7495795 DrawingsAsOne.pdf

PDF 2 MB Posted Aug 14, 2026

Attached to: Repair Replace Roof B4433 Hazmat Storage
Solicitation number: N400857495795
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Aug 14, 2026

Project Summary: Repair/Replace Roof Building B4433, MCAS Cherry Point

This document set comprises construction drawings and specifications for a roof repair and replacement project at Building 4433 (Hazmat Storage Building) located at Marine Corps Air Station Cherry Point, North Carolina. The project involves demolishing the existing roof metal panels and roofing support beams, providing new roof support beams (C7x9.8 steel channels), panels, gutters, and downspouts, and removing rust with new epoxy paint coating applied to all existing steel frames, including columns and base plates. The roof structure spans approximately 17 feet in two sections with a roof slope and is situated approximately 15 feet above grade.

The construction drawings include a cover sheet with location and vicinity maps, general and project notes, an existing conditions plan, a demolition plan showing removal of metal roof panels and support steel while retaining steel frames and bracing, a roof replacement plan with new beam specifications, and detailed connection and eave specifications. Key contractual provisions require the contractor to maintain compliance with state and federal regulations, obtain all necessary permits, provide complete construction documentation, conduct utility locating prior to work, manage erosion and sedimentation control, repair any damage to existing facilities outside the work limits, dispose of all construction waste off government property, maintain a secure work area, and coordinate with the contracting officer regarding any discrepancies discovered during construction.

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Other files

File	Type	Posted
7495795 SpecsAsOne.pdf	PDF	Aug 14, 2026
7495795 RFP.pdf	PDF	Aug 14, 2026
Master PPI Form.xlsx	XLSX spreadsheet	Aug 14, 2026

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G001

12939197 1 6

VICINITY MAP

PROJECT LOCATION

7495795

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LOCATION OF WORK, BLDG 4433

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MCAS CHERRY POINT

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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CITY

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LEJEUNE

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CAMP

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ATLANTIC

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BEAUFORT

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MOREHEAD

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BLDG 250

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BLDG 4433

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BLDG 1016

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6TH AVENUE

AutoCAD SHX Text 7495795 REPAIR/REPLACE ROOF B4433 HAZMAT STORAGE BLDG B4185, MARINE CORPS AIR STATION, CHERRY POINT, NC

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INDEX OF DRAWINGS

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NAVFAC NO.

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SHEET NO.

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TITLE

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COVER SHEET, LOCATION PLAN, VICINITY MAP

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DEMOLITIONS PLAN

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CDO1

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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CODE ID. NO. 80091 SIZE D

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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7495795 REPAIR/REPLACE ROOF

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MCAS CHERRY POINT

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HAZMAT STORAGE BLDG B4433

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COVER SHEET - LOCATION PLAN

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GENERAL NOTES

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EXISTING CONDITIONS PLAN

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ROOF REPLACEMENT PLAN

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REOOF DETAILS

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PROJECT NOTESGENERAL NOTES

1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AS SPECIFIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE

AT ALL TIMES.

BY THE CONTRACTOR SHALL BE REPLACED BY A NC LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED PERMITS ON THE SITE

5. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONTRUCTION FOR EROSION AND SEDIMENTATION CONTROL, PER THE

NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.

6. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR

TO MEET THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. UTILITY LOCATIONS:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON INFORMATION FROM THE GEOFIDELIS PROGRAM. ALTHOUGH EVERY EFFORT HAS BEEN

MADE TO ENSURE THE ACCURACY OF THE INFORMATION, ERRORS AND CONDITIONS ORIGINATING FROM PHYSICAL SOURCES TO DEVELOP THE

DATABASE, MAY BE REFLECTED IN THE DATA PROVIDED.

ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EXISTING UTILITIES (VERTICALLY AND HORIZONTALLY) ARE

SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND COORDINATE

CHANGES TO UTILITIES IF NEEDED, WITH THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH UTILITY RELOCATION.

9. WATER AND GROUND ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE.

10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOIL OFF OF GOVERNMENT PROPERTY.

11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME.

12. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL REPAIR ALL SITE ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.

14. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.

15. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.

16. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH THE CONTRACTING OFFICER.

17. CONTRACTOR SHALL PROVIDE FENCING, BARRICADES, OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURE WORK AREA AT ALL TIMES.

18. WETLAND AND RIPARIAN BUFFER AREAS EXIST ON THE ADJACENT SHORELINE AREAS. THESE AREAS SHALL NOT BE DISTURBED IN ANY MANNER.

19. THE CONTRACTOR SHALL MANAGE AND CONTROL ACTIVITIES TO MINIMIZE INTERFERENCE WITH ANY DAMAGE TO FISH AND WILDLIFE.

20. CONSTRUCTION SHALL ADHERE TO THE LATEST OSHA REGULATIONS.

21. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIAL, AND NOTIFY CONTRACTING OFFICER IF A DISCREPANCY IS DISCOVERED.

1. DEMOLISH THE EXISTING ROOF METAL PANELS AND ROOFING SUPPORT BEAMS.

2. PROVIDE NEW ROOF SUPPORT BEAMS, PANELS, GUTTERS AND DOWNSPOUTS.

3. REMOVE RUST AND PROVIDE NEW COATING ON STEEL FRAMES, INCLUDING COLUMNS AND BASE PLATES.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC NUMBER

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CODE ID. NO. 80091 SIZE D

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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7495795 REPAIR/REPLACE ROOF

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MCAS CHERRY POINT

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HAZMAT STORAGE BLDG B4433

GENERAL NOTES

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EXISTING ROOF PLAN BUILDING 4433

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NOTE: THE ROOF HEIGHT IS APPROXIMATELY 15 FT ABOVE GRADE

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STEEL FRAME

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STEEL FRAME

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ROOF SLOPE

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METAL ROOF PANELS

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STEEL CHANNEL ROOF PANEL SUPPORT BEAMS.

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GUTTER AND DOWNSPOUTS

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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7495795 REPAIR/REPLACE ROOF

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MCAS CHERRY POINT

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HAZMAT STORAGE BLDG B4433

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EXISTING ROOF PLAN

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CE01

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PHOTO OF EX. ROOF

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PHOTO OF EX. ROOF

STIFFENER STRUTS

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ROOF DEMOLITION PLAN BUILDING 4433

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STEEL FRAME

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STEEL FRAME

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STEEL FRAME

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KEY NOTES

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DEMOLISH METAL ROOF PANELS

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DEMOLISH PANEL SUPPORT STEEL.

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DEMOLISH GUTTER AND DOWNSPOUTS

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ALONG WITH THE SHORT STIFFENER STRUTS.

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NOTE: STEEL FRAMES AND BRACING SHALL REMAIN IN PLACE.

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STEEL FRAMES AND COLUMNS, BRACING TO REMAIN IN PLACE.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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7495795 REPAIR/REPLACE ROOF

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MCAS CHERRY POINT

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HAZMAT STORAGE BLDG B4433

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DEMOLITION PLAN

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CD01

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2 2

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NORTH

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ROOF REPLACEMENT PLAN B4433

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STEEL FRAME

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STEEL FRAME

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PROVIDE NEW STEEL ROOF BEAM

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PROVIDE NEW 4" X 4" GUTTER AND DOWNSPOUTS.

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PROVIDE NEW COATED METAL ROOF PANELS.

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REFERENCE DETAIL 1 DWG CU02 FOR TYPICAL CONNECTION.

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REFERENCE DETAILS 2 AND 3 ON DWG CU02.

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REMOVE RUST FROM ALL EXISTING COLUMNS AND BEAMS,

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PROVIDE NEW EPOXY PAINT COATING TO ALL STEEL SURFACES.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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2 EAVE DETAIL

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STANDING SEAM AND PAN

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MATCH EXISTING

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45° KICKOUT ELBOWWITH SOLDERED JOINTS

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20 OZ. X 1" WIDTH STRAP. HEM ALL EDGES

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DETAIL 1

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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HAZMAT STORAGE BLDG B4433

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CU02

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

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

12939197.pdf

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	2026-08-06T11:16:58-0400
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Aug 14, 2026.