Addendum 2 22184.pdf

DTMB Schley Nelson Architects MSP 4200 S. 9th Street New EB Ionia Weigh Station Oshtemo, Michigan 49077 Eastbound I-96, Orange Township, Ionia County, MI S.A. Project No. 22-120 File No. 551/22184.CAK Issued Oct. 11, 2023

ADDENDUM NO. 2

SPECIAL NOTE

The Standard Form of the General Conditions of the Contract, AIA Document A-201 as defined by the American Institute of Architects, the General Requirements and the Project Manual are a part of this document, and each Contractor shall consult them in detail for instructions pertaining to his work. Failure of the Contractor to consult these documents shall not relieve him of his obligations thereto.

SCOPE OF WORK

The attached items are changes and/or clarifications to the drawings and MICHSPEC, and shall be noted by the Contractor in making up his proposal. All of these items shall be considered a part of the Contract Documents.

The following items and attachments refer to the drawings and MICHSPEC dated Sept. 19, 2023.

CLARIFICATION ITEMS:

Item No. 1 :

For clarification; provide note 15 on drawing sheet A3.2 in lieu of specification section 07 Fluid Applied Air Barriers. Note 15: “Ultra Air Barrier Wall System”.

Item No. 2:

For clarification; provide, at each radiant ceiling panel, line voltage to include a 36” flexible conduit for thermostat and power supply.

SPECIFICATION ITEMS:

Item No. 3:

The following manufacturers are approved equals:

Spec. Section 07 42 43 – Composite Wall Panels: Sobotec SL-2000 Aluminum Composite Cladding System Contact: Chad Comps 517-719-8417

Spec. Section 07 42 43 – Composite Wall Panels: Castle Metal Products RS-400 Metal Composite Material Wall Panel System Contact: Rick Castle 847-806-4540

Spec. Section 08 41 13 – Aluminum Framed Entrances and Storefronts: Oldcastle Building Envelope Door and Storefront System Series 6000 Thermal MultiPlane Contact: Mark Corcoran 810-232-3366

Spec. Section 09 69 00 – Raised Access Flooring: Netfloor Staco AN Series Access Flooring System Contact: Vicky Hulland 844-638-3566

Spec. Section 10 00 00 – Misc. Specialties: Speedflow Plus Electric Hand Dryer Contact: Samantha Layedra 305-424-2433

Spec. Section 23 08 04 – Air Outlets and Inlets: Shoemaker HVAC Grilles and Diffusers Contact: Dick Vredevoogd 313-864-2800

CIVIL ITEMS:

Item No. 4:

Refer to the attached letter from Christopher J. McGarry, SESC, Health & Safety Administrator for comments regarding the SESC requirements.

Item No. 5:

Drawing C4.3 reissued.

a. Revised the depth of the directional bore conduit requirement in the Utility Profile.

b. Revise note 1 of the Utility Notes to include MDOT ROW Permit requirements.

Attachments

End of Addendum Two ggood Typewritten Text X ggood

Gregory J. Good / Oct. 11, 2023

PRIOR APPROVAL / SUBSTITUTION REQUEST FORM

Date:

Company Submitting Request:

(Name and Address)

Contact Name: Phone: Fax:

E-Mail:

PROJECT NAME:

SPECIFIED ITEM:

(Section) (Page) (Description)

The undersigned requests consideration of the following product substitution:

PROPOSED SUBSTITUTION:

Provide Product Name / Model /Manufacturer

1. Attached data includes: Product Description Performance and Test Data

Drawings Specifications Photographs

2. Yes / No changes will be required to the Contract Documents for the proper installation of proposed product substitution. If yes, then attach data that includes description of changes.

The undersigned states that the following paragraphs, unless modified by attachments, are correct:

1. The proposed substitution does not affect dimensions shown on the drawings.

2. No changes to the building design, engineering design, or detailing are required by the proposed substitution.

3. The proposed substitution will have no adverse effect on other trades, the construction schedule, or specified warranty requirements.

4. No maintenance is required by the proposed substitution other than that required for originally specified product.

5. Other Information The undersigned further states that they have read the corresponding specification section in the project manual and confirms that the function, appearance and quality of the proposed substitution are equivalent or superior to the originally specified product._________initial.

Signature: Printed Name:

Fax Number:

For Architect’s Use:

Accepted Accepted As Noted Incomplete Information

Not Accepted Received Too Late No Substitutions Accepted For This Product

Reviewed By / Date:

Processed by Addendum No.

Comments:

Castle Text Box

SUBSTITUTION REQUEST FORM

Castle Text Box 10/10/2023

Castle Text Box Castle Metal Products

Castle Text Box 1947 Quincy Court, Glendale Heights, IL 60139

Castle Text Box Rick Castle

Castle Text Box

(847) 806-4540

Castle Text Box

(847) 806-4541

Castle Text Box rick@castlemetalproducts.com

Castle Text Box New Ionia Eastbound I-96 Weigh Station

Castle Text Box 07 42 43

Castle Text Box File No. 551/22184.CAK

Castle Text Box Page 3 Part 2.1A

Castle Text Box Composite Wall Panels

Castle Text Box Castle Metal Products RS-400 Metal Composite Material Wall Panel System

Castle Text Box x

Castle Text Box x

Castle Text Box x

Castle Text Box No

Castle Text Box

RC

Castle Text Box Rick Castle

Castle Text Box

(847) 806-4541

Castle Image ggood Typewritten Text X ggood Typewritten Text Gregory J. Good, 10/11/23 ggood

Addendum 2 issued 10/11/23

X ggood

Gregory J. Good / Oct. 11, 2023

X ggood

Gregory J. Good, 10/11/23

DV

Dick V.

GRETCHEN WHITMER

GOVERNOR

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

LANSING

MICHELLE LANGE

DIRECTOR

DESIGN & CONSTRUCTION DIVISION

3111 W. ST. JOSEPH STREET ● LANSING, MICHIGAN 48917

www.michigan.gov/dtmb ● 517-284-7910

10/2/2023

Schley Nelson Architects 4200 S. 9th Street, P.O. Box 239 Oshtemo, MI 49077

SUBJECT: File No. 551/22184.CAK

MSP – Ionia EB I-96 Scale Demolish and Construct New Plan Review for Soil Erosion & Sedimentation Control (SESC)

The Dept. of Technology, Management & Budget (DTMB), Design and Construction Division, Soil Erosion and Sedimentation Control Program, has received the project drawings and specifications for the Ionia EB I-96 Scale Demolish and Construct New.

Upon review, the following comments are issued for your consideration.

Project Specifications/Drawings

1. As an Authorized Public Agency (APA), DTMB is responsible for controlling erosion and off-site sedimentation on DTMB construction projects. Following the award of a contract, the contractor shall prepare and issue for approval a Contractor Checklist and an “SESC Implementation Plan”, which indicates the contractor’s intended implementation of the SESC on the project, including a schedule. The SESC Program, upon approval of the implementation plan, will issue the contractor an “Authorization to Proceed with Earth Change”, which is to be posted at the jobsite.

This document is issued in lieu of a permit from the county.

2. The DTMB SESC details, including text, for all proposed SESC measures for a site shall be used for the project. Details can be found in the DTMB SESC Guidebook.

If you have any questions or concerns, please contact me at (517) 388-3045 or email me at mcgarryc@michigan.gov

Sincerely, Christopher J. McGarry SESC, Health & Safety Administrator

Enclosure

C: Chris Kulhanek, DTMB Adam Droste, DTMB SESC File mailto:mcgarryc@michigan.gov

UTILITY NOTES:

1. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS REQUIRED.

ALL CONSTRUCTION SHALL CONFORM STATE OF MICHIGAN DTMB STANDARDS, MDOT

2020 SPECIFICATIONS AND MDOT ROW PERMIT.

2. CALL "MISS DIG", 1-800-482-7171, 72 HOURS PRIOR TO THE START OF ANY WORK.

3. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM

DAMAGE. SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY

REPAIRS AT NO COST TO THE OWNER.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN SURVEYING AND LAYOUT WORK.

CONCRETE INSTALLER SHALL COORDINATE HIS WORK WITH UTILITY CONTRACTOR

FOR PROPER PLACEMENT OF FRAMES AND COVERS IN THE PAVEMENT OR CURB

AREA. REFER TO EXISTING TOPOGRAPHIC SURVEY FOR BENCHMARKS AND OTHER

EXISTING INFORMATION.

5. EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM ORIGINAL SITE DRAWINGS

AND SITE TOPOGRAPHIC SURVEY. EVERY ATTEMPT HAS BEEN MADE TO SHOW ALL

UTILITY LINES WHERE THEY EXIST. CONTRACTOR SHALL USE EVERY PRECAUTION IN

EXCAVATING FOR NEW UTILITIES SINCE ACTUAL UNDERGROUND UTILITIES MAY NOT

BE AS SHOWN. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DEPTHS OF ALL

UTILITIES AND BE THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTILITY

LOCATIONS PRIOR TO ANY EXCAVATION WORK.

6. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT

ALL LINES ENCOUNTERED DURING CONSTRUCTION.