25-0450 FC300 PHYSICAL SECURITY- SOW.pdf

PDF 1 MB Posted Mar 26, 2026

Attached to: FC300 Security Upgrades and Server Room Modernization
Solicitation number: N4008526R9027
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 26, 2026

This document is a set of architectural and construction specifications for physical security renovations to Building FC300 at Camp Lejeune, North Carolina. The scope of work includes installing security screens, constructing new walls and door frames, installing ductwork and mechanical systems, and performing interior renovations including painting, flooring, and lighting modifications. The contractor must provide all materials, labor, equipment, and supervision required to complete the work, with particular emphasis on hardening duct and sealing all penetrations of pipe, cables, cable trays, and duct. Work must be accomplished outside secure areas with two walls and a door hardened before demolishing existing door and wall conditions.

The specifications detail materials and installation requirements including steel framing for security screens with specific gauge and dimensions, door frames and hardware (including five-knuckle ball-bearing closers), gypsum board installation (five-eighths inch thick), paint finishes in eggshell latex, mechanical vents and ducts with minimum half-inch diameter steel bars, and security screen anchoring using three-eighths inch by three-inch galvanized bolts. Referenced standards include UFC 1-300-02, ASCE 7 (2017), ASHRAE FUN IP, and various ASTM specifications. The contractor must take independent field measurements, obtain approval from the Contracting Officer for all materials prior to ordering, submit a detailed work schedule, provide electronic copies of all submittals, and comply with all Marine Corps Physical Security Manual (MCD P553.14) requirements. Access to the work site requires coordination through the Contracting Officer's Representative and DICC office, with Point of Contact Ssgt. Werline available at 1-239-834-7503.

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Other files

File	Type	Posted
Amend 0004 and continuation sheet.pdf	PDF	Apr 21, 2026
Amend 0003.pdf	PDF	Apr 17, 2026
Amend 0002.pdf	PDF	Apr 9, 2026
Amend 0001.pdf	PDF	Mar 26, 2026
Contractor Environmental Guide Updated Format_20231009 with ESOP.zip	ZIP file	Mar 26, 2026
25-0447 FC300 SERVER- SR.pdf	PDF	Mar 26, 2026
MAXIMO Initial Equipment Inventory and Replacement.pdf	PDF	Mar 26, 2026
RFP 25-0447.pdf	PDF	Mar 26, 2026
25-0450 FC300 PHYSICAL SECURITY- SR.pdf	PDF	Mar 26, 2026
Combined DIV 01 specs small projects.zip	ZIP file	Mar 26, 2026
25-0447 FC300 SERVER - SOW.pdf	PDF	Mar 26, 2026

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HM SMITH BLVD

ANDERSON ST

Y R

FC300

CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

FC300

PHYSICAL SECURITYLOCATION

MAP

BUILDING

FC300

AREA MAP

VICINITY MAP

DRAWING INDEX

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NORTHEAST CREEK

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PARTRIDGE

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SNIPE

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LANDFILL

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ROICC OFFICE BLDG 1005

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DRMO

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FRENCH CREEK BORROW PIT

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NEUSE

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%%UOAK GROVE

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FC300 PHYSICAL SECURITY

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PROJECT# 25M081CN

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MACC # 25-0450

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. FC300

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TITLE PAGE

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SECTION/DETAIL NUMBER

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SHEET NUMBER WHERE DETAIL IS SHOWN

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SHEET #

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SHEET NAME

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SPECIFICATION

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SPECIFICATION

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EXISTING FLOOR PLAN

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RENOVATION FLOOR PLAN

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SECURITY SCREENS ELEVATION

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LIGHTING FLOOR PLAN

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MECHANICAL FLOOR & ELEVATION PLAN

FC300 PHYSICAL SECURITY

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PROJECT# 25M081CN

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MACC # 25-0450

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. FC300

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AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and : The contractor shall provide all material, labor, equipment, and supervision required to accomplish the following: General description - This scope of work is to be accomplished at FC300 located on - This scope of work is to be accomplished at FC300 located on This scope of work is to be accomplished at FC300 located on Anderson St. at Camp Lejeune, North Carolina. This project will consist of installing two new walls and doors, all hardware per scope of work. Demo a existing door and wall. Harden of duct and sealing all penetrations of pipe, cables, cable trays and duct. Work shall be accomplished outside of secure area. Contractor shall secure the area with the two new walls, door and harden of duct before demo existing door and wall. The Contractor shall provide material, equipment and labor as required to accomplish work specified. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building. Point of contact is SSgt. Werline. SSgt. Werline can be reached at 1-239-834-7503 NOTES: 1. The measurements and quantities furnished here are for reference only. The The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish all areas damaged or disturbed by new work to be provided Repair, refinish all areas damaged or disturbed by new work to be provided under this contract. 3. Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal of asbestos containing materials, building products with tightly adhered lead containing paint, non-contaminated clean dirt and clean gravel. the hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. All other contractor generated material shall be weighed through the Base All other contractor generated material shall be weighed through the Base Landfill scales before being removed from the Base. Contractor utilizing the base scale will require Contracting Officers assisted per-registration with the Landfill manager. 5. The Contracting officer will register the contract via E-mail, with the base The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 6. Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of sixty (60) minutes after work is completed. 7. Contractor is to be aware of all rules, regulation and codes required for Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

SUBMITTALS: 1. Contractor shall make electronic copies of all submittals, include the approved Contractor shall make electronic copies of all submittals, include the approved transmittal sheets and provide two (2) CD/DVD's containing all submittals for project. The CD/DVD's shall be marked "Complete Submittal package - "FC300 PHYSICAL SECURITY" with Contract # as issued by Contracting Officer. 2. AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, specifications for selection and approval prior to the ordering and installation of said materials. 3. The contractor is required to submit a schedule detailing when they and or The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 4. The contractor shall submit to the Contracting Officer, the manufacture's The contractor shall submit to the Contracting Officer, the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 5. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) C.C. Maintenance Data Maintenance Data D. AS-BUILT DRAWINGS ADOBE PDF FORMATS AS-BUILT DRAWINGS ADOBE PDF FORMATS 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience Fabricator Qualifications: Minimum of three years documented experience work similar in scope and complexity to this project.. 6.2. Installers Qualifications: Minimum of three years documented experience work Installers Qualifications: Minimum of three years documented experience work similar in scope and complexity to this project.

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PROJECT# 25M081CN

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MACC # 25-0450

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. FC300

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SPECIFICATION

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SHEET

AutoCAD SHX Text SPECIFICATIONS: UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures ASHRAE FUN IP (2017) Fundamentals Handbook, I-P Edition ASME B29.400 (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand Sprockets. ASTM A153/A153M (2016) Standard Specification for Zinc Coatings, Carbon, (2016) Standard Specification for Zinc Coatings, Carbon, for General Application. ASTM A27/A27M (2017) Standard Specification for Steel casting, Carbon, (2017) Standard Specification for Steel casting, Carbon, for General Application. ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI tensile Strength. ASTM A36/A36M (2014) Standard Specification for carbon Structural (2014) Standard Specification for carbon Structural Steel. ASTM A48/A48M (2003: R 2012) Standard Specification for Gray Iron (2003: R 2012) Standard Specification for Gray Iron Casting. ASTM A53/A53M (2018) Standard Specification for pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and seamless. ASTM A653/A653M (2017) Standard Specification for Steel Sheet, (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. ASTM A666 (2015) Standard Specification for Annealed or (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plated and Flat bar. ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. ASTM A924/A924M (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements for Steel Sheet, metallic-Coated by hot-Dip process. ASTM E84 (2018a) Standard Test Method for Surface Burning (2018a) Standard Test Method for Surface Burning Characteristics of Building Material. MCO P5530.14 MARINE CORPS PHYSICAL SECURITY MANUAL MARINE CORPS PHYSICAL SECURITY MANUAL

SECURITY SCREENS: 1. SCREEN SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL FLAT BAR SCREEN SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL FLAT BAR 12"X ")STEEL FLAT BAR 18")STEEL FLAT BAR AND NINE (9) GAUGE EXPANDED METAL. (BOLT THRU FRAME NO TABS) . (BOLT THRU FRAME NO TABS) 2. WINDOW SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL ANGLE 12"X ")STEEL ANGLE 18")STEEL ANGLE AND NINE (9) GAUGE EXPANDED METAL 2.1. WINDOW TABS SHALL BE 2" X2" X ". WINDOW TABS SHALL BE 2" X2" X ". 18". 3. EACH SCREEN SHALL HAVE A MINIMUM OF THREE (3) MOUNTING TABS WELDED, EVENLY SPACED TO EACH SIDE OF SECURITY SCREEN. 3.1. MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY 14") BY TWO INCH(2") BY SIX(6") IN LENGTH MINIMUM, " HOLE DRILLED FOR MOUNTING BOLTS. 38" HOLE DRILLED FOR MOUNTING BOLTS. 4. ALL SECURITY SCREENS AND MOUNTING TABS SHALL BE GALVANIZED BY HOT DIPPED PROCESS AFTER FABRICATION. 5. SECURITY SCREENS TO EXISTING BRICK WALLS OR METAL DOORS 5.1. SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE 38") BY THREE INCH (3") MINIMUM, SHALL BE GALVANIZED LAG BOLTS WITH CONCRETE ANCHOR SHIELDS. 5.1. SCREENS: GALVANIZED NUTS, WASHERS, BOLTS. SIZE: THREE-EIGHTS( ") X 2" MIN. SCREENS: GALVANIZED NUTS, WASHERS, BOLTS. SIZE: THREE-EIGHTS( ") X 2" MIN. 38") X 2" MIN. 5.2. CONTRACTOR SHALL WELD LAG & BOLTS TO SECURITY SCREENS TO INSURE THAT CONTRACTOR SHALL WELD LAG & BOLTS TO SECURITY SCREENS TO INSURE THAT BOLTS CANNOT BE BACKED OUT FROM THE ANCHORED LOCATION. 6. CONTRACTOR SHALL APPLY COLD GALVANIZED PAINT OVER NEWLY WELDED BOLTS AND TABS. 6.1. COVER BRICK TO PROTECT AS TO NOT SPRAY PAINT ON BRICK OR DOOR. COVER BRICK TO PROTECT AS TO NOT SPRAY PAINT ON BRICK OR DOOR.

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PROJECT# 25M081CN

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MACC # 25-0450

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. FC300

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SPECIFICATION

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AutoCAD SHX Text SPECIFICATIONS: 1. FRAME: FRAME: 1.1. FOURTEEN(14ga.) GAUGE STEEL WITH REINFORCED CORNNERS. FOURTEEN(14ga.) GAUGE STEEL WITH REINFORCED CORNNERS. 1.2. PARALLEL ARM CLOSER REINFORCEMENT TWELVE(12ga.) GAUGE. SIXTEEN(16") PARALLEL ARM CLOSER REINFORCEMENT TWELVE(12ga.) GAUGE. SIXTEEN(16") INCHES. 1.3. REINFORCED HINGE PREPS. REINFORCED HINGE PREPS. 1.4. COUNTERSUNK HOLES TO BE USED IN CONJUNCTION WITH EXISTING WALL ANCHOR. COUNTERSUNK HOLES TO BE USED IN CONJUNCTION WITH EXISTING WALL ANCHOR. 1.4.1. PUNCHED AND OR COUNTERSUNK IN SOFFIT AREA FOR THREE/EIGHTS( ") INCH PUNCHED AND OR COUNTERSUNK IN SOFFIT AREA FOR THREE/EIGHTS( ") INCH 38") INCH DIAMETERS FLATHEAD ANCHOR BOLT THREE(3) PLACES. 1.5. FRAME SHALL FIT IN NEWLY FRAMED OPENING, WITH THIRTY-SIX(36") INCH DOOR. FRAME SHALL FIT IN NEWLY FRAMED OPENING, WITH THIRTY-SIX(36") INCH DOOR. 1.6. HINGES SHALL BE ON FRAME WITH DOOR OPENING OUT. HINGES SHALL BE ON FRAME WITH DOOR OPENING OUT. 1.7. CONTRACTOR SHALL REINFORCE THE EXISTING WALLS TO SECURE THE NEW CONTRACTOR SHALL REINFORCE THE EXISTING WALLS TO SECURE THE NEW WALLS AND SECURING THE JAMBS. CROSS BRACING ABOVE CEILING TO SECURE NEW WALL IN PLACE. STANDARD METAL FRAMING TO NEAREST CROSS MEMBER OF EXITING FRAMING. 2. DOOR: DOOR: 2.1. ODC CORE TYPE DUTY (BASES OF DESIGN OSHKOSH DOOR COMPANY) ODC CORE TYPE DUTY (BASES OF DESIGN OSHKOSH DOOR COMPANY) 2.2. TYPE: 1 TYPE: 1 2.3. SERIES: WOOD DOOR SERIES: WOOD DOOR 2.3.1. Extra heavy duty Extra heavy duty 2.3.2. Five (5) PLY Structural Composite core, Formaldehyde free Five (5) PLY Structural Composite core, Formaldehyde free 2.1. SPICES: OAK SPICES: OAK 2.2. TYPE: FLUSH TYPE: FLUSH 2.3. THICKNESS: 1 " THICKNESS: 1 " 34" 2.4. STAIN AND POLYURETHANE MATCH EXISTING STAIN AND POLYURETHANE MATCH EXISTING 3. DOOR KNOB DOOR KNOB 3.1. MATCH EXISTING DOOR KNOB TO COMPLY WITH NEW SWING ACTION DOOR. MATCH EXISTING DOOR KNOB TO COMPLY WITH NEW SWING ACTION DOOR. 3.2. LOCKSET: Grade 1, lever, keyed entry-(best style) with interchangeable LOCKSET: Grade 1, lever, keyed entry-(best style) with interchangeable core, small format, keyed satin nickel finish 3.3. HINGES: HINGES: 3.1. FIVE KNUCKLE, BALL BEARING HEAVY WEIGHT, GRADE ONE(1) FIVE KNUCKLE, BALL BEARING HEAVY WEIGHT, GRADE ONE(1) 3.1.1. STAINLESS STEEL (ANSI-A511) STAINLESS STEEL (ANSI-A511) 3.1.2. FOUR BALL BEARINGS FOUR BALL BEARINGS 3.1.3. NON-RISING REMOVABLE PIN WITH TIP AND PLUG NON-RISING REMOVABLE PIN WITH TIP AND PLUG 3.1.4. SIZE: FOUR AND HALF (4 ") INCHES. SIZE: FOUR AND HALF (4 ") INCHES. 12") INCHES. 4. CLOSER: CLOSER: 4.1. H-EDA HEAVY DUTY ARM WITH HOLD OPEN, GRADE ONE(1) H-EDA HEAVY DUTY ARM WITH HOLD OPEN, GRADE ONE(1) 4.2. THROUGH BOLTS AND HEX NUTS THROUGH BOLTS AND HEX NUTS 4.3. FINISH: ALUMINUM FINISH: ALUMINUM 4.4. ALL SEASON FLUID, CLOSING POWER ADJUSTMENT, DELAYED ACTION, FORGED ARM, ALL SEASON FLUID, CLOSING POWER ADJUSTMENT, DELAYED ACTION, FORGED ARM, HIGH IMPACT COVER, LATCHING POWER ADJUSTMENT, NON-HANDED. 5. DIAL COMBINATION LOCK DIAL COMBINATION LOCK 5.1. CDX-10 COMBINATION LOCK CDX-10 COMBINATION LOCK 5.2. BASES OF DESIGN : KABA MAS CDX-10 BASES OF DESIGN : KABA MAS CDX-10 5.3. GSA APPROVED COMBINATION LOCKING DEVICE GSA APPROVED COMBINATION LOCKING DEVICE 6. PANIC BAR: PANIC BAR: 6.1. FIRE PROOF LOCK WITH EXTERNAL LEVER FIRE PROOF LOCK WITH EXTERNAL LEVER 6.2. SATIN FINISH SATIN FINISH 6.3. EMERGENCY EXIT HARDWARE EMERGENCY EXIT HARDWARE 7. DOOR STOP: DOOR STOP: 7.1. Floor mounted. Floor mounted.

8. INSTALLATION OF NEW DOOR FRAME AND DOOR WITH HARDWARE. 1.1. EXTRA ANCHORS FOR EACH VERTICAL SIDE OF FRAME. EXTRA ANCHORS FOR EACH VERTICAL SIDE OF FRAME. 1.2. FRAME SHALL FIT THE NEW FRAME OPENING, FRAME SHALL FIT THE NEW FRAME OPENING, 1.3. DOOR FRAME SECURED TO NEWLY INSTALLED WALL DOOR FRAME SECURED TO NEWLY INSTALLED WALL 9. SEALANTS: 1.1. ACRYLIC URETHANE ELASTOMERIC. ACRYLIC URETHANE ELASTOMERIC. 1.2. BARE SURFACES SHOULD BE PRIMED BEFORE CAULKING. BARE SURFACES SHOULD BE PRIMED BEFORE CAULKING. 1.3. COLOR: GRAY. COLOR: GRAY. 10. WALL 1.4. NEW WALL TO EXTEND TO ROOF, (TRUE CEILING) NEW WALL TO EXTEND TO ROOF, (TRUE CEILING) 1.5. NEW WALLS SHALL HAVE THE GYPSUM BOARD TO THE TRUE CEILING. NEW WALLS SHALL HAVE THE GYPSUM BOARD TO THE TRUE CEILING. 1.6. THREE AND FIVE-EIGHTS(3 ") INCH, TWENTY-TWO(22ga.) METAL STUDS. EXTEND TO THREE AND FIVE-EIGHTS(3 ") INCH, TWENTY-TWO(22ga.) METAL STUDS. EXTEND TO 58") INCH, TWENTY-TWO(22ga.) METAL STUDS. EXTEND TO THE TRUE CEILING 1.7. FRAME METAL STUDS TO SIXTEEN(16" O.C.) INCH ON CENTER. FRAME METAL STUDS TO SIXTEEN(16" O.C.) INCH ON CENTER. 1.8. BRACE WALL WITH CROSS MEMBER OF METAL STUD TO NEAREST STRUCTURE FRAMING. BRACE WALL WITH CROSS MEMBER OF METAL STUD TO NEAREST STRUCTURE FRAMING. 11. GYPSUM BOARD: 1.1. FIVE-EIGHTS( ") INCH GYPSUM BOARD FIVE-EIGHTS( ") INCH GYPSUM BOARD 58") INCH GYPSUM BOARD 1.2. FIRE- RESISTANT FIRE- RESISTANT 1.3. INSTALL " GYPSUM BOARD TO METAL STUDS WITH ONE AND QUARTER(1 ") INCH, INSTALL " GYPSUM BOARD TO METAL STUDS WITH ONE AND QUARTER(1 ") INCH, 58" GYPSUM BOARD TO METAL STUDS WITH ONE AND QUARTER(1 ") INCH, 14") INCH, TYPE: "S" SCREW, EIGHT(8) INCH ON CENTER. 1.4. FINISH TO LEVEL FOUR(4). FINISH TO LEVEL FOUR(4). 1.5. PAINT WALLS PAINT WALLS 12. PAINT: 1.1. WALLS: EGGSHELL LATEX PAINT. COLOR: MATCH EXISTING WALLS: EGGSHELL LATEX PAINT. COLOR: MATCH EXISTING 1.2. CEILING: FLAT LATEX PAINT COLOR: WHITE CEILING: FLAT LATEX PAINT COLOR: WHITE 1.3. METAL: GLOSS LATEX PAINT. COLOR: MATCH EXISTING. METAL: GLOSS LATEX PAINT. COLOR: MATCH EXISTING. 1.4. CONTRACTOR SHALL PAINT ALL SURFACES OF NEWLY INSTALLED ITEMS. CONTRACTOR SHALL PAINT ALL SURFACES OF NEWLY INSTALLED ITEMS. 1.5. FINISH SURFACES SHALL BE FREE FROM RUNS, DRIPS, RIDGES, WAVES, BRUSH FINISH SURFACES SHALL BE FREE FROM RUNS, DRIPS, RIDGES, WAVES, BRUSH MARKS, LAPS AND VARIATION IN COLOR. 13. COVER BASE: 1.1. TYPE: VINYL TYPE: VINYL 1.2. SIZE: FOUR(4") INCH SIZE: FOUR(4") INCH 1.3. THICKNESS: .80 THICKNESS: .80 1.4. SURFACE: SMOOTH SURFACE: SMOOTH 1.5. COLOR: BLACK COLOR: BLACK 14. MECHANICAL: 1.1. VENTS AND DUCTS VENTS AND DUCTS 1.1.1. WALLS SURROUNDING DUCT PENETRATIONS SHALL BE FINISHED TO ELIMINATE ANY WALLS SURROUNDING DUCT PENETRATIONS SHALL BE FINISHED TO ELIMINATE ANY OPENING BETWEEN THE DUCT AND WALL. 1.1.2. ALL VENTS AND DUCTS OPENINGS THAT PENETRATE THE PERIMETER WALL AND ALL VENTS AND DUCTS OPENINGS THAT PENETRATE THE PERIMETER WALL AND EXCEEDS NINETY-SIX (96) SQUARE INCHES SHALL BE PROTECTED WITH PERMANENTLY AFFIXED BARS OR GRILLS. 1.1.2.1. IF ONE DIMENSION OF THE PENETRATION MEASURES LESS THAN SIX (6) IF ONE DIMENSION OF THE PENETRATION MEASURES LESS THAN SIX (6) INCHES, BATS OR GRILLS ARE NOT REQUIRED. 1.1.2.2. BARS SHALL BE MINIMUM OF HALF ( ") INCH DIAMETER STEEL, WELDED BARS SHALL BE MINIMUM OF HALF ( ") INCH DIAMETER STEEL, WELDED 12") INCH DIAMETER STEEL, WELDED VERTICALLY AND HORIZONTALLY SIX (6") ON CENTER,OUTSIDE PLATE TWO (2") INCH BY THREE-SIXTEEN ( ") A DEVIATION OF HALF ( ") INCH IN 316") A DEVIATION OF HALF ( ") INCH IN 12") INCH IN VERTICAL AND OR HORIZONTALITY SPACING IS PERMISSIBLE. 1.1.2.3. ALL DUCT PENETRATION SHALL BE SEALED WITH DUCT SEAL. ALL DUCT PENETRATION SHALL BE SEALED WITH DUCT SEAL. 1.1.2.4. AN ACCESS PORT TWELVE BY TWELVE (12") INCH SHALL BE INSIDE THE AN ACCESS PORT TWELVE BY TWELVE (12") INCH SHALL BE INSIDE THE SECURE PERIMETER TO ALLOW VISUAL INSPECTION OF BARS. 15. WALL PENETRATION 1.1. ALL CONDUIT, FIRE SPRINKLER PIPE, HVAC PIPE, COMMUNICATION PIPE, CABLES, ALL CONDUIT, FIRE SPRINKLER PIPE, HVAC PIPE, COMMUNICATION PIPE, CABLES, CABLE TRAYS SHALL BE FRAMED AND FIVE-EIGHTS " GYPSUM BOARD WITH LEVEL 58" GYPSUM BOARD WITH LEVEL ONE FINISH SHALL BE INSTALLED. 1.2. NO GAPS ALL PENETRATIONS SHALL BE LESS THAN HALF INCH ( ") BETWEEN NO GAPS ALL PENETRATIONS SHALL BE LESS THAN HALF INCH ( ") BETWEEN 12") BETWEEN WALLS AND EXISTING PENETRATIONS.

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FC300 PHYSICAL SECURITY

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PROJECT# 25M081CN

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MACC # 25-0450

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG. FC300

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ROOM 144 FIRE SPRINKLER HARDEN DUCT WITH ACCESS DOOR

Sheets and Views

FC300 HARDENING OF BUILDING-Title Page

FC300 HARDENING OF BUILDING-A1 NOTES

FC300 HARDENING OF BUILDING-A2 SPECIFICATIONS

FC300 HARDENING OF BUILDING-A3 SPECIFICATIONS

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FC300 HARDENING OF BUILDING-A5 RENO FLOOR PLAN (2)

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FC300 HARDENING OF BUILDING-E1 LIGHTING

FC300 HARDENING OF BUILDING-M1 MECHANICAL

File details come from the government source that posted it. Updated Mar 26, 2026.