Amendment 3.pdf

USPFO-MI - KELLI KELLEY

3423 N. MLK BLVD

LANSING MI 48906-2934

260247

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to incorporate Attachment 10- Addendum 1, dated 23 Jan 2024, into the terms and conditions of this Invitation for Bids.

There are no other changes, and all other terms and conditions shall remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 30-Jan-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912JB24B0001

X 9B. DATED (SEE ITEM 11)

27-Dec-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 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 ADMINISTRATIVE 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Jan-2024

CODE

USPFO MI PURCHASING & CONTRACTING

JOINT FORCES READINESS CENTER-BUILDING 30

3423 NORTH MARTIN LUTHER KING JR. BLVD

LANSING MI 48906-2934

W912JB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912JB

FACILITY CODECODE

EMAIL:TEL:

W912JB24B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

NOTES

Table of Contents

SECTION 00 10 00 - BID SCHEDULE NOTES

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

SECTION 00 45 00 - REPRESENTATIONS & CERTIFICATIONS

SECTION 00 70 00 - CONTRACT CLAUSES

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

SECTION 01 00 00 - GENERAL REQUIREMENTS

ATTACHMENT 1 – COMPLETE SET DRAWINGS Project #260247 Dated 29 June 2023 ATTACHMENT 2- B3 CONSTRUCT Readiness Center 4 SUBMITTAL BOOK- Dated 22 Aug 2023 ATTACHMENT 3- MI ARNG GAAF RC Vol 2 Type B 100 DRAWING- Dated 29 June 2023 ATTACHMENT 4- MI ARNG GAAF RC Vol 2 Type B 90 DRAWING- Dated N/A ATTACHMENT 5- MI ARNG GAAF RC Vol 2 Type B 100 SPECIFICATIONS - Dated 12 May 2023 ATTACHMENT 6- MI ARNG GAAF RC Vol 3 Type B 90 SPECIFICATIONS- Dated 30 June 2023 ATTACHMENT 7- STATEMENT OF WORK- CONSTRUCT READINESS CENTER 4- Dated 1 Aug 2023 ATTACHMENT 8- BRAND NAME JUSTIFICATION- LonWorks LNS network software tool ATTACHMENT 9- CAMP GRAYLING VISITOR VETTING FORM 2022 (Excel Spread Sheet)

ATTACHMENT 10-ADDENDUM 1 DATED 23 JAN 2024

1. All information relating to this IFB, including pertinent changes/amendments and information will be posted on web site: http://www.SAM.gov.

2. Facsimile transmission of bid is not authorized. Electronic submission of bids will NOT be accepted.

3. All information relating to this IFB, including pertinent changes/amendments and information will be posted on web site: http://www.SAM.gov. For security reasons, all potential offerors, plan rooms and printing companies are required to be registered in the GSA System for Award Management (SAM) database. Firms can register via the SAM internet site at https://www.sam.gov/portal/public/SAM/. Interested bidders are required to submit their representations and certifications at the same site.

4. A complete bid package must contain the following:

(a) Offer, Standard Form (SF) 1442 front and back signed

(b) Section 00 10 00 Line Items- all items must be priced

(c) A Bid Bond and Power of Attorney is required along with the bid on th due date. In accordance with DoD Deviation 2020-00016, electronic http://www.sam.gov/

W912JB24B0001

signatures and electronic, mechanically-applied, or printed dates may be used and shall be considered original signatures and dates. The bid bond must be on a SF24 form. Rejection of a bid bond shall be in accordance with FAR 28.101-4 Noncompliance with bid guarantee requirements.

(d) Section 00 45 00 Representations and Certifications, completed and return only additional certifications found in this section in addition, the offeror must have entered current and complete data within the past year in Online Representations and Certifications at www.sam.gov.

(e) When completing the “Offeror” portion of the SF 1442 (Blocks 14 – 20), an official having the authority to contractually bind the company must sign the SF 1442 in accordance with FAR 4.102.

One copy of the SF1442 is required to have an original signature.

(f) All amendments to the solicitation must be acknowledged

(g) Mark the front of the envelope with the following: BID No. W912JB-24-B-0001, Construct Readiness Center”, and the Name and Address of Bidder. See Block 13A of SF 1442 for required number of copies.

5. Joint Venture Requirements - Parties wishing to propose as a joint venture must submit, with the Pro Forma documents, an executed copy of the joint venture agreement. The joint venture agreement shall be executed in accordance with FAR 4.102(d). Each joint venture partner shall submit evidence satisfactory to the Contracting Officer that its Board of Directors has approved its participation in the joint venture or by an instrument of similarly binding character in the case of an unincorporated entity. Offerors are reminded that to obtain an award the awardee, to include a joint venture, must be registered in the System for Award Management (SAM) database. Applicable to set-aside solicitations: Joint Ventures must meet applicable size standards (See FAR Subpart 19.1). Submit with the proposal any size determination for the Joint Venture entity received from the Small Business Administration. A Joint Venture where-in one party is not a small business may be referred to the Small Business Administration ( IAW FAR 19.302 (b)) to determine eligibility. All questions regarding Joint Ventures must be directed to the Small Business Administration (SBA) and not the Contracting Officer.

A small business joint venture offeror must submit, with its offer, the representation required in paragraph (c) of FAR solicitation provision 52.212-3, Offeror Representations and Certifications-Commercial Products and Commercial Services, and paragraph (c) of FAR solicitation provision 52.219-1, Small Business Program Representations, in accordance with 52.204-8(d) and 52.212-3(b) for the following categories:

(A) Small business

(B) Service-disabled veteran-owned small business

(C) Women-owned small business (WOSB) under the WOSB Program

(D) Economically disadvantaged women-owned small business under the WOSB Program; or

(E) Historical underutilized business small business

Section 00 10 00

(End of Summary of Changes) http://www.sam.gov/

MICHIGAN Army National Guard

GAAF Readiness Center

MIARNG Project Number: 86608-260247

Atkins Project Number: 100078934

Rev. Date 01/23/24 Page 1 of 3

ADDENDUM 01

ADDENDUM NO. 01

Date: January 23, 2024

This Addendum forms a part of the Contract and corrects or modifies original Bid Documents, issued on June 6, 2023.

A. Bidder RFI Response

Responses to bidder’s questions received between January 09 and January 19, 2024, are provided for general information. Responses that amend the contract documents are qualified as such with the following revised documents attached.

B. Project Manual Revisions (Each section replaced in its entirety) – 185 pages bookmarked

PROJECT TABLE OF CONTENTS

01 33 00 SUBMITTAL REGISTER

08 33 13 COILING COUNTER DOORS

22 00 00 PLUMBING GENERAL PURPOSE

32 31 13 53 - HIGH-SECURITY FENCES AND GATES

C. Drawing Revisions (All changes clouded and tagged ADDENDUM 01) – 36 Sheets, bookmarked

G-002 – DRAWING INDEX

- Revised index to add new sheet FA-211.

CU201 – UTILITY PROFILES – SHEET 1 OF 3

- The vertical scales were corrected to be shown as 1”=5’.

- The proposed grade line was extended to the existing grade on the waterline W-2 profile

CU202 - UTILITY PROFILES - SHEET 2 OF 3

- The sanitary sewer pipe between SS-01 and CO-1 on the profile was lowered to provide a minimum 3.5’ of cover over the pipe.

- The proposed grade line was extended to meet the existing grade on the sanitary sewer profile ES-SS

2000 to CO-1

CU203 - UTILITY PROFILES - SHEET 3 OF 3

- The sanitary sewer pipe from CO-5 to SS-02 was lowered to provide a minimum 3.5’ of cover over the pipe.

- Invert elevations on the Pipe and Structure Schedule were revised.

CU501 - UTILITY DETAILS

- The fire hydrant detail was revised to show a minimum depth over the waterline to be 6’-0”.

S-001 - GENERAL NOTES, ABBREVIATIONS & SYMBOLS

-Revised seismic load table.

S-002 - GENERAL NOTES

- Revised general notes.

S-121 - LOW ROOF FRAMING PLAN

- Revised south elevation canopy.

Rev. Date 01/23/24 Page 2 of 3

S-201 - STRUCTURAL ELEVATIONS

- Revised south elevation canopy.

S-302 - BUILDING SECTIONS

- Added canopy section.

S-511 - TYPICAL CONCRETE DETAILS

- Revised slab edge at door opening detail.

S-612 - LIGHT GUAGE TYPICAL DETAILS

- Revised bracing detail.

S-631 - MISC DETAILS

- Added details for canopy.

A-151 – ROOF PLAN

- Revised canopy on south elevation.

- Located snow guard and provided a note.

A-201 – BUILDING ELEVATION

- Revised canopy drawing on south elevation.

A-202 – BUILDING ELEVATION

- Revised note for canopy on south elevation.

A-310 – WALL SECTIONS

- Revised location of foundation rigid board insulation.

- Revised canopy detail.

A-111 - WALL SECTIONS

A-561 - EXTERIOR BUILDING ENVELOPE DETAILS

- Revised location foundation rigid board insulation.

- Added canopy detail.

A-562 - EXTERIOR BUILDING ENVELOPE DETAILS

- Located snow guard and provided annotation.

- Added details for canopy gutter and downspout.

A-621 - WINDOW & STOREFRONT ELEVATIONS

- Added notes for GL 4 glazing type.

FA-001 - FIRE ALARM SYSMBOL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

- Updated MASS notification speaker/strobe description

- Added LED text sign to the legend.

FA-111 – FIRE ALRAM PLAN – AREA A

- Added LED test sign at the North Egress door.

- Updated the location of one combination MASS notification speaker and strobe in the EOD

Supply.

Rev. Date 01/23/24 Page 3 of 3

FA-112 – FIRE ALARM PLAN – AREA B

- Added LED test sign at the East and South Egress doors.

- Added MASS notification speaker and strobe in specific locations (Lactation Area and offices 141, 149, 150, 152, 153, 160, 161, 159, 158, 155, and 156).

- Added monitor modules for the fire pump in the Fire Pump Room.

FA 211 - FIRE ALARM ROOF PLAN

- Introduced a new sheet to incorporate Monitor Modules and control Relays in all the RTU.

FA-501 - FIRE ALARM RISER DIAGRAM

- Added new Key notes 11 and 12.

P-100.1 - UNDERGROUND PLUMBING PLAN - PART A

- The finished floor elevation was revised to match the civil plan floor elevation of 1153.00

- Pipe invert elevations were adjusted based on the revised finished floor elevation.

P-100.2 - UNDERGROUND PLUMBING PLAN - PART B

- The finished floor elevation was revised to match the civil plan floor elevation of 1153.00

M-503 - HVAC CONTROLS

- Revised fire alarm notes.

OLI715 - OPTION 3 FLOOR PLAN & REFLECTED CEILING PLAN

- Revised location of trench drain.

OLI718 - OPTION 3 WALL SECTIONS

- Revised location of foundation rigid board insulation.

- Revised location of trench drain.

OLI719 - OPTION 3 TRAINING BAY DETAILS

- Revised location of trench drain.

OLI726 - OPTION 3 TRAINING BAY PLUMBING PLAN

- The finished floor elevation was revised to match the civil plan floor elevation of 1153.00

- Pipe invert elevations were adjusted based on the revised finished floor elevation.

OLI735 - OPTION 3 - TRAINING BAY POWER AND LIGHTING

- Added electrical circuit for a second CO and GAS Detection alarm panel.

OLI737 - OPTION 3 - FIRE ALARM – WORKBAYS

- Added Monitor Modules and Control Relays to initiate the shutdown of HVLS fans immediately after a waterflow alarm is activated.

OLI740 - OPTION 2- SUPPLY & PES ROOM PLANS

- Added notes for wire mesh partitions.

END

# DATE

RFI DETAIL

Primary Discipline Response Response Date

001 1/9/2024 The solicitation states that the price shall be good for 60 days, while the Site Visit slides state 90 days. Please clarify.

MIARNG

Questions regarding the solicitation process or schedule and other contractual items will need to be responded to by MIARNG.

1/12/2024

002 1/9/2024 Please advise what the time frame is for award of the option(s) and any resulting project schedule extensions if they are not all awarded at the same time

MIARNG

Questions regarding the solicitation process or schedule and other contractual items will need to be responded to by MIARNG.

1/12/2024

003 1/9/2024

Spec 01 35 26 (para. 1.6.1.1.1) states that the SSHO may also serve as the QC Manager duties but may not serve as the Superintendent. However, Spec 01 45 00.00 10 (para. 3.4.2) states that the QC Manager is assigned as the CQC

Manager but has duties as project superintendent in addition to quality control. In addition, Spec 01 00 00 (para.

1.38.1, Key Personnel Description, states: “An individual Key Team Member may not hold more than one key role.”

This is followed by the minimum qualifications for Project Manager, Site Superintendent, Quality Control Manager, and Safety Manager. Please clarify the project requirements for the QC Manager, SSHO and Superintendent).

MIARNG

It appears that the note in section 01 00 00 – “An individual Key Team Member may not hold more than one key role” contradicts language in spec 01 35 26.

Atkins understanding is that per 01 35 26 – The Quality Control Manager and Site

Safety and Health Office can be the same person, but there needs to be a separate Project Superintendent.

Section 01 45 00.00 10 does not specifically mention “Quality Control Manager”, it states that the Contractor Quality Control manager also has superintendent duties. Meaning observation and inspection of site work, production of reports and is on site at all times during construction. Atkins understanding is that there is no difference between a Quality Control Manager and a Contractor Quality

Control Manager.

Final response and decision to be confirmed by MIARNG.

1/12/2024

004 1/9/2024 Drawing CS503 shows chain link fence details but no chain link fence is found on the drawings. Please advise. CIVIL Please refer to sheet OLI705 & OLI706. Optional line item drawings for the project are located at the back of the drawing set starting from OLI700 - OLI786.

1/12/2024

005 1/9/2024 Please confirm that the project is tax exempt per Spec 01 00 00. MIARNG Questions regarding the solicitation process or schedule and other contractual items will need to be responded to by MIARNG.

1/12/2024

006 1/9/2024 Please consider allowing submittal of the Bid via email. Typically, trades do not provide their bids until late in the process, making it difficult to copy, bind, and deliver the Bid documents.

MIARNG

Questions regarding the solicitation process or schedule and other contractual items will need to be responded to by MIARNG.

1/12/2024

007 1/10/2024 DMI Metals - I recently viewed the Readiness Center project in Grayling, MI and am interested in quoting the standing seam roof. Your name was listed as a contact, and I was wondering if Substitution Requests are acceptable.

MIARNG

Per FAR requirements, the specs do not name specific manufacturers or products. The specs include salient characteristics of products and materials. If a specific product meets the listed characteristics, then a it can be evaluated during the submittal process.

1/12/2024

008 1/12/2024

Should coatings on concrete be polyurea on the interior and bituminous coating on the exterior? These are preferred practices in many communities in Michigan due to constant expansion-contraction of concrete tanks susceptible to toxins including phosphates, sulfuric acids, cleaning agents, and petroleum products. Epoxy coatings have been defined as too hard-brittle to survive in extreme temperature conditions. Cracking can occur and lead to premature failures on concrete designs (see recommended Concrete GI Spec).

PLUMBING

Per FAR requirements, the drawings & specifications do not name specific manufacturers or products. The drawings and specifications include salient characteristics of products and materials crucial to the performance of the product. If a submitted product meets or exceeds the performance of the product provided as the Basis of Design, it can be evaluated through the submittal process.

1/16/2024

009 1/12/2024

Are HDPE solutions acceptable as alternatives for the grease interceptor and oil separators? Fully welded designs using dual-wall construction are better for long-term structural durability, leak-free performance, and chemical resistance.

PLUMBING

Per FAR requirements, the specs do not name specific manufacturers or products. The specs include salient characteristics of products and materials. If a specific product meets the listed characteristics, then a it can be evaluated during the submittal process.

1/15/2024

010 1/12/2024 Per S-201 and A-123 a prefabricated canopy on the south elevation is by others. If the Contractor installs framing with metal deck for this canopy, please provide details

ARCHITECTURE / STRUCTURE /

PLUMBING

Atkins will provide drawings and specs as needed in an addendum. 1/12/2024

011 1/12/2024 Per details on A-451 all shower cabins are wall fiberglass commercial showers. No spec found neither in architectural nor plumbing sections. Please clarify

SPECS

Atkins will provide revised specs in an addendum. / Shower walls can match shower pan material 1/15/2024

012 1/12/2024 What is the thickness of stone beneath slab-on-grade? Drawing S-111 refers to Geotechnical Report, but no Geotech

Report included in RFP

MIARNG

Geotechnical report which is in the design report can be made available by

MIARNG.

1/15/2024

013 1/12/2024 Please provide Food Service drawings. Spec 1106 40.13, 1.2.3 classified responsibilities of all parties, but section

2.1.2Food Service Equipment Schedule does not show this classification. Please advise.

SPECS

Please refer to sheet A-402 for kitchen equipment layout and equipment list. All food service equipment is contractor furnished and contractor installed unless otherwise noted as NOT IN CONTRACT on the kitchen equipment list. Atkins will update specs to remove Food Service Equipment Schedule.

1/16/2024

014 1/18/2024

Base Bid Fire Alarm Mass Notification: The design documents indicate clear and amber strobes; clear for fire alarm and amber for mass notification. This is an antiquated approach to mass notification design and no long supported by the DoD, i.e., USACE, USAF, NAVFAC, etc. Refer to Engineering and Construction Bulletin ECB-2022-05 rev 2 Mass

Notification Requirements. Please confirm amber strobes are required. Note that LED MNS text signs at each exit door should be provided in lieu of amber strobes.

FIRE ALARM

As per Engineering and Construction Bulletin ECB-2018-17 Rev 3, Amber strobes must no longer be used in new mass notification systems. In lieu of amber strobes, clear or white strobes marked with the word “ALERT” must be used for new mass notification systems. Clear or white strobes must be provided for shared use by the facility’s combination mass notification and fire alarm system.

The clear or white strobes are activated in conjunction with voice messages over the mass notification or fire alarm system. Drawings will be updated accordingly to include this modification.

1/19/2024

015 1/18/2024

Base Bid Fire Alarm Mass Notification: The proposed layout for notification appliances (i.e., speaker/strobes) does not appear to follow general guidelines and industry standards for a system required to achieve prescriptive audibility and voice intelligibility requirements. For example, there are occupiable spaces within the facility that do not have notification appliances. With the doors closed, it is unlikely these spaces will pass acceptance testing. Per NFPA 72, the ownness is on the Designer of Record to establish the acoustically distinguishable spaces. Please confirm the spaces without notification appliances are except from audibility and voice intelligibility requirements.

FIRE ALARM

The Fire Alarm drawings are scheduled for revision to include a speaker/strobe in

Offices. However, it's important to note that not all small spaces or offices will require a visible notification appliance, as outlined in UFC 3-600-01 9-18-6.3 (I).

Additionally, while the provided Fire Alarm drawings encompass the design intent, the contractor is required to furnish shop drawings that specify the final quantity, location, and calculations.

1/19/2024

016 1/18/2024

Base Bid Fire Alarm Mass Notification: The design documents do not show addressable input modules to monitoring the fire pump system as required by NFPA 20. Please clarify if the fire pump is required to be monitored by the fire alarm system. FIRE ALARM

Yes, FACP needs to monitor the Fire Pump. Control modules need to be included in drawings for the Running/Lost of Phase, Phase Reversal, test Header. Refer to the revised drawings.

1/19/2024

017 1/18/2024

Base Bid Fire Service Entrance: The fire service backflow preventer is downstream of the fire pump. Please clarify if the fire pump must be dual listed for both fire protection and domestic service.

FIRE PROTECTION /

PLUMBING

The fire pump selected as the basis of design is NSF 61 certified, so it is safe to use with a potable water service. The pump selected for installation must be NSF

61 certified. UFC 03-600-01 requires the backflow preventer to be installed after the fire pump.

1/19/2024

018 1/18/2024

Base Bid Fire Protection: Wafer style check valves are annotated on Detail 2 on sheet F-401. Please confirm wafer style check valves are permitted; swing type check valves with removal face plate for internal inspection are more commonly used in the fire protection industry.

FIRE PROTECTION

The wafer-style check valve indicated on the riser is commonly used on the FDC inlet in our experience. A swing-type check valve is also acceptable at this location if there is sufficient space in the piping assembly for it.

1/19/2024

019 1/18/2024

Option 3: Please clarify if the HVLS fans must shut down upon the detection of fire sprinkler waterflow as required by

NFPA 13. FIRE PROTECTION

Yes, control monitors must be added to shut down the HVLS fans upon a waterflow alarm.

1/19/2024

020 1/18/2024

Option 3: Please confirm carbon monoxide detection is required in the Training Workbays per NFPA 72.

FIRE ALARM

An existing CO Detection system is specified in the Mechanical plans OLI730. The purpose of this system is to ensure low levels of CO in the training bay. This system will operate independently.

1/19/2024

021 1/18/2024

Option 4: Please clarify if the emergency generator controller must be monitored by the fire alarm system as required by NFPA 101; 9.1.3.2.

FIRE ALARM

Yes, the FACP needs to monitor the new generator. Please refer to Key Note #9 on sheet OLI785, where we specify the installation of conduits and control wiring between the generator and FACP.

1/19/2024

022 1/18/2024 Where are mesh partitions needed? ARCHITECTURE Please refer to sheet OLI740 1/19/2024

023 1/18/2024 Please provide door and shutter specs.

SPECS Atkins will provide spec section for window counter doors in an addendum 1/19/2024

024 1/18/2024

For the alternate on the training bay fire protection, is that entire area getting sprinkled or just the north half?

FIRE PROTECTION

The entire area receives fire suppression. The entire building receives fire suppression. Apply coverage based on Hazard Classifications indicated under Fire

Protection Data on sheet F-001. AtkinsRéalis only presented the most remote area that was used to prepare hydraulic calculations.

1/22/2024

025 1/18/2024

Is detail 7 on S5-11 for the trench drains is a mistake as it refers to the architectural pages to verify location, but I do not see any annotations for a trench drain location within the architectural pages. ARCHITECTURE Revised annotations for trench drain location will be provided in an addendum 1/23/2024

026 1/18/2024

Will not be able to meet the specs attached, please see below for some of the items not available.

CHI Springs are only warrantied for 1 year.

Max Cycles Available - 100k

Insulated Slats Not Available for Counter Shutters

Vision Lites Not Available in Shutters

6" Barrel Not Available for Shutters

SPECS Atkins will provide spec section for window counter doors in an addendum 1/19/2024

027 1/18/2024

We would like to provide you a full package for you on this. We are specified on all the types except A2, A2E, A4, A4E, C-H, CE-H, X & X1. Please let me know your thoughts.

ELECTRICAL / SPECS

Question is unclear. Per FAR requirements, the specs do not name specific manufacturers or products. The specs include salient characteristics of products and materials. If a specific product meets the listed characteristics, then a it can be evaluated during the submittal process. Any necessary substitution can be review during the submittal process.

1/22/2024

028 1/19/2024

Substitution request for metal lockers.

ARCHITECTURE

Per FAR requirements, the specs do not name specific manufacturers or products. The specs include salient characteristics of products and materials. If a specific product meets the listed characteristics, then a it can be evaluated during the submittal process.

1/19/2024

MIARNG Readiness Center - BIDDER RFI LOG 2024

029 1/19/2024

Section 01 91 00.15 10 Total Building Commissioning

- Will there be a third-party Commissioning Agent on this project?

- If not, what will the Commissioning process be?

SPECS

Per the spec section listed the GC to employ the Services of and independent firm for commissioning. Follow specification for the process

030 1/19/2024

Section 23 09 00 Instrumentation and Control

- 2.1.2 Programming Control Unit and Programming Software “By Owner” – please confirm there is no work being performed by the owner.

- 2.1.4 Control Devices – please confirm all control devices are to be as listed on M-502 and that devices listed on M-

502 supersede the specifications.

MECHANICAL

2.1.2 - No work to be done by owner. Software and version to be confirmed by owner.

2.1.4 - Sheet M-502 shall supersede this section information where in conflict.

1/22/2024

031 1/19/2024

Section 23 09 23.01 Lonworks Direct Digital Control

- 3.1.2.1 Specified Circon DDC controllers on M-502 are not available with

H-O-A switches or AO potentiometers. Please advise.

- 3.1.2.2 Specified Circon DDC controllers on M-502 are not available with local displays. Please advise.

- 3.1.5 Specified Circon VAV controllers on M-502 are not available with network jacks. Are these to be furnished and wired to the communication buss at the room temperature sensors

MECHANICAL / MIARNG

Owner to confirm these devices on M-502 are preferred over listed functions in spec.

1/22/2024

032 1/19/2024

Division 25 Integrated Automation and all associated controls Specifications o Please confirm that any reference to

Tridium should be ignored and that this project is to be performed with a LonWorks LNS database and a CatNet Web

Server User Interface.

MECHANICAL Correct. Controls are to be Lon system. 1/22/2024

033 1/19/2024 There are many different customer training requirements for the controls listed throughout the Specifications. What are the training requirements?

SPECS Refer to 01 78 23 part 3

034 1/19/2024

Drawing M-601, Packaged Rooftop Units, Note #4

- Please confirm the intent of this note is; Provide “DDC Ready” units with damper, fan and cooling controls wired to a terminal strip in the controls compartment. DDC controls and components to be field installed.

MECHANICAL Yes, RTUs and factory components provided are to be capable of DDC controls 1/22/2024

035 1/19/2024

Option #2 Build-out EOD Supply & PES Room

- Please confirm all work should on Drawing M-111 in the EOD Supply area should be included in the base bid

MECHANICAL Correct. All work on sheet M-111 should be on the base bid. 1/22/2024

036 1/19/2024 Drawing – A653 does not include the material details for GL-4 Glazing which is specified in A611 Drawing notes for interior glazing. Please specify the details of GL4 Material.

ARCHITECTURE Atkins will revise glazing information and issue revised sheet in an addendum 1/22/2024

037 1/19/2024 Drawing – A202 north elevation shows W8 which seems like a window or a louver but there is no detail shown either in window details or louver details please provide the details for W8.

ARCHITECTURE

Please refer to sheet A-621 for louver elevation and sheet A-623 for louver details.

1/22/2024

038 1/19/2024

Option 3: Fence spec calls for gate operators in para 2.1.6 and for electro-mechanical locks in para 2.1.7. However, they are not found neither on the site plans nor on the electrical plans. Are these gate operators and electro-mechanical locks required for this project? And if so, who will be responsible for the installation of these products?

CIVIL / SPECS

All sliding gate should be manually operated. Electro mechanical locks are not required. Atkins will revise spec sections and issue updated specs in an addendum.

1/22/2024

039 1/19/2024

Option 2: Please clarify the height of acoustical ceiling and mesh partitions height in PES Room

ARCHITECTURE

Ceiling height in PES room is at 10' per ceiling type legend. Wire mesh partitions in Supply Rooms will go to the underside of the structure/roof above. No Ceiling.

Atkins will add note to Supply Room floor plan issue revised sheet in an addendum.

1/22/2024

040 1/19/2024

The specs call for all 24 volt and lon wiring to be in conduit regardless of building codes but the drawings saw that they can be in j hooks or bridal rings above suspended ceilings. Which route should i bid as the cost is very different.

on all of our recent work for the state j hooks and bridal rings have been acceptable in suspended ceiling areas.

ELECTRICAL / SPECS

All fire alarm cables, data cables, and security cables shall be routed within conduits unless specified otherwise on the drawings. Cable trays shall be installed as specified on the drawings.

1/22/2024

041 1/19/2024

The specs call out a lot of performance testing that is very costly that is not normally done on state projects. what testing is actually required? These small but important items can drastically change cost of install

ELECTRICAL / SPECS

Our MIARNG project's specifications are based on the UFC criteria and

Government requirements. Could you specify which tests fall under these criteria? The project expectation is that a certified contractor performs the required testing for a complete and fully functionally system.

1/22/2024

042 1/19/2024

Base Bid: Please provide grout selection for tile installation.

ARCHITECTURE

Please submit grout product that is compliant with the specifications. Grout color to be selected and coordinated with tile submittals during the submittal process by architect or government. For ceramic tile refer to paragraph 2.4.4, for all other tile refer to paragraph 2.4.5.

1/19/2024

Mi chi gan Ar my Nat i onal Guar d Readi ness Cent er Type B 100% Submi ssi on Gr ayl i ng AAF, Mi chi gan

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 12/ 20 GENERAL REQUI REMENTS

01 11 00 08/ 15, CHG 2: 08/ 21 SUMMARY OF WORK

01 33 00 08/ 18, CHG 4: 02/ 21 SUBMI TTAL PROCEDURES

01 33 29 02/ 21 SUSTAI NABI LI TY REQUI REMENTS AND

REPORTI NG

01 35 26 11/ 20, CHG 3: 02/ 22 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 02/ 19 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 11/ 16, CHG 2: 11/ 21 QUALI TY CONTROL

01 50 00 11/ 20, CHG 1: 08/ 21 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND

CONTROLS

01 57 19 11/ 15, CHG 5: 08/ 21 TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 08/ 19, CHG 3: 11/ 21 PROJECT I DENTI FI CATI ON

01 74 19 02/ 19, CHG 3: 11/ 21 CONSTRUCTI ON WASTE MANAGEMENT AND

DI SPOSAL

01 78 00 05/ 19, CHG 1: 08/ 21 CLOSEOUT SUBMI TTALS

01 78 23 08/ 15, CHG 2: 08/ 21 OPERATI ON AND MAI NTENANCE DATA

01 91 00. 15 10 05/ 19, CHG 3: 05/ 22 TOTAL BUI LDI NG COMMI SSI ONI NG

DI VI SI ON 03 - CONCRETE

03 30 00 02/ 19, CHG 3: 11/ 21 CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/ 15, CHG 2: 05/ 19 UNI T MASONRY

DI VI SI ON 05 - METALS

05 12 00 08/ 18, CHG 2: 05/ 21 STRUCTURAL STEEL

05 21 00 05/ 15, CHG 1: 08/ 18 STEEL JOI ST FRAMI NG

05 30 00 05/ 15, CHG 2: 08/ 18 STEEL DECKS

05 40 00 05/ 15, CHG 1: 08/ 18 COLD- FORMED METAL FRAMI NG

05 50 13 05/ 17, CHG 1: 08/ 18 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 33 02/ 16, CHG 2: 02/ 18 METAL LADDERS

05 52 00 02/ 18, CHG 1: 02/ 20 METAL RAI LI NGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/ 16, CHG 2: 11/ 18 ROUGH CARPENTRY

06 20 00 08/ 16, CHG 2: 11/ 18 FI NI SH CARPENTRY

06 41 16. 00 10 08/ 10, CHG 1: 11/ 18 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL

CABI NETS

06 61 16 08/ 20 SOLI D SURFACI NG FABRI CATI ONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 08/ 19 PRESSURE TESTI NG AN AI R BARRI ER SYSTEM

FOR AI R TI GHTNESS

07 21 13 02/ 16, CHG 2: 08/ 20 BOARD I NSULATI ON

07 21 16 11/ 11, CHG 4: 08/ 18 MI NERAL FI BER BLANKET I NSULATI ON

07 22 00 02/ 16, CHG 3: 11/ 18 ROOF AND DECK I NSULATI ON

07 27 10. 00 10 08/ 19, CHG 1: 02/ 20 BUI LDI NG AI R BARRI ER SYSTEM

07 27 26 05/ 17, CHG 2: 08/ 20 FLUI D- APPLI ED MEMBRANE AI R BARRI ERS

07 42 13 05/ 11, CHG 2: 02/ 18 METAL WALL PANELS

07 53 23 05/ 12, CHG 2: 08/ 18 ETHYLENE- PROPYLENE- DI ENE- MONOMER

PROJECT TABLE OF CONTENTS Page 1

ROOFI NG

07 60 00 05/ 17, CHG 2: 11/ 18 FLASHI NG AND SHEET METAL

07 61 14. 00 20 08/ 16, CHG 1: 08/ 18 STEEL STANDI NG SEAM ROOFI NG

07 84 00 05/ 10, CHG 1: 08/ 13 FI RESTOPPI NG

07 92 00 08/ 16, CHG 3: 11/ 18 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/ 20 STEEL DOORS AND FRAMES

08 11 16 05/ 17, CHG 2: 11/ 18 ALUMI NUM DOORS AND FRAMES

08 14 00 08/ 16, CHG 1: 08/ 18 WOOD DOORS

08 31 00 05/ 17, CHG 1: 08/ 18 ACCESS DOORS AND PANELS

08 33 13 05/ 09, CHG 2: 11/ 12 COI LI NG COUNTER DOORS

08 33 23 08/ 20, CHG 1: 02/ 22 OVERHEAD COI LI NG DOORS

08 34 59 08/ 08, CHG 1: 11/ 12 VAULT DOORS

08 44 00 05/ 19 CURTAI N WALL AND GLAZED ASSEMBLI ES

08 51 13 05/ 19 ALUMI NUM WI NDOWS

08 71 00 02/ 16, CHG 4: 02/ 22 DOOR HARDWARE

08 81 00 05/ 19 GLAZI NG

08 91 00 08/ 20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 02/ 10, CHG 2: 08/ 18 SUPPORTS FOR GYPSUM BOARD

09 29 00 08/ 16, CHG 4: 02/ 20 GYPSUM BOARD

09 30 10 08/ 20 CERAMI C AND PORCELAI N TI LI NG

09 51 00 08/ 20 ACOUSTI CAL CEI LI NGS

09 62 38 08/ 17, CHG 1: 08/ 18 STATI C- CONTROL FLOORI NG

09 65 00 08/ 10, CHG 3: 08/ 18 RESI LI ENT FLOORI NG

09 68 00 11/ 17, CHG 2: 08/ 20 CARPETI NG

09 84 20 08/ 16, CHG 1: 08/ 18 ACOUSTI CAL WALL PANELS

09 90 00 02/ 21 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00. 10 08/ 17, CHG 1: 11/ 18 EXTERI OR SI GNAGE

10 14 00. 20 08/ 20 I NTERI OR SI GNAGE

10 21 13 08/ 20 TOI LET COMPARTMENTS

10 22 13 08/ 16, CHG 1: 08/ 18 WI RE MESH PARTI TI ONS

10 22 39 08/ 20 FOLDI NG PANEL PARTI TI ONS

10 26 00 08/ 20 WALL AND DOOR PROTECTI ON

10 28 13 08/ 20 TOI LET ACCESSORI ES

10 44 16 11/ 19 FI RE EXTI NGUI SHER ACCESSORI ES

10 51 13 05/ 11 METAL LOCKERS

10 56 13 04/ 06 STEEL SHELVI NG

DI VI SI ON 11 - EQUI PMENT

11 05 40 08/ 17, CHG 1: 02/ 18 COMMON WORK RESULTS FOR FOODSERVI CE

EQUI PMENT

11 06 40. 13 08/ 17 FOODSERVI CE EQUI PMENT SCHEDULE

11 31 13 08/ 17, CHG 1: 08/ 18 ELECTRI C KI TCHEN EQUI PMENT

11 41 11 08/ 17 REFRI GERATED AND FROZEN FOOD STORAGE

EQUI PMENT

11 42 00 08/ 17 FOOD PREPARATI ON EQUI PMENT

11 44 00 08/ 17, CHG 1: 08/ 18 FOOD COOKI NG EQUI PMENT

11 46 00 01/ 08 FOOD DI SPENSI NG EQUI PMENT

11 47 00 08/ 17, CHG 1: 08/ 18 I CE MACHI NES

11 48 00 08/ 17, CHG 1: 08/ 18 CLEANI NG AND DI SPOSAL EQUI PMENT

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 08/ 20 ROLLER WI NDOW SHADES

12 36 00 08/ 16, CHG 2: 08/ 18 COUNTERTOPS

12 48 13 08/ 17 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 08/ 17, CHG 1: 08/ 18 SI TE FURNI SHI NGS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13. 00 10 05/ 09 WET PI PE SPRI NKLER SYSTEM, FI RE

PROTECTI ON

21 30 00 04/ 08 FI RE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/ 15 PLUMBI NG, GENERAL PURPOSE

22 07 19 08/ 16 PLUMBI NG PI PI NG I NSULATI ON

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00. 00 20 08/ 10, CHG 3: 08/ 18 BASI C MECHANI CAL MATERI ALS AND METHODS

23 05 15 02/ 14 COMMON PI PI NG FOR HVAC

23 05 48. 00 40 08/ 15 VI BRATI ON AND SEI SMI C CONTROLS FOR

HVAC PI PI NG AND EQUI PMENT

23 05 93 11/ 15 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR

HVAC

23 07 00 02/ 13, CHG 7: 05/ 20 THERMAL I NSULATI ON FOR MECHANI CAL

SYSTEMS

23 09 00 02/ 19, CHG 3: 05/ 21 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 11/ 15, CHG 2: 05/ 21 I NSTRUMENTATI ON AND CONTROL DEVI CES

FOR HVAC

23 09 23. 01 02/ 19, CHG 1: 02/ 20 LONWORKS DI RECT DI GI TAL CONTROL FOR

HVAC AND OTHER BUI LDI NG CONTROL SYSTEMS

23 09 53. 00 20 02/ 10, CHG 2: 08/ 17 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 20 11/ 08 FACI LI TY GAS PI PI NG

23 21 13. 00 20 04/ 06, CHG 2: 11/ 19 LOW TEMPERATURE WATER ( LTW) HEATI NG

SYSTEM

23 21 23 08/ 17 HYDRONI C PUMPS

23 25 00 05/ 21 CHEMI CAL TREATMENT OF WATER FOR

MECHANI CAL SYSTEMS

23 30 00 05/ 20, CHG 1: 02/ 22 HVAC AI R DI STRI BUTI ON

23 52 46. 00 20 05/ 15, CHG 3: 08/ 18 LOW PRESSURE WATER HEATI NG BOI LERS

( OVER 800, 000 BTU/ HR OUTPUT)

23 80 20. 00 10 05/ 20 GAS- FI RED HEATI NG EQUI PMENT

23 81 00 05/ 18, CHG 1: 02/ 21 DECENTRALI ZED UNI TARY HVAC EQUI PMENT

23 82 00. 00 20 02/ 16, CHG 1: 08/ 18 TERMI NAL HEATI NG UNI TS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 05/ 21 CYBERSECURI TY FOR FACI LI TY- RELATED

CONTROL SYSTEMS

25 08 10 05/ 21 UTI LI TY MONI TORI NG AND CONTROL SYSTEM

TESTI NG

25 10 10 02/ 19, CHG 1: 05/ 21 UTI LI TY MONI TORI NG AND CONTROL SYSTEM

( UMCS) FRONT END AND I NTEGRATI ON

DI VI SI ON 26 - ELECTRI CAL

PROJECT TABLE OF CONTENTS Page 3

26 05 00. 00 40 11/ 20 COMMON WORK RESULTS FOR ELECTRI CAL

26 05 13. 00 40 05/ 20 MEDI UM- VOLTAGE CABLES

26 05 19. 10 10 05/ 16 I NSULATED WI RE AND CABLE

26 05 26. 00 40 08/ 19 GROUNDI NG AND BONDI NG FOR ELECTRI CAL

SYSTEMS

26 05 71. 00 40 02/ 17 LOW VOLTAGE OVERCURRENT PROTECTI VE

DEVI CES

26 08 00 11/ 21 APPARATUS I NSPECTI ON AND TESTI NG

26 09 23. 00 40 08/ 19 LI GHTI NG CONTROL DEVI CES

26 12 19. 10 05/ 19, CHG 1: 11/ 19 THREE- PHASE, LI QUI D- FI LLED PAD- MOUNTED

TRANSFORMERS

26 20 00 08/ 19, CHG 3: 11/ 21 I NTERI OR DI STRI BUTI ON SYSTEM

26 24 13 08/ 21 SWI TCHBOARDS

26 24 16. 00 40 08/ 19 PANELBOARDS

26 27 13. 10 30 10/ 07, CHG 2: 08/ 18 ELECTRI C METERS

26 28 01. 00 10 08/ 21 COORDI NATED POWER SYSTEM PROTECTI ON

26 29 23 02/ 20, CHG 1: 05/ 21 ADJUSTABLE SPEED DRI VE ( ASD) SYSTEMS

UNDER 600 VOLTS

26 41 00 11/ 13 LI GHTNI NG PROTECTI ON SYSTEM

26 51 00 05/ 20, CHG 2: 11/ 21 I NTERI OR LI GHTI NG

26 56 00 08/ 21 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28. 36 40 05/ 17 CABLE TRAYS FOR COMMUNI CATI ONS SYSTEMS

27 10 00 08/ 11 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG

SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 05/ 16 ELECTRONI C SECURI TY SYSTEM ACCEPTANCE

TESTI NG

28 31 76 08/ 20 I NTERI OR FI RE ALARM AND MASS

NOTI FI CATI ON SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/ 08, CHG 2: 02/ 21 EARTHWORK

31 11 00 11/ 18 CLEARI NG AND GRUBBI NG

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 08/ 17 LANDSCAPE ESTABLI SHMENT

32 11 23 05/ 22 AGGREGATE BASE COURSE FOR FLEXI BLE

PAVI NG

32 12 13 05/ 17 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16. 16 11/ 20 ROAD- MI X ASPHALT PAVI NG

32 13 13. 06 05/ 20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SI TE FACI LI TI ES

32 15 00 05/ 17 AGGREGATE SURFACI NG

32 16 19 05/ 18 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 31 13. 53 11/ 21 HI GH- SECURI TY FENCES ( CHAI N LI NK AND

ORNAMENTAL) AND GATES

32 92 19 08/ 17, CHG 1: 08/ 21 SEEDI NG

32 93 00 08/ 17, CHG 1: 08/ 21 EXTERI OR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/ 18, CHG 1: 02/ 22 WATER UTI LI TY DI STRI BUTI ON PI PI NG

PROJECT TABLE OF CONTENTS Page 4

33 30 00 05/ 18 SANI TARY SEWERAGE

33 40 00 11/ 21 STORMWATER UTI LI TI ES

33 82 00 04/ 06 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 112 PAGES

W9133L16D0008

Grayling ARNG GAAF Readiness Center

01 11 00 SD-01 Preconstruction Submittals

1.5 GSalvage Plan

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 33 29 SD-01 Preconstruction Submittals

1.5.3.2 GPreliminary High Performance

and Sustainable Building Checklist

1.4.1 GSustainability Action Plan

1.5.3.2 GPreliminary Sustainability

eNotebook

SD-06 Test Reports

1.5.3.2 GThird Party Certification Design

Compliance Report

SD-11 Closeout Submittals

1.5.3.2 GFinal High Performance and

Sustainable Building Checklist

1.5.3.2 GFinal Sustainability eNotebook

1.5.3.2 GAmended Final Sustainability

eNotebook

1.5.3.2 GAmended Final High

Performance and Sustainable

Building Checklist

3.2 GThird Party Certification

Certificate, Assessment, or

Validation and Compliance Report

01 35 26 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 35 26 1.7 GAccident Prevention Plan (APP)

1.7 GAccident Prevention Plan (APP)

1.7.1 GAPP - Construction

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.5Crane Operators/Riggers

1.7.3.2 GStandard Lift Plan

1.7.3.3 GCritical Lift Plan

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet

1.14.1 GPortable Gauge Operations

Planning Worksheet

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.10.2Verification Statement

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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A C T I V I T Y

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

2.2.1 GHaul Road Plan

1.6.1.4 GContractor Computer

Cybersecurity Compliance

Statements

1.6.6 GContractor Temporary Network

Cybersecurity Compliance

Statements

SD-07 Certificates

1.4.1Backflow Tester

1.4Backflow Preventers

01 57 19 SD-01 Preconstruction Submittals

1.5.1Preconstruction Survey

1.10 GSolid Waste Management Permit

1.5.2 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

3.2.1.1 GStormwater Pollution Prevention

Plan

3.2.1.2 GStormwater Notice of Intent

1.6.9.1 GDirt and Dust Control Plan

1.5.5 GEmployee Training Records

1.5.4 GEnvironmental Manager

Qualifications

SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 57 19 3.7.1.1.2Laboratory Analysis

3.2.1.3Inspection Reports

1.10.1 GMonthly Solid Waste Disposal

Report

SD-07 Certificates

1.5.5 GEmployee Training Records

1.5.5.1Certificate of Competency

1.5.5Erosion and Sediment Control

Inspector

SD-11 Closeout Submittals

3.2.1.4 GStormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5 GStormwater Notice of Termination

3.7.1 GWaste Determination

Documentation

3.7.3.6 GDisposal Documentation for

Hazardous and Regulated Waste

1.5.5 GAssembled Employee Training

Records

1.10 GSolid Waste Management Permit

3.7.2.1 GProject Solid Waste Disposal

Documentation Report

3.7.3.1 GHazardous Waste/Debris

Management

1.5.2 GRegulatory Notifications

3.7.2.1 GSales Documentation

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 57 19 3.7.2.1Contractor Certification

01 74 19 SD-01 Preconstruction Submittals

1.7 GConstruction Waste Management

Plan

SD-06 Test Reports

1.9.2Quarterly Reports

1.9.3Annual Report

SD-11 Closeout Submittals

1.10 SFinal Construction Waste

Diversion Report

01 78 00 SD-03 Product Data

1.6.1Warranty Management Plan

1.6.4Warranty Tags

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.6.1Instructions

SD-10 Operation and Maintenance

Data

3.6 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GRecord Drawings

1.6.1As-Built Record of Equipment and Materials

3.4 GFinal Approved Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 78 00 3.5 GConstruction Contract

Specifications

01 78 23 SD-10 Operation and Maintenance

Data

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

01 91 00.15 10 SD-01 Preconstruction Submittals

1.7 GCommissioning Firm

1.7.1 GLead Commissioning Specialist

1.7.2 GTechnical Commissioning

Specialists

1.7 GCommissioning Firm's Contract

SD-06 Test Reports

3.1.2.1 GInterim Construction Phase

Commissioning Plan

3.1.2.2 GFinal Construction Phase

Commissioning Plan

3.1.2.1.2 GTemplate Building Envelope

Inspection Checklists

3.1.4.2 GBuilding Envelope Inspection

Checklists

3.1.4.3 GPre-Functional Checklists

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 112 PAGES

Grayling ARNG GAAF Readiness Center

01 91 00.15 10 1.9Issues Log

3.2 GCommissioning Report

SD-07 Certificates

1.10 GCertificate of Readiness

SD-10 Operation and Maintenance

Data

3.1.5 GSystems Manual

3.1.5 GSystems Manual

SD-11 Closeout Submittals

3.2 SFinal Commissioning Report

3.1.2.2 SFinal Construction Phase

Commissioning Plan

03 30 00 SD-01 Preconstruction Submittals

1.6.5 GQuality Control Plan

1.6.6…