7570886 DrawingsAsOne.pdf

PDF 878 KB Posted Sep 3, 2026

Attached to: Provide Overhead Protection from Spalling Concrete
Solicitation number: N400857570886
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Sep 3, 2026

This file is a cover sheet and location plan document for Federal Contract 7570886, which pertains to overhead protection work at Marine Corps Air Station (MCAS) Cherry Point, North Carolina.

The contract involves providing overhead protection from spalling concrete at Building 159 located at MCAS Cherry Point. The work scope includes installing a safety net coverage system measuring 32 feet by 90 feet to protect against concrete debris. The steel structure is positioned approximately 25 feet above the floor, with debris suspended approximately 4 feet below the steel beams. The safety netting specification requires #120 3-1/2" diamond mesh type 6 nylon treated for UV resistance, with border rope rated at 1" type 6 nylon tested to 7,000 pounds and corner rope of zinc plated steel tested to 2,200 pounds. The netting shall be attached with 4-foot intervals along the perimeter using steel cable connected to roof beam hooks and clamps. Additional requirements specify that the netting system must meet ANSI A10.11 standards for dynamic load testing at 17,500 pounds and maintain a capacity of 4,000 pounds as heavy-duty debris netting, with fire retardant compliance to NFPA 701. The document includes detailed location plans showing Building 159's position within the MCAS Cherry Point facility, vicinity mapping identifying the installation site near Havelock and Jacksonville, North Carolina, and architectural drawings depicting the safety net configuration and mounting specifications.

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Other files

File	Type	Posted
7570886 Amend 0001.pdf	PDF	Sep 11, 2026
Master PPI Form.xlsx	XLSX spreadsheet	Sep 3, 2026
7570886 SpecsAsOne.pdf	PDF	Sep 3, 2026
7570886 RFP.pdf	PDF	Sep 3, 2026

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C O

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7570886

12939391 1 2

VICINITY MAP

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LOCATION OF WORK, BLDG 159

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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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AutoCAD SHX Text 7570886 PROVIDE OVERHEAD PROTECTION FROM SPALLING CONCRETE 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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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 DRAWING NO.

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NAVFAC NUMBER

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MAXIMO WO:

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CODE ID. NO. 80091 SIZE D

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SCALE:

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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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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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

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7570886 PROVIDE OVERHEAD PROTECTION

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MCAS CHERRY POINT

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FROM SPALLING CONCRETE

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NETTING LAYOUT AND DETAILS

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CU01

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PROVIDE SAFETY NET COVERAGE 32 FEET X 90 FT.

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PROVIDE SAFETY NET COVERAGE 22'-6" X 36'

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BLDG 159 PLAN VIEW SHOWING SAFETY NET COVERAGE

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MASONRY WALL

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ROOF STEEL BEAMS (TYP)

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1. STEEL IS APPROXIMATELY 23 FEET ABOVE FLOOR. THE DEBRIS NET SHALL BE SUSPENDED STEEL IS APPROXIMATELY 23 FEET ABOVE FLOOR. THE DEBRIS NET SHALL BE SUSPENDED APPROXIMATELY 4 FEET BELOW THE STEEL BEAMS.

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NOTES

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2. THE NETTING SHALL HAVE HOOKS AT 4 FT INTERVALS ALONG THE PERIMETER.

AutoCAD SHX Text CONNECT " STEEL CABLE TO HOOKS ALONG THE PERIMETER OF 38" STEEL CABLE TO HOOKS ALONG THE PERIMETER OF THE NETS, CLAMP STEEL CABLE TO THE ROOF BEAM FLANGE USING BEAM CLAMPS.

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1. #120 X 3-1/2" DIAMOND MESH TYPE 6 NYLON. TREATED FOR UV RESISTANCE #120 X 3-1/2" DIAMOND MESH TYPE 6 NYLON. TREATED FOR UV RESISTANCE TESTED AT 17,500 LBS. 2. BORDER ROPE SHALL BE " TYPE 6 NYLON. TESTED AT 7,000 LBS. BORDER ROPE SHALL BE " TYPE 6 NYLON. TESTED AT 7,000 LBS. 12" TYPE 6 NYLON. TESTED AT 7,000 LBS. 3. SNAP HOOKS SHALL BE ZINC PLATED STEEL, TESTED AT 2,200 LBS. SNAP HOOKS SHALL BE ZINC PLATED STEEL, TESTED AT 2,200 LBS. 4. DEBRIS MESH SHALL BE 4.8 OZ/S.Y. HIGH DENSITY POLYETHYLENE. TESTED AT 160 DEBRIS MESH SHALL BE 4.8 OZ/S.Y. HIGH DENSITY POLYETHYLENE. TESTED AT 160 PSI BURST. 5. NETTING SHALL MEET OSHA 1926.105 AND ANSI A10.11 STANDARDS. NETTING SHALL MEET OSHA 1926.105 AND ANSI A10.11 STANDARDS. 6. NETTING TESTING SPECIFICATIONS SHALL MEET ANSI A10.11 (17,500 LB DYNAMIC NETTING TESTING SPECIFICATIONS SHALL MEET ANSI A10.11 (17,500 LB DYNAMIC LOADING). 7. CAPACITY AS HEAVY DUTY DEBRIS NETTING: 4,000 LB STATIC LOAD. CAPACITY AS HEAVY DUTY DEBRIS NETTING: 4,000 LB STATIC LOAD. 8. NETTING SHALL BE FIRE RETARDENT MEETS NFPA 701.NETTING SHALL BE FIRE RETARDENT MEETS NFPA 701.

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SAFETY NETTING SPECIFICATION

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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 DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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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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PROJECT MANAGER

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DATE

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DESIGN

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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

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MCAS CHERRY POINT

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7570886 PROVIDE OVERHEAD PROTECTION

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FROM SPALLING CONCRETE

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CU01

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PLAN SHOWING SAFETY NET COVERAGE

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AutoCAD SHX Text 12939392

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12939391.pdf

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G001

12939392

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	2026-08-06T12:21:15-0400
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Sep 3, 2026.