AMENDMENT 0004 - 25R2527.pdf

1. CONTRACT ID CODE PAGE OF PAGES

1 14

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

0004 22-JUL-2025

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFAC MID ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N40085-25-R-2527

9B. DATED (SEE ITEM 11)

05/14/2025

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 _ copies 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 copies to the issuing office.

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

N40085-25-R-2527 P-1334 CHILD DEVELOPMENT CENTER NAVAL SUPPORT ACTIVITY HAMPTON ROADS, NORFOLK, VA

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Ashlee Beggs, ashlee.r.beggs.civ@us.navy.mil ,Tel: 757-341-1031

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

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

N40085-25-R-2527

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SF 30 BLOCK 14 CONTINUATION PAGE

The purpose of this amendment is to incorporate the following:

1. Extend the proposal due date

2. Continuation sheet to update drawings and specifications

3. Provide responses to Pre-Proposal inquiries. Please note question 71’s response has been revised.

4. Provide “J&A ML-25-47 P1334 Brand Name or Equal Interior Finishes – Redacted” (attached separately)

5. Revised specifications- “1782837Amend0004spec_P1334CDC 1-2” and “1782837Amend0004spec_P1334CDC 2-

2”(attached separately)

6. Revised drawings “1782837Amend0004dwg_P1334CDC” (attached separately)

7. Revised Price proposal form “P1334 Price Schedule_Blank- rev1 072125” (attached separately)

1. The proposal due date is extended from 23 July 2025 to 29 July 2025 by 2pm ET. The Pre-Proposal Inquiry period is not extended.

2. CONTINUATION SHEET

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

NAVFAC Drawing Numbers 12915868, 12915874 through 12915881, 12915885 through 12915890, 12915893 through 12915896, 12915901, 12915902, 12915916 through 12915921, 12915924 through 12915927, 12915932 through 12915937, 12915938, 12915939, 12915941, 12915942, 12915944, 12915945, 12915947, 12915948, 12915950, 12915951, 12915956, 12915957, 12915959, 12915960, 12915973 through 12915976, 12916121 through 12916124, 12916128, 12916138 through 12916141, 12916149 through 12916152, 12916157 through 12916159, 12916291, 12916293, through 12916296, 12916297, & 12916300 are revised as of July 09, 2025. These revised drawings accompany this amendment.

On NAVFAC Dwg. No. 12915868 (C-000) Work Keynotes

1. Sheet revised per Virginia DEQ review comments.

On NAVFAC Dwg. No. 12915874, 12915875, 12915876, 12915877, 12915878, 12915879, 12915880, 12915881 (CD101, CD102, CD103, CD104, CD105, CD106, CD 106, CD107, CD108)

On NAVFAC Dwg. No. 12915885, 12915886, 12915887, 12915888, 12915889, 12915890, 12915893, 12915894, 12915895, 12915896 (CS101, CS102, CS103, CS104, CS105, CS106, CS109, CS110, CS111, CS112)

On NAVFAC Dwg. No. 12915901, 12915902 (CS502, CS503)

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On NAVFAC Dwg. No. 12915916, 12915917, 12915918, 12915919, 12915920, 12915921, 12915924, 12915925, 12915926, 12915927 (CG101, CG102, CG103, CG104, CG105, CG106, CG109, CG110, CG111, CG112)

On NAVFAC Dwg. No. 12915932, 12915933, 12915934, 12915935, 12915936, 12915937 (CG401, CG402, CG403, CG404, CG405, CG406)

On NAVFAC Dwg. No. 12915938, 12915939, 12915941, 12915942 (CG501, CG502, CG504, CG505)

On NAVFAC Dwg. No. 12915944, 12915945 (CC001, CC002)

On NAVFAC Dwg. No. 12915947, 12915948, 12915950, 12915951 (CC101, CC102, CC104, CC105)

On NAVFAC Dwg. No. 12915956, 12915957, 12915959, 12915960 (CC111, CC112, CC114, CC115)

On NAVFAC Dwg. No. 12915973, 12915974, 12915975, 12915976 (CC501, CC502, CC503, CC504)

On NAVFAC Dwg. No. 12916121 (AE410)

1. Corrected wall base tag on view A1 to RF-2.

2. Corrected wall base tag on view A2 to RF-2.

3. Corrected wall base tag on view B1 to RF-2.

4. Corrected wall base tag on view B2 to RF-2.

5. Corrected wall base tag on view C1 to RF-1 and added wall base tags for RF-2 and RF-3.

6. Corrected wall base tag on view C2 to RF-2.

7. Corrected wall base tag on view D2 to RF-2.

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On NAVFAC Dwg. No. 12916122 (AE411)

1. Corrected wall base tag on view A1 to RF-2.

2. Corrected wall base tag on view A3 to RF-2.

3. Corrected wall base tag on view B2 to RF-2.

4. Corrected wall base tag on view C2 to RF-2.

5. Corrected wall base tag on view D2 to RF-2.

On NAVFAC Dwg. No. 12916123 (AE412) Work Keynotes

1. Corrected wall base tag on view A2 to RF-2.

2. Corrected wall base tag on view B2 to RF-2.

3. Corrected wall base tag on view C1 to RF-2.

4. Corrected wall base tag on view D2 to RF-2.

On NAVFAC Dwg. No. 12916124 (AE413) Work Keynotes

1. Corrected wall base tag on view C3 to RF-2.

On NAVFAC Dwg. No. 12916128 (AE417) Work Keynotes

1. Corrected wall base tag on view A2 to RF-2 and RF-3.

2. Corrected wall base tag on view C2 to RF-2 and RF-3.

On NAVFAC Dwg. No. 12916138 (AE702) Work Keynotes

1. Updated spelling of STEEL in keynote #23.

On NAVFAC Dwg. No. 12916139 (AE703) Work Keynotes

1. Updated spelling of STEEL in keynote #20.

On NAVFAC Dwg. No. 12916140 (AE704) Work Keynotes

1. Updated spelling of STEEL in keynote #10.

On NAVFAC Dwg. No. 12916141 (AE705) Work Keynotes

1. Corrected keynote 14 to “PRINT/COPY/SCANNER. GFGI”

On NAVFAC Dwg. No. 12916149 (IN101A) Work Keynotes

1. Corrected accent paint number to match elevations.

On NAVFAC Dwg. No. 12916150 (IN101B) Work Keynotes

1. Corrected accent paint number to match elevations.

2. Corrected wall base for room 101F Buggy Storage to RF-3.

On NAVFAC Dwg. No. 12916151 (IN101C) Work Keynotes

1. Corrected wall base for room 101A Vestibule to RF-2.

2. Corrected wall base for room 101 Receptionist to RF-3.

3. Corrected wall base for room 101B Waiting to RF-2.

4. Corrected wall base for room 101C Corridor to RF-2.

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5. Corrected wall base for room 101G Car Seat Storage to RF-3.

On NAVFAC Dwg. No. 12916152 (IN101D)

1. Corrected accent paint number to match elevations.

On NAVFAC Dwg. No. 12916157 (IN601)

1. Corrected material column for GYP-2 to be “GYPSUM BOARD CEILING”.

2. Updated manufacturer for WS-1 to “MECHOSHADE”.

3. Updated style and description for WS-1 to “SOHO, 1900 SERIES”.

4. Updated color for WS-1 to “1904 SAND (5% OPEN)”.

On NAVFAC Dwg. No. 12916158 (IN602)

1. Corrected floor and wall base in room 101 Receptionist to RF-3.

2. Corrected wall base in room 101A Vestibule to RF-2.

3. Corrected accent flooring and wall base to RF-2 and RF-3 in room 101B Waiting.

4. Corrected accent flooring and wall base to RF-2 and RF-3 in room 101C Corridor.

5. Added accent flooring RF-2 and corrected wall base to RF-2 in room 101D and 101E Corridor.

6. Corrected ceiling values for rooms 101C, 101D, 101E Corridor.

7. Corrected floor and wall base to RF-3 in rooms 101F Buggy Storage and 101G Car Seat Storage.

8. Corrected flooring, base, and ceiling finishes to match plans and RCPs in room 101H Electrical.

9. Corrected ceiling height to 9’-0” for rooms 1013A Storage and 109 Staff Corridor.

10. Corrected GYP-3 to GYP-2 in rooms 124, 125, 126, 127, 128, 129, 130, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, and 147.

On NAVFAC Dwg. No. 12916159 (IN603) Work Keynotes

1. Corrected GYP-3 to GYP-2 in rooms 148, 149, 150, and 151.

On NAVFAC Dwg. No. 12916291, (TT001) Work Keynotes

1. TT001 (Legend sheet) revised to add definitions for acronyms.

2. TT001 – Keynotes were added/revised for backboards and grounding busbar.

On NAVFAC Dwg. No. 12916293, 12916294, 12916295, & 12916296 (TT101, TT102, TT103, & TT104)

1. TT101 – Room identifiers were added.

2. TT102 – Room identifiers were added.

3. TT103 – Room identifiers were added.

4. TT104 – Room identifiers were added.

On NAVFAC Dwg. No. 12916297 (TT401)

1. TT401 – Backboard requirements were added to room elevations. Incoming conduits were identified in Comms

Room enlargement.

On NAVFAC Dwg. No. 12916300 (TT601)

1. TT601 – Grounding Riser was added/revised. Room identifiers were added to Comms Rooms. Incoming OSP conduits were identified.

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SPECIFICATIONS

Section 01 45 35 SPECIAL INSPECTIONS Section 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC Section 01 30 00 ADMINISTRATIVE REQUIREMENTS Section 01 30 02.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF AUDIOVISUAL EQUIPMENT Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS Section 01 45 00 QUALITY CONTROL Section 12 24 13 ROLLER WINDOW SHADES

PRICE SCHEDULE

CLIN 0008 REVISED TO CLIN 0008B FOR AV OPTION OUTLINED IN SECTION 01 30 02.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF AUDIOVISUAL EQUIPMENT.

AV DESIGN SERVICES OPTION ADDED AS CLIN 0008A SCOPE OF OPTION DETAILED IN SECTION 01 30

02.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF AUDIOVISUAL EQUIPMENT.

3. PRE-PROPOSAL INQUIRIES

Question No.

Question Government Responses

02 Will this project require badging? Access is determined by activity regulations. Contractor should ensure their team is able to meet DBIDs requirements for base access.

04 Visual Display Units -- are there any? I did not find any noted, but . . . How many? What Size?

What Kind?

Refer to keynotes on IF series for sizes and refer to specification for finishes.

12 There are no specifications for the GYP-2 material. Please provide.

GYP-2 refers to specification section 09 29 00 on IN601.

Acoustic gypsum has been removed from the project.

17 Please advise if wall type CLT6 will be exposed. CLT6 (Cross Laminated Timber) Panel is only exposed in select areas near the lobby and along the corridor 101D. There are multiple locations with an additional furring. Classrooms for instance require additional furring for the STC rating requirements. See enlarged plans for specific locations. In general, walls between 123, 109, 101,101B, 101C, 102, 103 and corridor 101D have exposed walls. The lobby also includes exposed CLT Panel ceiling.

19 Room 101 - Page IN101 is colored for RF-3, IN101C & IN602 call out RF-4. Please advise which to provide.

Provide RF-3 as colored.

See revised drawings.

20 Room 101A- Page IN602 calls out RF-3 floor but RF-3 base. (Flash cove base has to match floor finish)

Provide RF-2 floor and base as colored on IN101C.

See revised drawings.

21 Room 101B- Page IN101 colored for RF-1, IN101C colored for RF-1, IN602 calls out RF-1 floor and RF-4 base

Provide RF-1, RF-2, and RF-3 with respective integral base as shown colored on IN101C.

See revised drawings.

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22 Room 101C- Page IN602 calls out RF-1 floor and RF-3 base. Please advise which is preferred

Provide RF-1, RF-2, and RF-3 with respective integral base as shown colored on IN101C.

See revised drawings.

23 Room 101F- Page IN602 calls out RF-4, Page IN101 colored for RF-3

Provide RF-1, RF-2, and RF-3 with respective integral base as shown colored on IN101C.

See revised drawings.

24 Room 101G- Page IN602 calls out RF-1, Page IN101 colored for RF-3

Provide RF-3 as colored on IN101B.

See revised drawings.

25 Room 101H- Page IN602 calls out RF-1, Page IN101 colored for EFM-1.

Provide RF-3 as colored on IN101C.

See revised drawings.

26 Room 116- Page IN602 calls out CPT-1floor and RF-1 base, Page IN101 colored for RF-1

Provide RF-1 as colored on IN101C.

See revised drawings.

27 Corridor- Page AE411 elevation A1 shows RF-1 base, IN101 shows RF-2 should be base.

Confirmed. Provide RF-2 base with respect to RF-2 colored on IN100 series.

See revised drawings.

28 Corridor- Page AE410 elevations A2, B2, C2 & D2 shows RF-1 base, IN101 shows RF-2 & 3.

Confirmed. Provide RF-2 and RF-3 base with respect to RF-2 and RF-3 colored on IN100 series.

See revised drawings.

29 Room 126- Page AE410 C1 calls out RF-4, IN101 shows RF 1, 2, & 3

Provide RF-1, RF-2, and RF-3 with respective integral base as shown colored on IN100 series.

See revised drawings.

30 Corridor- Page AE411 elevations A3, B2, C2 & D2 shows RF-1 base, IN101 shows RF-2 & 3

Provide RF-2 and RF-3 base with respect to RF-2 and RF-3 colored on IN100 series.

See revised drawings.

31 Corridor- Page AE412 elevations A2, B2, C2, D2 shows RF-1 base, IN101 shows RF-2.

Provide RF-2 base with respect to RF-2 colored on IN100 series.

See revised drawings.

32 Corridor- Page AE413 elevation C3 calls for RF- 1 base, IN101 shows RF-2.

Provide RF-2 base with respect to RF-2 colored on IN100 series.

See revised drawings.

33 Corridor- Page A415 elevations B3 & C3 calls for RF-4 base at entry, IN101 shows RF-3.

Provide as shown on IN401.

See revised drawings.

34 Corridor- Page A417 elevations A2 calls out RF- 4, IN101 shows RF-3

Provide RF-3 base with respect to RF-3 colored on IN100 series.

See revised drawings.

35 Corridor- Page A417 elevations C2 calls out RF-3 & 4, IN101 shows RF-2 & 3.

Provide RF-2 and RF-3 base with respect to RF-2 and RF-3 colored on IN100 series.

See revised drawings.

39 Please advise if the CJ&A this is in place for NSA which limits the acceptable DDC manufacturers to Siemens & ALC is in force for P1334 Child Development Center.

Please see Amendment 0002 for the class J&A.

42 For Bid Item 0002 Unit Price Demolition, please confirm the intent of this line item is to cover the unforseen underground demolition items such as Keynote 22 on Sheet CD101.

Yes, confirmed.

45 Please confirm the Superintendent can perform the duties of QCM or SSHO concurrently with the duties of Superintendent? Or are there to be three individuals to perform each duty?

No, there should be no shared roles. QC, SSHO, and superintendent should be separate.

46 After award, the Contracting Officer will provide a NTP to the awardee. What is the approx.

duration between issuing the award and issuing the NTP?

The contract award is considered the notice proceed. Payment and performance bonds must be submitted and approved within 15 days of contract award before work can commence.

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47 For planning the project schedule, what is the anticipated award date?

The schedule shall be based on a contract award date of 30 September 2025. This date is for proposal purposes only and is not intended to indicate an anticipated/planned award date.

52 Confirm who the vendor is that currently services the on base Telecom system.

This project will not receive NMCI connectivity. Verizon is the vendor who will be providing Telecom.

54 Please confirm the GOV's intent on this award will be to include third party partnering consultant.

A Third Party Partnering Consultant will be required, please see revised specification section 01 30 00

ADMINISTRATIVE REQUIREMENTS.

55 If the answer is yes to requiring a third party partnering consultant, please provide min qualifications.

Please see revised specification section 01 30 00

ADMINISTRATIVE REQUIREMENTS.

56 Where will partnering take place? & who pays for the space?

Please see revised specification section 01 30 00

ADMINISTRATIVE REQUIREMENTS.

58 Please extend the bid date by two - three additional weeks due to manufactures and subcontractors’ bid schedules. They are requesting more time.

Please reference Amendment 0004, Continuation page for details.

67 Please confirm soil cement under turf at playground is required only at play mounds.

Confirmed. The Geotechnical report recommends settlement plate monitoring and allowance of 45 days for observations after placement of fill.

68 Drawing Y-001 Responsibility Matrix stated Network Video Recorders and Network Switches Supplied and Installed by Owner. Specifications 28 10 05 2.5.3.3.1 says Provide. Confirm these devices are provided by Owner.

The Network Video recorder and Network Switches to be provide by the Contractor.

70 CLIN 0008, 0009, 0010, and 0011 cover FF&E, Audio Visual (AV), and Electronic Security System (ESS) Equipment line items with associated bid notes for these line items. The bid notes indicate that the requirements and details for these three items are provided in specification sections 12 00 01.00 30 FF&E, 27 41 00 AV, and 28 10 05 for ESS. The spec section for FF&E is 12 00 01.00 20, not 12 00 01.00 30. Please clarify or provide missing specification.

Confirmed the FF&E specification section is 12 00 01.00 20.

71 Please confirm that the AV requirements outlined in spec 27 41 00 Audio Visual Systems are to follow the Best Value Determination process and have the package developed by a CTS certified AV engineer.

The spec section 27 41 00 does not refer back to section 12 00 01.00 20 in any way – so confirmation that the AV package must be developed following the Best Value determination process is unclear.

The AV package shall be developed following the Best Value Determination( BVD). The spec section we use for the base bid construction contract is a Division 01 Spec, 01 30 02.00 22 (Will upload as an attachment). This spec outlines the BVD Process including meetings and submittal requirements.

REVISION 21 JULY 2025: SPEC SECTION 01 30 02.00 22

DESIGN, PROCUREMENT, AND INSTALLATION OF

AUDIOVISUAL EQUIPMENT details AV Procurement requirements and BVD submittal requirements.

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72 Please confirm that the ESS noted in spec 28 10 05 is considered Specialty CEQ and must also follow the best value procurement process.

Yes, the ESS must follow the Best Value Procurement process.

79 2.1.2.2.a. Contemporary shade switches are low-voltage button switches rather than rocker switches. Is this acceptable?

Switching type and style must be based on the Manufacture’s recommendations.

80 2.1.2.2.b. A Whole Building Shade Control System is not articulated in the drawings; rather, the shades are controlled via switch in the room, typ. Please confirm Whole Building Shade Control System listed in specs is not required.

Confirm - Whole Building Shade Control System listed in specs is not required

81 2.1.2.3.c. Basis of Design (IN601, WS-1, “Draper” only offers “adhesive attachment”; is this acceptable?

Manufacturer of basis of design updated to Mechoshade and equivalent color selected.

84 AE604, Details (D1, D2) articulate ceiling mounted shade bracket anchors into thin wood blocking. The minimum recommended thickness for wood shade blocking is 1-1/2” thick. Please confirm 1-1/2" blocking can be used in details.

Confirmed.

91 The drawings show tilt-mounted solar panels on a 3:12 sloped metal roof, which is not practical or structurally possible. We recommend switching to a flush mount system using S-5!

clamps and IronRidge rails, which are well-suited for this roof type. Flush mounting reduces structural load, simplifies installation, and offers adequate solar performance on a 14° slope. Please confirm if we can proceed with the flush-mount design.

Based on the location of the facility and the existing 14° roof slope, tilt-mounted panels are required to optimize solar performance. Provide proper racking system for the panels to be mounted to the CLT roof structure.

92 Please confirm the racking system (type, manufacturer, and model) specified for the solar installation.

The racking system for the solar installation is a delegated design.

94 Locks/Latches - HW Sets list ANSI/BHMA Mortise Lock Function codes. Specification Preamble 2.3.3.1 Bored Locks and Latches - Provide in accordance with ANSI/BHMA A156.2, Series 4000, Grade 1 (cylindrical Locks/ Latches.) Please advise if Mortise or Cylindrical is needed?

Specification 08 71 00 Correction- Section 2.3.3.1 Mortise Locks, Series 1000, Grade 1

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95 HW Sets 1.0, 2.0, & 3.0 list "DEADLATCH" without sufficient information to determine TYPE or FUNCTION. Please advise?

Please reference Amendment 0004 Continuation sheet.

Specification 08 71 00 Correction- Hardware Set 1.0 Door:

(101B) #2 Continuous Hinges (E51031B), #4 Finger Protection BL, #1 If required removable Mulltion by curtainwall manufacturer to meet design pressures, Classroom Passage Lockes Ansi Type 1, 05, #2 SFIC Core - 7 Pin (E09241) 626, #3 Surface Closer (C02021 - SPG Stop), #2 Sweep (R3D534), #1 Threshold (J32100), #1 Threshold Stop Strips, #1 Gasketing (R3E164), #2 Astragal (R3E734), #1 door hardware by storefront / curtainwall manufacture to meet design requirements outlined in the drawings and specifications.

Specification Correction - Hardware Set 2.0 Door (112) #6 Hinge (A8111) US26D, #4 Finger Protection BL, Maglock, #4 Door Pull (J402) US32D, #2 Surface Closer (C02011/ C02021) 689, #2 Door Stop (L02251/ L02121) US26D, #2 Silencer (L03011), #1 Card reader/ keypad Provide by government's security vendor, Notes: Use finger protection product that meets UFC 4-740-14 and as described in 3.2.1.1 with clear anodized aluminum finish.

Specification Correction - Hardware Set 3.0 Doors 114A #6 Hinge (A8111) US26D, #4 finger protection BL, #4 door pull (J402) US32D, #2 Surface Closer (C02021-PT4G) 689, #2 Silencer (L)3011), Notes: Use finger protection product that meets UFC 4-740-14 and as described in 3.2.1.1 with clear anodized aluminum finish.

96 HW Sets 1.0, 2.0, & 3.0 appear to be pairs of doors but, NO flush bolts or surface bolts listed.

Please verify intended function of doors.

Please reference Amendment 0004 Continuation sheet. Refer to response 95.

97 . Locks/Latches - HW Sets list ANSI/BHMA Mortise Lock Function codes. Specification Preamble 2.3.3.1 Bored Locks and Latches - Provide in accordance with ANSI/BHMA A156.2, Series 4000, Grade 1 (cylindrical Locks/ Latches.) Please advise if Mortise or Cylindrical is needed?

Specification 08 71 00 Correction- Section 2.3.3.1 Mortise Locks, Series 1000, Grade 1

98 HW Sets 1.0, 2.0, & 3.0 list "DEADLATCH" without sufficient information to determine TYPE or FUNCTION. Please advise?

Please reference Amendment 0004 Continuation sheet. Refer to response 95

99 HW Sets 1.0, 2.0, & 3.0 appear to be pairs of doors but, NO flush bolts or surface bolts listed.

Please verify intended function of doors.

Please reference Amendment 0004 Continuation sheet. Refer to response 95

102 Reference Drawings: AE-102 The drawings show tilt-mounted solar panels on a 3:12 sloped metal roof, which is not practical or structurally possible.

We recommend switching to a flush mount system using S-5! clamps and IronRidge rails, which are well-suited for this roof type. Flush mounting reduces structural load, simplifies installation, and offers adequate solar performance on a 14° slope.

Based on the location of the facility and the existing 14° roof slope, tilt-mounted panels are required to optimize solar performance. Provide proper racking system for the panels to be mounted to the CLT roof structure.

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Please confirm if we can proceed with the flush-mount design.

105 Reference Drawings: E-601 & E-602

To simplify installation and avoid generator control wiring, we propose connecting the PV system on the line/utility side of the ATS.

This would reduce both equipment requirements and installation costs.

Please confirm if this approach is acceptable.

The proposed approach is not accepted. Please proceed with your bid per the contract documents.

107 RFI 8:

Reference Drawings: AE-102

Please confirm the racking system (type, manufacturer, and model) specified for the solar installation.

The racking system for the solar installation is a delegated design.

110 Request for Substitution Please see Attached

Any mention of a manufacturer or model is non-binding and was done as a proof of concept. Any piece of equipment that meets or exceeds the minimum rating/spec, is part of a complete and usable system and meets the requirements for Buy America Act is acceptable.

112 In regards to the radiant floor heating, please specific what the pipe material is to be, where the pumps are to be located, and how it ties into the HW systems and expected loads on the pumps.

PEX piping. The zones may operate without pumps on system pressure or located pumps in valve manifold if required by manufacturer. The expected load is shown on keynote 1, 19,000 BTUH, at 115 deg F EWT and 85 deg F LWT which is 1.26 GPM per zone and a total of 19 GPM.

113 Per Spec Section 064116 sub section 2.1.1 it states "framed fronts where indicated on drawings" for face frame members on cabinets.

The drawings do not clearly indicate if face frames are needed. Please clarify if face frames are required or if frameless cabinet construction is acceptable.

Follow details as shown on AE702, AE703, AE704 and AE705 for cabinet construction.

See revised drawings.

121 Will the contractor be required to sample / test for contamination in demolition items such as demoed asphalt and concrete?

Sampling and testing of asphalt pavement or concrete pavements/structures to be demolished is not required

124 L-405 shows sodding in the blow up. The drawings on L-101 and L-102 call for planting area. Please confirm what is required.

The "Planting area" hatch on the L plan sheets refers to general areas of seeding, sodding and planting. Please refer to LP planting sheets for specific planting requirements.

125 SECTION 01 35 26 paragraph 1.7.1.1 defines the requirements for the SSHO and 1.7.1.2 permits this role to be performed as a collateral position by the superintendent or the QCM. Section 01 35

29.13 paragraph 1.5.1 Safety and Health Manager describes perhaps a distinct role which appears to be assigned to a person on an as needed basis following establishment of the initial planning that could be perhaps filled by a consultant. Paragraph 1.5.2 defines a requirement for as a Site Safety and Health Officer with a different set of qualifications requiring the contractor name both a primary and

SSHO / Safety and Health Manager can be the same person, assuming they meet all of the qualification requirements.

Required number of safety personnel on site is one person, full time.

Page | 12 alternate. The documents do not provide clear language that either of these roles can be collateral positions to any other personnel on the site.

Please confirm the expected # of qualified full time or part time personnel required to fill the safety positions on the site.

126 SECTION 01 45 35 SPECIAL INSPECTIONS

paragraph 1.2 states “Structural observations will be performed by the Structural Engineer of Record on the Contractor's Design-Build team” – This contract is not a design build so the Structural engineer of record would be by the DOR- please confirm if this reference means the DOR is to provide these inspections. There is other language in this section paragraph

1.3.7 Special Inspector of Record (SIOR) A

licensed engineer …. The SIOR must be an independent third party entity hired directly by the Prime Contractor” While the paragraph

1.3.10 states “Structural Engineer of Record (SER) A registered design professional contracted by the Government” Please clarify.

The structural observations will be performed by the DOR.

Strike "on the Contractor's Design-Build team" from the paragraph. See continuation sheet provided in Amendment

127 07 27 19.01 page 5 Please confirm that you require 40 mil impermeable, self-adhered air barrier membrane, not permeable membrane.

Confirm, provide impermeable membrane.

128 Can you please clarify which type of drawer boxes they are asking for? They call out both kinds of construction in the spec, but in the drawings, they are calling for laminated drawer boxes.

Provide laminated drawer boxes as shown on drawings.

129 Note B on the casework detail sheets (AE702- AE706) calls for magnetic locks on any storage cabinets within children’s reach. Is this the case, and if so, could you provide a basis of design?

Basis of design is the Rev-A-Shelf. https://rev-a-shelf.com/rl-series

130 In regards to the Cabinet Toekicks for the Plastic Laminate Casework:

Per the 06 41 16.00 10 Specification, Item 2.10.2 Cabinet Floor Base calls for “Mount floor cabinets on a base constructed of nominal 2 inch thick lumber.” This style of Toekick can have negative ramifications such as the load being distributed to the Base and Tall Cabinets is not extended continuously to the floor throughout the entirety of the Cabinet and Sub Base. This design also carries additional detrimental effects as the Installers of the Cabinets will now be required to perform additional Installation steps by having to construct, set, and level the Cabinet separate bases in addition to the cabinets themselves….increasing the Installation duration

Follow specifications and details as written due to the integral floor base being adhered to cabinet bases.

Page | 13 of the project. Stevens Industries’ produces approximately 200,000 Cabinets annually utilizing our standard and preferred method of Integral Casework Toekick design.

• Could you please confirm that Stevens Industries can utilize our industry preferred Integral Cabinet Toe Kick design?

131 The CLT package uses specialty installation labor. If an installer or technical advisor/ inspector is on a legal work-permit, will that individual be allowed on site?

Access is determined by activity regulations. Contractor should ensure their team is able to meet DBIDs requirements for base access.

132 Are there any restrictions from the CLT package coming from a European manufacturer?

Buy American Act is required.

133 Buy American Act is noted as required for section 12 00 01. Please advise if buy American act is required for all material?

Confirmed, Buy American Act is required per specifications.

134 Is there an existing key system within this facility that the new building will be required to tie into?

If so, please advise the manufacturer of the existing key system.

No, existing keying system. Provide keying as specified in 08 71 00.

135 Please advise if wood doors are to have a prefinished stained wood veneer, or if the wood doors are to have plastic laminate faces. Spec 081416 discusses both options. If wood veneer doors are to be supplied, please advise veneer species & cut. If plastic laminate doors are to be supplied, please advise which plastic laminate is to be supplied.

Wood Veneer to match wood species of CLT Panel. Quarter cut, stained to match CLT panel.

136 Flush Doors 2.1.1: Hollow core wood doors do not match specification for Interior Flush doors with particleboard or agrifiber core. Please confirm hollow core doors are NOT to be provided.

Solid Wood Doors to be provided.

137 Tags: 114B, 120, 121, and 122 are labeled as hollow metal door and frame but jamb detail provided for this opening (C2/AE602) shows a storefront assembly. Please confirm if storefront doors & frames or hollow metal doors & frames are to be supplied.

Storefront assembly is advised to meet the remarks listed in the door schedule.

138 Please confirm tags 201A, 202A, 203A. and 204A are shown on door schedule as hollow metal door/ hollow metal frame for pre-engineered shed. Please advise if this material is supplied with the shed or if hollow metal doors/ frames are required to be supplied by door/ hardware supplier.

It is advised shed doors be provided by the door/hardware supplier.

139 201A, 202A, 203A. and 204A Hardware set not specified. Please advise if any hardware other than storage lockset is required.

Provide finger protection product that meets UFC 4-740-14 and as described in 3.2.1.1 with clear anodized aluminum finish.

140 For blast resistant hollow metal doors, please provide the following: blast standoff, explosive weight, peak reflective pressure, duration, impulse.

Use blast criteria noted in specification section 08 11 16, paragraph 1.5.4.

141 Door elevation “FL” does NOT differentiate between a full glass door and a full glass with louver. Which tags receive the full glass versus full glass with louver assembly?

Only AV Room Door 123A requires the full glass with louver door.

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142 Is there a site furnishing manufacturer? A detailed selection of products is shown on L6.01 but no manufacturer is indicated

There is no specific required site furnishings manufacturer.

All site furnishings must meet specifications, design intent, sustainability requirements and safety requirements as provided in the construction package.

143 Is there a playground equipment manufacturer? A detailed selection of products is shown on L6.01 & L6.02 but no manufacturer is indicated.

There is no specific required playground equipment manufacturer. All playground equipment must meet specifications, design intent, sustainability requirements and safety requirements as provided in the construction package.

144 Is there a synthetic turf product size or manufacturer? A detailed selection of products is shown on L6.01 & L6.2 but no manufacturer is indicated.

There is no specific required synthetic turf manufacturer. All synthetic turf must meet specifications, design intent, sustainability requirements and safety requirements as provided in the construction package.

145 Is there a selection manufacturer and size request for the grass paving stone?

There is no specific required grass paving system manufacturer. Grass paving system must meet detail requirements, design intent, sustainability requirements and safety requirements as provided in the construction package.