Addendum One .pdf

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Attached to
RFB-29-25 Front ACP DMA Boone National Guard Armory
Solicitation number
RFB-785-2500000015-2
Issued by
Franklin County, Kentucky

About this file

This document is an Addendum to an Invitation to Bid (RFB-29-25) for the Front ACP DMA - Boone National Guard Center project in Frankfort, Kentucky. The addendum makes several changes to the original drawings, specifications, and project manual, including the location of the electric service, meter, automatic transfer switch and generator, and revisions to the metal roofing section. It also attaches the project manual table of contents for reference. The bid opening date is not provided.

The addendum outlines technical specifications and requirements for the metal roofing, soffit, and gable end panels, including material types, finishes, and performance standards. It also specifies the addition of Alpine Snowguards as an acceptable snow guard product. Pricing terms, funding sources, set-asides, and incumbent information are not provided in this document.

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-29-25

FOR: Front ACP DMA - Boone National Guard Center Frankfort, Kentucky

DATE: July 29, 2024

RFB-785-2500000015

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-29-25 For: Front ACP DMA - Boone National Guard Center

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

Addendum No. 1 - Page of 2 July 29, 2024

ADDENDUM NO. 1

TO GENERAL AND SUPPLEMENTARY CONDITIONS, DRAWINGS,

SPECIFICATIONS AND PROJECT MANUAL FOR

RFB-29-25

DMA-BNGC Front ACP Project

File No. 095-CB0V-BC59-00

TO ALL PLANHOLDERS OF RECORD:

The following modifies the original Drawings, Specifications and Project Manual and shall be taken into consideration in the preparation of bids and execution of work on the above project.

Item No. 1: Drawings, Sheet SE-2, Site Electric Plan: Contractor shall locate the Electric

Service, Meter, Automatic Transfer Switch and Generator as shown on the Addendum Drawing SE-2, which is attached hereto and made a part of this Addendum. New locations are to match the Site Civil Drawings.

Item No. 2: Specifications, General: For clarification purposes, the Project Manual Table of

Contents, Pages TOC 1 thru TOC 3 is attached hereto and shall become a part of this Addendum. The attached pages do not supersede or alter the State issued Specification components, General or Supplementary Conditions. Inclusion is solely for the purpose of enumerating those technical Sections incorporated in the Project Manual currently attached to the Project Specifications.

Item No. 3: Project Manual, Section 074000 – Metal Roofing, Make the Following Changes:

PART 1 – GENERAL

1. Delete Article 1.3 QUALITY ASSURNACE, pages 07400-1 thru 07400-2 as written and substitute therefore the following:

1.3QUALITY ASSURNACE:

A. American Iron and Steel Institute (AISI), Specification for the Design of Cold-Formed Steel Structural Members (2008).

B. American Institute of Steel Construction (AISC) Manual of Steel Construction (Current Edition).

C. American Society for Testing and Materials (ASTM):

1. ASTM A792: Specification for Sheet Steel, Aluminum-Zinc Alloy- Coated by the Hot-Dip Process.

2. ASTM E283-91: Test Method for Rate of Air Leakage over Solid Substrate.

3. ASTM E331-93: Test Method for Rate of Water Penetration over Solid Substrate.

4. ASTM E1680-95: Test Method for Rate of Air Leakage over Open Framed Structure.

5. ASTM E1646-95: Test Method for Rate of Water Penetration over Open Framed Structure.

6. ASTM E1592-95: Standard Test Method for Structural Performance of Sheet Metal and Siding Systems by Uniform Static Air Pressure Difference.

D. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):

1. Architectural Sheet Metal Manual (2003 edition).

Addendum No. 1 - Page of 2

E. Underwriter's Laboratory (UL) Roofing Materials and Systems Directory:

1. Roofing Materials and Systems Directory listings and classifications of Underwriter's Laboratory roofing construction assemblies.

PART 2 – PRODUCTS

1. Under Part 2, Delete Article 2.1 Acceptable Panel Manufacturers, page 07400-4 as written and substitute therefore the following:

A. This Section is based upon Aluminum-Zinc Alloy Coated steel (Galvalume) roof and wall panels. Steel panels shall be hot dipped coated with a mix of approximately 55% aluminum, 43.4% zinc and 1.6% silicon. Products meeting the quality and performance standards stated herein, and supplied by manufacturers with the minimum experience level stated Section 1.5 Manufacturer and Installer Qualifications, will be accepted.

2. Under Part 2, Delete Article 2.2, Materials - Panels and Sheets, page 07400-4, Paragraphs A.B.C.D. & (“E” misnumbered as “C”) as written and substitute therefore the following:

A. Roof Panels: shall be fabricated in full lengths from ridge to eave without end laps. Panels shall be 16" wide with nom. 1-1/2" rib height. Panels shall be Aluminum-Zinc Alloy Steel – 24 gauge, conforming to ASTM A-792. Finish shall be as called out under para. D. below.

B. Soffit Material: shall be flush panel, concealed fastener 24 ga. Alumin-Zinc Alloy Steel with Factory baked on fluoropolymer finish as called out under para. D. below. Provide total of 12 square feet perforated soffit panel (based upon 12% open area) spaced evenly along each of the 4 Gatehouse Building sides. (3-sf. Per side), C. Gable End Panels at Canopy: shall be flush panel, concealed fastener 22 ga. Aluminum- Zinc Alloy Steel, suitable for application over open framing. Panels shall be furnished with same product as roofing. Color shall be as selected by the Architect.

D. Flashing & trim shall be material type and finish as roof or wall panel, but temper may be reduced to facilitate forming. Minimum thickness shall be 22 or 24 gauge unless otherwise called out.

E. Finish shall be 70% Kynar® 500 or Hylar® 5000 Fluorocarbon coating, applied on a continuous coil coating line, with top side dry film thickness of I.I +/-.01 mil dry film thickness and on the reverse side a wash coat and primer of .04 +/- .01 mil total dry film thickness.

1. Finish color shall be selected by the architect from the manufacturer's full range of colors, including metallic finishes.

2. Strippable film shall be applied to the topside of the painted coil to protect the finish during fabrication, shipping and field handling. This strippable film must be removed during installation.

F. Correct Product Performance paragraph numbering from “E.” to “F”.

3. Under Part 2, Article 2.3, Materials – Accessory Items, Para. E. Snow Guards, add Alpine Smowguards – Snowmax as an acceptable product.

Item No. 4: List of attachments: The following documents are attached hereto and made fully a part of this Addendum:

1. Drawing SE-2 – Site Electric Plan (Partial) – 1 page.

2. Specifications & Project Manual – Project Manual Table of Contents TOC Pages 1 thru 3.

END OF ADDENDUM NO. 1

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A-58,60 2" CONDUIT

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(2) 4" FOR GUARD BOOTH COMM.

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LOCATE GENERATOR, ATS & METER PER CIVIL PLANS

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TITLE:

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PROJECT:

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ADDENDUM

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DATE:

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SCALE:

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SE-2

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AutoCAD SHX Text 7/17/2024

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DMA-BNGC FRONT ACP

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SITE ELECTRIC PLAN

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CHECKED BY:

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W. GRANT WILSON, PE

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CONSULTANTS

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PLLC

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E-TECH

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378 PARK AVENUE, LEXINGTON, KY 40502 (859) 254-4200

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DRAWING NO.

TOC Page 1 of 3

PROJECT MANUAL

TABLE OF CONTENTS

DMA-BNGC Front ACP Project

095-CB0V-BC59-00

June 24, 2024

SPECIFICATIONS

DIVISION 0 GENERAL REQUIREMENTS

010020 Alternates 010020-1 thru 010020-1

PROJECT MANUAL

Division 1 – Temporary Facilities and Controls 014110 – Structural Tests and Inspections 014110-1 thru 014110-10

015713 - Temporary Erosion Control 015713-1 thru 015713-6

Division 2 – Existing Conditions

023200 – Geotechnical Investigation Report 023200-1 thru 023200-40

024100 – Demolition 024100-1 thru 024100-3

Division 3 - Concrete

033000 Cast-in-Place Concrete 033000-1 thru 033000-21

Division 4 - Masonry

042100 Reinforced Unit Masonry 042100-1 thru 042100-15

042613 Masonry Veneer 042613-1 thru 042613-8

Division 5 - Metals

050020 Adhesive Anchors & Expansion Anchors 050020-1 thru 050020-3 054753 Shop Fabricated Cold Formed Steel Trusses 054753-1 thru 054753-7

Division 6 – Carpentry

061000 Rough Carpentry 061000-1 thru 061000-5 062000 Finish Carpentry 062000-1 thru 062000-3 064230 Interior Architectural Woodwork 064230-1 thru 064230-5

Division 7 – Thermal & Moisture Protection

071416 Cold Fluid Applied Waterproofing 071416-1 thru 071416-3 072000 Insulation 072000-1 thru 072000-4 074000 Metal Roofing 074000-1 thru 074000-8 079000 Joint Sealants 079000-1 thru 079000-5

Division 8 – Doors and Windows

081100 Hollow Metal Doors and Frames 081100-1 thru 081100-5 085200 Aluminum Windows 085200-1 thru 085200-4 087000 Finish Hardware 087000-1 thru 087000-4 088000 Glass and Glazing 088000-1 thru 088000-4

Division 9 – Finishes

092500 Gypsum Drywall – Metal Framing Systems 092500-1 thru 092500-7 095400 Acoustic Panel Ceilings 095400-1 thru 095400-5 097600 Fluid Applied Flooring 097600-1 thru 097600-7 099000 Painting 099000-1 thru 099000-6

TOC Page 2 of 3

Division 10 – Specialties

101401 Exterior Site Signage 101401-1 thru 101401-2 104400 Specialty Signs 104400-1 thru 104400-2 105000 Lockers and Benches 105000-1 thru 105000-3 108000 Toilet and Bath Accessories 108000-1 thru 108000-4

Division 13 – Special Construction

130460 Prefabricated Guard Booth 130460-1 thru 130460-3 131250 Pre-Engineered Buildings 131250-1 thru 131250-5

Division 15 – Mechanical

SECTION 15010 GENERAL PROVISIONS FOR MECHANICAL WORK 1 thru 12 SECTION 15025 SLEEVING, CUTTING, PATCHING AND REPAIRING 1 thru 4 SECTION 15050 BASIC MATERIALS AND METHODS 1 thru 11 SECTION 15140 SUPPORTS and ANCHORS 1 thru 6 SECTION 15190 MECHANICAL IDENTIFICATION 1 thru 4 SECTION 15242 VIBRATION ISOLATION 1 thru 8 SECTION 15260 PIPE INSULATION 1 thru 6 SECTION 15280 EQUIPMENT INSULATION 1 thru 4 SECTION 15410 PLUMBING PIPING 1 thru 8 SECTION 15430 PLUMBING SPECIALTIE 1 thru 4 SECTION 15440 PLUMBING FIXTURES & EQUIPMENT 1 thru 3 SECTION 15530 REFRIGERANT PIPING 1 thru 6 SECTION 15660 AIR DISTRIBUTION DEVICES 1 thru 4 SECTION 15675 INFRARED HEATERS 1 thru 3 SECTION 15778 VRF SPLIT SYSTEM HEAT PUMP 1 thru 48 SECTION 15860 FANS AND VENTILATORS 1 thru 4 SECTION 15890 DUCTWORK 1 thru 8 SECTION 15895 DUCTWORK ACCESSORIES 1 thru 5 SECTION 15950 SYSTEMS BALANCING 1 thru 7

Division 26 – Electrical

260000 Electric General Provisions 1 thru 9

260519 Low Voltage Electrical Power Conductors and Cables 1 thru 4 260526 Grounding and Bonding for Electrical Systems 1 thru 6 260529 Hangers and Supports for Electrical Systems 1 thru 5 260533 Raceways and Boxes for Electrical Systems 1 thru 9 260553 Identification for Electric Systems 1 thru 6 260923 Lighting Control Devices 1 thru 5 262416 Panelboards 1 thru 9 262713 Electric Metering 1 thru 2 262726 Wiring Devices 1 thru 6 262813 Fuses 1 thru 3 262816 Enclosed Switches and Circuit Breakers 1 thru 5 263100 Automated Gate Operating System 1 thru 7 263213 Standby Generator Power System 1 thru 12 263623 Automatic Transfer Switch 1 thru 6 264300 Surge Suppression Device 1 thru 5 265100 Interior Lighting 1 thru 7 205600 Exterior Lighting 1 thru 5

TOC Page 3 of 3

Division 27

270000 Communications General Provisions 1 thru 31 270506 Data/VOIP System 1 thru 10

270526 Grounding & Bonding for Comm. Systems 1 thru 9 270536 Cable Tray for Communications Systems 1 thru 7 271100 Communications Equipment Room Fittings 1 thru 7 271300 Communications Backbone Cabling 1 thru 12 271500 Communications Horizontal Cabling 1 thru 17

Division 28

282300 Video Surveillance – Rough in 1 thru 1

Division 31 - Earthwork

310001 - Earthwork 310001-1 thru 310001-14

313116 - Termite Control 313116-1 thru 313116- 4

315000 - Excavation Support and Protection 315000-1 thru 515000- 3

Division 32 – Exterior Improvements

321123 - Aggregate Base Course 321123-1 thru 321123- 3

321216 - Asphalt Paving 321216-1 thru 321216- 4

321313 - Portland Cement Concrete Pavement 321313-1 thru 321313-34

321313 - Concrete Paving 321313-1 thru 321313- 7

321723 - Pavement Markings 321723-1 thru 321723- 2

321726 - Tactile Warning Surfacing 321726-1 thru 321726- 4

323113 - Chain Link Fences and Gates 323113-1 thru 323113- 4

329219 - Seeding 329219-1 thru 329219- 9

Division 33 - Utilities

333100 - Sanitary Sewerage Piping/Sewage Collection 333100-1 thru 333100-14

334111 - Storm Utility Piping 334111-1 thru 334111- 4

334600 - Subdrainage 334600-1 thru 334600- 2

334900 - Storm Drainage Structures 334900-1 thru 334900- 2

END TABLE OF CONTENTS

Addendum One
BNGC Front ACP - Addendum #1
Sheets and Views
SE2

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