALARM NOR MASS

NOTIFICATION SYSTEM ARE REQUIRED. BOTH BUILDINGS ARE LESS THAN 10,000 SQ. FT., HOUSE ORDINARY

HAZARD CONTENTS AND ARE NOT ROUTINELY INHABITED BY 11 OR MORE PERSONNEL.

WAREHOUSE OCCUPANT LOAD:

USE/ROOM AREA SF/PERSON LOAD

STORAGE 3186 500 7

TOTAL 7

P:\TAS\Bldg. AS124 Academic Instruction - 4802.00\Working Dwgs\AS124_WORKING_TEMPLATE.dwg, 2/6/2020 12:22:11 PM, DWG To PDF.pc3 t t t t t t t t t

IN

RT

N

JE

NO

L.

T E

NA

040804

E NG

F

NI EER

OL

V

SEAL

S

A

SFORP

E H C

I

AL

OI N

OR L

T

E R

06/27/2018

KEY NOTES:

SHELF STORAGE

1. REFERENCE LS-1 FOR CODE ANALYSIS AND LEGEND.

SHEET NOTES:

P:\TAS\Bldg. AS124 Academic Instruction - 4802.00\Working Dwgs\AS124_WORKING_TEMPLATE.dwg, 2/6/2020 12:22:47 PM, DWG To PDF.pc3

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON

SPEC. 05-17-0075 34

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

60024413

NEW BERN, NC 28561

(252) 633-0068

P.O. BOX 15564

LICENSE NO. C-0706

NO WETLANDS EXIST WITHIN

THE PROJECT LIMITS OF DISTURBANCE

Digitally signed by John K Avolis

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON

SPEC. 05-17-0075 34

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

60024414

NEW BERN, NC 28561

(252) 633-0068

P.O. BOX 15564

LICENSE NO. C-0706

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON

SPEC. 05-17-0075 34

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

60024415

NEW BERN, NC 28561

(252) 633-0068

P.O. BOX 15564

LICENSE NO. C-0706

T H BURTON, PE

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

CAMP LEJEUNE, NORTH CAROLINA

05-17-0075

N40085-17-D-0859

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com c Copyright 2019 CBHF Engineers, PLLC

Engineers, PLLC

NC# P-0506

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-1

JULY 27, 2018

P-1

ABBREVIATIONS AND DETAILS

JBS

JBS

DMH

60024426

SCHEDULE, LEGEND, LOADS

PLUMBING ABBREVIATIONS

(X)

EXISTING

BRZ. BRONZE

CO CLEANOUT

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

EWH ELECTRIC WATER HEATER

FD FLOOR DRAIN

GCO GRADE CLEANOUT

GPF GALLONS PER FLUSH

HB HOSE BIBB

LAV LAVATORY

NAT. NATURAL GAS

O.F.L.C. OPEN FRONT LESS COVER

SA WATER HAMMER ARRESTOR

V VENT

VB VACUUM BREAKER

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WF WALL FAUCET

PLUMBING LOADS

WASTE (DRAINAGE FIXTURE UNITS)

WATER 20 GPM

PLUMBING LEGEND

COMPRESSED AIR PIPING

DOMESTIC COLD WATER PIPING

GAS PIPING (NAT. OR LP)

SANITARY VENT PIPING

SANITARY WASTE PIPING

BACKFLOW PREVENTION DEVICE

BALL VALVE

FLOOR DRAIN

GAS-REGULATOR VALVE

SHUTOFF VALVE IN RISER

GRADE CLEANOUT

HOSE BIBB

PIPE ELBOW

PIPE ELBOW DOWN

PIPE ELBOW UP

PIPE TEE

PIPE TEE DOWN

PIPE TEE UP

DEMOLITION KEYED NOTE TAG

NEW WORK KEYED NOTE

POINT OF CONNECTION - NEW TO EXISTING

PRESSURE REDUCING VALVE

WALL CLEANOUT

WATER HAMMER ARRESTOR

NG

FD

GCO

HB

WCO

SA

EXTENT OF DEMOLITION

PLUMBING FIXTURE SCHEDULE

DRAWING

CODE

FIXTURE DESCRIPTION NOTES PIPE SIZE

DCW DHW WASTE VENT

WC1

FLUSH VALVE WATER CLOSET,

FLOOR MTD., 1.6GPF

BOWL

16.5" HIGH BOWL, ELONGATED, V.C., 2-1/8" TRAPWAY; TOP SPUD

3 1" - 4" 2"

FLUSH VALVE

11.5" HIGH, 1.6GPF

SEAT

OFLC w/ SELF-SUSTAINING S.S. CHECK HINGE; HEIGHT 17-19" AFF

LAV1

COUNTERTOP LAVATORY,

0.5GPM

BOWL 20x17 VITREOUS CHINA

1,2,4 1/2" 1/2" 2" 2"

FAUCET

4" CENTERSET, SINGLE LEVER HANDLE, SOLID BRASS CONSTRUCTION, CERAMIC CARTRIDGE, HIGH

TEMP LIMIT STOP

DRAIN GRID STRAINER

MIXING VALVE

LEAD FREE THERMOSTATIC MIXING VALVE - SETPOINT = 90°F INSTALL ON HOT WATER SUPPLY, ASSE

EWH1

TANKLESS ELECTRIC WATER

HEATER

FIXT

WALL MOUNTED TANKLESS WATER HEATER, 2,5kW, 208V/1PH

1/2" 1/2"

GCO GRADE CLEANOUT FIXT

C.I. BODY, RECESSED BRONZE PLUG.

- - MATCH -

WCO WALL CLEANOUT FIXT

ROUND S/S ACCESS COVER & SCREW, RECESS BRONZE THRD. PLUG

- - MATCH -

FD1 FLOOR DRAIN FIXT

ADJUSTABLE, SCH. 40 HUB CONNECTION, ABS/PVC BASE ADAPTOR, NICKEL BRONZE CONDENSATE

FUNNEL

- - MATCH -

HB1 INTERIOR HOSE BIBB FIXT

POLISHED CHROME, VACUUM BREAKER, WHEEL HANDLE, 3/4" HOSE THREAD

1/2" - - -

WF1 EXTERIOR WALL FAUCET FIXT

POWDER COATED, 3/4"HOSE THREAD, ANTI-SIPHON

3/4" - - -

DCV BACKFLOW PREVENTER FIXT

DOUBLE CHECK VALVE, LEAD FREE

MATCH

NOTES

1. PROVIDE BRASS 1-1/2" TAILPIECE, CAST BRASS SLIP JOINT P-TRAP WITH CLEANOUT

4. COORDINATE WITH MILLWORK.

3. TRIP LEVER OR FLUSH HANDLE TO BE LOCATED ON WIDE SIDE OF STALL OR TOILET ROOM.

4. PROVIDE 1/2" IPS X 3/8" OD ANGLE BRASS STOP(S) WITH RIGID COPPER RISERS. ALL EXPOSED PIPING SHALL BE CHROME PLATED.

NOTE: CLEANOUT TO BE FLUSH WITH FINISHED WALL.

WALL CLEANOUT (WCO)

GRADE CLEANOUT (GCO)

BALANCE OF PIPING

SAME AS CLEANOUT

TO GRADE

1/8 BEND

16"SQUARE CONCRETE PAD

TROWEL SMOOTH AND EDGE

FINISH GRADE

BRASS CLEANOUT PLUG WITH

COUNTERSUNK HEAD

WASTE LINE

CHROME WALL

COVER AND

SCREW

MAY EXTEND AS A DRAIN

OR WASTE LINE

WALL

PLUGGED

TEE WITH

CLEANOUT

PIPE

1/8 BEND IF

CLEANOUT OCCURS

AT END OF LINE.

FAUCET

LAVATORY

DOMESTIC COLD WATER

DOMESTIC HOT WATER

P-TRAP

ELECTRIC INSTANTANEOUS WATER HEATER

FLOOR

AGA APPROVED GAS VALVE

PRESSURE REGULATOR, MAINTAIN

MANUFACTURERS RECOMMENDED DISTANCE

FROM UNIT HEATER, TYPICAL. REFER TO GAS

PIPING PLAN FOR PIPE SIZES UPSTREAM OF

REGULATOR. REFER TO EQUIPMENT

MANUFACTURERS GUIDELINES FOR PIPE

SIZES DOWN STREAM OF REGULATOR

PRESSURE

PORT

GAS PIPING

DIRT LEG

AGA APPROVED GAS

VALVE

AGA APPROVED FLEXIBLE

CONNECTOR

NOT TO SCALE

CLEANOUT DETAILS

NOT TO SCALE

INSTANTANEOUS WATER HEATER DETAIL

NOT TO SCALE

GAS APPLINACE CONNECTION DETAIL

A

ALWAYS INSTALL IN

UPRIGHT POSITION

A

1/2

3/4

SIZE

1-11

12-32

RATING

33-60

61-113

155-330

114-154

1 1/4

1 1/2

A

B

P.D.I. SYMBOL

C

D

F

E

FIXTURE UNIT

JOSAM NO.

7505-S

7506-S

7504-S

7503-S

7502-S

7501-S

HAMMER ARRESTOR, PDI INSTITUTE

SIZE AS INDICATED ON PLAN AND

SCHEDULE

INSTALL BALL VALVE

PRIOR TO HAMMER

ARRESTOR

DOMESTIC WATER

PIPING

COMPRESSION

CHAMBER

SHELL

PISTON

NIPPLE

NOT TO SCALE

HAMMER ARRESTOR DETAIL AND SCHEDULE

GAS LOAD SCHEDULE

FIXTURE TAG DESCRIPTION BTUH RATING QUANTITY TOTAL

GUH01 GAS-FIRED UNIT HEATER

30,000

30,000

GUH02 GAS-FIRED UNIT HEATER

30,000

30,000

GUH03 GAS-FIRED UNIT HEATER

30,000

30,000

GUH04 GAS-FIRED UNIT HEATER

30,000

30,000

GUH05 GAS-FIRED UNIT HEATER

30,000

30,000

GUH06 GAS-FIRED UNIT HEATER

30,000

30,000

GUH07 GAS-FIRED UNIT HEATER

30,000

30,000

GUH08 GAS-FIRED UNIT HEATER

30,000

30,000

GUH09 GAS-FIRED UNIT HEATER

30,000

30,000

GUH10 GAS-FIRED UNIT HEATER

30,000

30,000

TOTAL LOAD

300,000

BUILDING SERVICE GAS PRESSURE

2 psi

WALL FAUCETWF

PLUMBING GENERAL NOTES

PLUMBING DEMOLITION NOTES

AutoCAD SHX Text

TALLEY & SMITH ARCHITECTURE INC.

AutoCAD SHX Text

P.O. BOX 518 SHELBY, NC 28151-0518

AutoCAD SHX Text

409 EAST MARION ST. SHELBY, NC 28150

AutoCAD SHX Text

DES.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SATISFACTORY TO:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

CODE IDENT. NO.

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text 80091

AutoCAD SHX Text

SYM.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text 23551

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text M.

AutoCAD SHX Text D

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

SEAL

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text

1. SCOPE OF WORK: THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS DESCRIBE SCOPE OF WORK REQUIRED FOR SCOPE OF WORK: THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS DESCRIBE SCOPE OF WORK REQUIRED FOR PLUMBING SYSTEMS. LABOR AND MATERIAL SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE, WORKMANLIKE INSTALLATION OF ALL SYSTEMS SHOWN ON DIAGRAMMATIC DRAWINGS AND/OR AS SPECIFIED HEREIN. 2. CONTRACTOR: THE WORD "CONTRACTOR", “PLUMBING CONTRACTOR”, AND "P.C." AS USED HEREIN SHALL MEAN THE CONTRACTOR: THE WORD "CONTRACTOR", “PLUMBING CONTRACTOR”, AND "P.C." AS USED HEREIN SHALL MEAN THE PLUMBING CONTRACTOR”, AND "P.C." AS USED HEREIN SHALL MEAN THE , AND "P.C." AS USED HEREIN SHALL MEAN THE PLUMBING INSTALLER UNLESS OTHERWISE QUALIFIED. 3. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND MAY NOT COMPLETELY DESCRIBE EVERY DETAIL OF THE INSTALLATION. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND MAY NOT COMPLETELY DESCRIBE EVERY DETAIL OF THE INSTALLATION. HOWEVER, CONTRACTOR IS RESPONSIBLE FOR FURNISHING COMPLETE SYSTEMS INCLUDING ALL REQUIRED EQUIPMENT AND ACCESSORIES TO OBTAIN FULLY FUNCTIONING PLUMBING SYSTEMS. 4. CODE COMPLIANCE: COMPLY WITH THE LATEST EDITIONS OF THE FOLLOWING STANDARDS AND CODES, INSOFAR AS CODE COMPLIANCE: COMPLY WITH THE LATEST EDITIONS OF THE FOLLOWING STANDARDS AND CODES, INSOFAR AS THEY APPLY: INTERNATIONAL PLUMBING CODE 5. SUPERVISION: PROVIDE SKILLED SUPERINTENDENTS TO SUPERVISE THE WORK FROM THE BEGINNING TO COMPLETION SUPERVISION: PROVIDE SKILLED SUPERINTENDENTS TO SUPERVISE THE WORK FROM THE BEGINNING TO COMPLETION AND FINAL INSPECTION. 6. PROGRESS OF WORK: PERFORM WORK IN ACCORDANCE WITH SCHEDULE AND REQUIREMENTS OF THE CONTRACT. PROGRESS OF WORK: PERFORM WORK IN ACCORDANCE WITH SCHEDULE AND REQUIREMENTS OF THE CONTRACT. UNDER NO CIRCUMSTANCES SHALL THIS CONTRACTOR DELAY THE OVERALL PROJECT SCHEDULE. 7. COORDINATION: COORDINATE PLUMBING WORK WITH THE WORK OF OTHER TRADES. LOCATIONS SHOWN ON THE COORDINATION: COORDINATE PLUMBING WORK WITH THE WORK OF OTHER TRADES. LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS SPECIFICALLY DIMENSIONED. ARRANGE PLUMBING SO AS NOT TO INTERFERE WITH THE WORK OF OTHER TRADES. VERIFY ACTUAL BUILDING STRUCTURE PRIOR TO DUCT FABRICATION AND ADJUST LAYOUT AS REQUIRED. INCLUDE ALL OFFSETS IN DUCTS, FITTINGS, PIPING, ETC. AS REQUIRED TO PROPERLY INSTALL EQUIPMENT. 8. EQUIPMENT LOCATIONS: DETERMINE EXACT EQUIPMENT AND MATERIALS LOCATIONS TO PROVIDE BEST ARRANGEMENT EQUIPMENT LOCATIONS: DETERMINE EXACT EQUIPMENT AND MATERIALS LOCATIONS TO PROVIDE BEST ARRANGEMENT AND TO FACILITATE PROPER MAINTENANCE AND SERVICING OF EQUIPMENT. 9. LISTING AND LABELING: ALL EQUIPMENT SHALL BE LABELED OR LISTED BY UL OR OTHER APPROVED TESTING AGENCY LISTING AND LABELING: ALL EQUIPMENT SHALL BE LABELED OR LISTED BY UL OR OTHER APPROVED TESTING AGENCY WHERE REQUIRED. 10. RECORD DRAWINGS: MAINTAIN ONE SET OF "RED-LINED" RECORD DRAWINGS ON SITE AT ALL TIMES RECORD DRAWINGS: MAINTAIN ONE SET OF "RED-LINED" RECORD DRAWINGS ON SITE AT ALL TIMES 11. BUILDINGS AND CONSTRUCTION: BUILDINGS AND CONSTRUCTION: A. BUILDING LAYOUT INDICATED IS DEVELOPED FROM EXISTING RECORD DOCUMENTS AND LIMITED FIELD VERIFICATION BUILDING LAYOUT INDICATED IS DEVELOPED FROM EXISTING RECORD DOCUMENTS AND LIMITED FIELD VERIFICATION FOR THE PURPOSES OF DESCRIBING THE WORK. VERIFY ALL EXISTING CONDITIONS AND ADJUST WORK AS REQUIRED TO SUIT ACTUAL FIELD CONDITIONS. B. PERFORM ALL WORK IN ACCORDANCE WITH SAFETY REGULATIONS. PERFORM ALL WORK IN ACCORDANCE WITH SAFETY REGULATIONS. C. DO NOT CUT ANY STRUCTURAL MEMBERS WITHOUT EXPRESS WRITTEN INSTRUCTIONS FROM CONTRACTING OFFICER. DO NOT CUT ANY STRUCTURAL MEMBERS WITHOUT EXPRESS WRITTEN INSTRUCTIONS FROM CONTRACTING OFFICER. PROVIDE CUTTING AND PATCHING FOR EXISTING FINISHES AS REQUIRED. D. COORDINATE INSTALLATION OF NEW PLUMBING SYSTEMS WITH EXISTING BUILDING SYSTEMS. ADJUST COORDINATE INSTALLATION OF NEW PLUMBING SYSTEMS WITH EXISTING BUILDING SYSTEMS. ADJUST ARRANGEMENTS AS REQUIRED TO ACCOMMODATE INTERFERENCES.

AutoCAD SHX Text

1. THE PLUMBING CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS FOR DEMOLITION REQUIREMENTS THE PLUMBING CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS FOR DEMOLITION REQUIREMENTS AND LAYOUT HIS WORK IN A COMPATIBLE AND COMPLEMENTARY MANNER. REMOVE ALL FIXTURES, EQUIPMENT, PIPING, SUPPORTS, ACCESSORIES, ETC. MADE OBSOLETE BY THESE ALTERATIONS AS SHOWN IN THE PLUMBING DRAWINGS. ALL ITEMS TO BE REMOVED OR MODIFIED MAY NOT BE SHOWN, HOWEVER, THIS CONTRACTOR SHALL REMOVE ANY PLUMBING WORK AS REQUIRED BY THE CONSTRUCTION OR AS DIRECTED BY THE CONTRACTING OFFICER. SURVEY THE AFFECTED AREAS BEFORE SUBMITTING A BID. 2. ALL EXISTING PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL REMAIN UNLESS SPECIFICALLY NOTED TO BE ALL EXISTING PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL REMAIN UNLESS SPECIFICALLY NOTED TO BE REMOVED. 3. THESE DRAWINGS ARE COMPILED BY THE CONTRACTING OFFICER FROM LIMITED FIELD VERIFICATION OF EXISTING THESE DRAWINGS ARE COMPILED BY THE CONTRACTING OFFICER FROM LIMITED FIELD VERIFICATION OF EXISTING CONDITIONS FOR THE PURPOSE OF INDICATING THE WORK REQUIRED AND ARE BELIEVED TO BE CORRECT. NOTWITHSTANDING, THE PLUMBING CONTRACTOR SHALL VERIFY ALL PIPING, FIXTURE LOCATIONS, DIMENSIONS, MATERIALS AND ALL FIELD CONDITIONS AFFECTING HIS WORK. 4. WHERE PLUMBING SYSTEMS PASS THROUGH THE DEMOLITION AREAS TO SERVE OTHER PORTIONS OF THE PREMISES, WHERE PLUMBING SYSTEMS PASS THROUGH THE DEMOLITION AREAS TO SERVE OTHER PORTIONS OF THE PREMISES, THEY SHALL REMAIN OR BE SUITABLY RELOCATED AND THE SYSTEM RESTORED TO NORMAL OPERATION. ADVISE THE CONTRACTING OFFICER IMMEDIATELY IF SUCH CONDITIONS ARE UNCOVERED BEFORE PROCEEDING WITH ADDITIONAL WORK. 5. PROTECT ALL EXISTING LIFE SAFETY SYSTEMS, FIRE ALARM AND PUBLIC ADDRESS SYSTEMS AND MAINTAIN THEM IN PROTECT ALL EXISTING LIFE SAFETY SYSTEMS, FIRE ALARM AND PUBLIC ADDRESS SYSTEMS AND MAINTAIN THEM IN OPERATION THROUGHOUT THE PROGRESS OF THE WORK. NOTIFY THE OWNER AND CONTRACTING OFFICER IN WRITING WHEN SHUTDOWNS ARE REQUIRED PRIOR TO ANY OUTAGE OF SERVICE. WHERE THE DURATION OF A PROPOSED OUTAGE CANNOT BE TOLERATED BY THE CONTRACTING OFFICER, PROVIDE TEMPORARY CONNECTIONS AS REQUIRED TO MAINTAIN SERVICE. 6. SURVEY THE EFFECTED AREAS BEFORE SUBMITTING A BID AS ALL EXISTING CONDITIONS CANNOT BE COMPLETELY SURVEY THE EFFECTED AREAS BEFORE SUBMITTING A BID AS ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DEPICTED ON THE DRAWINGS AND SOME UNUSUAL CONDITIONS MAY EXIST.

(X)CA

X

C

A X

C

A

T H BURTON, PE

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

CAMP LEJEUNE, NORTH CAROLINA

05-17-0075

N40085-17-D-0859

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com c Copyright 2019 CBHF Engineers, PLLC

Engineers, PLLC

NC# P-0506

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-1

JULY 27, 2018

DEMOLITION KEYED NOTES

REMOVE AND PROPERLY DISPOSE OF (X) WATER CLOSET, FLUSH VALVE AND ASSOCIATED PIPING.

REMOVE AND PROPERLY DISPOSE OF (X) LAVATORY, FAUCET, TRIM AND ASSOCIATED PIPING.

REMOVE AND PROPERLY DISPOSE OF (X) EYEWASH/ SAFETY SHOWER ASSOCIATED PIPING.

REMOVE AND PROPERLY DISPOSE OF (X) WATER COOLER, TRIM AND ASSOCIATED PIPING.

REMOVE AND PROPERLY DISPOSE OF (X) DCW PIPING, VALVES AND ACCESSORIES COMPLETE.

CUT AND CAP (X) PIPING AT GRADE.

(X) COMPRESSED AIR PIPING TO BE PROTECTED AND REMAIN IN PLACE

REMOVE AND PROPERLY DISPOSE OF (X) SANITARY SEWER PIPING. CONTRACTOR TO VERIFY LOCATION OF

PIPING.

REMOVE AND PROPERLY DISPOSE OF (X) VENT PIPING AND VENT THRU ROOF.

DISCONNECT (X) COMPRESSED AIR PIPING AT (X) AIR COMPRESSOR TO BE REMOVED DURING CONSTRUCTION.

P-2

DEMOLITION FLOOR PLAN

JBS

JBS

DMH

60024427

PLUMBING

1/8" = 1'-0"

0 8' 16'4'

DEMOLITION FLOOR PLAN

PLAN

NORTH

AutoCAD SHX Text E109

AutoCAD SHX Text

WOOD SHOP

AutoCAD SHX Text E111

AutoCAD SHX Text

TOOL STOR.

AutoCAD SHX Text E110

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E107

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E106

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E104

AutoCAD SHX Text

TOILET

AutoCAD SHX Text E105

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E101

AutoCAD SHX Text

STOR.

AutoCAD SHX Text E102

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E103

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E116

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text E115

AutoCAD SHX Text

STOR.

AutoCAD SHX Text E114

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text E112

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text E113

AutoCAD SHX Text

STOR.

AutoCAD SHX Text E108

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text E117

AutoCAD SHX Text

COMPRESSOR

AutoCAD SHX Text

TALLEY & SMITH ARCHITECTURE INC.

AutoCAD SHX Text

P.O. BOX 518 SHELBY, NC 28151-0518

AutoCAD SHX Text

409 EAST MARION ST. SHELBY, NC 28150

AutoCAD SHX Text

DES.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SATISFACTORY TO:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

CODE IDENT. NO.

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text 80091

AutoCAD SHX Text

SYM.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text 23551

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text M.

AutoCAD SHX Text D

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

SEAL

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text L

I t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t

WC1LAV1

GCO

W

2"W

2"VTR

FD1

3"W

2"V

V

N G

N G

N G

N G

N G

N G

N G

N G

N G

N G

NGNG

NG NG NG NG NG

N G

N G

N G

N G

N G

GUH01

30 MBH

GUH02

30 MBH

GUH03

30 MBH

GUH04

30 MBH

GUH10

30 MBH

GUH09

30 MBH

GUH08

30 MBH

GUH07

30 MBH

GUH06

30 MBH

GUH05

30 MBH

1/2"

1/2"

1/2" 1/2"

1/2" 1/2"

1/2"

1/2"

1/2"

1/2"

3/4"

NOTE: FUEL GAS PIPING SIZED PER

TABLE 402.4(5) OF THE 2018 NC FUEL

GAS CODE FOR SCHEDULE 40 METALLIC

PIPE, 2.0 PSI INLET PRESSURE, 1.0 PSI

PRESSURE DROP AND A TOTAL

DEVELOPED LENGTH OF 200 LINEAR

FEET OF PIPE

X

C

A X

C

A t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t

WC1LAV1

EWH1

WF1

HB1

WF1

SA

3/4"

3/4"

DCV

3/4"

X

C

A X

C

A

F

D

L

A

V

W

C

O

2"

2"

W

C

G

C

O

2"

2"

2"VTR

W

F

H

B

A

W

C

L

A

V

3/4"

D

C

V

1-1/4"

1"

W

F

E

W

H

T H BURTON, PE

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

CAMP LEJEUNE, NORTH CAROLINA

05-17-0075

N40085-17-D-0859

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com c Copyright 2019 CBHF Engineers, PLLC

Engineers, PLLC

NC# P-0506

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-1

JULY 27, 2018

CONSTRUCTION KEYED NOTES

INSTALL NEW 1-1/4" DCW SERVICE.

INSTALL NEW 1-1/4" RPZ BACKFLOW PREVENTER. PIPE DRAIN FROM BACKFLOW PREVENTER TO FLOOR DRAIN.

ROUTE 1-1/4" DCW PIPING UP ALONG WALL AND ROUTE OVERHEAD.

INSTALL HAMMER ARRESTOR ON SUPPLY LINE TO WATER CLOSET.

INSTALL INSTANTANEOUS WATER HEATER. SEE PLUMBING FIXTURE SCHEDULE.

OFFSET DCW PIPING SO AS NOT TO ROUTE OVER TOP OF ELECTRICAL PANEL

GAS METER AND REGULATOR SIZED TO DELIVER 300 MBH @ 2PSI BY GAS SUPPLIER

EXTEND AND RECONNECT COMPRESSED AIR PIPING TO (X) AIR COMPRESSOR IN NEW ENCLOSURE.

P-3

AND RISER DIAGRAMS

JBS

JBS

DMH

20024428

PLUMBING PLANS

1/8" = 1'-0"

0 8' 16'4'

WASTE-VENT AND GAS PIPING PLAN

PLAN

NORTH

1/8" = 1'-0"

0 8' 16'4'

DOMESTIC WATER PLAN

PLAN

NORTH

NOT TO SCALE

WASTE-VENT RISER DIAGRAM

PLAN

NORTH

NOT TO SCALE

DOMESTIC WATER RISER DIAGRAM

PLAN

NORTH

AutoCAD SHX Text E

AutoCAD SHX Text

INLET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text W

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text K

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Y

AutoCAD SHX Text

TALLEY & SMITH ARCHITECTURE INC.

AutoCAD SHX Text

P.O. BOX 518 SHELBY, NC 28151-0518

AutoCAD SHX Text

409 EAST MARION ST. SHELBY, NC 28150

AutoCAD SHX Text

DES.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SATISFACTORY TO:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

CODE IDENT. NO.

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text 80091

AutoCAD SHX Text

SYM.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text 23551

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text M.

AutoCAD SHX Text D

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

SEAL

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text L

T H BURTON, PE

INTERIOR/EXTERIOR

REPAIRS BLDG. AS124

CAMP LEJEUNE, NORTH CAROLINA

05-17-0075 N40085-17-D-0859

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com c Copyright 2019 CBHF Engineers, PLLC

Engineers, PLLC

NC# P-0506

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-1

JULY 27, 2018

MECHANICAL DEMOLITION NOTES

1. THE MECHANICAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS

FOR DEMOLITION REQUIREMENTS AND LAYOUT HIS WORK IN A COMPATIBLE AND

COMPLEMENTARY MANNER. REMOVE ALL EQUIPMENT, DUCTWORK, SUPPORTS,

CONTROLS, ACCESSORIES, ETC..., AND MECHANICAL ITEMS MADE OBSOLETE BY THESE

ALTERATIONS AS SHOWN IN THE MECHANICAL DRAWINGS. ALL ITEMS TO BE REMOVED

OR MODIFIED MAY NOT BE SHOWN, HOWEVER, THIS CONTRACTOR SHALL REMOVE ANY

MECHANICAL WORK AS REQUIRED BY THE CONSTRUCTION.

2. PREPARE A DEMOLITION PLAN AND SUBMIT PROPOSED DEMOLITION, AND REMOVAL

PROCEDURES FOR APPROVAL BEFORE WORK IS STARTED. PLAN SHALL BE APPROVED

BY CONTRACTING OFFICER PRIOR TO WORK BEGINNING. DO NOT BEGIN DEMOLITION

UNTIL AUTHORIZATION IS RECEIVED FROM THE CONTRACTING OFFICER.

3. BEFORE BEGINNING ANY DEMOLITION WORK, SURVEY THE SITE AND EXAMINE THE

DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. RECORD

EXISTING CONDITIONS IN THE PRESENCE OF THE CONTRACTING OFFICER SHOWING THE

CONDITION OF STRUCTURES AND OTHER FACILITIES ADJACENT TO AREAS OF

ALTERATION OR REMOVAL. PHOTOGRAPHS SIZED 4 INCH WILL BE ACCEPTABLE AS A

RECORD OF EXISTING CONDITIONS. INCLUDE IN THE RECORD THE ELEVATION OF THE

TOP OF FOUNDATION WALLS, FINISH FLOOR ELEVATIONS, POSSIBLE CONFLICTING

ELECTRICAL CONDUITS, PLUMBING LINES, ALARMS SYSTEMS, THE LOCATION AND

EXTENT OF EXISTING CRACKS AND OTHER DAMAGE AND DESCRIPTION OF SURFACE

CONDITIONS THAT EXIST PRIOR TO BEFORE STARTING WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY AND DOCUMENT ALL REQUIRED OUTAGES WHICH WILL BE

REQUIRED DURING THE COURSE OF WORK, AND TO NOTE THESE OUTAGES ON THE

RECORD DOCUMENT. SUBMIT SURVEY RESULTS.

4. EXCEPT FOR SALVAGED ITEMS, AND FOR MATERIALS OR EQUIPMENT SCHEDULED FOR

SALVAGE, ALL MATERIALS AND EQUIPMENT REMOVED AND NOT REUSED OR SALVAGED,

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM

GOVERNMENT PROPERTY. TITLE TO MATERIALS RESULTING FROM DEMOLITION AND

DECONSTRUCTION, AND MATERIALS AND EQUIPMENT TO BE REMOVED, IS VESTED IN

THE CONTRACTOR UPON APPROVAL BY THE CONTRACTING OFFICER OF THE

CONTRACTOR'S DEMOLITION, DECONSTRUCTION, AND REMOVAL PROCEDURES, AND

AUTHORIZATION BY THE CONTRACTING OFFICER TO BEGIN DEMOLITION AND

DECONSTRUCTION. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR THE CONDITION

OR LOSS OF, OR DAMAGE TO, SUCH PROPERTY AFTER CONTRACT AWARD. SHOWING

FOR SALE OR SELLING MATERIALS AND EQUIPMENT ON SITE IS PROHIBITED.

5. THESE DRAWINGS ARE COMPILED BY THE ENGINEER FROM THE OWNER'S RECORD

DRAWINGS AND LIMITED FIELD VERIFICATION OF EXISTING CONDITIONS FOR THE

PURPOSE OF INDICATING THE WORK REQUIRED AND ARE BELIEVED TO BE CORRECT.

NOTWITHSTANDING, THE CONTRACTOR SHALL VERIFY ALL DUCTWORK, EQUIPMENT

LOCATIONS, DIMENSIONS AND ALL FIELD CONDITIONS AFFECTING HIS WORK.

6. WHERE MECHANICAL SYSTEMS PASS THROUGH THE DEMOLITION AREAS TO SERVE

OTHER PORTIONS OF THE PREMISES, THEY SHALL REMAIN OR BE SUITABLY RELOCATED

AND THE SYSTEM RESTORED TO NORMAL OPERATION. ADVISE THE CONTRACTING

OFFICER IMMEDIATELY IF SUCH CONDITIONS ARE UNCOVERED BEFORE PROCEEDING

WITH ADDITIONAL WORK.

7. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES,

EXCEPT WHEN AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. DO NOT

INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE

GOVERNMENT EXCEPT WHEN APPROVED IN WRITING AND THEN ONLY AFTER

TEMPORARY UTILITY SERVICES HAVE BEEN APPROVED AND PROVIDED. DO NOT BEGIN

DEMOLITION OR DECONSTRUCTION WORK UNTIL ALL UTILITY DISCONNECTIONS HAVE

BEEN MADE. SHUT OFF AND CAP UTILITIES FOR FUTURE USE, AS INDICATED.

TEMPORARY SERVICES INCLUDING BUILDING HEAT AND HEATING OF DOMESTIC WATER

SHALL BE REQUIRED WHEN ANY INTERRUPTION OF SUCH SERVICES EXCEEDS 12 HOURS

EXCEPT WHEN AUTHORIZED IN WRITING BY THE CONTRACTOR OFFICER.

ABBREVIATIONS

TERM ABBREVIATION TERM ABBREVIATION

ABOVE FINISHED FLOOR AFF INDOOR UNIT IDU

ABOVE GROUND AG IRON PIPE SIZE IPS

ABOVE SEA LEVEL ASL KILOVOLT-AMP KVA

ACROSS THE LINE ACL KILOWATT KW

AIR ADMITTANCE VALVE AAV KILOWATT HOUR KWH

AIR CONDITION(-ING, -ED) AIR COND LEAVING AIR TEMPERATURE LAT

AIR-HANDLING UNIT AHU OH AH LEAVING WATER TEMPERATURE LWT

AIR FLOW MEASURING STATION AFMA LENGTH LG

AMBIENT AMB LINEAR FEET LF

AMERICAN NATIONAL STANDARDS INSTITUTE ANSI LOW-PRESSURE STEAM LPS

AMPERE (AMP, AMPS) AMP MAXIMUM MAX

ANALOG INPUT AI MAXIMUM OVERCURRENT PROTECTION MOCP

ANALOG OUTPUT AO MEDIUM-PRESSURE STEAM MPS

AND & MILES PER HOUR MPH

APPARATUS DEW POINT ADP MINIMUM MIN.

APPROXIMATE APPROX MINIMUM CIRCUIT AMPERES MCA

ARCHITECT ARCH MINUTE MIN

ATMOSPHERE ATM MANUFACTURER MFR

AVERAGE AVG MOTOR CONTROL CENTER MCC

BRAKE HORSEPOWER BHP NOISE CRITERIA NC

BROWN & SHARPE WIRE GAGE B&S NON-STANDARD PART LOAD NPLV

BRITISH THERMAL UNIT BTU NORMALLY OPEN NO

BRITISH THERMAL UNIT PER HOUR BTUH NORMALLY CLOSED NC

1000 BRITISH THERMAL UNIT MBH NOT APPLICABLE N/A

BUILDING BLDG NOT IN CONTRACT N I C

BUILDING AUTOMATION SYSTEM BAS NOT TO SCALE NTS

CELSIUS ºC NUMBER NO

CHILLED WATER RETURN CHWR ON CENTER OC

CHILLED WATER SUPPLY CHWS OUNCE OZ

COEFFICIENT, VALVE FLOW CV OUTDOOR UNIT ODU

COEFFICIENT OF PERFORMANCE FACTOR COP OUTSIDE AIR OA

COMPRESSOR COMP PACKAGE UNIT PU

CONCRETE CONC PACKAGE TERMINAL AIR CONDITIONER PTAC

CONDENS(-ER, -ING, -ATION) COND PARTS PER MILLION PPM

CONNECTION CONN PERCENT %

CONTINUATION CONT PHASE PH

COOLING LOAD CLG LOAD POUNDS LBS

CUBIC FEET CU FT POUNDS PER SQUARE FOOT PSF

CUBIC INCH CU IN POWER VENTILATOR PV

CUBIC FEET PER MINUTE CFM PRESSURE PRESS

CFM, STANDARD CONDITIONS SCFM PRESSURE REDUCING VALVE PRV

DECIBEL DB PRESSURE SAFETY VALVE PSV

DEGREE DEG OR º QUANTITY QTY

DEDICATED OUTDOOR AIR SYSTEM DOAS RATED LOAD AMPS RLA

DEGREES FAHRENHEIT DEG. F RECIRCULATE RECIRC

DETAIL DET REDUCED PRESSURE BACKFLOW PREVENTER RPZ

DEW-POINT TEMPERATURE DPT REFRIGERANT (12, 22, ETC.) R22, R410

DIAMETER DIA REFRIGERANT LIQUID RL

DIAMETER, INSIDE ID REFRIGERANT SUCTION RS

DIAMETER, OUTSIDE OD REQUIRED REQD OR REQ'D

DIFFERENCE OR DELTA DIFF RELATIVE HUMIDITY RH

DIGITAL INPUT DI RETURN AIR RA

DIGITAL OUTPUT DO REVOLUTIONS PER MINUTE RPM

DOMESTIC HOT WATER DHW REVOLUTIONS PER SECOND RPS

DOMESTIC HOT WATER RECIRCULATION DHWR ROOF VENTILATOR RV

DRY-BULB TEMPERATURE DBT ROOF TOP UNIT RTU

DUCTLESS SPLIT SYSTEM AIR HANDLER DAH SAFETY FACTOR SF

DUCTLESS SPLIT SYSTEM HEAT PUMP DHP SEASONAL ENERGY EFFICIENCY RATIO SEER

ENERGY EFFICIENCY RATING ERR SECOND S

EFFICIENCY EFF SHADING COEFFICIENT SC

ELECTRIC UNIT HEATER EUH SPECIFICATION SPEC

ELEVATION EL SQUARE SQ

ENTERING ENT STANDARD STD

ENTERING WATER TEMPERATURE EWT STATIC PRESSURE SP

ENTERING AIR TEMPERATURE EAT SUPPLY SPLY

EXISTING (X) SUPPLY AIR SA

EXTERNAL AMBIENT TEMPERATURE EAT TEMPERATURE TEMP

EXTERNAL STATIC PRESSURE ESP TEMPERATURE DIFFERENCE TD

EXHAUST AIR EA THERMOSTAT T STAT

FACE VELOCITY FVEL TONS OF REFRIGERATION TONS

FAHRENHEIT ºF TO BE DETERMINED TBD

FEET PER MINUTE FPM TOP OF STEEL TOS

FEET PER SECOND FPS TOTAL DYNAMIC HEAD TDH

FLOOR FLR TYPICAL TYP

FOOT OR FEET FT U-FACTOR U

FULL LOAD AMPS FLA UNDER GROUND UG

GAGE OR GAUGE GA UNLESS OTHERWISE NOTED UON

GALLONS GAL UNIT HEATER - ELECTRIC UH

GALLONS PER HOUR GPH VARIABLE AIR VOLUME VAV

GALLONS PER MINUTE GPM VARIABLE FREQUENCY DRIVE VFD

GALLONS PER DAY GPD VELOCITY VEL

GAS UNIT HEATER GUH VENTILATION, VENT VENT

GRAINS GR VENT THRU ROOF VTR

HEAD HD VERTICAL VERT

HEAT EXCHANGER HX VOLT V

HEATING AND VENTILATION UNIT HV VOLT AMPERE VA

HEATING, VENTILATION AND AIR CONDITIONING HVAC VOLUME VOL

HEIGHT HGT WATER PRESSURE DROP WPD

HERTZ HZ WATER GAUGE WG

HIGH DENSITY POLYPROPYLENE HDPE WATT W

HIGH-PRESSURE STEAM HPS WATT-HOUR WH

HORSEPOWER, HEAT PUMP HP WITH W/

HOT WATER COIL HWC WEIGHT WT

HOUR(S) HR WET BULB WB

HUMIDITY, RELATIVE RH YARD YD

INTEGRATED PART LOAD VALUES IPLV YEAR YR

INCH IN.

INCH OF WATER GAUGE INWG

NOTE: ALL ABBREVIATIONS MAY NOT BE USED IN PROJECT.

D u u

R

C

T

E

CTS

CTR

M

MECHANICAL LEGEND

EMERGENCY GAS SHUT OFF

THERMOSTAT/TEMP SENSOR

DUCT SMOKE DETECTOR

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

REFRIGERANT PIPING

CONDENSATE PIPING

CHEMICAL FEED SUPPLY

CHEMICAL FEED RETURN

EXISTING 1-HR RATED WALL

FIRE DAMPER

COMBINATION FIRE SMOKE DAMPER

VOLUME DAMPER

MOTORIZED DAMPER

CIRCUIT SETTER

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

or ELBOW SIDE or ELBOW UP or ELBOW DOWN or 45 DEGREE ELBOW SIDE or 45 DEGREE ELBOW DOWN or 45 DEGREE ELBOW UP or TEE SIDE or TEE BRANCH DOWN or TEE END UP or PUMP SIDE

PUMP END

BUTTERFLY VALVE SIDE

GATE VALVE SIDE

or BALL VALVE SIDE or CHECK VALVE SIDE or TRIPLE DUTY VAVLE

WELD NECK FLANGE SIDE

WELD NECK FLANGE END

SLIP ON FLANGE SIDE

SLIP ON FLANGE END

M-1SCHEDULES, ABBREVIATIONS AND LEGEND

RWC

RWC

DMH

60024429

MECHANICAL NOTES

LOUVER SCHEDULE

DRAWING

CODE

TYPE FRAME DESCRIPTION MATERIAL LOUVER

DEPTH

SIZE (W x H) FRAME SERVICE AIRFLOW

(CFM)

PERFORMANCE RATINGS NOTES ACCESSORIES

FREE AREA WATER PENETRATION

(IN.) (IN.) (SF) (OZ./SF)

L1 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 16 X 16 STANDARD INTAKE 175 0.83 - 1,2 A, B

L2 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 16 X 16 STANDARD EXHAUST 175 0.83 - 1,2 A, B

L3 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 32 X 32 FLANGED EXHAUST 1,200 2.72 - 1,2 A, B

L4 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 32 X 32 FLANGED INTAKE 1,200 2.72 - 1,2 A, B

L5 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 16 X 16 STANDARD EXHAUST 175 0.83 - 1,2 A, B

L6 FIXED EXTERIOR FLANGE HORIZONTAL, WIND-DRIVEN-RAIN-RESISTANTALUMINUM 5 16 X 16 STANDARD EXHAUST 75 0.83 - 1,2 A, B

NOTES: 1. REFER TO SPECIFICATION 089100 - METAL WALL LOUVERS FOR ADDITIONAL INFORMATION.

2. FINISH AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR AND GLOSS.

ACCESSORIES:A. BIRD SCREENING (MATERIAL TO MATCH LOUVER MATERIAL).

B. GRAVITY BACKDRAFT DAMPER, SEACOAST CONSTRUCTION.

POWER VENTILATOR SCHEDULE

DRAWING

CODE

FAN TYPE SERVICE CAPACITIES ELECTRICAL SONES WEIGHT

(LBS.)

NOTES ACCESSORIES

AIRFLOW

(CFM)

ESP

(IN. WG.)

DRIVE

ARRANGEMENT

MOTOR

RPM

MOTOR

TYPE

MOTOR V/PH/HZ

PV01 PROPELLER FAN EXHAUST 1,200 0.25 DIRECT 1,076 ECM 1/2 HP 120/1/60 10.4 64 1,2 A,B,C

PV02 PROPELLER FAN EXHAUST 175 0.20 DIRECT 1,550 ECM 1/4 HP 120/1/60 6.3 25 1,2 A,B,C

PV03 PROPELLER FAN EXHAUST 175 0.20 DIRECT 1,550 ECM 1/4 HP 120/1/60 6.3 25 1,2 A,B,C

PV04 IN-LINE CENTRIFUGAL FAN EXHAUST 75 0.25 DIRECT 950 ECM 0.62A 120/1/60 4.6 30 1,2 B

NOTES: 1. REFER TO SPECIFICATION FOR FURTHER INFORMATION.

2. MOUNT AT ELEVATION INDICATED ON ARCHITECTURAL DRAWINGS.

ACCESSORIES:A. BIRDSCREEN.

B. ON/OFF SWITCH LOCATED PER ELECTRICAL PLANS.

C. WALL HOUSING FOR INTAKE SCREEN, FAN, BACKDRAFT DAMPER SPECIFIED WITH LOUVER AND LOUVER.

GAS-FIRED UNIT HEATER SCHEDULE

DRAWING CODE FUEL TYPE GAS FLUE MIN. AIRFLOW MOTOR VOLTAGE FLA MCA MOCP MAX. MTG. NOTES ACCESSORIES

FAN COMBUSTION / CONTROL VENTING INPUT (BTUH) OUTPUT (BTUH) EFF.(%) OUTLET (IN) (CFM) HP RPM (V/PH/HZ) (AMPS) (AMPS) (AMPS) HEIGHT (FT.)

GUH01-10 NATURAL GAS PROPELLER ENCLOSED / SINGLE STAGE POWERED 30,000 24,600 80 3 505 1/15 1550 120/1/60 3.7 4.625 15 10.0 1,2 A,B

NOTES: 1. REFER TO SPECIFICATIONS FOR FUTHER INFORMATION.

2. VENT IN ACCORDANCE WITH BUILDING CODE AND MANUFACTURER'S INSTRUCTIONS.

ACCESSORIES: A. SINGLE STAGE TERMOSTAT.

B. AGA APPROVED REGULATOR, 2PSI TO 12".

DUCTLESS SPLIT SYSTEM SCHEDULE

DRAWING CODE ARI COOLING

80/67/95

ARI HEATING

70/47

MIN

SEER

MIN

HSPF

INDOOR UNIT OUTDOOR UNIT REFRIGERANT PIPING NOTES ACCESSORIES

FAN ELECTRICAL WEIGHT ELECTRICAL WEIGHT MAXIMUM

LENGTH (FT.)

MAXIMUM HEIGHT

DIFFERENTIAL (FT.)TOTAL MIN. TOTAL SA MIN-MAX VOLTAGE MCA VOLTAGE MCA MOCP

(IDU / ODU) (MBH) (MBH) (MBH) (CFM) (V/PH/HZ) (AMPS) (LBS) (V/PH/HZ) (AMPS) (AMPS) (LBS)

DAH01 / DHP01 10.00 9.00 10.90 17.0 9.0 170-399 208/1/60 1.4 22 208/1/60 12 15 73 65 40 1 A,B,C,D

NOTES: 1. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

ACCESSORIES: A. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AND CONDUCTOR FROM OUTDOOR UNIT TO INDOOR UNIT.

B. SEACOAST COATING PROTECTION ON OUTDOOR UNIT.

C. CONCRETE PAD.

D. WIRED WALL-MOUNTED REMOTE CONTROLLER WITH VANDAL PROOF ENCLOSURE.

GRILLE SCHEDULE

DRAWING CODE TYPE SERVICE NECK

SIZE (IN.)

BRANCH

CONN.

SIZE

(IN.)

MODULE

SIZE

(IN.)

MATERIAL FINISH MOUNTING NOTES ACCESSORIES

EG01 FIXED FACE GRILLE EXHAUST 10X10 6"Ø 10X10 ALUMINUM WHITE WALL SURFACE 1,2 A

NOTES: 1. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

2. DUCT BRANCH CONNECTION SIZE TO BE EQUAL TO THE NECK SIZE OF DIFFUSER UNLESS NOTED OTHERWISE ON PLANS.

ACCESSORIES: A. CONCEALED MOUNTING BRACKET.

AutoCAD SHX Text

TALLEY & SMITH ARCHITECTURE INC.

AutoCAD SHX Text

P.O. BOX 518 SHELBY, NC 28151-0518

AutoCAD SHX Text

409 EAST MARION ST. SHELBY, NC 28150

AutoCAD SHX Text

DES.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

SUBMITTED BY:

AutoCAD SHX Text

DESIGN DIR.

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SATISFACTORY TO:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text F

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

CODE IDENT. NO.

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text 80091

AutoCAD SHX Text

SYM.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text 23551

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text M.

AutoCAD SHX Text D

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

SEAL

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text L

60024409 T-1 Locator Map and notes EFull
60024410
Sheets and Views
LS-1
60024411
Sheets and Views
LS-2
60024412 H-1 Hazardous Materials Floor Plan E8
60024413
60024414
60024415
60024416 A-1 Existing Conditions Floor Plan E8
60024417 A-2 Renovated Floor Plan E8
60024418 A-3 Door & Finish Schedules E4
60024419 A-4 Elevations E8

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