About this file

This document is a Pre-Proposal Inquiry (PPI) Responses summary for federal construction projects P-993 and P-995 at Marine Corps Air Station Cherry Point, North Carolina. The projects involve constructing an F-35 Sustainment Center and associated facilities with multiple specialized components.

The document addresses 151 pre-proposal questions and government responses spanning architectural, mechanical, electrical, structural, and specialty equipment design clarifications. Key scope items include paint booth systems (with NFPA 33 compliance), composite autoclaves and ovens, aerospace X-ray testing equipment with radiation shielding, RF-shielded enclosures, building systems (HVAC, fire protection, plumbing, electrical), pile-supported bridge structures, and furnishings/equipment (FF&E). Notable clarifications address: Electronic Security System (ESS) infrastructure removal from CLINs 0007 and 0014; crane type specification for P-995 (pending response); X-ray equipment detector basis-of-design flexibility; autoclave airflow design intent prioritizing temperature uniformity; paint booth hazardous area classifications and ventilation requirements during sanding/wash modes; RF vault penetration routing discretion; and pile splicing allowance for lengths exceeding 55 feet. The proposal due date was extended to April 28, 2026 via Amendment 0002, which also provided revised pricing forms and removed conflicting CLIN specifications. Several responses remain pending, including crane type confirmation, regulatory compliance clarifications (21 CFR 1020.40), X-ray system training scope, door opening dimensions, inspection performance criteria, and small business participation target reduction from 40% to 20% due to CMMC Level 2 certification requirements. The document reflects coordination between NAVFAC, the contracting office, and proposers to resolve technical ambiguities prior to proposal submission.

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AMENDMENT 0012 Attachment F - Price Proposal Form Revised.docx DOCX document
AMENDMENT 0011 Attachment F - Price Proposal Form Revised.docx DOCX document
AMENDMENT 0011.pdf PDF
Amendment 0010 P-993 Updated Dwgs Specs Geotech Report.pdf PDF
AMENDMENT 0010.pdf PDF
Amendment 0010 PPI Responses.pdf PDF
AMENDMENT 0009.pdf PDF
Amendment 0009 PPI Responses.pdf PDF
Amendment 0008 PPI Responses.pdf PDF
AMENDMENT 0008.pdf PDF
Amendment 0006 1786799dwg05of28Volume1Part-5.pdf PDF
Amendment 0006 1786799dwg01of28Volume1Part-1r1.pdf PDF
Amendment 0006 Landscape.pdf PDF
Amendment 0006 Specs P993 Addendum No. 1_Div 01.pdf PDF
Amendment 0006 P993 Submittal Register.pdf PDF
Amendment 0006 1786799dwg09of28Volume1Part-9.pdf PDF
Amendment 0006 1786799dwg04of28Volume1Part-4.pdf PDF
Amendment 0006 1786799dwg02of28Volume1Part-2.pdf PDF
Amendment 0006 1786799dwg07of28Volume1Part-7.pdf PDF
Amendment 0006 1786799dwg10of28Volume2Part-1r1.pdf PDF
Amendment 0006 1786799dwg03of28Volume1Part-3.pdf PDF
Amendment 0006 1786799dwg06of28Volume1Part-6.pdf PDF
Amendment 0006 PPI Responses.pdf PDF
AMENDMENT 0006.pdf PDF
Amendment 0005 PPI Responses.pdf PDF
AMENDMENT 0005.pdf PDF
Amendment 0004 - P995 1786799dwg01of01.pdf PDF
Amendment 0004 - P995 Spec 25 10 10.pdf PDF
Amendment 0004 PPI Responses.pdf PDF
Amendment 0004 - CJA ML-25-03 Class FRCS Cherry Point.pdf PDF
Amendment 0004 - P995 Spec 45 52 00.pdf PDF
Amendment 0003 - A-407 REV1.pdf PDF
AMENDMENT 0003.pdf PDF
Amendment 0003 - 08 33 23.pdf PDF
Amendment 0003 Pre-Proposal Inquiries.pdf PDF
Amendment 0003 - 08 11 16.pdf PDF
Amendment 0003 - 45 52 00.pdf PDF
AMENDMENT 0002 Attachment F - Price Proposal Form Revised.docx DOCX document
AMENDMENT 0002.pdf PDF
P995 1692230 Drawings Volume 3 of 4.pdf PDF
P995 1692230 Drawings Volume 1 of 4.pdf PDF
P995 1692230 Drawings Volume 4 of 4.pdf PDF
N4008526R0002.pdf PDF
Attachment A - Pre-Proposal Inquiry (PPI) Form.xlsx XLSX spreadsheet
Attachment G - DOD-CUI_Non-Disclosure Agreement.pdf PDF
Attachment B - PIEE Vendor Access Instructions.pdf PDF
Attachment F - Price Proposal Form.docx DOCX document
Attachment E - SBSP.docx DOCX document
Attachment D - SBPCD.docx DOCX document
Attachment C - Historical Small Business Utilization.docx DOCX document
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3. PRE-PROPOSAL INQUIRY RESPONSES:

Question

Reference Question Government Response

Page Section Paragraph

1 12 00 21 00

As we prepare our proposal, we are experiencing a challenge related to the timing of subcontractor and vendor quotations. Many subcontractors and vendors do not release final pricing until one to two hours before our proposal is due. This significantly affects our ability to finalize our price volume, as we cannot determine which subcontractors or vendors will ultimately be included in our final pricing until just before submission.

Because the RFP requires the Small

Business Subcontracting Plan (SBSP) to be submitted with the Price

Proposal volume, contractors must either (1) base the SBSP on preliminary assumptions made several hours in advance of submission, or (2) submit the SBSP at a later time on bid day, once subcontractor and vendor selections are confirmed. To ensure full compliance, while providing the most accurate information possible, we respectfully request your guidance and preference: Submit our SBSP based on assumptions made prior to receiving final subcontractor and vendor pricing OR submit an accurate

SBSP by 5:00p EDT on bid day, once all pricing and selections are finalized.

Propose per RFP

2 SF1442

PPIs are currently due on 7 April

(within 14 calendar days prior to the solicitation closing date). Allowing for one week for NAVFAC to provide PPI responses, and one week for contractors to incorporate any changes with subcontractors, we request a one-week extension of the proposal due date from 21 April 2026 to 28 April

2026 at 2:00p EDT.

Proposal due date extended to

28 April 2026 via Amendment

0002.

3 5-10 of 60

00 10 00 and

Attachm ent F

Pages 5-10 of Section 00 10 00 of the solicitation provide the Contract Line-

Item Number (CLIM) Schedule with

Additional Information/Notes. Also included as part of the solicitation is the separate Attachment F Price

Proposal Form, which differs from the one provided in Section 00 10 00.

Please confirm which of these two

Submit (revised) Attachment F

Price Proposal Form provided with Amendment 0002 in accordance with the RFP.

documents contractors are to submit with our Price Proposal volume.

BID

SHEET

CLINS

07 & 014

CLIN's 0007 and 0014 are to provide

Electronic Security System (ESS) for both P-993 and P-995. Please confirm if the Fire\ alarm system will be considered as ESS. Or is the intent to cover all work as shown on the TY

(Security) drawing set?

ESS will not be included in the Plans and Specifications, but the infrastructure (conduit and boxes) is included in the

Base Bid of the contract.

Specification Section 28 08 10

Electronic Security System

Acceptance Testing and 28 10

05 Electronic Security

Systems (ESS) will be removed from P993. Further

Specifications changes will be included in an upcoming amendment. CLIN(s) 0007 and 0014 have been

REMOVED from the Price

Proposal Form. See

Amendment 0002 revised

Price Proposal Form.

5 P-993 Sheet S-

The CLT roof to steel connection uses a CLT "nailer" per (sheet S-540). Can a glulam nailer be provided in lieu of the 12" wide CLT nailer? A glulam nailer is much easier to fabricate - and has less exposed wood end grain. The glulam nailer would be a 3.5"x12" glulam laid flat.

This can be considered during the CA phase and will require additional time to investigate the impact. Prior to further investigation, please confirm that a 3.5" glulam will be adequate to accommodate roof slope, please see Note 2 in each of the associated details on S-540.

6 P-995 41 22

13.15

1.3.1.1

1.3.1.3

Section 1.3.1.1 identifies the crane system as an under running crane, while Section 1.3.1.3 classifies the system as a top running crane. These crane types have fundamentally different structural support requirements, runway beam configurations, and cost implications.

Please clarify which crane type is required for this project:

Under Running (Underhung) Bridge

Crane, or

Top Running Bridge Crane

Additionally, confirm whether the supporting structure (runway beams, columns, and building framing) has been designed to accommodate the intended crane type.

PENDING RESPONSE

7 P995, 2 45 52 00 1.3.1

The specification references NAVSEA

Manual S0420-AA-RAD-010;

however, this document has not been provided within the solicitation package and is not readily accessible

The document is not available for public release. The

Government will release the appropriate sections once the vendor for the X-ray through standard public sources.

Please provide a copy of NAVSEA

Manual S0420-AA-RAD-010 or identify an official source/location where the document can be obtained.

equipment has been selected.

Additional criteria will be added by amendment.

8 P995, 2 45 52 00 1.3.1

The specification states that

“Acceptance testing is calibrated to

Fleet Readiness Center East (FRCE) quality standards.” However, no criteria, procedures, tolerances, or reference documents defining these standards have been provided.

Please provide detailed requirements for the referenced FRCE quality standards, including:

-Applicable testing procedures and protocols

-Acceptance criteria and tolerances

-Calibration requirements

-Any governing documents or standards to be followed

Testing procedures, acceptance criteria and tolerances added by amendment. Calibration requirements and governing documents will be added to the specification by amendment.

9 P995, 4 45 52 00 3.4, Item 9

Paragraph 3.4 specifies the use of a

“1515DX detector.” It is unclear whether this represents a strict basis-of-design requirement or a performance benchmark.

Please clarify whether:

-The specified 1515DX detector is mandatory, or

-Equivalent or superior detectors meeting or exceeding the required performance criteria are acceptable

Additionally, if alternatives are acceptable, confirm whether:

-They may be proposed as equals within the base bid, or

-They must be submitted as a separate line-item option / alternate

It is intended that the detector cited is a basis of design only.

Other manufacturers’ products will be accepted provided they meet the performance requirements of the basis of design.

10 P995, 2 45 52 00 1.4

Paragraph 1.4 requires a 5-year warranty for the system. However, certain critical components— specifically the x-ray source and detector—typically do not carry a 5-year manufacturer warranty under standard industry practice.

Please clarify whether:

-The 5-year warranty requirement applies to all system components without exception, or

-Exceptions are permitted for components with standard

PENDING RESPONSE

manufacturer warranty limitations

Additionally, if full compliance is not feasible, confirm whether the

Contractor may:

-Propose standard manufacturer warranties for these components, and/or

-Provide recommended spare parts

(e.g., x-ray source, detector) as an optional line item to support long-term operability in lieu of extended warranty coverage

Basis of Concern / Impact:

The specified 5-year warranty exceeds typical industry standards for key system components and may:

-Limit availability of compliant equipment vendors

-Introduce sole-source or non-competitive procurement conditions

-Result in significant cost premiums or infeasible requirements

11 P995, 2 45 52 20 1.3.1.1

Reference:

“Vault and Manipulator Equipment:

480 Volt, 3 Phase, 60 Hertz, 50 Amp”

Question:

Is the use of a step-down transformer

(480V to 240V) acceptable to meet the power requirements for the Vault

Manipulator Equipment, or should the building electrical service be adjusted to accommodate the actual equipment power requirements?

Clarification is required to confirm compatibility with available facility power and to support accurate electrical design and pricing.

Use of step-down transformer is intended and is acceptable.

12 P995, 3 45 52 00 2.2

Reference:

“X-ray vaults are constructed of shielded modular panels.”

Question:

The specification indicates shielded modular panel construction for the x-ray vault. Please confirm whether:

-Self-shielded modular vault systems are acceptable, and

-Cast-in-place (concrete-shielded) vault construction may be provided as an equivalent alternative, provided shielding and performance

Propose per plans and specifications.

requirements are met

Multiple industry-standard approaches exist for x-ray vault construction.

Clarification is required to:

-Confirm allowable system types

-Maintain competitive vendor participation

-Optimize cost, constructability, and schedule

13 P995, 3 45 52 00 2.2

Section 45 52 20 ¶2.2: Section 2.2 cites compliance with 21 CFR 1020.4;

however, this reference appears incorrect.

It is understood that the applicable regulation for cabinet x-ray systems is

21 CFR § 1020.40. Please confirm whether the intended requirement is

21 CFR § 1020.40 and revise the specification accordingly. Clarification is required to ensure proper regulatory compliance, equipment selection, and accurate pricing.

PENDING RESPONSE

14 P995, 4 45 52 00 3.2.1

Section 45 52 20 ¶3.2.1: The specification states, "Provide two hours of onsite training."

Please confirm whether this represents the full training requirement, or if separate operator training and maintenance training sessions are required as part of commissioning and turnover. Clarification is required to ensure proper scope definition, coordination with end users, and accurate pricing.

PENDING RESPONSE

15 P995, 4 45 52 00

3.4 XTE-1

Item 3

Section 45 52 20 ¶3.4, Item 3: The schedule indicates a "6'-0\" high by 8'-

0\" wide biparting motorized slider," which appears restrictive for loading a

33.7-foot blade with associated handling fixtures or carts.

Please confirm:

(a) the required clear opening height and width for blade loading, and

(b) whether the stated door dimensions are a strict requirement or may be adjusted as part of the delegated design.

Clarification is required to ensure constructability, equipment compatibility, and accurate pricing.

16 P995, 4 45 52 00

3.4 XTE-1

Item 7

Section 45 52 20 ¶3.4, Item 7:

"Internal bridge crane: 2 tons, for loading blades from transport cart to blade manipulator"

a) Will the transport cart be positioned inside the X-ray vault for loading via the internal bridge crane, or is blade transfer expected to occur outside the vault?

b) Please confirm whether the transport cart and lifting fixtures are

Owner-furnished or included within the Aerospace X-ray Testing

Equipment scope.

The transport cart is going to be positioned inside the vault for loading and unloading the blades to the fixture. The carts are owner furnished.

17 P995, 4 45 52 00

3.4 XTE-1

Item 8

Section 45 52 20 ¶3.4, Item 8: "X-ray characteristics: Mark X system with

MXR 160-HP11 having 0.4 to 1.0 focal spots at 800 to 1,800W, 160 kV source, cooler and controller

A Mark X system is referenced. Does this refer to a device that physically places a fiduciary mark on the blade so that it is easy to identify the place on the blade which must be reworked or repaired?

Yes, the Mark X system is a feature that allows the system to mark the blade where the damage is and later the operator can go and examine the blade further.

18 P995, 4 45 52 00

3.4 XTE-1

Item 8-10

From an X-ray imaging standpoint, the specifications are prescriptive and design-based rather than performance-based.

Please define the required inspection performance criteria for acceptance, including target defect types (e.g., water intrusion, crushed core, debonds, foreign object inclusion), minimum defect size / sensitivity, and any required IQI or image quality standard.

PENDING RESPONSE

19 P995, 4 45 52 00

3.4 XTE-1

Item 4,9,10

Please provide the required inspection throughput / cycle time per blade.

PENDING RESPONSE

20 P995, 4 45 52 00

3.4 XTE-1

Item 4-5

Please clarify the required degrees of freedom for the blade manipulator and scan system. As it currently reads, this specification could be satisfied with a total of three axes. Specifically, one axis to:

1) Move the source and detector along the length of the blade

2) Move the source and detector along the height of the blade

3) Rotate the blade

In practice, many more axes are typically provided to achieve the intended inspection coverage.

Also, is there a preference or requirement to have the gantry mounted source and detector manipulator mounted to the floor or ceiling? We interpret this as floor-mounted because it would interfere with the 2-ton internal bridge crane

21 P995, 4 45 52 00

3.4 CH-1

Items

1,7,10

Please confirm the intended computer hardware requirement. CH-1 identifies a Dell Mobile Precision 7865 tower workstation, but also calls for wireless capability and provision of a MAC address for a laptop 60 days prior to delivery.

a.) Please clarify whether the basis of design is a tower workstation, a laptop, or either.

Additionally, the way the computer is specified (e.g., Threadripper PRO, RTX 5000 Ada,), it seems intended for

CT reconstruction, AI / automatic defect recognition software, or very heavy image stitching / batch processsing.

b.) Is this a strict owner requirement or IT / cybersecurity standard? Or for anticipated future use such as advanced imaged processing?

4 tower workstation is intended. 3.4, CH-1 has been amended to delete requirements 7 and 10.

22 P995, 3 41 34 23 1.3

Specification Section 41 34 23, Paragraph 1.3 requires the Paint Booth

Contractor (PBC) to perform a Hazard

Evaluation and Analysis in accordance with ANSI Z9.7, 29 CFR 1910.107, and NFPA 33, as well as a Dust

Hazard Analysis (DHA) in accordance with NFPA 652, Chapter 7.

However, the specification does not appear to provide sufficient Basis of

Design information necessary to perform these analyses. Specifically, the following information is not defined:

-Identification of processes that generate airborne particulates (e.g., sanding, grinding, composite repair, etc.)

-Characterization of particulate matter

(metallic, composite, organic, etc.)

-Material properties required for

DHA, including but not limited to Kst, Pmax, MEC, particle size distribution, 1 - Answered by Government in Specification. The specification explicitly defines

"Sanding Mode," "Spray

Mode," and "Brush/Roll

Painting Mode" as required operational modes (Section

1.7.3). These are the core processes the system must be designed to handle.

2 - Responsibility of the

Contractor. The specification provides a detailed list of all metals, composites, coatings, and adhesives to be used

(Section 1.3). It is standard practice for the expert contractor to be responsible for obtaining the Safety Data

Sheets (SDS) for these specified materials to conduct their analysis.

3 - Responsibility of the

Contractor. The Government and combustibility classification

-Safety Data Sheets (SDS) or emission data for coatings, adhesives, and associated materials listed in

Paragraph 1.3

-Expected concentrations, generation rates, or operational scenarios for both particulates and vapors

-Confirmation whether combustible dust conditions are anticipated within the paint booth

As these inputs are required to determine compliance with NFPA 652, NFPA 33, and ANSI Z9.7—including evaluation of recirculation permissibility, explosion protection requirements, and ventilation system design—the Contractor is unable to fully develop the required analyses or accurately size and price the system.

Request:

Please provide clarification and/or supplemental information regarding the Basis of Design for the required

Hazard Evaluation and Dust Hazard

Analysis, including:

1. Identification of all dust- and vapor-generating processes to be performed within the booth

2. SDS documentation for all coatings, solvents, adhesives, and materials listed in the specification

3. Characterization of expected particulate types and whether combustible dust is anticipated

4. Any available existing Hazard

Evaluations, Dust Hazard Analyses, or environmental/air permitting studies

5. Confirmation whether exhaust air recirculation is intended to be permitted as part of the design

Alternatively, confirm that the

Contractor may base the Hazard

Evaluation and Dust Hazard Analysis on reasonable industry-standard assumptions, and that any impacts resulting from actual material properties or regulatory requirements will be addressed as a contract modification.

has characterized the particulate types by listing the materials (e.g., Nickel, Titanium, Carbon Fiber) in

Section 1.3. The core task of the DHA, which the contractor must perform per NFPA 652, is to analyze these materials to determine if they are combustible and what their properties are. The

Government does not need to pre-determine this; they are paying the expert contractor to make that determination.

4 - Answered by Government in Specification. The specification does not reference any existing studies.

Instead, it explicitly requires the PBC to "perform a Hazard

Evaluation and Analysis" and submit a report for approval

*before* developing their design (Section 1.3 & 1.8.b).

This makes it clear that a new analysis is a required deliverable of the contract.

5 - Answered by Government in Specification. The specification confirms that recirculation is a key design requirement. It specifies "80%

Recirculation" for both Spray and Brush/Roll modes

(Section 1.7.3) and outlines the NFPA 33 requirements that must be met for this to be permissible (Section 1.7.4.d).

P-993

Drawings

FA140

The Fire Alarm devices in the paint booth areas are all Explosive Proof.

The Fire alarm Devices in the locker rooms are listed as weatherproof only.

Fire alarm devices in the locker rooms do not need to be explosive proof type.

Please confirm the Fire Alarm devices in the locker rooms in the paint booth areas are not required to be explosive proof?

P-993

Drawings S-510

Are the Pile caps included in CLIN

0001D Building Piles or CLIN

0001A?

Piles caps to be included in

CLIN0001A

P-993

Drawings

EP618-

621, 624-

629, 633, 635-636

On the EP panel schedules (EP618-

621, 624-629, 633, 635-636) they show breakers for “Mech Ctrl Pnl”.

On the EP floorplan layouts they show

“Mechanical Control Panel” but they do not indicate what piece of equipment the panel is associated with. It does look like the panel locations align on the 1st floor plan below the associated equipment above on the roof. There is no marking on the “Roof Power Plan” for

“Mechanical control panel” which makes me think they intend to be inside. Are the panels required to be installed adjacent to the roof top equipment or installed inside the buildings directly beneath the equipment?

Electrical drawings are for circuiting only. See mechanical and controls

MIXXX sheets for information on location and connections.

P-993

Drawings

MI801-

M805

Please confirm the network architecture shown on MI801-805 is a general depiction to show intended equipment connections only. The current MI801-MI805 drawings are not aligned with the JCI Metasys

Design guidelines. Please confirm that contractors will be required to work with the Governments DOR during

DDC submittal process to align final

DDC network design with JCI

Metasys product design guidelines?

Network architecture shown is for general intent. Controls contractor (JCI) must create final DDC network architecture according to current design guidelines and standards and with

Government approvals.

27 P995, 3 42 15 00 1.4.1

1.4.1 specification indicates that the airflow pattern within the autoclave will be solely underneath the autoclave floor. Typical autoclave airflow specifications are four 300 ft./m minimum. The existing autoclaves at Cherry point and at

North Island utilize full annular airflow configurations airflow configurations. The cross-sectional area of the airflow under the floor only does not allow achieving 300 ft./m in workspace across operating pressures. The requirement also specifies maximize heat transfer capacity, which would be a different style of autoclave (not air under the floor only). Is design to meet the

Design intent is to maintain temperature uniformity regardless of air flow distribution configuration.

maximize heat transfer requirement the priority?

28 P995, 6 42 15 00 3.8

Please confirm 150 psi 450 F maximum operating pressures and temperatures (per 3.8)

Confirmed that maximum operating pressure is 150 psi and maximum operating temperature is 450 degrees F.

These are minimum requirements and higher capabilities are acceptable.

29 P995, 6 42 15 00 3.8

Per requirement 2.1.1, part thermocouples would be 20 and part vacuum sources would be 20. Per requirement 3.8 AC-2 item 22, 24-part thermocouples and 12-part vacuum sources. What is the requirement?

Requirement is as scheduled.

Paragraphs 2.1.1 and 2.1.2 will be modified to eliminate conflict.

30 P995, 6 42 15 00 3.8

Per req 2.1.1, it says 1 vacuum line per ft of workspace, which would be

5. Per req 3.8, item 22 says 3 vacuum source lines. What is the requirement?

See response to PPI #29

31 P995, 6 42 15 00 3.8

Per req 2.1.1, it says 3-part thermocouples per ft of workspace, which would be 15-part thermocouples. Per req 3.8 item 22, it says 6-part thermocouples. What is the requirement?

See response to PPI #29

32 P995, 6 42 15 00 3.8

Section 42 15 00 ¶3.8, Item 23: The specification references a specific manufacturer’s brand name software, "CPC 2024 level 1 & 2 software".

Please clarify whether this is intended as a sole-source requirement or as a basis-of-design. If not sole-source, confirm that equivalent software solutions meeting the project’s functional and technical requirements are acceptable. Clarification is requested to ensure competitive bidding and proper coordination with qualified vendors.

It is intended as a basis of design only. Other software will be accepted that meet the performance characteristics of the basis of design.

33 P995, 6 42 15 00 3.8

8 ft autoclave (AC-2) specifies a vent silencer. The 3 ft autoclave does not specify a vent silencer. Please advise vent silencer requirement to align with

OSHA noise requirements.

Refer to paragraph 3.8, AC-1

Small Composite Curing

Autoclave item 10 for schedule.

34 P995, 6 42 15 00 3.8

8 ft autoclave (AC-2) specifies computer controlled vacuum source lines, and it is not specified computer controlled source lines in the 3ft autoclave list. Are computer controlled vacuum source lines required for 3ft autoclave?

The intent is that vacuum source lines are computer controlled.

35 P995, 3 42 15 00 1.4.2

1.4.2 does the government assume responsibility for the performance of the oven with the blowers and heaters

Prioritize uniformity and heating rate requirements and size accordingly.

specified? Or is the uniformity and heating rate requirements priority and to be sized accordingly?

36 P995, 3 42 15 00 1.4.2

Does the government require control system capabilities as specified in

1.4.1?

Yes.

37 P995, 3 42 15 00 1.4.2

Per req 1.4.2, the door shall be vertical lift via pneumatic cylinder and req

2.1.2 it says swing doors with view ports. Which is the preferred door type?

Vertical lift doors intended para 2.1.2 modified to eliminate the conflict

38 P995, 6 42 15 00 3.8

Per requirement 3.8 CO-1, it specifies a make up air blower. In requirement

1.4.2 is specifies the CFM of the blowers and does not specify that of the make up air blower. Is it required?

100% make up air is required.

39 P995 42 15 00

PPI – Price Proposal Form (CLIN

022, Option 20 – Composite Oven

Complete):

Based on review of the drawings, the following composite ovens are identified: Rm 131 (x6 – 2 EA, 6'x6'), Rm 131 (x7 – 2 EA, 10'x10'), Rm 136

(x20 – 2 EA, 12'x20'), and Rm 130

(CO-1 – 1 EA).

Please clarify which of these units are included in CLIN 022. It is currently assumed that x6, x7, and x20 are included within CLIN 022 and that these items are carried in the

Government estimate, with the

Contractor only required to apply the

HAR percentage.

Additionally, please confirm that CO-

1 is to be included under CLIN

0002A. Clarification is required to ensure alignment with the Price

Proposal Form and accurate pricing.

On the new Price Proposal

Form from Amendment 0001, CLIN 0023 is the large

Composite Oven to be installed by the Contractor, and CLIN 0024 includes the six smaller composite ovens that only require the HAR cost to be added to the government estimated cost.

Please provide a copy of the most current Construction Security Plan.

The CSP has been provided to the Two General Contractors proposing on the projects previously.

Please provide a copy of the latest 3D

Model files

3D files will be released to the successful offeror.

42 CU800

Keynote 1 on Sheet CU800 calls out the elevated storage tank. Please provide foundation information to support the elevated storage tank.

Due to tank manufacturer design differences, foundation design to be included be the delegated design professional.

43 C-002

General Note 8 on C-002 says, "UPON REQUEST, ELECTRONIC

DRAWING FILES CAN BE

PROVIDED TO AID WITH

CONSTRUCTION STAKING AND

AutoCAD files will be released to the successful offeror.

LAYOUT. THE FILES PROVIDED

WILL BE IN AUTOCAD CIVIL 3D

2018 FORMAT. COORDINATE AND

VERIFY ACCURACY IN THE

FIELD." Please provide the AutoCAD

Civil drawing files.

44 M-608

M-608 Notes unit mounted thermostat for the Electric Unit Heaters. MI861, detail B3, shows DDC Controls.

Please confirm what is desired.

MI861/B3 does not show/request DDC controls. It shows the electric heater with a electric line thermostat. Per

Keynote 2, it states that BCS

Contractor will mount and wire the "hardwired thermostat" provided as part of the electric unit heater.

09 97

13.27 2.2

UFGS 09 97 13.27 dated (), states

"Use the second bracketed paragraph option for applied coatings systems applied entirely in the shop, where required such as, but not limited to, exterior and interior ferrous metal components identified in UFC 4-211-

01 Aircraft Maintenance Hangars".

Followed by "Prepare surface and apply the complete coating system in the shop. Follow all temperature, humidity, and testing requirements listed herein". Please remove first paragraph in 2.2 and allow all applied coatings systems entirely in the shop and touch-up to be performed in the field as referenced per UFGS for hangar structural steel.

Concur. Delete paragraph 2.2

"Apply the entire coating system in the field…..preparation requirements". Shop applied coatings with field touch up is acceptable.

09 97

13.27

09 97 13.27 calls for contractors and subcontractors applying industrial coatings identified in the Project

Program to be SSPC QP 1 and QS

1certified. These certifications pertain to contractors specializing in complex industrial structures such as bridges, chemical plants, storage tanks, etc.

Please consider removing this certification requirement for coatings required for hangar structural steel.

Concur. Delete 099713.27 paragraph 1.4.6.5

13 49

20.00 10 2.3

The General Contractor and the

Shielding Specialist Subcontractor are comfortable to test the shielded space per IEEE 299 standards, however, there is no performance guarantee that can be provided for a field-built facility. The shielding effectiveness test results will be provided in a confidential manner but may show small local failure points in the shielding. Any potential failure points, in the confidential report, will

Comply with the plans and specifications. The Contractor is responsible for providing a facility that meets the plans and specifications. If the spaces do not meet the independent third party testing, it will be investigated to determine why it does not conform to the required results and the Contractor will be required to repair areas that do be provided for information only. As discussed in IEEE 299, the testing standard is built around six-sided, continuously welded steel enclosures, bolted together panel enclosures, etc.

When trying to use metal sheets with aluminum foil taping, cut and applied on a construction site, around obstacles, openings, etc., it doesn’t yield the same level of shielding results as a prefabricated, continuously welded, six-sided box.

With that being said, you will not be able to guarantee the specified performance (Shielding Effectiveness, 35 decibel(s) (dB) from 9 kilohertz

(KHz) to 16 KHz and 80 dB from 16

KHz to 18 (GHz)). Please confirm the contractor is not responsible for RF enclosure guarantee, rework or repairs for any failures points that would occur since we are bidding the project as designed.

not conform due to workmanship. The design has been reviewed by the Site

Security Manager and is in general conformance with the requirements. The Contractor is responsible for implementation of the design.

Multiple architectural drawing sheet

General Sheet Notes say to see A-531 for partition schedule and details.

Drawing A-531 is the INTERIOR

DETAILS drawings. Please update general sheet notes and confirm the only partition schedule and details drawing is on A-519.

Confirmed. Partition schedule is on A-519.

13 49

20.00 10 3.9.1.2

Performance Test Plan states "Also include specific test dates and durations during the overall construction period so that the

Contracting Officer and Accrediting

Authority may be scheduled to observe the testing and so that repairs may be made to the shield and retests conducted". Due to the current design the shielded enclosure will fail in a field installed application when tested to IEE-29. Please confirm the contractor will not be held accountable for system failures due to design limitations itself.

Comply with the plans and specifications. The Contractor is responsible for providing a facility that meets the plans and specifications. If the spaces do not meet the independent third party testing, it will be investigated to determine why it does not conform to the required results and the Contractor will be required to repair areas that do not conform due to workmanship. The design has been reviewed by the Site

Security Manager and is in general conformance with the requirements. The Contractor is responsible for implementation of the design.

13 49

20.00 10 1.6.3

Paragraph 1.6.3 only applies to HEMP shielded enclosures. Please remove this section from the specifications as this does not apply to this project.

Section 1.6.3 to remain.

Delete all reference to "EM" shielding. Contractor required to provide operating and maintenance manuals for the shielded enclosure and penetrations.

51 TT602

Please confirm that Keynote 6 on

TT602 is to provide an EMI filter for

CAT5/6 Ethernet. Confirm if "EMI

Filter" is for a CAT5/6 Ethernet, one

EMI filter can support up to one (1)

CAT5/6 Ethernet cable. Please confirm the quantity of Cables that applies to each note.

Response is to confirm that

TT602 is a grounding diagram only. Keynote 6 and 2 provide one EMI filter to one AWG

#1.0 ground cable routed into the secure space. No CAT-5/6 run outside the secure space shown on this diagram, the cables in that space are also provided to be provided by the

NIWC team.

52 A-604 13 49

20.00 10 2.5.1

There are no commercially available

RF Shielded / STC-50 or greater door assemblies that provide 10db greater than the performance requirements specified in paragraph 2.3. Please confirm note from paragraph 2.5.1, a does not apply or provide manufacture that provides the specified requirements for RF doors listed.

PENDING RESPONSE

53 S-504

The CLT roof to steel connection uses a CLT "nailer". Can a glulam nailer be provided in lieu of the 12" wide CLT nailer? A glulam nailer is much easier to fabricate - and has less exposed wood end grain. The glulam nailer would be a 3.5"x12" glulam laid flat.

See response to PPI #5.

MH134 &

MH135

See MH135 (Keynote 2 for DOAS-

07) and MH131 (Keynote 2 for AHU-

03) for instance. The Building

Control System (BCS) Panel is shown mounted to the DOAS or AHU unit on the roof. Please verify this is what is desired. Or, should the plans be amended to mount panel on a wall in the interior of the building on 1st floor and run conduit/wire up to the units instead?

The intent is to have the BCS for all units on the roof be mounted on the wall on the 1st floor.

55 MI823

MI823: Is the Paint Booth Toxicity

Hazard Monitoring panel to be explosion proof?

No. For the Paint Booth

Toxicity panel, please provide an "Intrinsically Safe" panel, not an "explosion proof" panel.

56 PL111

PL111: There is a dashed line shown crossing through Elect room 127 from

LO Shop Room 151 ESEW-01. Is this a vent pipe?

This is a graphics issue. The dashed line is a buried sanitary line, refer to PF111.

57 P-504

B3/P-504 shows a natural gas meter w/ AMI capability that is added in addition to the utility company gas meter. Could this additional gas meter be a small pulse type meter in lieu of unit shown?

Pulse meter is acceptable. Gas sub-meter must have AMI capability.

58 MH141

MH141: Should there be a Keynote 4?

The number is shown, but no note is given.

This is a graphics issue.

Keynote 4 is not applicable.

59 MH142

MH142: section A4 /M-302 is given, but that detail seems like it’s in the wrong location. Please revise.

Section is intended for below roof ductwork. Because section crop is set above roof level, section tag appears on

MH142.

60 MP125

MP125: It appears 2 heat pump units are added at Secure 208, please label.

Tag is missing from MP125.

Refer to MH125 for labels and

M-609 for schedules.

61 MP129

MP129: 4 pipe are shown south of

DOAS-01, should this pipe be removed? This pipe is drawn between

CL VV and WW, from CL 9 to about

15.5.

No, these pipes penetrate the roof and serve DOAS-06.

Refer to MP130.

62 MP131

MP131: HRS units are missing labeling and RS/RL lines need to be moved and drawn at new units. Please revise this plan.

HRS-126-01 and HRS-126-02 require refrigerant lines routed to associated indoor CRAC units. Piping will be revised in forthcoming amendment.

63 MP131

MP131: There are 6 HP units that show the RS/RL pipe coming from the unit, should be pipe turn down to below roof where it is shown ending

South of CL X?

Refrigerant piping for heat pumps serving the secure area

(HP-208-## and HP-213-##) enter the building and turn up.

Heat pumps serving the first floor (HP-127-##) turn down and enter the building through the roof without penetrating the secure boundary.

MI871,

MI872

Detail C1 on MI871 notes "24VAC By

Div 25". This should be "by div 23 09

00 BAS Contractor". There are also a few other details on this sheet w/ same language. See also MI872 Please revise.

Agreed. The intent is to have the Controls Contractor (part of Div 23 scope) provide

24Vac power distribution to terminal units as required.

Note that the reference to Div

25 is a typo.

65 11 11 11

The Fume Exhaust Extraction Systems per 11 11 11 do not appear on the mechanical plans. This is in regard to

CEQ-11 Open-Face Paint Booth w/

Integral Worktable and CF/CI-09

Downdraft table. Will anything be required for mechanical besides 18" dia duct going down to booth shown on MH121. Could you please provide a section detail to show how this ties into the booth? Will Controls/BAS integration be required?

The downdraft booth is provided as CFCI equipment and requires an 18" exhaust duct connection. Coordinate duct connection with downdraft booth. Controls integration is required so that

CAVR-P014 provides make-up air during downdraft operation.

66 11 61 43

Decontamination Showers (Air

Showers) are not shown on

Mechanical plans. Should these be shown for coordination? are these located in blowdown areas in Area A, The decontamination showers are self-contained and only require power. These do not need to be shown on the mechanical plans and do not

Paint Booth? Will controls/BAS integration be required?

require integration with the building control system.

67 41 34 23

There is a sources sought on Sam.gov for the P-993 and P-995 Paint Booths

(N4008526R0002). It is requesting qualifications of potential suppliers who believe they meet the requirements for this project. The notification lists Global Finishing

Systems as the Basis of Design. Will the Gov't please confirm if any other suppliers were found acceptable/having met the requirements of the inquiry? If the results can not be provided, should the

P993 bidders assume the only acceptable manufacturer for 41 34 23 is the basis of design, Global

Finishing Systems?

Other manufacturers that meet requirements will be accepted.

Disregard Sources Sought.

68 I-606

Please confirm CLIN 16 includes all the collateral equipment shown on the

CEQ (COLLATERAL EQUIPMENT)

- BID OPTION - PAINT BOOTH 3 &

4 including the paint booths, pneumatic paint shaker and open-faced paint booth with integral worktable.

CLIN 0016 includes equipment. See CLIN 0005E for Paint Booth

69 I-606

Please confirm if the aircraft work stands, labeled as collateral equipment on I-606, are included as part of CLIN

15.

Confirmed CLIN 0015 should read "Collateral Equipment

(Sheet I-606 for aircraft work stands"

70 I-606

Optional paint booths 3 and 4 are listed on the bid form in CLIN 5E or

CLIN 16. Please confirm CLIN 5E should be deleted, and Paint Booths 3 and 4 should only be priced in CLIN

16.

No, Paint booths are to be included in CLIN 0005E.

CLIN 16 is for other collateral equipment inside the booths only. The Government

Estimated cost is incorrect and should be $26,770.00.

71 I-606

Paint booths 1 and 2 are considered collateral equipment on I-606 and have a different funding source than base bid construction work. As such, please confirm if CLIN 1F should be modified to a Gov't Estimate with a

Contractor HAR, identical to CLIN

0015.

No. Paint Spray Booths are industrial equipment, and require coordination with other trades during construction, and therefore require more Contractor coordination than typical collateral equipment.

01 57

19.01 20 1.1.1.1.4

Spec 01 57 19.01 20 - 1.1.1.1.4

Contaminated Soils says, "All excavated soil may be re-utilized as backfill at the same location from which it was removed unless petroleum contamination is discovered. If petroleum contamination is discovered, the soil shall be segregated by PID (>/= 10 ppm or exhibits staining), properly

Confirmed stockpiled, tested, and disposed. If soil is stockpiled, it shall be stockpiled on plastic, bermed, and covered in accordance with NC DENR

Groundwater Section Guidelines for the Investigation and Remediation of

Soil and Groundwater, Vol. 1 dated

July 2000 (Guidelines), or placed in a rolloff container and covered with plastic.

Any excess soil that cannot be re-utilized as backfill at the same location from which it was removed shall be disposed at a Subtitle D landfill (e.g.; Tuscarora) as a minimum with the understanding that the analytical testing results shall determine the final disposal facility.

Contactor shall provide supporting laboratory analysis to the EAD for review. The EAD shall review and sign the waste manifests/bill of lading for the soil disposal prior to any of this soil leaving the Air Station. The manifest shall also contain the amount of soil (weight) and supporting laboratory results for EAD to review.

One composite sample shall be taken and analyzed for each 200 cubic yards of the stockpile per DENR Guidelines in order to determine the proper method for disposal."

Please confirm that the unit price

CLIN 0003, OPTION 1 is for any excess soil that cannot be re-utilized as backfill at the same location from which it was removed shall be disposed at a Subtitle D landfill. Any material that tests higher and is considered hazardous would then need to go to a Subtitle C landfill and would be a change in conditions.

12 00

01.00 20 1.3

12 00 01.00 20 - 1.3 notes that the

FF&E package may also include the

Specialty CEQ Package. 3.1.1 requires the contactor to hire an Interior Design and Equipment Specialist to validate the Concept (Schematic) Package requirements of the FF&E. This would include developing the Final

FF&E and potential Specialty CEQ

Package required for the project, validation, and BVD for selection of vendors. The Price Proposal has several FF&E and Collateral

Equipment option CLINs, may of

Interior Designer / Equipment designer is not required for

0017 Stacker Storage Units and 0018 Sun Shelters, which are already designed and don't appear to need a Interior Designer or

Equipment Specialist to valid only may need a BVD for the selection of the vendor, such as the Paint Booths, Sun Shelters, and Vertical Stakers to name a few. Please confirm which

CLIN's for FF&E and Collateral

Equipment are required to follow the full specification of 12 00 01.00 20

74 01 45 00 1.6.5

01 45 00-1.6.5 identifies that all QC

Specialists must have no duties other than their assigned QC duties, these individuals or specialized technical companies must be directly employed by the prime contractor and cannot be employed by a supplier or subcontractor. Please confirm these must be employees of the Prime except for the such as TAB, Roofing

Manufacturer, Fire Protection QC, and

Building Envelope as these would be specialized technical companies that are subcontractors to the prime contractor.

Confirmed. Specialists noted can be employed by specialized technical companies.

75 04 45 00 1.6.5

01 45 00-1.65 identifies the QC

Specialist in the Experience Matrix, however the 2-1 Qualification and 2-2

Experience requirements are a little confusing. For instance, for Civil it notes: 2-1 Graduate Civil Engineer or

Construction Manager with a

Professional Engineer Registration and 2-1 2 years’ experience in the type of work being performed on this project OR technician with 5 years related experience. Please confirm this means the Civil must have a graduate civil engineer or construction manager with a professional engineer registration and 2 years’ experience

OR

Technician (no graduate degrees or professional engineer requirement) and 5 years experience.

This is appliable to the other QC

Specialists listed in the matrix.

Confirmed.

76 P-112

P-112, Plan Note 6 says "provide 1/2"

DCW & 1/2" DHW ball valves for connection to eyewash in paint booth by others". It is noted in 1.4.p of 41

34 23 to provide "emergency showers and eyewash stations as code required, min two (2)". Please show this on the

P-112 since this will be the

The booth manufacturer will provide the eyewashes inside the booth. The plumbing contractor is only responsible for providing the DCW &

DHW to the booth.

responsibility of the plumbing contractor.

77 P-107

P-107 appears to show a

Contaminated Waste Pit where moveable totes are stored that collect

CW from the Duplex Sump Pump

System. No detail is referenced for this tote pit, and no details are provided in plumbing and civil utility plans. Is this pit to be fiberglass similar to sump pump basin? Please provide details.

This information is shown on

Detail A4 on sheet P-503.

78 M-315

Reference drawing M-315 and Price

Schedule. Please verify that all ductwork shown on mechanical plans dedicated for the Paint booth and (2)

Sanding Booths is to be a part of

CLIN011 Option 09 booth equipment pricing. Please note that specification

41 34 23-2.6 states the ductwork shall be designed and furnished by the Paint

Booth Contractor and installed by the division 23 mechanical contractor.

Ductwork size and routing shown on plans associated with delegated design equipment is for coordination purposes only. DOR confirms it is to be part of booth equipment pricing.

79 P-118

P-118: Plan note 6 shows a Nitrogen

Tank located outside by Nitrogen

Supplier that is not sized, nor detail is given. Please verify this tank is

GFGI.

The nitrogen tank size is listed in the Basis of Design as a suggestion based on assumed amount of use and preferred fill times. The tank is GFGI and will be supplied by a local gas supplier.

80 P-119

P-119: there is a "Paint & Sand Booth

Notes" section giving noting Booth

Manufacturer responsibilities. It notes

"Vacuum Systems" are to be included, but the only piping system that is shown running to the unit is the CA and BA. Please verify Vacuum systems are not required in booths.

Vacuum piping will be required in the booths, but they will be provided by the booth manufacturer. The vacuum system will sit on top of the paint booth and be separate from the building vacuum systems.

81 41 34 23 1.4.p

Please verify two (2) combo emergency shower/eye wash stations are to be provided per booth for a total of 6. See 41 34 23-1.4.p and P-502.

Confirmed, provide as code required, w/ minimum (2) combination eyewash/emergency shower units per booth.

Please provide a copy of the appropriate Division 1 specifications for P995.

Division 1 Specifications for

P993 and P995 are combined in the P993 Specification.

Please provide a copy of the latest 3D

Model files

3D Model files will be provided to the successful

Proposers after award.

P-601,P-

404, EP105

P-601 and P-404 note the faucets, and flush valves are hardwired and require transformers. EP105 doesn’t reflect hardwired toilet, urinals and lavs. Are we to assume low voltage wiring is to be provided for these fixtures from the

EP105 has a note that confirms the use of hardwired fixtures. Low voltage wiring shall be provided from the fixture to the junction box as listed in the note.

nearest j-boxes provided or should additional j-boxes be required?

85 M-001

M-001 notes all exposed ductwork must be insulated with Rigid Duct

Board. M-502 notes all exposed flat oval/spiral duct must be double wall insulated. Please verify this is what is desired.

Provide double wall insulated for all exposed ductwork.

86 MH102

MH102: Note 7 is provided for the sand booth and notes "Provide

Equipment and all associated accessories, ductwork, controls as part of a delegated design. See specialty equipment sheets for more information. Ensure Installation is coordinated with all other equipment and systems in adjacent areas". Can you please add note that this delegated design is per Paint Booth Contractor per 41 34 23. It also needs to clarify what CLIN/Option this scope is applied to.

Propose per plans and specs.

87 MH104

Plan Note 7 on MH104 states "see specialty equipment sheets". Please provide these "specialty equipment sheets" referenced.

Note is intended to reference sheets MH110-MH111.

88 MH401

MH401: Plan Note 3 notes to provide ductwork for air compressor instake to exterior wall louver, louver to match size of duct plenum. This ductwork to a louver does not appear to be drawn tieing into louver. The only ductwork shown tied to louver (L-1) is OA duct from DOAS-1 in that area. Please provide ductwork layout and louver noted.

AC unit exhaust is tied to L-6

& L-7. Refer to sheet M-907 and M-601. [CCE]

MP105,

MP102,

MP107

Gas pipe is shown running to sand booth MAU shown on MP107. This

MAU (BMAU-3) is on the roof. Gas pipe is not shown running to

Paint/Spray booth MAU's on MP105 and MP102. There is a gas riser showing pipe to the other PBC MAU's shown on M-910. Please revise floor plan drawings to show gas running to the gas fired MAU's BMAU-1&2.

Final gas routing/sizing is dependent on requirements of delegated design. Use M-910 for bidding purposes.

90 MP105

Please show gas piping on MP105.

MP401 shows the gas pipe in the mechanical room the route for the other gas line in the remainder of the building is not shown.

Final gas routing/sizing is dependent on requirements of delegated design. Use M-910 for bidding purposes.

25 05 11.02

25 05 11.02 20 Risk Management

Framework for HVAC/DDC Facility-

Related Control System was removed for P993, but this spec is listed for

Concur with removing this

RMF specification which is actually 25 08 11.02 20

P995. Please remove RMF 25 05

11.02 20.

92 33 40 00 2.3.5

33 40 00 - 2.3.5 says Provide flexible, watertight connectors conforming to

ASTM C923/C923M for connecting pipe to manholes and inlets. Suppliers cannot manufacture precast boxes that require a booted connection. Please remove this resilient connector requirement.

There are products available which will meet the criteria set forth in the specification. The flexible, watertight connector conforming to ASTM C923 requirement remains in the specification. Bid as specified.

93 33 40 00 2.4.1

33 40 00 - 2.4.1 says Perform a hydrostatic test on the watertight joint types. RCP suppliers cannot test concrete pipe by hydrostatic testing.

Please remove this testing requirement.

The specified test is performed at the plant or independent laboratory. Suppliers of the watertight connectors should be able to supply KTRs with results of their tests which conform to ASTM standards for watertight joints. The requirement remains in the specification. Bid as specified.

94 M-314

EA and RA ductwork is sized for the dust collector, exhaust fan and MAU, see M-313, M-314, & M-315. Please verify this ductwork is oval/spiral and to be double wall insulated.

Ductwork size and routing shown on plans is for coordination purposes only.

Exact duct requirements such as size, construction and routing must be coordinated with equipment manufacturer selected and final equipment selections.

95 M-711

M-711 notes a new gas meter to be located in mechanical room. There is the utility company gas meter (NIC) that is provided outside the mechanical room, is this gas meter described on M-711 to be a pulse meter provided by the BAS

Contractor?

Correct, additional gas meter is to be provided to ensure communication/monitoring is available through the BAS.

96 M-601

M-601: Duct-Mounted Motorized

Dampers MD-8&9. Please indicate where these Motorized Dampers are located.

Propose per plans and specs.

97 26 29 23 1.8.1

26 29 23-1.8.1 Spare Parts noted to provide one spare ASD of each model provided for HVAC equipment. This is not typical to provide a spare

ASD/VFD. Please verify spares are required.

Delete paragraph 1.8.1 in

Section 26 29 23.

98 01 45 00

Please provide Schedule of Fire

Protection System Inspections per 01

45 00.

Provided in Specification section 01 45 00 of the Spec for P-993, which is for both P-

993 and P-995 projects.

99 25 05 11

Three (3) Div 25 Cybersecurity specifications are given for FA/MNS, HVAC/DDC and Lighting Controls. If cybersecurity is required for Div 41 &

Confirmed- no cybersecurity specifications associated with

Division 41 and 42 items.

42 equipment, please provide Division

25 specifications for those systems.

100 22 00 00

Can you please provide Nitrogen Pipe requirements in division 22 00 00 specifications?

Nitrogen piping material is listed on the Detail B1 on

Sheet P-505.

101 A-111

Drawing A-111 RCP calls out note #2 for all rooms. There is only note #1

"open to structure above". Please confirm the #2 tag for all rooms should be #1 "open to structure above". Also, please confirm all of these ceilings are to be painted.

Correct: #2 tags ON SHEET

A-111 are intended to be #1

"OPEN TO STRUCTURE

ABOVE". Confirmed, all…

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