7413945 Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES 1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0002 07/14/2026 7413945

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code CG MCAS Cherry Point

FACILITIES, ROICC

B-87, 748 Roosevelt Blvd.

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION Repairs to Building 3918 to Relocate USMC

Post Office

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return original to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

7413945 Repairs to Building 3918 to Relocate USMC Post Office, Cherry Point, NC

Amendment 0002 is being issued to answer PPIs and extend the proposal due date.

The deadline to submit PPIs HAS EXPIRED.

The proposal due date of 15 July 2026 at 12:00 PM local time HAS BEEN EXTENDED to 23 July 2026 at 12:00 PM.

The Government acknowledges three outstanding PPIs. These will be answered on a forthcoming amendment.

See Attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

Repairs to Building 3918 to Relocate USMC Post Office Amendment 0002 MCAS Cherry Point, North Carolina Project No. 7413945

Block 14. DESCRIPTION OF AMENDMENT (cont.)

A. This amendment updates the Proposal Due Date/Time section provided in the original Request for Proposal to the following:

Proposal Due Date/Time: 23 July 2026 by 1200 local time

B. All other contract terms and conditions remain unchanged.

DISTRIBUTION: DoW COMMUNITY ONLY

CONTINUATION SHEET

DOCUMENT 00 01 15

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 10 JUL 2026:

1. Sheet AD201 (12913068), Revision 1: Expanded extents of CMU demo to account for precast lintel

2. Sheet A-107 (12913075), Revision 1: Dimensions added to entrance canopy

3. Sheet A-201 (12913078), Revision 1: Added precast lintels to personnel doors

4. Sheet A-504 (12913087), Revision 1: Dimensions and elevation marker added to entrance canopy

5. Sheet A-602 (12913090), Revision 1: Added precast lintel to door head detail.

6. Sheet I-112 (12913098): Detail in note G referencing end wall guards was removed.

These drawings accompany this Amendment.

PREAWARD INQUIRY FORM

PAGE SECTION PARAGRAPH

1 6/16/2026 Will the amendments from the previous RFP for this project be incorporated?

Yes - Please see list on PPI Master Form that addresses all nine original amendments / all prior RFIs.

2 6/24/2025 Is the FF&E Package to be an option and will there be a price form for that? What are we to provide in terms of the FF&E items?

Yes - Current RFP has proper bid form reflecting FF&E package.

3 6/20/2025 Wall detail sheet A501 note 2 states drywall to be type x, moisture resistant, absue resistant. There is a big difference in durability and price for each three of these types of sheetrocks.

The intent is to provide a single product with all three of these qualities.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

4 6/20/2025 Wall detail sheet A501 note 4 states drywall to be type x, glass matt covered. There is a bigger difference for these two types of sheetrock.

Note 4 is referencing gypsum sheathing, which does not apply to this project. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(MBFA)

5 6/20/2025 Can the temp walls be framed with metal studs in lieu of wood?

We take no exception to metal stud in lieu of wood. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(MBFA).

6 6/20/2025 Assuming moisture resistant would go on bathroom or wet location ceilings, can the actual gypsum product needed for the walls and remaining ceiling be provided?

Per keynote 2, all gypsum board is to be type x, moisture resistant, and abuse resistant in all locations unless otherwise noted. Specific products cannot be provided. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

7 6/20/2025 The finish schedule calls for the ceiling grid to be interlude 9/16" with a fine fissured square lay in tile. Square lay in tiles require a 15/16" grid. Please confirm the grid or tile on the finish schedule.

We have updated the finish legend and spec to specify an acoustical ceiling tile to fit with a 9/16" grid profile.

8 6/24/2025 Please provide the model number of the existing RTU to determine the cost of the adapter curb?

See NAVFAC Drawing No. 12913151. 0001

9 6/26/2025 Please provide as builts for the existing post office to be demolished.

Record Drawings provided. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

POSTED ON

AMENDMENT #PPI # REFERENCE QUESTION GOVERNMENT RESPONSEDATE

SUBMITTED

July 2011

AMENDMENT #PPI # QUESTION GOVERNMENT RESPONSE

10 6/26/2025 ECS Hazardous Materials report dated 12/18/2023 for building 3918. Figure 2 - Asbestos and Lead Sample Location Map: The project work area was not tested for asbestos or lead. The report says "No Access" for the area to receive renovations. Will another inspection take place in this area?

The report shows that 2 samples were taken in the project area but both tested negative for asbestos. No lead samples were taken within the project area, but one taken directly outside the project area (L-11) showed no lead detected.

There is a small room that was unable to be tested within the project area. I have attached a picture of the room they are referencing. Nothing stands out to me as a concern in that room.

We included the Lead/Asbestos spec just to be safe because lead was found in the adjacent mechanical room and across the hall from the project area. A second HAZMAT inspcection/report will not be provided. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

11 6/30/2025 In the Specs, Section 10 14 00.20 Page 2 Item 1.3. They ask for three (3) extra sign frames and blank plates for each sign type. That will add 21 more signs to a job that only has 30 signs total. How many of each sign type (frames and blank plates) do they actually want and for which sign types?

See paragraph 1.3 in spec section 10 14

00.20 Interior Signage. NAVFAC ID

has confirmed that extra end caps would be suitable based on the many variables for this project. (WID)

12 6/30/2025 Is a triple hat suitable for this project, or would it be prefered for a 2 or 3 man staff?

See paragraph 1.6.1.1 in spec section 01 45 00 Quality Control. The QC Manager may also serve as the SSHO.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (FEAD).

13 6/30/2025 Will the demoed doors, frames, and hardware in Building 3918 be saved for property maintenance or recycled?

See paragraph 3.1.6 in spec section 02 41 01 Building Deconstruction. Shop-fabricated doors and frames are to be recylced. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(MBFA).

14 6/30/2025 Can a detail be provided on the concrete cut in for the underground plumbing?

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (CCE).

15 6/30/2025 Will the cut in need to be done after normal business hours? See 01 14 00 Work Restrictions for work hours. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (FEAD).

16 6/30/2025 Will the new location of the cooler require being recessed into the floor? If so, can a detail please be provided?

No recess into the floor is required.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

17 6/30/2025 Is the existing cooler location recessed into the floor? If so, please provide detail to cut and patch.

The existing cooler is not recessed into the floor. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(MBFA).

18 6/30/2025 What is the excepted warranty of reinstallation of the existing cooler systems?

Reinstallation of existing cooler systems falls under the 1-year general contractors warranty. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

19 6/30/2025 Will the access control for the renovated space be tied into the existing building system, or will the post office need to be independent?

Access control ties into existing access control system. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(MBFA).

20 6/30/2025 Are as-built drawings of the fire sprinkler system available? As-built drawings of the fire sprinkler system are not available. Available information provided. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (JH).

21 6/30/2025 The area labeled "not in contract" does not appear to be seperated from the remainder of the space by a firewall, and is therefore part of the same building. Given this, is there any evidence to confirm that the fire alarm and mass notification system components that are being demolished are connected to a fire alarm control unit in the area outside of the contract?

Or that any devices in the "not in contract" area are connected to the panels to be demolished?

Extent of existing system to be demolished is based upon visual survey of existing notification appliance types, previous Commisary fire alarm system replacement project, and interface of the two existing systems. No additional confirmation is available. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (JH).

22 6/30/2025 Specification section 28 31 76 states that the existing building fire alarm system is by Notifier, but it does not specify that the new system must be by Notifier. Please confirm that the new fire alarm control panel can be by any manufacturer.

The new system must be compatible with and be capable of fully networking with the existing control panel serving the commisary. The existing to remain panel is by Notifier.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

23 6/30/2025 Drawing C-103: Existing sewer, electric, and communications are all shown being removed outside of the limits of disturbance. Would you like us to demo lines to the limits of disturbance?

See NAVFAC Drawing No. 12913057.

NOTE: The limits of disturbance have been expanded to include all demolition work items.

24 7/1/2025 During the preBid Site Visit it was observed by a Sub- Contractor that the existing supervisory controller (NAE) at Building 3918 is past end of life for servicing and is no longer able to receive security patches. Please confirm replacement of NAE with new SNE-2200, and please include J&A ML-25- 03 with response.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

25 7/1/2025 Specification indicates a HDPE plastic lockers required but it calls for pass through capability. This makes me think that they are talking about PO box type lockers. I do not know any mfg. that would make an HDPE PO box locker. PO box lockers are normally steel body with aluminum doors. Can they clarify if this is the case?

The PO Box lockers and Parcel lockers are metal finish MTL-1 as indicated on Interior Elevation drawing sheets I-202 & I-203 (NAVFAC Drawing No.

12913102). The Pharmacy Lockers in the Mall Corridor 175 are metal finish MTL-2 as indicated on Interiors elevation A1/I-203 (NAVFAC Drawing No. 12913103). See spec section 10 51 13.

26 7/1/2025 There is a group of 10 lockers in Work Room 205 that I would think would be what is specified. Can they clarify that is the case?

This is correct - Work Room 205 lockers are to be HDP-1 finish as indicated on Interiors drawing B3/I-203 (NAVFAC Drawing No. 12913103).

27 7/9/2025 The Recessed Mail Lockers and Parcel Lockers shown on drawings I-201, I-202, and I-203 are not addressed by either the Equipment Floor Plan on drawing QF101 nor the specifications. Are these items Contractor Furnished / Contractor Installed? Are they Government Furnished, Contractor Installed? Are they Government Furnished / Government Installed?

All lockers are to be Contractor Furnished / Contractor Installed.

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (WID).

28 7/9/2025 If they are to be either Contractor Furnished or Contractor Installed, it is requested specification guidance be provided.

Please see 10 51 13 Spec (WID). 0001

29 7/9/2025 During the preBid Site Visit it was observed that the walk-in coolers to be relocated per Construction Keynotes 5 and 6 on Drawing A-104 have been in service for an extended period.

They were provided by the Jeffreys Cabinet Company using equipment mfr. by the W.A. Brown & Son Company. Jeffreys has been out of business for some time. The W. A. Brown & Son Company was purchased on April 30, 2012 by Imperial Manufacturing. It is now doing business as Imperial-Brown. I was advised by Ms. Stacie Sewell that Imperial-Brown did not retain any files from the W.A. Brown & Son Company, nor does it provide any service to this old equipment. Ms. Sewell can be contacted 503-830-3274. Specification Section 110540-

1.3 required compliance with manufacturer's instructions, 110540-3.1.2.2 requires conformance to Manufacturer's standards, 110540-3.2 requires manufacturer's representative to provide advice and service, 110540-3.6.1 requires following manufacturer's procedures during start-up and testing, and to record manufacturer's recommending readings hourly. It is also noted that a warranty for the work to relocate the coolers cannot be provided. In the abscemce of any technical support from the original manufacturer, can specification guidance be provided for the unavailable items noted above?

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

30 7/9/2025 The cooler equipment is at least 13 plus years old based on the change of ownership. It is recommended that the MCX consider requiring new Walk-In Coolers which would come with a warranty. Phasing of the work could allow construction to be completed for the New Package Store area prior to taking the existing MCX Package Store out of operation. Can the requirement for new Walk-In Coolers be added to the

RFP?

This contract does not permit the purchase of new items for the use of selling merchandise. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

31 7/9/2025 During the preBid Site Visit it was observed there are no wire mesh partitions to connect to at the location of new Alcohol Storage Room 201. Will the new Wire Mesh Partition be required to be extended approximately 15'-8" to the masonry wall?

Submit proposals in accordance with RFP, Specifications, Drawings and all amendments (MBFA).

32 7/9/2025 During the preBid Site Visit it was observed there are Pharmacy Lockers in service on both sides of Mall 175. The demolition of this are on drawing AD103 does not show or address either of the Pharmacy Lockers. With the Pharmacy Lockers be relocated out of the work area by others prior to the contractor beginning work?

Pharmacy lockers will be removed as a part of a separate project prior to the start of this project. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

33 6/16/2026 IAW MCAS CP FRCS Standardization for JCI Metasys branded products, please include "J&A ML-25-03 Class FRCS Cherry Point" within the next amendment. (attached)

J&A ML-25-03 Class FRCS Cherry Point is now included as a part of the specifications of this project.

34 6/16/2026 11 Price Proposal Form CLIN 0002 Can a revised Bid Form be provided with the Government's FF&E Estimate to allow for an accurate HAR calculation?

Please see updated Price Proposal sheet attached.

35 6/17/2026 M-602 Note 10 on the Rooftup Unit Heat Pump Schedule calls that the unit must not exceed 10% of the existing rooftop unit weight. Can the existing make and model number be provided?

Government to provide existing unit make and model #. Nameplate was worn and not legible. (CCE)

36 6/17/2026 M-602 Can you confirm the scheduled RTU weight of 1,156.4 lbs?

That weight appears low for the specified applied-style rooftop uni with double-wall construction and associated features, and is more indicative of a light commercial unit.

DOR confirms weight of BOD is approximately 1150lb. BOD unit is

WSK102A4. (CCE)

37 6/17/2026 M-602 RTU-1 basis of design is a catalog style unit. Schedule notes such as 2" double wall foamed construction, digital scroll compressor, SCR heat, and two filter typles are options found on semi-custom units. In order to meet the weight requirements of schedule note 10, the RTU would need to be a catalog style RTU. Are the RTU manufacturers supposed to meet the weight requirement with a catalog unit OR meet the specified options in the scheduled notes with a semi-custom unit? They cannot meet both.

BOD unit is confirmed as a catalog style unit, WSK102A4 (Trane).

Typical cabinet unit construction is acceptable. Staged electric heat is acceptable. Multiple staged scroll compressors are acceptable. Provide unit with 2" MERV 13 filtration.

(CCE)

38 6/12/2026 3 SPECS We do not see a table of contents in the specifications-only a "list of drawings" in the SPECS. Could you please provide a table of contents for B3918 Relocate USMC Post Office?

Table of Contents provided [MBFA] 0001

39 6/26/2026 I-202 The Parcel Locker Sections likely require 2-key Parcel Locker Locks for package retention instead of standard keyed locks used for tenant mail. Can it be confirmed by Amendment whether or not the Government needs 2-Key Parcel Locker Locks in the Parcel Locker Sections (I-202 B1, B3, C1 C3)? If so, providing different series of mailboxes that will accommodate Parcel Locker Locks will change the layout for those spaces and would also have a slightly different look than indicated on the RFP Drawings. Will a change in the box layout also be acceptable if 2-Key Parcel Locker Locks will be required for required Parcel Lockers?

Yes, if the Govt. requires 2 key locks, an updated layout is acceptable as long as is doesn’t greatly reduce the number of lockers. (WID)

40 6/26/2026 1 of 11 RFP The project RFP states that all work shall be completed within 440 calendar days after award. Can 90 Days be added to the Project Duration by Amendment to allow for scheduling and completion of the required work?

Yes. 90 days may be added to project duration.

41 6/29/2026 I-112 I-112 Drawing I-112 Sheet note G states to install corner guards on all outside corners in the shop areas. In review of the drawings, there is no area identified as "shop. Please clarify.

Correction. "Shop" is referring to the "Work Room" [WID]

42 6/29/2026 I-113 I-113 Drawing I-112 Sheet note G states to install end wall protectors at all open end walls. Please identify where these are to be located.

Open end wall are not in the scope.

Disregard and see attached revised sheet. [WID]

43 6/29/2026 C-101, C02 41 00 3.1.2.2 / 01 57 19 1.7

Sheet C-101 identifies an abandoned OWS/grease trap and a water main 'believed to be abandoned in place.' No specification section or drawing note provides a disposition instruction for either utility. Please confirm: (1) The required disposition of the abandoned OWS/grease trap and water main (remove, cap-in-place, or leave as-is); (2) Whether environmental sampling or UST abatement.

No work on OW/S. Submit proposals in accordance with RFP, Specifications, Drawings, and Amendments (Avolis)

44 6/29/2026 C-100, C-101, C-502

01 57 19 1.5.1.1 Section 01 57 19 requires a traffic control plan (TCP) submitted to the CO before starting construction and compliance with MUTCD Part VI. MCAS Cherry Point is an active airfield. Please confirm: Whether there are airfield operations blackout windows or peak-hour restrictions that prohibit haul truck movements on designated routes.

No known blackout windows or peak hour restrictions. Submit proposals in accordance with RFP, Specifications, Drawings, and Amendments (Avolis)

45 6/29/2026 AD-101

thru AD- 205, A-thru A-

02 41 00 1.3 / 02 41 01 1.3.1

Demolition general notes on sheets AD-101 and AD-201 require the contractor to provide temporary shoring and bracing where existing load-bearing elements are removed until new load-bearing structure is in place. The drawings do not identify which walls or structural members within the renovation scope are load-bearing. Please confirm: (1) Whether the A/E will provide a structural assessment identifying load-bearing elements requiring temporary support during demolition; (2) Whether a contractor-prepared, PE-stamped shoring design submittal is required, and what the submittal review period is; and (3) Whether temporary shoring will impact any MCX retail areas that must remain open, and how access conflicts will be resolved.

(1) All items being demolished are non-loadbearing.

(2) No shoring design is required

(3) We do not anticipate this being an issue as we are not demolishing any loadbearing structural elements.

[MBFA]

46 6/29/2026 A-201, AD-201

02 41 01 3.1.3 / 04 20

Exterior elevation demolition sheet AD-201 keynote 7 requires partially demolishing CMU to receive a new door and frame (A-201 keynote 2), and keynote 10 requires partially demolishing CMU for a new cased opening. Sheet A- 201 keynote 13 requires a steel lintel at the exterior steel door opening, but no lintel size, type, or structural detail is referenced anywhere in the drawing set. Please provide: (1) A structural detail for the steel lintel required at the new exterior door opening; and (2) A CMU infill detail at the removed dock lift opening, including lintel and jamb bearing requirements.

(1) Please see the attached revised

AD201 (12913068), A-201

(12913078), and A-602 (12913090) for lintel requirements.

(2) No infill is required at the dock lift opening. Door 210B will go within the existing masonry opening. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments [MBFA]

47 6/29/2026 A-201, AD-201

07 21 16 N/A Sheet AD-201 indicates partial demolition of the existing EIFS down to substrate, and sheet A-201 keynote 6 requires sheet metal wrap at the EIFS edge where portions were removed. No EIFS product specification or repair spec section appears in the contract documents. The asbestos survey embedded in the specs (samples 19-1 through 19-7) shows the EIFS plaster is non-asbestos. Please confirm: (1) The EIFS product specification required for repair and patching at the new openings, including impact rating and wind load performance requirements; and (2) Whether a pre-construction moisture investigation of the existing EIFS is required before beginning demolition.

(1) Submit proposals in accordance with RFP, Specifications, Drawings and all amendments

(2) No testing is required [MBFA]

48 6/29/2026 A-201, A-109

N/A N/A Sheet A-201 keynote 5 references a building-mounted entrance canopy. No product specification, dimensional requirement, attachment detail, or alternate/base bid designation for this canopy appears anywhere in the specification package or drawing details. Please provide: (1) The product specification and dimensional requirements for the entrance canopy; (2) An attachment detail for the CMU substrate, including anchor type and whether a pull-out test is required; and (3) Confirmation of whether the entrance canopy is included in the base bid or designated as an alternate.

(1) Please see the attached revised A- 107 (12913075) and A-504 (12913087) for dimensional requirements.

(2) See details C1 and C3 on sheet A- 504 (12913087). Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.

(3) Entrance canopy is included in the base bid. [MBFA]

49 6/29/2026 MD-

101, M-

23 03 00.00 20 N/A Mechanical demolition note 6 on sheet MD-101 requires inspecting, cleaning, and repairing existing refrigeration fan coil units to remain in service. No specification section provides an inspection standard, acceptance criteria, or pass/fail protocol for evaluating the existing coil units. Please confirm: (1) What inspection standard or protocol governs the assessment of existing coil units (ASHRAE, manufacturer criteria, or government-specified criteria); (2) What is the change-order mechanism if inspection reveals a unit is beyond useful life, will the CO issue a modification or is a unit-price provision required; and (3) Are any existing units known to contain R-22 refrigerant, and if so what is the required disposition under ODS provisions.

(1)The intent of the note is to require inspection, cleaning, and minor repairs necessary to restore existing fan coil units to normal operating condition.

Inspection shall be based on the manufacturer's recommended maintenance procedures and industry-standard HVAC maintenance practices.

(2) DOR was directed to reuse existing equipment. If inspection reveals units/equipment are beyond useful life, KTR must notify the CO for direction or contract modification. (3) The existing to remain units are known to contain R-22 refrigerant. Any refrigerant removed from the existing equipment must be recovered and handled in accordance with the contract requirements and all applicable federal, state, and local regulations governing ODS. [CCE]

50 6/29/2026 MD-

23 05 93.00 22 §1.3 / §1.5.4 Section 23 05 93.00 22 requires TAB of existing systems and submittal of TAB reports of existing conditions prior to demolition. Mechanical demolition note 5 on sheet MD-101 requires obtaining airflows from existing grilles prior to demolition so that reused grilles can be rebalanced. Please confirm: What is the protocol if pre-demo airflow measurements are found to be deficient relative to current space requirements, is mechanical system redesign within the contract scope?

Pre-demo TAB is intended to document existing conditions and provide baseline for rebalancing of existing equipment. The KTR is not responsible for redesigning the mechanical system. If deficiencies are found that cannot be rectified through TAB or minor adjustments, notify the CO for further direction. [CCE]

51 6/29/2026 A-109, M-601, M-602

23 81 00 N/A Roof plan sheet A-109 construction keynotes 3 and 6 indicate a new mechanical rooftop unit and new heat pump. Please confirm: (1) Whether a structural analysis of the existing roof deck is required to confirm adequacy for new equipment dead loads before proceeding with design; and (2) Whether new roof curbs or penetrations for equipment trigger any existing roof membrane warranty claim or require manufacturer approval.

(1) New rooftop equipment weighs approximately the same as the existing equipment it is replacing. No structural analysis is required.

(2) Any penetrations or new curbs must maintain the existing roof warranty. [MBFA]

52 6/29/2026 P-101, P-201, P-701

22 00 00 N/A Construction floor plans show new unisex restrooms (rooms 207 and 209) and a janitor's closet with full fixture complements. No existing slab survey or sanitary riser information is provided in the documents reviewed. Please confirm: (1) The existing slab thickness, reinforcement layout, and finish floor elevation at the new restroom locations to determine feasibility of sub-slab sanitary routing; (2) The location, pipe size, and available invert elevation of the nearest existing sanitary branch for new fixture tie-in; and (3) The required disposition of any existing floor drains within the demolition scope — retain, relocate, or abandon-in-place.

Existing sanitary sewer piping location was provided based on site visit and existing drawings available. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments [CCE]

53 6/29/2026 C-101, C-102, E-701

26 20 00 N/A The civil site plan identifies an existing diesel generator (GEN- 3918, 580 gallons) and associated transfer switches at B3918.

No generator specification section appears in the contract documents. Please confirm: (1) Whether the existing GEN- 3918 is intended to serve the renovated post office area under this contract; (2) What post office loads are required to be on emergency power (e.g., PO boxes, lobby lighting, EVMS, security); (3) Whether the existing transfer switch is in the contract scope for replacement or testing; and (4) Whether a load bank test of the generator is required as a contract deliverable.

Existing generator is ETR. It does not serve the Post Office. Submit proposals in accordance with RFP, Specifications, Drawings and all amendments. [CCE]

54 6/29/2026 I-101, I- 102, I-

12 00 01.00 20 §1.3.1 Section 12 00 01.00 20 §1.3.1 confirms FF&E is an Option Item and may be awarded at least 6 months before contract completion. Furniture plan sheet notes confirm the GC is responsible for coordinating power and data rough-in locations. Please confirm: (1) Whether final furniture shop drawings and power/data connection layouts will be provided at least 6 months before the contract completion date to allow rough-in coordination; and (2) Whether modular furniture power strips (noted as 'not shown on drawings' in sheet I-101 notes) are included in the GC electrical scope or within the FF&E Option Item scope.

1.) Timelines will be coordinated with the contractors designer, who will work with the furniture vendor to provide final furniture plans.

2.) Furniture powers strips will be provided by the furniture vendor.

[WID]

55 6/29/2026 What is the deck height of building 3918. 17'-4" at the highest point, 16'-6" at the lowest point [MBFA]

CONCRETE MASONRY UNIT

EXTERIOR FINISH INSULATION SYSTEM

FIRST FLOOR

0"

3 4

1' -9

20'-6"

PAINTED CONCRETE MASONRY UNIT TO REMAIN

PAINTED EXTERIOR INSULATION FINISHING SYSTEM TO REMAIN

CAST-IN-PLACE CONCRETE STAIR TO REMAIN

CAST-IN-PLACE CONCRETE LOADING DOCK TO REMAIN

PARITIALLY DEMOLISH EXTERIOR INSULATION FINISHING SYSTEM DOWN

TO SUBSTRATE

DEMOLISH AND REMOVE DOCK LIFT. PREPARE INFRASTRUCTURE FOR

INSTALLATION OF NEW DOCK LIFT

DEMOLISH STEEL DOOR AND FRAME. PREPARE MASONRY OPENING

FOR NEW CASED OPENING

SAND AND PREPARE RAILING SURFACE TO RECEIVE NEW PAINT

COATING

REMOVE DOCK PADS IN THEIR ENTIRITY AND PREPARE SURFACE TO

RECEIVE NEW DOCK PADS

PARTIALLY DEMOLISH CONCRETE MASONRY AND PREPARE MASONRY

OPENING TO RECEIVE DOOR AND FRAME

N O

T

IN

C O

N

TR

A C

T

11 12 13456 39 810

AD201

A1

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. WHERE EXISTING LOAD BEARING ELEMENTS ARE TO BE REMOVED

CONTRACTOR MUST PROVIDE TEMPORARY SHORING AND BRACING OF

EXISTING STRUCTURE UNTIL NEW LOAD BEARING ELEMENT IS IN PLACE

3. EXISTING FURNITURE AND EQUIPMENT WITHIN WORK AREAS WILL BE

REMOVED BY THE GOVERNMENT

4. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED

WALLS AND SMOKE PARTITIONS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

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T H

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A V

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

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FIRE PROTECTION

M

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50679

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12913068

ESH ESH DLG

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

15 APR 2025

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

GRAPHIC SCALE: 3/64"=1'-0"

16' 0 16' 32' 48'

ELEVATION LEGEND

SCALE: 1/4" = 1'-0"

A1

PARTIAL EXTERIOR ELEVATION - EXISTING/DEMOLITION

DEMOLITION KEYNOTES

SCALE: 3/64" = 1'-0"

D3

WEST ELEVATION - EXISTING/DEMOLITION

GENERAL DEMOLITION NOTES

S Y

M D

E S

C R

IP

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A P

P R

P

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IN

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.0

.1

S

S

S

S

S

SS

S SS

S

A N

N L O

C

S1

S3

S3

S3

S3

S3 S3

S3

S3

S3

S3

S3

NOT IN CONTRACT

AREA A

AREA B

AREA C

AREA D

AREA E

AREA F AREA H

AREA G

SUPPLY

QAQC

NCOIC

215 1

POSTAL CHIEF

CONFERENCE

FIRST FLIGHT

COMM.

BEER CAVE

LOBBY

WORK ROOM

UNISEX

UNISEX

LOADING/SORTING

SECURE CAGE

GOVT PICK UP

MECHANICAL

STORAGE

GNC

MALL

MCX SALES

FLOOR

WOMEN

MEN

ELEC.

SAFE

CLOSET

WALK-IN

COOLER

PACKAGE STORE

WALK-IN

COOLER

D3

A-405

B2

A-503

10 CORRIDOR

JAN.

± 6'-4"

2' -0

SAFE

3' -1

1"

20'-0"

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH SCHEDULE

3. PROVIDE WET AREA GYPSUM BOARD CEILING AT TOILETS, JANITOR CLOSETS

AND SIMILAR HIGH HUMIDITY SPACES

4. REFERENCE THE ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE INFORMATION

5. REFERENCE THE MECHANICAL DRAWINGS FOR GRILLE AND DIFFUSER

INFORMATION

6. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED WALLS AND

SMOKE PARTITIONS

ACOUSTICAL TILE CEILING AT 9'-0" ABOVE FINISH FLOOR

ACOUSTICAL TILE CEILING AT 10'-0" ABOVE FINISH FLOOR

ACOUSTICAL TILE CEILING AT 11'-10" ABOVE FINISH FLOOR

ACOUSTICAL TILE CEILING AT 14'-4" ABOVE FINISH FLOOR

GYPSUM BOARD CEILING AT 9'-0" ABOVE FINISH FLOOR

GYPSUM BOARD SOFFIT AT 8'-0" ABOVE FINISH FLOOR. REFERENCE DETAIL

D5/A-502

GYPSUM BOARD SOFFIT AT 8'-2 1/2" ABOVE FINISH FLOOR

WALK-IN COOLER SYSTEM CEILING

OPEN TO STRUCTURE ABOVE

EQUIPMENT ACCESS PLATFORM ABOVE

ENTRANCE CANOPY ABOVE

2' x 2' ACOUSTICAL TILE CEILING SYSTEM

RECESSED LIGHT FIXTURE

2' x 4' LAY-IN LIGHT FIXTURE

1' x 4' LAY-IN LIGHT FIXTURE

GYPSUM BOARD CEILING

CEILING MOUNTED SPEAKER

RETURN GRILLE

SUPPLY GRILLE

EXIT SIGN

DIRECTIONAL EXIT SIGN

EXIT SIGN WITH EMERGENCY LIGHTS

EMERGENCY LIGHT

OCCUPANCY SENSOR

CEILING MOUNTED SENSOR

SPEAKER STROBE

OS

S

S3

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

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M E

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

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FIRE PROTECTION

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12913075

ESH ESH DLG

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

15 APR 2025

GRAPHIC SCALE: 1/8"=1'-0"

8' 0 4' 8' 16'

SCALE: 1" = 160'-0"

A5

KEY PLAN

SCALE: 1/8" = 1'-0"

A2

REFLECTED CEILING PLAN - CONSTRUCTION - AREAS G&H

N

GENERAL CONSTRUCTION NOTES

CONSTRUCTION KEYNOTES

REFLECTED CEILING PLAN LEGEND

S Y

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N .0

.1

FIRST FLOOR

0"

210A210B211A

C1

A-504

MCAS MILITARY

POST OFFICE

MAIL CALL &

OFFICIAL MAIL

M: 0800-1500 T: 0800-1500 W: 0800-1300

TH: 0800-1500

F: 0800-1500

MCAS MILITARY

POST OFFICE

STAFF ONLY

11 12 13456 39 810

N O

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A-201 A1

PROVIDE 6X6 DOCK LIFT

PROVIDE STEEL DOOR, FRAME, AND PRECAST LINTEL.

EXTEND PRECAST LINTEL TO BEAR 8" ON EITHER SIDE OF

MASONRY OPENING

PROVIDE OVERHEAD COILING DOOR AND FRAME IN

EXISTING MASONRY OPENING

REPAIR, PRIME, AND PAINT STAIR RAILING AND GUARDRAIL

PROVIDE BUILDING MOUNTED ENTRANCE CANOPY

PROVIDE SHEET METAL WRAP AT EDGE OF EXTERIOR

INSULATION FINISHING SYSTEM (EIFS) WHERE PORTION OF

EIFS WAS REMOVED

PROVIDE METAL FLASHING AND CLOSURES

PROVIDE BUILDING EXTERIOR SIGN. SEE DETAILS A1/A-504

AND A3/A-504

PROVIDE DOCK PAD, APPROXIMATELY 15'-0" X 1'-0"

CONCRETE MASONRY UNIT

EXTERIOR FINISH INSULATION SYSTEM

1. REFERENCE SHEET G-002 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH SCHEDULE

5. REFERENCE INTERIORS DRAWINGS FOR CASEWORK DIMENSIONS AND DETAILS

6. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED WALLS AND

SMOKE PARTITIONS

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

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IN

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M A

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

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FIRE PROTECTION

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R E

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12913078

ESH ESH DLG

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

15 APR 2025

SCALE: 1/4" = 1'-0"

A1

PARTIAL EXTERIOR ELEVATION - CONSTRUCTION

SCALE: 3/64" = 1'-0"

D3

WEST ELEVATION - CONSTRUCTION

GRAPHIC SCALE: 1/4"=1'-0"

4' 0 2' 4' 8'

GRAPHIC SCALE: 3/64"=1'-0"

16' 0 16' 32' 48'

CONSTRUCTION KEYNOTES

ELEVATION LEGEND

GENERAL CONSTRUCTION NOTES

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

P

R E

C A

S T

L

IN

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L S

.0

.1

STANDING SEAM

METAL ROOF

2x10 BLOCKING

2x8 BLOCKING

1'-0" FLUSH

METAL PANEL

7/8" HAT

CHANNEL AT 1'-4"

ON CENTER

METAL DECK

3 5/8" STRUCTURAL

FRAMING AT 1'-4" ON

CENTER

FLASHING AND

CLOSURES

3/4" GALVANIZED STEEL

HANGER ROD AND EYE BOLTS.

PVDF FINISH

A-504 C3

EXISTING CONCRETE

MASONRY UNIT WALL

EXISTING EXTERIOR

INSULATION FINISHING

SYSTEM

1/4" SLOPE

NOTES:

WHERE CONCRETE MASONRY UNITS ARE EXPOSED AFTER PARTIAL REMOVAL OF

EXTERIOR INSULATION FINISHING SYSTEM, PAINT CMU TO MATCH EXISTING

±9'-0"

AFF

3'-11"

FLASHING WITH DRIP EDGE

EXISTING CONCRETE

MASONRY UNIT WALL

EXISTING EXTERIOR INSULATION

FINISHING SYSTEM

METAL FLASHING

WITH HEMMED EDGE

SHEET METAL WRAP ON EDGE OF

EXTERIOR INSULATION FINISHING

SYSTEM BEYOND

ZEE CLOSURE

BRONZE COLORED BACKGROUND

1.5" WHITE HELVETICA MEDIUM LETTERS

1/8" ALUMINUM SIGN

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS AIR STATION CHERRY POINT, DATED 08 AUGUST 2024

2. AFFIX UNIT SIGN TO EXTERIOR WALL WITH A MINIMUM OF THREE (3) EXPANSION ANCHORS PER SIDE

3. ANCHORS MUST BE SET INTO MORTAR JOINTS. DO NOT DAMAGE CONCRETE MASONRY UNIT

4. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

5. COORDINATE SIGN CONTENT WITH GOVERNMENT DURING CONSTRUCTION. CONFIRM TEXT WITH OWNER PRIOR TO PROCUREMENT

3'-0"

AFF

MCAS MILITARY

POST OFFICE

1'-4"

2' -5

/2

2' -4

/2

" MAIL CALL &

OFFICIAL MAIL

M: 0800-1500 T: 0800-1500 W: 0800-1300

TH: 0800-1500

F: 0800-1500

3'-0"

AFF

MCAS MILITARY

POST OFFICE

1'-4"

1' -8

1/ 2"

9"

2' -4

/2

STAFF ONLY

1/8"

STUD MOUNTED TO

BUILT FACADE WITH

3/8" SPACERS AND

SILICONE. SEE

ELEVATIONS FOR

SPECIFIC

PLACEMENT

SECTION

2' -5

/2

1' -8

1/ 2"

9"

WHITE BACKGROUND

4.5" BLACK HELVETICA

BOLD LETTERS

1/8" ALUMINUM SIGN

NOTES:

1. REFERENCE THE SIGN POLICY FOR MARINE CORPS AIR STATION CHERRY POINT, DATED 08 AUGUST 2024

2. AFFIX UNIT SIGN TO EXTERIOR WALL WITH A MINIMUM OF THREE (3) EXPANSION ANCHORS PER SIDE

3. ANCHORS MUST BE SET INTO MORTAR JOINTS. DO NOT DAMAGE CONCRETE MASONRY UNIT

4. FINAL TYPE AND LOCATION WILL BE PROVIDED BY THE ROICC

5. COORDINATE SIGN CONTENT WITH GOVERNMENT DURING CONSTRUCTION

13'-0"

AFF

USPS LOGO

PICK-UP / DELIVERIES

3' -0

5'-0"

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

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Y N

A V

A L

F A

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DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

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C T

IO

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BRANCH MANAGER

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FIRE PROTECTION

M

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AS INDICATED

N A

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A C

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IT

IE

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G S

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C O

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S p ro je c ts

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A-504

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12913087

ESH ESH DLG

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

15 APR 2025

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1"

GRAPHIC SCALE: 1"=1'-0"

1' 0 1' 2'

SCALE: 1" = 1'-0"

C1

CANOPY DETAIL

SCALE: 3" = 1'-0"

C3

CANOPY DETAIL - ENLARGED CLOSURE DETAIL

SCALE: 1" = 1'-0"

A1

2-PIECE BUILDING PLAQUE

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

A3

DELIVERIES SIGN

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

2' 0 1' 2' 4'

S Y

M D

E S

C R

IP

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D A

T E

A P

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N T

R A

N C

E C

A N

O P

Y C

L A

R

IF

IC

A

T

IO

N .0

.1

VARIES

HEAD

SEALANT, BOTH

SIDES OF FRAME

SEALANT, BOTH

SIDES OF FRAME

ANCHOR, 3

PER JAMB

A

JAMB

B

SILL

SEALANT, BOTH

SIDES OF FRAME

C

HEAD

SEALANT, BOTH

SIDES OF FRAME

SEALANT, BOTH

SIDES OF FRAME

ANCHOR, 3

PER JAMB

A

JAMB

B

EXISTING MASONRY

WALL TO REMAIN

CLOSED CELL FOAM

RAKE FOAM JOINT AND

INSTALL SEALANT

HOLLOW METAL DOOR

SWEEP

THRESHOLD, FULL

WIDTH OF FRAME, SET

IN A BED OF SEALANT

HOLLOW METAL

FRAME BEYOND

EXISTING CONCRETE

SLAB ON GRADE

5 3/4"

RETROFIT EXPANDING JAMB

ANCHORS, 3 PER JAMB

SEALANT, ENTIRE

PERIMETER, BOTH SIDES

THRESHOLD BELOW

JAMB

2 7/8"

EXISTING MASONRY

WALL TO REMAIN

B

SILL

C

3 5/8" METAL STUD FURRING

GYPSUM WALL BOARD

GYPSUM WALL BOARD

3 5/8" METAL STUD FURRING

HEAD

A

8" X 12" X 56" PRECAST

LINTEL. BEAR 8" ON

EITHER SIDE OF

MASONRY OPENING

HEAD

JAMB

B

A

METAL STUD HEADER

ALUMINUM STOREFRONT

SYSTEM

GYPSUM WALL BOARD

SILICONE SEALANT WOOD SHIMS

ALUMINUM STOREFRONT

SYSTEM

GYPSUM WALL BOARD

SILICONE SEALANT

EXISTING MASONRY

WALL TO REMAIN

CLOSED CELL FOAM

RAKE FOAM JOINT AND

INSTALL SEALANT

5 3/4"

2 7/8"

RETROFIT EXPANDING JAMB

ANCHORS, 3 PER JAMB

SEALANT, ENTIRE

PERIMETER, BOTH SIDES

THRESHOLD BELOW

JAMB

2 7/8"

EXISTING MASONRY

WALL TO REMAIN

B

HEAD

A HEAD

SEALANT, BOTH

SIDES OF FRAME

SEALANT, BOTH

SIDES OF FRAME

ANCHOR, 3

PER JAMB

A

JAMB

B

6 1/2"

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

D E S

IG

N A

N D

C O

N S T R U

C T

IO

N

D C

C O

R E

N A V A L S

T A T

IO

N

N O

R F O

L K V A

M A

R

IN

E C

O R

P S

A

IR

S T

A T

IO

N

C H

E R

R Y

P O

IN

T

N

C n t

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

NO

IT

AR

OP

RO

C

LAR

CAROLINANORTH

50679

T

T C

E

TI

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G I S

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A N

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ORA

N O

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T H

C

N

D A

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N

DE

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ER

III

C

N

NRB E

E W

AS INDICATED

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

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ID

A T

L A

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S p ro je c ts

\2

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S tu d y f o r

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B

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A T

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H E

R R

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O

IN

T P

O S

T O

F F

IC

E

12913090

ESH ESH DLG

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

15 APR 2025

SCALE: 1" = 1'-0"

A5

INTERIOR STEEL FRAME DETAILS

SCALE: 1" = 1'-0"

A4

INTERIOR STEEL FRAME DETAILS

GRAPHIC SCALE: 1"=1'-0"

1' 0 1' 2'

SCALE: 1" = 1'-0"

A1

EXISTING MASONRY WALL DOOR DETAIL

SCALE: 1" = 1'-0"

A2

INTERIOR STOREFRONT DOOR DETAILS

SCALE: 1" = 1'-0"

C1

EXISTING MASONRY WALL DOOR DETAIL

SCALE: 1" = 1'-0"

C2

INTERIOR STEEL FRAME DETAILS

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

P

R E

C A

S T

L

IN

T E

L S

.0

.1

GOVT PICK

UP

LOADING/SORTING

SECURE

CAGE

UNISEX

UNISEX

JAN.

SAFE

COMM.

ROOM

FIRST

FLIGHT

CONFERENCE

POSTAL

CHIEF

NCOIC

QAQC

SUPPLY

WORK

ROOM

PN

T-

PN

T-

PN

T-

LOBBY

PACKAGE

STORE

PNT-3

NOT IN

CONTRACT

NOT IN

CONTRACT

I-203

C1

AREA G

AREA H

AREA E

AREA F

I-203

B1

I-203A3

I-401 A1

WC-3

BEER CAVE

WALK-IN

COOLER

WALK-IN

COOLER

CORRIDOR

T-1RES-1

SC-1 NOT IN

CONTRACT

WALL FINISH START/STOP INDICATOR

= NOT IN CONTRACT

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G S

YS

TE

M S

C O

M M

AN

D

DRAWFORM REVISION: 25 AUGUST 2020

DE

SI

GN

A

ND

C

ON

ST

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(D C)

C

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NA

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H

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R Y

PO

IN

T, N

C

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

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TE

M

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O M

M

AN

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ID

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LA

N

TI

C

1008 GRANBY

STREET

NORFOLK, VA 23510

757.224.0489

Fi le

P at h:

P rin t D at e:

1/8" = 1'-0"

W :\2

B3

Po st O ffi ce

R ep ai rs

\R ev it\

_B

W

ID

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.rv t

7/ 2/

2:

:5

PM

FI

N

IS

H

P

LA

N

AR

EA

G

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I-112

R

EN

O

VA

TE

B

R

EL

O C

AT

E

C H

ER

R

Y

PO

IN

T

JDK DMR JDK

H. PERRY

H. PERRY

P. FAULKNER

H. EID

7413945

12913098

PO

ST

O

FF

IC

E

A. FINISHES INDICATED ARE THE APPROVED BASIS OF

DESIGN TO CONVEY COLOR, PATTERN, TEXTURE AND

SALIENT CHARACTERISTICS ONLY. THE LISTING OF

MANUFACTURER INFORMATION IS NOT INTENDED TO

LIMIT THE SELECTION OF PRODUCTS PROVIDED BY

OTHER MANUFACTURERS. PRODUCTS MEETING THESE

CRITERIA WILL BE CONSIDERED AND MUST BE REVIEWED

BY THE INTERIOR DESIGNER OF RECORD (IDOR) AND THE

NAVFAC INTERIOR DESIGNER AND APPROVED BY THE

CONTRACTING OFFICER.

B. FINISH ITEMS ARE NOT TO BE SUBSTITUTED DUE TO

ORDERING LEAD TIMES. IT IS THE CONTRACTOR ’S

RESPONSIBILITY TO ORDER ALL MATERIALS IN TIME TO

AVOID DELAYS.

C. COORDINATE THERMOSTAT LOCATIONS WITH

MECHANICAL DRAWINGS AND CONSTRUCTION MANAGER.

INSTALL THERMOSTATS NEAR A CORNER OF THE ROOM

OR BY LIGHT SWITCHES. DO NOT INSTALL THERMOSTATS

IN THE CENTER OF A WALL.

D. ALL INTERIOR FINISHES IN VERTICAL EXIT WAYS, EXIT

LOBBIES, AND EXIT CORRIDORS MUST MEET MINIMUM

CLASS A RATING.

E. SPRAY PAINT ELECTRICAL PANELS, ACCESS PANELS, AND

EXPANSION JOINTS TO MATCH THE ADJACENT WALL

COLOR. PANELS PAINTED BY BRUSH ARE NOT

ACCEPTABLE

F. ALL FLOORING TRANSITIONS MUST MEET ABA

GUIDELINES. FLOORING TRANSITIONS OCCURRING

UNDER DOORS MUST BE CENTERED UNDER DOOR.

G. INSTALL CORNER GUARDS (CG-2) ON ALL OUTSIDE

CORNERS IN SHOP AREAS.OUTSIDE CORNERS IN ALL

OTHER AREAS TO RECEIVE (CG-1). CORNER GUARDS AND

END CAPS MUST BE FULL HEIGHT AND SHOULD NOT BE

USED ON CMU WALLS, TILED WALLS, OR MANUFACTURED

STONE WALLS.

H. ROOMS IDENTIFIED TO RECEIVE TILE ON WALLS MUST

INCLUDE METAL TRANSITIONS ON ALL OUTSIDE AND

INSIDE CORNERS AS WELL AS THE INTERSECTION

BETWEEN FLOOR AND WALL TILE WHERE APPLICABLE

FOR A COMPLETE INSTALLATION.

I. AREAS RECEIVING EPOXY RESINOUS FLOORS (RES-1) TO

HAVE MATCHING INTEGRAL RESINOUS COVE BASE.

J. ALL WALLS TO BE PAINTED (PNT-1) UNLESS OTHERWISE

INDICATED. ALL HOLLOW METAL DOORS AND DOOR

FRAMES TO BE PAINTED (PNT-4). ALL GWB & EXPOSED

CEILINGS TO BE PAINTED (PNT-5).

K. ALL SHOWER FLOORS AND SHOWER WALLS TO BE SOLID

SURFACE (SS-2).

L. ALL INTERIOR WOOD DOORS TO BE (WD-1).

M. ALL WALL TILE TO RECEIVE GROUT FINISH (GR-1). FLOOR

TILE TO RECEIVE GROUT FINISH (GR-2).

N. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER

MANUFACTURER'S INSTALLATION REQUIREMENTS.

O. SEE FINISH PLANS I-111 & 1-112 AND ROOM FINISH

SCHEDULE ON SHEET I-601 FOR FINISH LOCATIONS.

P. SEE I-601 FOR FINISH LEGEND.

SCALE: 1/8" = 1'-0"A1 FINISH PLAN - AREA G&H

GOVT PICKUP

LOADING/SORTING

SECURECAGE

UNISEX

UNISEX

JAN.

SAFE

COMM.ROOM

FIRSTFLIGHT

CONFERENCE

POSTALCHIEF

NCOIC

QAQC

SUPPLY

WORKROOM

4' 8' 16'0' 1/8" =1'-0"

KEYPLAN

GRAPHIC SCALE(S)

SHEET NOTES

FINISH PLAN KEY

AREA A

AREA G

AREA H

AREA F

AREA C

AREA B

AREA E

AREA D

NOT IN CONTRACT

I G

IV

R

FOHT

I

NO

M N

EW

A

OM

L

C

C

A

Cert. 001152

JAMIE D. KISSEL RER

T

IFIED

INTERIOR DES

IG

N E No.

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR