Addendum No. 4.pdf

DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 4

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

4/16/2021

PROJECT NAME

Western Upper Peninsula Shooting Facility

FILE NUMBER

751/17172.JBB

PROFESSIONAL

NFE Engineers

PROJECT DIRECTOR

Jeff Barsch

BID OPENING DATE:

4/28/2021

ADDENDUM ITEMS: (attach additional sheets and drawings if required)

1. The project completion time is being updated, from 180 Calendar Days from Notice to Proceed, to an establish substantial completion date of May 27, 2022. In addition, a new deductive alternate is included that would extend the completion date to July 29, 2022. The July completion date alternate anticipates a reduction in cost by allowing a contract team to have the ability to reduce or shut down work during the winter months. See attached updated Bid Forms for use.

2. The contractor shall include costs in their bid to apply and coordinate for all private service provider work (Natural Gas, Electrical, Telephone, etc.). Direct invoiced costs from the supplier for initial connection work is reimbursable from the Private Utility Service Allowance. Contractors shall apply in their company’s name for the service and shall pay all invoices related to use during the duration of the contract. The owner will not be paying for use of heating or lighting during the project. Following substantial completion, contractor shall make coordinate the transfer of the service to the Owner.

3. Plans sheets C2, C3 and C5 (attached herein) have been updated to include additional installations for drive improvement as mandated by MDOT.

4. Concrete slab details have been updated on sheet C2. All equipment pads are now shown as 6” reinforced.

5. Bidder questions following the posting of Addenda #3 are outlined on the following page.

6. Substitution Requests during Bidding Phase:

a. Substitution Request 2: Resinous Flooring; Approved, See attached

b. Substitution Request 3: Ballistic Resistant Door and Window; Approved, See attached.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

Steve Sutton

PROFESSIONAL: DATE: 4/16/2021

APPROVED BY:

PROJECT DIRECTOR: Jeff Barsch DATE: 4/16/2021

Bidder Question

Questions related to Sheet A313 Detail 1: Exterior Wall Composition

1x Furring called out- Spacing?

• 16" OC

Is a pressure treated bottom plate required?

• Yes, refer to spec 061000 - Rough Carpentry Is Sill Seal Required?

• Yes, refer to spec 061000 - Rough Carpentry There is no reference to wood sheathing, If sheathing is not required, what is used for lateral bracing?

• Continuous Insulation Wall Panel has wood sheathing, refer to spec 072113

• Additional sheathing is noted on structural drawings as part of Shear Wall Schedule (SF1010) What method is used to attach the weather barrier?

• Refer to specification section 072500

Shooting Range - Deck type issue?

What type of deck is required?

Just 1.5", G60, 18 Ga. 'B' deck?

OR,

1.5", 18 Ga., G60 Cellular, Acoustical Deck? -

• Acoustical Deck is not required for this project The Spec. mentions the words cellular, and acoustical on pages 1 & 3.

Please have them confirm deck type please.

How many (20'-0" Lg.) L4x4x5/16's are needed for the hanger support, off the joists, for the shooting range baffle point load locations?

(See note on Dwg. SF111, near the bottom side of dwg., between column lines F & E.)

• The quantity and locations of the support angles will be dictated by the delegated design requirements outlined in Section 116723 – Shooting Range Equipment, which will provide the layout of the baffles and the associated support hangers.

Here are two small areas with steel joists that seem to require wood sheathing.

I tried going through all the details and I just want to verify that is true.

a-121 is the roofing plan.

Can you clarify please?

• Will require metal deck, as follows:

• The Roof Type 4 listed on A-121 should be:

Standing Seam Metal Roof Slip Sheet Underlayment Weather Resistant Sheathing Metal Deck (same as used in Roof Type 2) Steel Joists

Section 2 on sheet A-313 shows the 2x10 at 48" oc and detail 3 on sheet A-312 shows them at 32" oc. Which one is right?

• 32” oc is correct.

STATE OF MICHIGAN (OWNER AND CONTRACTOR) BID SUMMARY

MICHSPEC DTMB 00300 − BID SUMMARY (Rev. 08/20)

SECTION 00300 − BID SUMMARY

DTMB-0401M (R 04/19)

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

FILE NUMBER

751/17172.JBB

FUNDING CODE

DEPARTMENT/AGENCY

Department of Natural Resources

CONTRACT TIME(S)

All work complete by May 27, 2022

PROJECT NAME

Western Upper Peninsula Shooting Facility

LOCATION

LSSC Site 31433 W. State Hwy M-64 Ontonagon, MI 49953

BID OPENING DATE

April 28, 2021 at 2:00 pm Local Time

FOR AN EXAMINATION OF THE SITE CONTACT:

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Alternate 1: (Subtract) ______________________________________________________ Dollars $ ____________________ (use words) (in figures)

Alternate 2: (Subtract) ______________________________________________________ Dollars $ ____________________

Builders Risk Insurance is NOT provided by the State of Michigan. (See Section 00700, Paragraph 7.7.)

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED

BY A FIVE (5) PERCENT BID GUARANTEE.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work: Development of a 6,500 sft indoor shooting range and clubhouse building, within a portion of the Porcupine Mountain State Park, including multiple shooting lanes, kitchen area and meeting space, to accommodate both private and public use.

Work includes site preparation, utility installations, and all associated building trades (MEP, HVAC, carpentry, etc.).

The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

MICHSPEC DTMB 00300 − BID SUMMARY (Rev. 08/20)

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________ No. ___ dated: ________

SECTION 00300 BID FORM

PROFESSIONAL − NFE Engineers

WORK − Western Upper Peninsula Shooting Facility

AGENCY No. −751 FUNDING CODE. Index: 3601 FILE No. 17172.JBB

TABLE OF CONTENTS

PAGE

BID SUMMARY i

1 THIS BID IS SUBMITTED TO 1

2 THE BIDDER'S REPRESENTATIONS 1

3 TIME OF COMPLETION 2

4 ATTACHMENTS INCLUDED WITH THIS BID 2

5 DEFINED TERMS 2

6 BID SCHEDULE 3

7 SCHEDULE OF CHANGE ORDER PRICES __

8 BID SUBMITTED __

ARTICLE 1 THIS BID IS SUBMITTED TO THE STATE OF

MICHIGAN ("the Owner").

1.1. The undersigned Bidder proposes and agrees, if this Bid

is accepted, to enter into an agreement with the Owner on the form in Section 00500 Agreement and to furnish and perform the Work as specified or indicated in the Bidding Documents for the Bid prices in the "Bid Schedule" on this Section 00300 Bid Form, within the Contract Times specified in Section 00500 Agreement, and in accordance with all other provisions and terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of the Bid Security.

1.2. The undersigned Bidder agrees to hold this Bid open for

acceptance by the Owner for the period specified in Article 9 of Section 00030 Advertisement.

STATE OF MICHIGAN MODEL

Developed from FORMSPEC Michigan Model

1.3. The Bidder will provide a signed original of Section

00500 Agreement, the executed Section 00610 Performance Bond, the executed Section 00620 Payment Bond and appropriate evidence of insurance within the times and in the manner specified in the Bidding Documents.

ARTICLE 2 THE BIDDER'S REPRESENTATIONS

2.1. The Bidder has examined the Bidding Documents, including the Addenda acknowledged in the table below. The Bidder has verified that the Addenda acknowledged below include all issued Addenda. Except for Addenda, which solely revise the date of Bid, opening, failure by the Bidder to acknowledge receipt of all Addenda correctly, by either failing to complete or incorrectly completing the table below, shall justify the Owner's refusal to read the Bid and automatically disqualify the Bidder from any consideration for award of the Contract.

No. ___ Dated _____________ No. ___ Dated __________

No. ___ Dated _____________ No. ___ Dated __________

No. ___ Dated _____________ No. ___ Dated __________

2.2. The Bidder has taken those steps that are reasonably

necessary to (a) ascertain and become familiar with the Work, site and locality; (b) account for all applicable federal, State and other local Laws and all general, local and prevailing conditions that may in any manner affect cost, schedule, progress, performance or furnishing of the Work; and (c) study and account for the terms and conditions of the Bidding Documents. The Bidder has carefully correlated the Bidder's observations with the Bidding Documents.

2.3. The Bidder has studied carefully all reports concerning

subsurface conditions and drawings of physical conditions of existing surface and subsurface facilities that have been used by the Professional and all documents of physical conditions of existing Underground Utilities facilities that have been used by the Professional − in both cases as identified in Section 00210 Information for bidders. The Bidder assumes responsibility for carefully and accurately locating existing Underground Utilities in a manner consistent with paragraph 10.3 of Section 00700 General Conditions and as required by 1974 PA 53, as amended, MCL

460.701 et seq. The Bidder accepts the determinations set forth in the Bidding Documents as to the extent of such Authorized Technical Data and Underground Utilities information and data

MICHSPEC DTMB 00300 − 2 (Rev. 08/20) contained in those reports, drawings, documents or the Bidding Documents, as applicable, upon which the Bidder may rely.

2.4. To the extent Additional Technical Data has been

considered by the Bidder as necessary for determining the Bid in Article 6 Bid Schedule, and the Owner, upon request, did not have the necessary Additional Technical Data, the Bidder assumes responsibility for having undertaken or undertaking reasonable examinations of the site and any other pertinent available information and data. The Bidder agrees to perform and furnish the Work affected by the conditions involved, at no increase in Contract Price and Contract Time, to the extent the information and data necessary for determining the Bid could have been discovered through reasonable examinations of the site and any other pertinent information and data available (including, but not limited to the information and data designated in Section 00210 Information for Bidders).

2.5. The Bidder has carefully correlated the results of its

observations, examinations and studies of those reports of explorations and all that information and data in studies, drawings and specifications, referred to in paragraphs 2.3 and 2.4, with the terms and conditions of the Bidding Documents.

2.6. The Bidder has examined all information and data shown

or indicated in the Bidding Documents concerning other work, including, but not limited to provisions in Section 00700 General Conditions. The Bidder assumes responsibility for all reasonably foreseeable terms, conditions and consequences resulting from other work that may in any manner affect cost, schedule, progress, performance or furnishing of the Work.

2.7. The Bidder has carefully examined the terms and

conditions of the Bidding Documents concerning Delay, Activity Float times and early completion. The Bidder agrees that increases in Contract Price and/or Contract Time for Delay shall be as provided in Section 00700 General Conditions. The Bidder has correlated those terms and conditions with the Bidder's schedule for the Work and its Base Bid and Alternates.

2.8. The Bidder represents that each unit price covering

Specified or Contingent Unit Price Work, whether bid on Article 6 − Bid Schedule or on Article 7 − Schedule of Change Order Prices, includes sufficient amounts to cover (a) all labor costs, Subcontractor costs, material and equipment costs, construction equipment costs and general conditions costs, and (b) all administrative costs and home office overhead), and (c) profit. The Owner reserves the right to reject any unit prices bid on paragraph 6.2 Schedule of Alternates or in Article 7 Schedule of Change Order Prices, which, in the Owner’s sole discretion, are not in the Owner’s best interest.

2.9. The Bidder has given the Professional written notice of

all conflicts, ambiguities, errors or omissions the Bidder has discovered in the Bidding Documents, and the written resolution given by the Professional is acceptable to the Bidder.

2.10. This Bid is genuine, is not made in the interest of or on behalf of any undisclosed person and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation. To induce the Owner into consideration of this Bid, the Bidder reiterates and makes each of the representations made by the Bidder in Section 00320 Noncollusion Affidavit attached to this Section 00300 Bid Form.

2.11. The Bidder is aware of the Owner's requirements for

business owned by minorities, women and persons with physical or mental disabilities, and assumes responsibility for all conditions and consequences that may result from meeting those requirements and that may in any manner affect cost, schedule, progress, performance and furnishing of the Work.

2.12. The Bidder has read and studied each provision of the

Bidding Documents. The Bidder has no expectations different from the terms and conditions of the Bidding Documents.

ARTICLE 3 TIME OF COMPLETION

3.1. The Contract Times are specified in paragraph 4.1 of

Section 00500 Agreement. The Bidder has carefully correlated the provisions in paragraph 4.1 of Section 00500 Agreement with the other terms and conditions of the Bidding Documents and unequivocally accepts the Contract Times for the Work, and any other designated parts of the Work, as specified.

3.2. The Bidder unequivocally accepts the liquidated damage

provisions specified in paragraph 4.2 of Section 00500 Agreement in the event of any failure, neglect or refusal to complete the Work, or designated part of the Work, within the corresponding Contract Times specified in paragraph 4.1 of Section 00500 Agreement.

ARTICLE 4 ATTACHMENTS INCLUDED WITH THIS BID

4.1. Attachments to this Section 00300 Bid Form and made a

condition of this Bid are:

4.1.1. Evidence of Authority to Sign the Bid.

4.1.2. Section 00310 Bid Bond, with the attached certified

copy of Power of Attorney, or

Alternate Bid Security.

4.1.3. Section 00320 Noncollusion Affidavit.

TO BE PROVIDED POST BID WITH SECTION 00400

SUBMITTALS:

4.1.5 Current EMR Rating

4.1.6 Identification of the proposed project superintendent

with a resume or list of similar projects handled by that individual.

4.1.7 A list of at least three (3) projects completed within

the last three (3) years of similar size and complexity, with contact information for references for each.

4.2. Bidder-provided documents, made a condition of this Bid, are as required in the following Section(s) of the Bidding Documents:

ARTICLE 5 DEFINED TERMS

5.1. Section 00020 Glossary assigns specific intent and

meanings to capitalized terms and to other defined terms used in (a)

MICHSPEC DTMB 00300 − 2 (Rev. 08/20) this Section 00300 Bid Form, (b) Section 00310 Bid Bond and Section 00320 Noncollusion Affidavit), and (c) Section 00410 Bid Breakdown, Section 00420 Questionnaire, Section 00430 List of Subcontractors and Section 00440 Schedule of Materials and Equipment.

MICHSPEC DTMB 00300 − 3 (Rev. 08/20)

ARTICLE 6 BID SCHEDULE

6.1 Base Bid Schedule - The Bidder will complete the Work and accept in full payment, for the Work items listed, the following unit prices and/or Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

1 1 Lump Sum for all Work

2 150 CYD Subgrade Undercutting – Type X

3 1 Private Utility Service – Cash Allowance $10,000.00 $10,000.00

4 1 Provisional Contingency Fund $20,000.00 $20,000.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Bid Prices for all Base Bid Items):

________________________________________________________________ Dollars and No/Cents $__________________________

Name of the Bidder _________________________________________ Agency No. ________Funding Code________ File No. _________

Date _________________________

SIGMA VENDOR NUMBER _________________________________

Telephone No. _______________________

6.2 Schedule of Alternates - The Bidder will deduct from the Contract the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Bid Prices:

Alternate Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

1 1 Site Entry Lighting – Deductive Alternate –

Eliminate all labor, materials and equipment for the installation of exterior light fixture / pole / foundation at the M-64 /

Drive intersection. The below grade conduit to serve the future pole, with pull wire, shall remain part of the base bid.

2 1 Extended Completion Date – Deductive

Alternate – Project savings for the extension of due date from May 27, 2022 to July 29, 2022

Christopher Ozog 4/12/2021

Engineered High Performance Surfaces & Flooring

1151 Transport Drive, Valparaiso, IN 46383 Toll Free 888.323.4445 ● P 219.465.7671

F 219.531.0898 ● www.elitecrete.com

The information herein is general information to assist our customers in determining whether our products are suitable for their specific applications. Our products are intended for sale to commercial and industrial customers. We require that customers should inspect and test our products before use to satisfy themselves as to the content and suitability for the applications they intend to use our products for. Nothing herein shall constitute any warranty expressed or implied, including any warranty of merchantability or fitness for a particular purpose, nor is any protection from any law or patent to be inferred. The exclusive remedy for all proven claims is replacement of our materials and in no event shall we be liable for incidental or consequential damages. © Elite Crete Systems, Inc. 2019 All rights reserved Made in the USA

TD.485 – TECHNICAL DATA: Performance for HERMETIC™ Color Quartz or Stout Floor Revised: 1.18.16

Product Name: HERMETIC™ Color Quartz or Stout Floor

Description:

A fluid applied in place, resinous, seamless flooring system where colored quartz aggregate or natural silica quartz is broadcasted or troweled into the resin. These flooring systems are top coated with either clear or pigmented resins.

The follow products can be used as aggregate binder: E100-PT4™, E100-PT1™, E100-UV1™ or E100- VR1™ broadcast or trowel applied flooring systems.

USES: FEATURES:

Classrooms Laboratories Corridors ` Easy to maintain Bathrooms Cafeterias Industrial plants Chemical resistant Pharmaceutical plants Showrooms Foyers Superior wear for longevity Decorative

Physical Properties Property Test Standard Result Mix Ratio: 2 to 1 by volume for binder Gel Time: ASTM C-881 15-25 minutes Colors: as selected by the owners representative Compressive strength ASTM D-695 9,500 - 18,000 psi Tensile strength ASTM D-638 2,100 - 4,100 psi Flexural strength ASTM D790 4,500 - 6,300 psi Concrete bond strength ACI-403 350 psi substrate fails Water absorption (2 hour boil) ASTM D-570 0.03% Slip resistance ASTM F 609 0.5 minimum Coefficient of friction ASTM D 2047 0.5 Indentation Mil D 3134 F 0.025 max Impact resistance Mil D 3134 F 16.5ft. lbs Pass Flammability ASTM D 570 Self extinguishing Flame spread - NFPA 101 ASTM E-84 Class A Hardness: Shore D ASTM D 2240 75-83 CoE (thermal expansion) ASTM D 696 0.2 X 106TH

VOC 0% VOC

HERMETIC™ Quartz

CS

I D ivi sio n

9:

Fi ni sh es

Fl oo rin g

Flooring System

HERMETIC™ Quartz Floor is a high build, double broadcast system using colored quartz aggregate and sealed with a protective top coat.

TYPICAL AREAS OF USE

• Commercial kitchens

• Public restrooms

• Locker rooms

• Showrooms

• Wet or dry processing areas

• Grocery stores

• Airports

• Automobile service areas

• Medical

• Educational

ADVANTAGES

• Ease of maintenance

• Aesthetic improvements & decorative floor finish

• Increase slip resistance in wet areas

• Hard with excellent abrasion resistance

• VOC free – CA 01350 air quality compliant

• Excellent stain & chemical resistance

• Anti-microbial, seamless & hygienic

• Fast set available for quicker turn around time

• Wide array of color combinations

SPECIFICATION OVERVIEW

• Name: HERMETIC™ Quartz Floor

• Cured Thickness: @ 115 to 125 mils

• Surface preparation and detailed application instructions per manufacturer

• Manufacturer: Elite Crete Systems, Inc. +1-219-465-7671

SAMPLE COLOR CHART

PHYSICAL PROPERTIES

(@ 73°F / 23°C, 7 day ambient cure as a coating)

* FDA, USDA, & CIFA Acceptable ** CS-17 Wheel, 1 KG load, 1,000 cycles

Elite Crete Systems, Inc.

1151 Transport Drive Valparaiso, Indiana 46383 Phone: +1.219.465.7671 Fax: +1.219.531.0898 Toll Free: 888-323-4445 Email: info@elitecrete.com www.elitecrete.com The information herein is general information to assist our customers in determining whether our products are suitable for their specific applications. Our products are intended for sale to commercial and industrial customers. We require that customers should inspect and test our products before use to satisfy themselves as to the content and suitability for the applications they intend to use our products for. Nothing herein shall constitute any warranty expressed or implied, including any warranty of merchantability or fitness for a particular purpose, nor is replacement of our materials and in no event shall we be liable for incidental or consequential damages.

QB-1001 QB-1003

QB-1004 QB-1008

QB-1012 QB-1014

QB-1018 QB-1019

QB-1023 QB-1025

NOTE: The colors depicted on this technical document may not illustrate the exact color.

Contact a technical support representative for a more accurate color sample. Custom colors availible upon request.

1061 Transport Drive, Valparaiso, IN 46383 Toll Free 888.323.4445 ● P 219.465.7671

F 219.531.0898 ● www.elitecrete.com

The information herein is general information to assist our customers in determining whether our products are suitable for their specific applications. Our products are intended for sale to commercial and industrial customers. We require that customers should inspect and test our products before use to satisfy themselves as to the content and suitability for the applications they intend to use our products for. Nothing herein shall constitute any warranty expressed or implied, including any warranty of merchantability or fitness for a particular purpose, nor is any protection from any law or patent to be inferred. The exclusive remedy for all proven claims is replacement of our materials and in no event shall we be liable for incidental or consequential damages. © Elite Crete Systems, Inc. 1996 - 2016 All rights reserved Made in the USA

PI.738 – Installation Procedures: HERMETIC™ Colored Quartz Floor Revised: 1.27.16

GETTING STARTED

Understanding the products for this finish and having experience prior to beginning a project is critical. It is recommended to consult with an Elite Crete Systems Technical Representative before beginning a project to discuss many facts that may impact the outcome.

SURFACE PREPARATION

Although the HERMETIC™ Colored Quartz Floor can be applied to substrates other than concrete as well, these installation procedures pertain only to a concrete substrate.

The concrete must be structurally sound and any repairs in the surface must be made in advance of the floor coating. The surface must be clean, dry and free of any previous sealers or petrochemicals. In general a CSP (concrete surface profile of 3 is recommended and this is achieve by means of mechanical abrasion (grind, shotblast, etc.).

APPLICATION PREPARATION

Carefully inspect the substrate to ensure it is ready to be coated. Look for loose drywall or debris under the drywall and remove if necessary.

Mask off required areas and where the application will be terminated.

Choose a work area for mixing that will not result in contamination of the open containers of materials and protect that area from possible splash or spills. Perform a final inventory of required materials, tools, etc. Once the part A and part B components are mixed they must be applied immediately without delay.

APPLICATION STEPS

In some cases E100-VB5™ vapor barrier epoxy and primer will be required to protect against rising water or air vapor. However, understand this is an optional application and the installer needs to determine if it is required. Contact an Elite Crete Systems Technical Representative for assistance in making this determination.

The recommended amount to mix at a time depends on the size of the project, number of applicators and experience with the products.

1. (Optional) pour one part E100-VB5™ part A with one part E100- VB5™ part B into a clean, dry mixing container and add one pint of clean potable water per combined gallon of E100-VB5™. Example:

one gallon of part A and one gallon of part B would require 2 pints of water.

2. Mix the combined products with a jiffy type of similar mixing blade for two full minutes. It is critical to scrape the entire side, bottom and where the side meets the bottom to ensure the materials are adequately and thoroughly mixed. Failure to mix properly may result in areas of the finish that will not cure properly or perform as well as intended.

3. Pour the mixed E100-VB5™ on the floor in ribbons based on the required square foot of the area to be coated. Do not pour in a puddle or in one isolated area as it will be difficult to move the material over the entire intended area. Use a 3/8” new, clean, delinted, shed free roller to evenly apply the material. Ensure that all areas are coated and free of voids. The target coverage is a rate of 250 to 300 square foot per combined mixed gallon. Failure to remain within that range may result inproduct failure. This coat will take 5 to 7 hours before it can be recoated or proceeded to the next step. This coat must be dry before proceeding and the cure time can be effected based on factors such as air temperature, substrate temperature, humidity, etc. An optional but often recommended. If a second coat is applied, repeat this step before proceeding to the next step.

4. Inspect the coat of E100-VB5™ for surface debris or defects such as air bubbles. If an air bubble or void is found another full coat or a patch using E100-VB5™ is required to ensure the concrete substrate is completely sealed off.

NOTE: There are multiple options of products that can be used for this finish. Those are: E100-PT4™ Standard or Fast Set, E100-PT1 Standard or Fast Set, E100-UV1™, E100-UL7™, E100-VR1™, E100-FS4™ or

SPARTIC-ALL™. This installation proceedure is illustrating E100-PT4™ Standard Set for the base color coat that the colored quartz will be broadcast into and E100-VR1™ for the clear top coat. If a different product is specified or used, contact a Technical Representative to discuss differences ahead of time.

5. Mix the E100-PT4™ part A and part B in a clean mixing container/pail for two full minutes using the same recommendations and tips used in previous sections of this document. Pour the mixed

E100-PT4™ on the floor in ribbons. Use a 3/8”, new, clean, delinted, shed free roller to event apply the material. The target coverage is a rate of 110 to 115 square foot per combined mixed gallon. A notched squeegee and backrolled can also be used for this step if preferred.

6. While wearing spiked shoes, walk onto the wet epoxy and begin to broadcast the colored quarts evenly. Do not toss the colored quartz towards the floor. Instead toss up into the air and allow to fall naturally. Do not walk on the colored quartz with the spiked shoes

on. Once the entire floor and all of the quartz appear to be dry, allow the floor to cure out. Cure is about 8 hours for Standard Set and 4 hours for Fast Set.

7. Once cured and dry, removed excess loose colored quartz with a broom or vacuum. Use a scraper or screen and vacuum the floor again.

RECOMMENDED: Often times a second broadcast colored quartz coat is required or specified. If this is the case, repeat steps 5 through 7 before proceeding.

8. Mix the E100-VR1™ part A and part B in a clean mixing container/pail for two full minutes using the same recommendations and tips used in previous sections of this document. Pour the mixed E100-VR1™ on the floor in ribbons. Use a 3/8”, new, clean, delinted, shed free roller to evenly apply the material. The target coverage is a rate of 115 to 125 square foot per combined mixed gallon. A knotched squeegee can also be used for this step if preferred. Second or consecutive coats are optional.

9. OPTIONAL: One to two coats of AUS-V™ with or without AGG.

In all cases, Elite Crete Systems resinous flooring systems must be applied per the instructions of each individual product in the system.

Concrete surfaces must be structurally sound, clean and with proper surface preparation methods.

Elite Crete Systems shall not be responsible or liable for adhesion failures that are the result of poor workmanship, deficient substrates, the presence of alkalinity or salts or expanding aggregates and reinforcements such as rebar, wire mesh, drains or expansion joint materials.

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Elite Crete Systems, Inc.

1151 Transport Drive

Valparaiso, IN 46383

Telephone: 888-323-4445

Telephone: 219-465-7671

E-mail: info@elitecrete.com

Website: www.elitecrete.com

Revised: 8/10/20 Version: 1.0

SECTION 09 67 26

QUARTZ FLOORING

PART 1 GENERAL

1.01 SUMMARY

A. Section Includes: This Section specifies broadcast quartz epoxy flooring systems. .

B. Related Requirements:

C. REFERENCES

A. Reference Standards:

1. ASTM International (ASTM):

a. ASTM D638 Standard Test Method for Tensile Properties of Plastics.

b. ASTM D645 Standard Test Method for Thickness of Paper and Paperboard.

c. ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical

Insulating Materials.

d. ASTM D2240 Standard Test Method for Rubber Property Durometer Hardness.

e. ASTM D4060 Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.

f. ASTM D4541 Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers

1.03 ADMINISTRATIVE REQUIREMENTS

A. Coordination: Coordinate work of this Section with work of other trades for proper time and sequence to avoid construction delays. Comply with Section [01 31 00 - Project Management and Coordination].

B. Pre-installation Meetings: Conduct pre-installation meeting [one week] prior to commencing [work of this Section] [and] [on-site installations] to verify project requirements, substrate conditions and coordination with other building sub-trades, and to review manufacturer’s installation instructions and manufacturer’s warranty requirements. Comply with Section [01 31 19 -

Project Meetings].

C. Sequencing: Sequence work of this section in accordance with Section [01 12 16 - Work Sequence] [and manufacturer’s written recommendations for sequencing construction operations].

D. Scheduling: Schedule work of this Section in accordance with Section [01 32 13 - Scheduling of Work].

1.04 ACTION SUBMITTALS

A. General: Submit listed submittals in accordance with Contract Conditions and Section [01 33 00 - Submittal Procedures].

B. Product Data: Submit specified products as follows:

1. Manufacturer’s product data, including manufacturer’s SPEC-DATA product sheet.

2. Manufacturer’s installation instructions.

3. Catalog pages illustrating products to be incorporated into project.

4. Material Safety Data Sheets (MSDS).

1.05 INFORMATION SUBMITTALS

A. General: Submit listed submittals in accordance with Contract Conditions and Section [01 33 00 - Submittal Procedures].

B. Test and Evaluation Reports:

1. Certified test reports showing compliance with specified performance characteristics and physical properties.

C. Manufacturer’s Instructions: Submit manufacturer’s storage and installation instructions.

D. Source Quality Control: Submit documentation verifying that components and materials specified in this Section are from single manufacturer.

E. Qualification Statements:

1. Submit letter of verification for Manufacturer’s Qualifications.

2. Submit letter of verification for Installer’s Qualifications.

1.06 MAINTENANCE MATERIAL SUBMITTALS

A. Specify extra stock materials in accordance with Section [01 78 46 - Extra Stock Materials]. Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels. Comply with Section [01 78 00 - Closeout Submittals].

1. Quantity: Provide minimum [______] % of [product referenced in 1.01.A].

2. Delivery, Storage and Protection: Comply with Owner’s requirements for delivery, storage, and protection of extra materials.

1.07 QUALITY ASSURANCE

A. Qualifications:

1. Manufacturer:

a. 10 years experience manufacturing components similar to or exceeding requirements of project.

b. Having sufficient capacity to produce and deliver required materials without causing delay in work.

c. Capable of providing field service representation during construction.

2. Installer: Acceptable to the manufacturer, experienced in performing work of this section and has specialized in installation of work similar to that required for this project.

B. Sustainability Standards Certification: Provide certification for [______] materials certified by [certification organization’s name] in accordance with [certification organizations standard].

1.08 DELIVERY, STORAGE & HANDLING

A. Delivery and Acceptance Requirements:

1. Deliver material in accordance with Section [01 61 00 - Common Product Requirements] and in accordance with manufacturer’s written instructions.

2. Deliver materials in manufacturer’s original packaging with identification labels intact and in sizes to suit project.

B. Storage and Handling Requirements:

1. Store materials protected from exposure to harmful weather conditions and at temperature conditions recommended by manufacturer.

C. Packaging Waste Management:

1. Separate waste materials for [reuse] [and] [recycling] in accordance with [Section 01 74 19 - Construction Waste

Management and Disposal].

2. Remove packaging materials from site and dispose of at appropriate recycling facilities.

3. Collect and separate for disposal [paper] [plastic] [polystyrene] [corrugated cardboard] packaging material [in appropriate onsite bins] for recycling.

4. Fold metal and plastic banding, flatten and place in designated area for recycling.

1.09 CONDITIONS

A. Ambient Conditions:

1. Installation Location: Assemble and erect components only when temperatures are above [55 degrees F (13 degrees

C)].

2. Maintain materials, substrates and surrounding air temperature between [65 degrees F (18 degrees C)] [85 degrees F

(29 degrees C)] and [73 degrees F (23 degrees C)] prior to, during, and 48 hours after completion of {product referenced in 1.1.1}.

PART 2 PRODUCTS

A.01 QUARTZ FLOORING SYSTEM

A. Manufacturer: Elite Crete Systems, Inc. - Contact: 1151 Transport Drive, Valparaiso, IN 46383; Phone: 888-323-4445, Phone:

219-465-7671, Fax: 219-531-0898; E-mail: info@elitecrete.com; Website: www.elitecrete.com.

1. Primer: E-100-VB5 Epoxy Vapor Barrier.

2. Base Coat: [E100-PT4 Standard Set Pigmented Epoxy] [E100-PT4 Fast Set Pigmented Epoxy] [SPARTIC-ALL RM-

Clear Polyaspartic Coating].

3. Quartz Aggregate:

a. Color: [ ] [As selected by the Architect].

1. Top Coat: [E100-PT1 Standard] [E100-PT1 Fast Set] [E100-UV1] [E100-VR1] [SPARTIC-ALL.

2. Protective Coat: AUS-V:

a. Sheen: [Gloss] [Satin]. D. Materials:

1. Primer: E100-VB5 Epoxy Vapor Barrier.

a. Percent Solids ASTM D3960: 58.

b. VOC Content ASTM D3960: 0 percent.

c. Bond Strength (ASTM D4541): Substrate failure >450 psi.

2. Base Coat: E100-PT4 Pigmented Epoxy.

a. Percent Solids ASTM D3960: 100.

b. VOC Content ASTM D3960: 0 percent.

c. Compressive Strength (ASTM D645): Not less than 9500 psi.

d. Tensile Strength (ASTM D638): Not less than 3000 psi.

e. Flexural Strength (ASTM D790): Not less than 4500 psi.

f. Shore D Hardness (ASTM D2240): Not less than 83 (7 days).

g. Color: [ ] [As selected by the Architect].

3. Quartz Aggregate: Elite Crete Systems Brand

4. Clear Top Coat: [E100-PT1] [E100-UV1] [E100-VR1] Clear Epoxy.

a. Percent Solids ASTM D3960: 100.

b. VOC Content ASTM D3960: 25 g/L (Mixed)

c. Compressive Strength (ASTM D645): Not less than 11,900 psi.

d. Tensile Strength (D638): Not less than 2100 psi.

e. Abrasion Resistance (ASTM D4060): Not more than 30 mg loss, CS-Wheel, 1 kg load at 1000 cycles.

f. Flexural Strength (ASTM D790): Not less than 6200 psi.

g. Shore D Hardness (ASTM D2240): Not less than 82 (7 days).

3. Protective Coat: AUS-V.

a. Percent Solids ASTM D2369: 75.

b. VOC Content ASTM D2369: 0 percent.

c.Abrasion Resistance (ASTM D4060): Not more than 17 mg loss, CS-Wheel, 1 kg load at 500 cycles.

d. Flexibility ASTM D522 No crack or defects on a 1/8-inch mandrel.

e. Adhesion to E100-UV1 (ASTM D4541): Substrate failure >450 psi.

f. Water Spot Resistance Watch Glass - 24 hrs.: No water spotting.

g. Blush Resistance ASTM 4640 - No Blushing

E. Mixes:

1. Mix components in accordance with manufacturer’s written instructions.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verification of Conditions: Verify that conditions of substrates previously installed under other sections or contracts are acceptable for product installation in accordance with manufacturer’s instructions prior to fluid-applied flooring installation.

1. Inform [Owner] [Architect] [Consultant] of unacceptable conditions immediately upon discovery.

2. Proceed with installation only after unacceptable conditions have been remedied [and after receipt of written approval from [Owner] [Architect] [Consultant].

3.

3.02 PREPARATION

A. Surface Preparation: Prepare surface in accordance with manufacturer’s written recommendations and coordinate with

Section [01 71 00 - Examination and Preparation].

3.03 APPLICATION

A. Coordinate application of components in accordance with Section [01 73 13 - Application].

1. Apply components in accordance with manufacturer’s written instructions.

2. [Single] [Double] broadcast quartz aggregate.

3.04 CLEANING

A. Perform cleanup in accordance with Section [01 74 00 - Cleaning and Waste Management] and Section [01 74 13 -

Progress Cleaning].

B. Upon completion, remove surplus materials, rubbish, tools and equipment in accordance with Section [01 74 23 - Final

Cleaning].

C. Waste Management:

1. Coordinate recycling of waste materials with [01 74 19 - Construction Waste Management and Disposal].

2. Collect recyclable waste and dispose of or recycle field generated construction waste created during demolition, construction or final cleaning.

3. Remove recycling containers and bins from site.

3.05 PROTECTION

A. Protect installed product from damage during construction in accordance with Section [01 76 00 - Protecting Installed

Construction].

B. Repair damage to adjacent materials caused by [insert section subject matter] installation.

3.06 ATTACHMENTS

END OF SECTION

QUARTZ achieves design and durability in the harshest flooring environments. With a selection of over 40 colors and signature blends, QUARTZ is also available in both broadcast and trowel grades and can be custom blended to meet project specifications.

QUARTZ is best in high-traffic environments where durability is priority. The natural coarse texture of QUARTZ can be used to add anti-skid and anti-slip properties to resinous flooring systems.

40-S Broadcast (40 Mesh, Spherical)

Size Profiles

25-A Trowel (25 Mesh, Angular)

DISCLAIMER: The colors shown in this catalog may not be exact due to printing process limitations.

For absolute color fidelity, colors should always be chosen from physical samples.

QUARTZ | 2021 Catalog color palette

White Q1010

Eggshell Q1015

Ash Q1310

Smoke Q1320

Gravel Q1330

Charcoal Q1340

Flint Q1350

Black Q1020

Ivory Q1210

Butter Q1215

Beige Q1220

Buff Q1280

Tan Q1240

Cappuccino Q1230

Toffee Q1290

Taupe Q1250

Sienna Q1260

Brown Q1270

Blush Q1630

Apricot Q1640

Crimson Q1620

Red Q1610

Bordeaux Q1650

Orange Q1520

Ginger Q1510

Yellow Q1710

Mustard Q1720

Clover Q1410

Lemongrass Q1440

Vineyard Q1420

Rainforest Q1430

Aspen Q1150

Slate Q1130

Capri Q1160

Teal Q1140

Cobalt Q1115

Blue Q1110

Navy Q1120

Plum Q1810

Loganberry Q1820

Silver Metallic Q3010

Copper Metallic Q3040

Crystal

QB-1001

Tundra

QB-1002

Solstice

QB-1003

Oyster

QB-1004

Oxford

QB-1005

Quicksand

QB-1006

Dalmatian

QB-1007

Eclipse

QB-1008

Matrix

QB-1009

Twilight

QB-1010

Breaking Dawn

QB-1011

Coconut

QB-1012

signature blends

Biscuit

QB-1013

Davenport

QB-1014

Driftwood

QB-1015

Tradewinds

QB-1016

Aquarium

QB-1017

New Moon

QB-1018

Marina

QB-1019

Clearwater

QB-1020

Avocado

QB-1022

Cinnamon

QB-1023

Firehouse

QB-1024

Lilac

QB-1026

D

IS

CL

AI

M

ER

: T he c ol or s sh ow n in th is c at al og m ay n ot b e ex ac t d ue to p ri nt in g pr oc es s lim ita tio ns

. F or a bs ol ut e co lo r fid el ity , c ol or s sh ou ld b e al w ay s be c ho se n fr om p hy si ca l s am pl es signature blends

5 QB-1020 Clearwater

For best results, a clear topcoat is recommended to fully encapsulate QUARTZ and provide a durable wearing surface.

QUARTZ Floor System Illustration

CONCRETE

PIGMENTED BASECOAT

CLEAR TOPCOAT(S)

PRIMER/SEALER (OPTIONAL)

QUARTZ

Marina

QB-1019

6DISCLAIMER: The colors shown in this catalog may not be exact due to printing process limitations.

For absolute color fidelity, colors should always be chosen from physical samples.

QUARTZ is brilliantly color-coated with an advanced resin system and high-quality colorfast pigments. This product is exceptionally resilient to harsh chemicals and UV rays, providing optimal durability and performance in the most demanding environments.

In addition to its decorative properties, QUARTZ can be applied to achieve many different textures and minimize slip and fall injuries.

Features Benefits SAFE QUARTZ provides resinous flooring with an excellent slip resistance to prevent slip and fall injuries and liability.

DURABLE Superior colorfastness, chemical, abrasion, and impact resistance for the most extreme heavy-duty environments.

DECORATIVE Enhance your high-performance flooring by adding custom color and texture to complement any decor.

HYGIENIC The seamless finish of resinous flooring creates an easy to clean surface and prevents the buildup of dirt, moisture, and bacteria.

CUSTOM A wide range of color and size options provides a multitude of design possibilities to suit any environment.

RENEWABLE Resinous floors can easily be revitalized after years of use by sanding the surface and applying a new topcoat.

ECONOMICAL QUARTZ provides a cost-effective flooring solution with extraordinary resilience under the most demanding conditions.

v212004

QB-1002 Tundra cozog Snapshot cozog Text Box 04/15/2021

Checkmark

Snapshot cozog Text Box 04/15/2021

Checkmark

Max Stohr

From: Max Stohr Sent: Friday, April 9, 2021 2:52 PM To: Alexandra DeFer Cc: joe@lljconstruction.com Subject: RE: WUP Shooting Facility Addendum #3

Alex, I finally got into this project and have a couple suggestions..

At windows MK#4 I would like to propose our UL listed and labeled level 5 Steel Windows – they are formed from bullet resistant steel not lined with materials like the spec’d aluminum frames. For a shooting range application I feel like that is just the better route but I can also provide aluminum frames that have ballistic liners.

At door 112B I cannot provide this as an aluminum door. I would have to qualify an insulated bullet resistant steel door.

From what I am aware of the spec’d supplier can only supply to level 3 because the material they use to line this exceeds 1-3/4” thickness while we could supply with level 5 to meet the same requirements as the rest of the assemblies.

If offered as suggested above each of our assemblies would bear a UL label of certification. Ultimately that’s probably a decision for the architect so I understand if you want to just go with it as shown. If there is any opportunity to bring this to their attention prior to the bid though please let me know.

Thank you and have a great weekend!

Max Stohr

Vice President

Metaltek Fabricating, Inc.

Chicago Bullet Proof Systems 2595 Bond Street University Park, IL 60484 Office: 708-534-9102 x11 Cell: 312-757-1422 www.ChicagoBulletProof.com www.MetaltekFabinc.com

From: Alexandra DeFer <alex@ljjconstruction.com> Sent: Thursday, April 01, 2021 8:32 AM To: Max Stohr <max@chicagobulletproof.com> Subject: WUP Shooting Facility Addendum #3 cozog Highlight nsulated bullet resistant steel door

Max, Please review and acknowledge the attached Addendum #3 for this project in your quote.

Note: the bid date has been pushed back to April 28th; however, we would ask you send your number in as soon as possible but no later than end of day April 27th.

-Best regards Alexandra DeFer Assistant Project Manager

47711 Gundlach Rd.

Houghton, MI 49931

O 1-906-523-5441 F 1-906-523-5801

DISCLAIMER: This e-mail and any files transmitted with it are privileged and confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, copying or the taking of any action based on the information contained in this e-mail is strictly prohibited. If you have received this e-mail in error, please notify us immediately by replying to the message and deleting it from your computer system. Thank you.

CHICAGO BULLET PROOF SYSTEMS, INC

2595 BOND ST. UNIVERSITY PARK, IL. 60484

708-534-9102

WWW.CHICAGOBULLETPROOF.COM

R

FILE NO. BP1942

MATERIAL:

SHOT-TEX

FINISH:

DWG. NO.: REVISION:

UL LEVEL: GLAZING: TOLERANCES:

+-1/16"

SCALE:

1-1

SHEET:

WEIGHT:

SVL

SVL WINDOW

1-6, & 8

CUSTOM SIZES AVAILABLE

CONTACT CBP FOR GLAZING TYPES AND SIZE RESTRICTIONS

(Mullions may be required for window sizes over 63" x 87")

TBD

TBD

PRIME PAINTED, POWDER COATED,

OR STAINLESS STEEL

CBP Model SVL Bullet Resistant Standard Vision Window

Metaltek Fabricating, Inc. 2014

UL 752 Listed and Labeled Levels 1-6, & 8 (A label bearing certifcation is affixed to the protected side of the frame)

2"

5.5"

STANDARD FRAME PROFILE: 2" X 5.5"

2"

Glazing stop on secure-side

HEAD/JAMB/SILL

SECTION

9/32" Holes 8" On Center

5.5"

2" Bullet Resistant Glazing

2"

BULLET RESISTANT FRAME

ELEVATION

END VIEW

CBP Model DR Bullet Resistant Door and Frame

UL 752 Listed and Labeled Levels 1-4, 6 & 8

(A label bearing certifcation is affixed to the protected side of the frame)

Series DL -Flush door and frame assembly

-UL 752 Listed Level 4 or 8 and UL 10B Listed 3 hour Fire/Hose stream test

CHICAGO BULLET PROOF SYSTEMS, INC

2595 BOND ST. UNIVERSITY PARK, IL. 60484

708-534-9102

WWW.CHICAGOBULLETPROOF.COM

R

FILE NO. BP1942

MATERIAL:

SHOT-TEX

FINISH:

DWG. NO.: REVISION:

UL LEVEL: GLAZING: TOLERANCES:

+-1/16"

SCALE:

1-1

SHEET:

WEIGHT:

DR

DR DOOR/FRAME

1-4, 6 & 8 TBD

TBD

PRIME PAINTED, POWDER COATED,

OR STAINLESS STEEL

Metaltek Fabricating, Inc. 2014

CONFIGURATIONS:

-CUSTOM SIZES UP TO 4' x 10'

-PAIR DOORS

-VISION PANELS

-SLIDING ASSEMBLIES

DOORS:

-ALL WELDED CONSTRUCTION

-1-3/4" THICK

-AVAILABLE WITH WOOD VENEER

FRAME:

-DOUBLE RABBET PROFILE: 2" X 5-1/2"

-MITERED AND WELDED CORNERS

-SUPPLIED WITH SIX "T"-STRAP ANCHORS

-CLAMP-ON FRAMES ALSO AVAILABLE FOR WALLS

7-1/2" TO 12" THICK

STANDARD HARDWARE PACKAGE:

-SARGENT 8204 x LNJ x US26D STOREROOM FUNCTION

MORTISE LEVER LOCKSET

-YALE…