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Document Summary

This is a compilation of architectural drawings and Statements of Work (SOW) for multiple federal construction projects at Camp Lejeune and Camp Geiger, North Carolina, involving door and wall installations at various military buildings.

FC294 Bay Doors Replacement (Camp Lejeune): The contractor must remove and replace six roll-up doors (14' x 14') with new Series 14 x 14 ft match existing finish sectional roll-up doors or equivalent. Work includes installing new door operators, preserving and reusing existing conduit and wire, ensuring thermal insulation, vinyl weather stripping, and compliance with DASMA specifications and wind loading standards. New doors must be thermally insulated with existing operator replacement. Submittals required include shop drawings, installation drawings, product data, material safety data sheets, maintenance data, and 10-year commercial limited warranty documentation. Contractor must verify field conditions and coordinate access through the Contracting Officer. Fabricator and installer qualifications require minimum three years documented experience in similar scope work.

1606 Fire Exit Doors (Camp Lejeune): Work involves installing two new double-set metal frame exit doors with 14-gauge flush metal construction on north and south sides of the building, plus one roll-up door. Specifications include keyed removable mullions, 4" x 27" wired glass kits (north doors only), seamless prime mortise hardware, and satin chrome finish. Contractor must pour new concrete handicap thresholds with new ramps, verify transition levels, and install new metal frames with associated hardware. Existing door operators must be replaced, and all doors must be factor primes and painted gray. Submittals include shop drawings, installation drawings, product data, material safety data sheets, and warranty documentation. Accessibility improvements and field verification of masonry openings are required prior to fabrication.

G640 Freezer Doors (Camp Geiger): The scope involves removing and replacing four refrigerator doors and three freezer doors, plus installing new walls. Work includes providing complete refrigerator and freezer door installations with insulation-filled panels, waterproof thermometer for exterior placement, anti-condensing strip heaters around door perimeters, replaceable rubber/vinyl wiper gaskets, and polished stainless steel hardware with self-closing spring-loaded hinges and cylinder locks with padlock provisions. Air flow-inhibiting strip curtains must be provided at each door with fasteners and hard ware. Contractor must conduct site visits to verify existing door and material conditions, ensure food items remain protected, patch walls/ceilings where existing freezer doors were demolished, and provide metal studs as wall reinforcement. Qualifications require minimum three years documented experience installing refrigerators and freezer doors of similar scope and complexity.

BLDG 67 Door & Wall Install (Camp Lejeune): Work includes installing new interior walls with doors in existing floor space, modifying office configurations from existing layout. Renovation involves new wood doors matching existing color and finish, metal frame door jambs, new oak base boards with quarter-round finish, lock hardware (Grade 1 keyed entry lever action, best style, small format, satin chrome finish), and coordination with existing mechanical systems and acoustic ceilings. New wall construction with appropriate ceiling and beam configurations is required.

WC100 System A Remote Condenser Install (Camp Lejeune): This project requires installing a new 460 Volt/3 Phase/60 Hertz remote condensing unit on the building roof using R404A refrigerant with -15-degree suction temperature and 95-degree ambient temperature rating for low-temperature freezer application. Contractor must route new refrigerant piping from existing roof penetration, support piping with rooftop rubber blocks every 8 feet, insulate with 1-inch wall thickness and aluminum UV-protective jacket, and install new electrical infrastructure including ¾" RMC conduit, 480 Volt #10 THHN solid wiring, wall-mounted 3-Phase NEMA 3R 600 Volt 30 Amp fused disconnect, and proper labeling. System evacuation to 500 microns with 2-hour vacuum hold verification and R404A refrigerant charging with -5 degree box temperature setting are required. All scheduling and access coordination is required through designated government contact Gustavo A. Rijo (gustavo.a.rijo.civ@usmc.mil, 910-451-6270), with after-hours work potentially required to prevent service interruptions.

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Amendment 0002.pdf PDF
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Combined DIV 01 specs small projects.pdf PDF
MAXIMO Initial Equip Inventory and Replacement.pdf PDF
26-0426 - SR.pdf PDF
26-0426 - PD.pdf PDF

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MCHUGH BLVD

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FC294 BAY DOORS REPLACEMENT

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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 FC294 located - This scope of work is to be accomplished at FC294 located This scope of work is to be accomplished at FC294 located aboard Camp Lejeune, North Carolina. FC294 is located on McHugh Blvd. This is a active Fire Department and will be active during the construction of new door installation, one side of bay shall be completed before the other side is started. This project will consist of demo existing six roll up doors on curve tracks, motors, master control panel, chain, chain drives, motor, motor controls. Contractor shall install six new roll up door motors, chain, chain drives, motor controls, master control panel. Complete new door system with all controls and hardware. P.O.C for building Station Capt. 910-451-2131 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. 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.

AutoCAD SHX Text 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 " FC294 ROLL UP DOOR REPLACEMENT" 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. WARRANTY ( 10 year Commercial Limited Warranty) WARRANTY ( 10 year Commercial Limited Warranty) E. RED LINE DRAWINGS RED LINE DRAWINGS 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in m Fabricator Qualifications: Minimum of three years documented experience in m similar in scope and complexity to this Project. Current certified by manufacturer as acceptable fabricator. 6.2. Installer Qualifications: minimum of three years documented installation Installer Qualifications: minimum of three years documented installation experience for project similar in scope and complexity to this project and currently certified by manufacturer as an acceptable installer.

FC294 SCOPE OF WORK: Transport materials and equipment to work site: Lay down site see Title page T!. 1. Remove six roll-up door, one side at a time. Remove six roll-up door, one side at a time. 2. Install new Series 14 x 14ft. match existing finish sectional roll-up door or Install new Series 14 x 14ft. match existing finish sectional roll-up door or equivalent, that can be used with new door operator. 3. Existing door operator is to be replaced with new operator. Existing door operator is to be replaced with new operator. 3.1. 4.1. Preserve, protect, and reuse conduit and wire when disconnected from 4.1. Preserve, protect, and reuse conduit and wire when disconnected from Preserve, protect, and reuse conduit and wire when disconnected from existing system 4. Existing motor to be replaced with manufactures approved new motor Existing motor to be replaced with manufactures approved new motor 4.1. Preserve, protect, and reuse conduit and wire when disconnected from Preserve, protect, and reuse conduit and wire when disconnected from existing system 5. New door shall be thermal insulated. New door shall be thermal insulated. 6. Vinyl weather stripping on the top, side and bottom of the bar. Vinyl weather stripping on the top, side and bottom of the bar. 7. This product will meet or exceed industry standards for wind loading. This product will meet or exceed industry standards for wind loading. 8. Meet DASMA Specifications Meet DASMA Specifications 9. Ensure all non-galvanized, exposed ferrous surfaces will receive one coat of Ensure all non-galvanized, exposed ferrous surfaces will receive one coat of rust inhibitive primer. 10. Subcontractor will not use dumpster's and landfill aboard Camp Lejeune. Take Subcontractor will not use dumpster's and landfill aboard Camp Lejeune. Take damaged door and all hardware and dispose of off base.

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FC294 BAY DOORS REPLACEMENT

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PROJECT #26M018CN

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MACC #26-0426

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DEMO SIX BAY DOORS & HARDWARE

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PROVIDE NEW SUPPLY AND RETURN VENTS, CONNECT EXISTING LINES AT SAME LOCATION

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MOTOR CONTROL WIRES DISCONNECT EXISTING ELECTRICAL CONNECTIONS

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CONNECT NEW MOTOR TO NEW CONTROLS

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AutoCAD SHX Text SPECIFICATIONS: (BASIS OF DESIGN ArmRLite Commercial Doors) 1. DOOR TO BE INSULATED, RIBBED 24 GAUGE STEEL DOOR TO BE INSULATED, RIBBED 24 GAUGE STEEL 2. FULL GLASS " INSULATED FULL GLASS " INSULATED 716" INSULATED 3. THREE (3") VERTICAL AND HORIZONTAL TRACK THREE (3") VERTICAL AND HORIZONTAL TRACK 4. EXTENDED CYCLE SPRING EXTENDED CYCLE SPRING 5. PRE-FINISHED GALVANIZED STEEL PRE-FINISHED GALVANIZED STEEL 5.1. COLOR: WHITE COLOR: WHITE 6. HARDWARE: HARDWARE: 6.1. HARVEY DUTY GAUGE GALVANIZED STEEL HARVEY DUTY GAUGE GALVANIZED STEEL 6.2. ROLLERS: ROLLERS: 6.2.1. CONTINUOUS STEEL RIM CONTINUOUS STEEL RIM 6.2.2. HARDEN " DIAMETER STEEL BEARINGS HARDEN " DIAMETER STEEL BEARINGS 14" DIAMETER STEEL BEARINGS 6.2.3. ALL HINGES AND FIXTURES " DIAMETER THREAD FORMING BOLTS ALL HINGES AND FIXTURES " DIAMETER THREAD FORMING BOLTS 14" DIAMETER THREAD FORMING BOLTS 7. COUNTERBALANCE: COUNTERBALANCE: 7.1. SHALL BE OIL TEMPERED HELICAL WOUND, TORSION SPRING SHALL BE OIL TEMPERED HELICAL WOUND, TORSION SPRING 7.2. LIFT CABLES SHALL BE AIR CRAFT QUALITY LIFT CABLES SHALL BE AIR CRAFT QUALITY

FIELD VERIFY

14'

14'

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FC294 BAY DOORS REPLACEMENT

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PROJECT #26M018CN

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MACC #26-0426

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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. FC294

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DETAILS

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NORTH ELEVATION

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SOUTH ELEVATION

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SOUTH ELEVATION

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FC294 BAY DOORS REPLACEMENT

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PROJECT #26M018CN

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MACC #26-0426

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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. FC294

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SILL DETAIL

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JAMB DETAIL

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HEAD DETAIL

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WEATHER TIGHT SEALS

ACU3

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WTR

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HTR

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ACU2

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FC294 BAY DOORS REPLACEMENT

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PROJECT #26M018CN

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MACC #26-0426

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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. FC294

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MOTOR

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CONTROL

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MOTOR & CONTROL DETAILS

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AutoCAD SHX Text NOTE: 1. CONTRACTOR SHALL REPLACE CONTRACTOR SHALL REPLACE ALL MOTORS AND ALL CONTROL SWITCHES WITH NEW MOTORS AND CONTROL EQUIPMENT PER MANUFACTURES INSTRUCTIONS. 2. PRESERVE, PROTECT, AND PRESERVE, PROTECT, AND REUSE CONDUIT AND WIRE WHEN DISCONNECTED FROM EXISTING SYSTEM

FIR ST

ELM ST

S1684

S1498

S1692

CENTER RD

HOLC

OMB BLV

D

CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

1606 FIRE

EXIT DOORSLOCATION

MAP

BUILDING

1606AREA MAP

VICINITY MAP

DRAWING INDEX

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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STONE ST

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MAIN SERVICE RD

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LEJEUNE RAILROAD

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SNEADS FERRY RD

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SETH

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WALLACE

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CREEK

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FRENCH

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CREEK

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AREA

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MAGAZINE

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AREA

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HADNOT

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POINT

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AREA

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INDUSTRIAL

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AREA

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PARADISE

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POINT

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AREA

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WATKINS

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VILLAGE

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WILLI

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AMS

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BLVD

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HOPE ROAD

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RIVER

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ROAD

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PAVILION

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MARINA

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PENGUIN

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COOT

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SWAN

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SPARROW

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LANDFILL

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ROICC OFFICE BLDG 1005

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FRENCH CREEK BORROW PIT

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US 17

AutoCAD SHX Text Beulaville

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US 7

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AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

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US 117

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US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

AutoCAD SHX Text Scott Hill

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US 17

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AutoCAD SHX Text N

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AutoCAD SHX Text Holly Ridge

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NEW RIVER

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AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

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GRAPHIC SCALE IN MILES

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AutoCAD SHX Text Morehead City

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AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

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AutoCAD SHX Text Seven

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AutoCAD SHX Text Goldsboro

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US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

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NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

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%%UCHERRY POINT

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US 70

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RIVER

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AutoCAD SHX Text Beaufort

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1606 FIRE EXIT DOORS

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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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 NUMBER WHERE DETAIL IS TAKEN

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SHEET #

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SHEET NAME

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TITLE SHEET, AREA MAPS

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BUILDING FLOOR PLAN

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DOOR SCHEDULE

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DOOR ONE ELEVATION OPENING

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DOOR TWO ELEVATION OPENING

1606 FIRE EXIT DOORS

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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BUILDING FLOOR PLAN

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BUILDING ELEVATION

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SOUTH SIDE

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NORTH SIDE

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STOREFRONT DOOR

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EACH OPENING

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ROLL-UP DOOR

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1606 ENLARGED FLOOR PLAN

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DRAWING AND DIMENSIONS ARE REFERENCE ONLY

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SHEET A4

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SEE DEMOLITION NOTES

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STOREFRONT DOOR

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SHEET A4

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SEE DEMOLITION NOTES

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ROLLUP DOOR

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1606 BUILDING ELEVATION

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EAST ELEVATION

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WEST ELEVATION

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SOUTH ELEVATION

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DOOR #1

DOOR #2

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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NOTES

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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 building 1606 building - This scope of work is to be accomplished at building 1606 building This scope of work is to be accomplished at building 1606 building 1606 is located on Center Road, at Camp Lejeune, North Carolina. This project will consist of the Contractor: shall provide material, equipment and labor as required to demo one storefront door and one roll-up door,. install two(2) sets of double door with frame and hardware 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. 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 - "1606 FIRE EXIT DOORS" 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 OF ALL MATERIAL PRODUCT DATA OF ALL MATERIAL 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. WARRANTY WARRANTY 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in Fabricator Qualifications: Minimum of three years documented experience in metal door and frames similar in scope and complexity to this Project. 6.2. Installer Qualifications: Minimum of three years documented experience in Installer Qualifications: Minimum of three years documented experience in metal door and frames similar in scope and complexity to this project. 7. Building opening shall be secured daily during the duration of installation of Building opening shall be secured daily during the duration of installation of the new metal door.

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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DOOR SCHEDULE

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NOTE:

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VERIFY PRIOR TO FABRICATION AND INSTALLATION.

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SIZES OF MASONRY OPENINGS VARY SLIGHTLY. FIELD

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%%U TYPICAL NEW JAMB AND HEAD DETAIL

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EXP. FASTENERS AT 1'-4"

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PROVIDE NEW 3/8"

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PROVIDE NEW 3/8" FLAT-

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HEAD EXP. FASTENERS

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AT 1'-4" O/O [JAMBS

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O/O [JAMBS ONLY]

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ONLY]

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NEW 14 GAUGE FRAME AND 3 ANCHORS

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NOTE:

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AS RECOMMENDED BY MANUFACTURER.

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FRAMES. PROVIDE APPROPRIATE ANCHORS

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PER JAMB.

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CAULK JT.

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

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FILL JAMBS WITH GROUT.

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REMOVE EXISTING AND PROVIDE

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CAULK JT.

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EXISTING MASONRY

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SCALE 1/2" = 1'-0"

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%%U TYPICAL NEW FRAME ELEVATION

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(FOR DOORS NORTH & SOUTH)

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14 GAUGE FLUSH

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METAL DOOR

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VARYING

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14 GAUGE FRAME

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METAL PANEL

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1-3/4" INSULATED

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VARYING

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VARYING

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METAL PANEL

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1-3/4" INSULATED

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%%U TYPICAL NEW JAMB DETAIL

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

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NON-REMOVABLE PIN

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R.H. HINGE JAMB

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L.H. HINGE JAMB

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VERIFY PRIOR TO FABRICATION AND INSTALLATION.

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PAIR OF DOORS SWING OUT DOUBLE DOOR FRAME. FIELD

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KEYED REMOVABLE MULLION

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(FOR DOORS NORTH & SOUTH)

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%%U NEW DOOR ELEVATION

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SCALE 1/2" = 1'-0"

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14 GAUGE FLUSH

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METAL DOOR

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AutoCAD SHX Text NUMBER ELEVATION WIDTH HEIGHT TYPE HAND SERIES MAT'L GAUGE PROFILE DEPTH JAMB HD CONST TYPE SERIES MAT'L GAUGE THICK TYPE CORE GLASS EDGE FINISH LOCK HARDWARE GROUP

AutoCAD SHX Text OPENING NOMINAL NOMINAL FRAME FRAME FRAME FRAME JAMB FACING FRAME ANCHOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR

AutoCAD SHX Text #1 A6 36", 36" 84" PAIR RHRA MASONRY CRS 14 MASONRY 8 3/4" 2", 2" WELD MSA HM CRS 16 1 3/4" F PS 4"X27" SEAMLESS PRIME MORTIS 1

AutoCAD SHX Text #2 A8 36", 36" 84" PAIR RHRA MASONRY CRS 14 MASONRY 8 3/4" 2", 2" WELD MSA HM CRS 16 1 3/4" F PS SEAMLESS PRIME MORTIS 1

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%%U OPENING SCHEDULE

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%%U HARDWARE SCHEDULE

AutoCAD SHX Text NORTH & SOUTH TWO DOUBLE SET OF DOORS 12 - HINGES: HAGER BB1199 4 " X 4 " US32D NRP 12" X 4 " US32D NRP 12" US32D NRP 4 - FLUSH BOLT: BURNS 590 US26D 4 - EXIST DEVICE: VON DUPRIN 99E0-262-36" X 84" DOOR 1 "-RHR 34"-RHR 4 - SURFACE CLOSER: NORTON RIXSON 7500H-PA 689 2 - THRESHOLD: NGP 426-72 (PA) 4 - DOOR SWEEPS: 36" 4 - DOOR STOPS FLOOR MOUNTED 2 - WEATHER STRIPPING KITS (DLB. DOORS NORTH & SOUTH) 2 - MULLIONS REMOVABLE KEYED 4 - GLASS KITS 4" X 27" 2 - MORTIS LOCK / LEAVER ACTION HANDLE/ 7-PIN SMALL FORMAT(USE EXISTING CORE) NORTH ONLY

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14 GAUGE FLUSH

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DOOR CLOSER

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REMOVABLE MULLION

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FASTENERS ARE TO BE INSTALLED PER MANUFACTURES WRITTEN INSTRUCTION

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DRAWING AND DIMENSIONS ARE REFERENCE ONLY

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4" X 27" WIRED GLASS KIT

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(GLASS KIT FOR DOORS NORTH ONLY)

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DOORS AND FRAME SHALL BE FACTOR PRIMES.

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DOORS AND FRAME SHALL BE PAINTED GRAY.

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NOTE:

DOORS HARDWARE SHALL BE SATIN CHROME FINISH.

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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DOOR ONE(1)

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ELEVATION OPENING

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DEMO DOOR #1 EXTERIOR

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DEMO DOOR #1 INTERIOR

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DRAWING AND DIMENSIONS ARE REFERENCE ONLY

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NEW DOOR #1 INTERIOR

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NEW DOOR #1 EXTERIOR

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AutoCAD SHX Text DOOR #1 1. CONTRACTOR SHALL POUR NEW CONCRETE FOR CONTRACTOR SHALL POUR NEW CONCRETE FOR HANDICAP THRESHOLD AND NEW CONCRETE RAMP ON INSIDE OF BUILDING. 2. CONTRACTOR SHALL VERIFY TRANSITION OF CONTRACTOR SHALL VERIFY TRANSITION OF THRESHOLD TO BE LEVEL. 3. CONTRACTOR TO INSTALL NEW METAL FRAME AND CONTRACTOR TO INSTALL NEW METAL FRAME AND DOOR WITH ALL ASSOCIATED HARDWARE SEE SPECIFICATION SHEET A3.

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THRESHOLD ELEVATION

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DEMO

NEW

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PROJECT #25M119CN

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MACC #25-0456

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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. 1606

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DOOR TWO(2)

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ELEVATION OPENING

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DEMO DOOR #2 INTERIOR

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AutoCAD SHX Text A6

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 5'

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DEMO DOOR #2 INTERIOR

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AutoCAD SHX Text A6

AutoCAD SHX Text A6

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 9'-10 "58"

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NEW DOOR #2 EXTERIOR

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AutoCAD SHX Text A6

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 5'

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NEW DOOR #2 INTERIOR

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AutoCAD SHX Text A6

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2" = 1'-0"

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AutoCAD SHX Text DOOR ONE: 1. CONTRACTOR SHALL POUR NEW CONCRETE FOR CONTRACTOR SHALL POUR NEW CONCRETE FOR HANDICAP THRESHOLD AND NEW CONCRETE RAMP ON INSIDE OF BUILDING. 2. CONTRACTOR SHALL VERIFY TRANSITION OF CONTRACTOR SHALL VERIFY TRANSITION OF THRESHOLD TO BE LEVEL. 3. CONTRACTOR TO INSTALL NEW METAL FRAME AND CONTRACTOR TO INSTALL NEW METAL FRAME AND DOOR WITH ALL ASSOCIATED HARDWARE SEE SPECIFICATION SHEET A2.

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THRESHOLD ELEVATION

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AutoCAD SHX Text 1/2" = 1'-0"

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DEMO

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NEW

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DEMO ELECTRICAL

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AutoCAD SHX Text A6

A6

SIXTH ST

SEVENTH ST

G640

G640 G650

G640A E

ST

R

EE

T

CAMP GEIGER, N.C.

LOCATION MAP AREA MAP

G640

FREEZER DOORSLOCATION

MAP

BUILDING

G640

AREA MAP

VICINITY MAP

DRAWING INDEX

AutoCAD SHX Text %%uJACKSONVILLE

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NORTHEAST CREEK

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AutoCAD SHX Text N E W R I V E R

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LEJEUNE BLVD

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TO WILMINGTON

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VERONA LOOP ROAD

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PADGETT RD

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HAWS RUN RD

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DAWSON CABIN RD

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HIGH HILL RD

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COSTON RD

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CHATEAU RD

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CC RD

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SHEPARD

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RD

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NEW RIVER INLET RD

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RANGE RD

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DIXON-SNEADS FERRY RD

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OCEAN DRIVE

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BEACH RD

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MARINES RD

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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BREWSTER BLVD

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CURTIS

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STONE ST

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STONE BAY

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FRENCH

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CREEK

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MAIN SERVICE RD

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INTRACOASTAL WATERWAY

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MEANS HIGH WATER +1.50

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER -1.50

AutoCAD SHX Text %%uSNEADS FERRY

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MEANS HIGH WATER +1.10

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MEANS SEA LEVEL 0.00

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MEANS LOW WATER +0.35

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MEANS LOW WATER +0.50

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MEANS SEA LEVEL 0.00

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MEANS HIGH WATER +1.00

AutoCAD SHX Text %%uTOWN POINT

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LEJEUNE RAILROAD

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CAMP

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SNEADS FERRY RD

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SETH

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WALLACE

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CREEK

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SOUTHWEST CREEK

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WILSON

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BAY

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TRAPS

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BAY

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CHADWICK

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BAY

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HOWARD BAY

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COURTHOUSE

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BAY

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ELLIS

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COVE

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TO

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MOREHEAD CITY

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BEAR

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CREEK

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BEAR

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INLET

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STONE

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CREEK

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MILL

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STONE CREEK

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CREEK

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MUDDY

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MILL CREEK

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TOWN

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CREEK

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LEWIS

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CREEK

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WHITE

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HURST

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CR.

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SNEADS

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FERRY

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ROAD

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TARAWA

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TERRACE

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KNOX

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TR. PARK

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MONTFORD

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LANDING RD

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MIDWAY

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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CREEK

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AREA

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MAGAZINE

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AREA

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HADNOT

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POINT

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AREA

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INDUSTRIAL

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AREA

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PARADISE

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POINT

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AREA

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RIFLE

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RANGE

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AMPHIBIAN

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BASE

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ENGINEER

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AREA

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TRIANGLE

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OUTPOST

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BEACH

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AREA

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BERKELEY

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MANOR

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WATKINS

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VILLAGE

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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CAMP

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GEIGER

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BROWNS

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INLET

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EVERETT CREEK

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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SWAMP

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BELL

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 12000

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AutoCAD SHX Text 24000

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CREEK

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FREEMAN

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MILL RUN

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ROAD

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BRINSON CREEK

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HOPE ROAD

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RIVER

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ROAD

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DUCK CREEK

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GREATER SANDY RUN AREA

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MAIN

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GATE

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MONTFORD

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POINT

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AREA

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PAVILION

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MARINA

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PHEONIX

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FLAMINGO

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TURKEY

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OWL

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LHA

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ORIOLE

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SANDPIPER

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EGRET

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CANARY

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DOVE

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PLOVER

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HERON

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HAWK

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DODO

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GOOSE

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FALCON

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OSPREY

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QUAIL

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ALBATROSS

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BLUEBIRD

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JAYBIRD

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CRANE

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GULL

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PENGUIN

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LARK

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PIGEON

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TERN

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COOT

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SWAN

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WOODPECKER

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ROBIN

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SPARROW

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MALLARD

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KIWI

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EAGLE

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PARROT

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CONDOR

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CARDINAL

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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

AutoCAD SHX Text Richlands

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US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Bolton

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US 7

AutoCAD SHX Text

AutoCAD SHX Text 4 &

AutoCAD SHX Text Acme

AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

AutoCAD SHX Text

US 117

AutoCAD SHX Text

US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text…

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