construction of : the national guard readiness …

ADDENDUM #1

CONSTRUCTION OF:

THE NATIONAL GUARD READINESS CENTER

at

Pinehurst Road RT. 539 Lakehurst, NJ 08759

DMAVA Project # LH132 DRG Project # 1948

LISA J. HOU, D.O BRIGADIER GENERAL

NJARNG THE ADJUTANT GENERAL

STATE OF NEW JERSEY DEPARTMENT OF MILITARY

AND VETERANS AFFAIRS 101 EGGERTS CROSSING ROAD

LAWRENCEVILLE, NEW JERSEY 08648

DATE OF ISSUE: August 12 2021 INTENT: This ADDENDUM supersedes all conflicting and contrary information in said Contract Documents, and said documents are hereby amended in certain particulars as described below. Bidder must acknowledge receipt of this addendum on the bid form.

CLARIFICATIONS: RESPONSES TO BIDDERS’ QUESTIONS:

• 2 Pages DRAWINGS: SPECIFICATIONS:

• Alternates/Allowances and Unit Prices ATTACHMENTS:

• Meeting Minutes • Sign In Sheet • RFI Sheet • Bid Document Checklist

End of Addendum No. 1

of 3

Mandatory Pre-Bid Meeting & Site Visit For DMAVA Project # LH132

Construction of Lakehurst Readiness Center

Date: August 10, 2021 Time: 10:00am

• This is a FY 2021 Military Construction project for the state of New Jersey. DRG is the designer of the building. Project Managers are:

o Arturo Domingo – [email protected] o Mark Clemmensen – [email protected] o Beth Bullock – [email protected]

• All in attendance must sign in on the Sign-In Sheet.

• Critical Information:

o All RFI’s will be submitted via email on the sheet provided in the project manual to [email protected]

o Last Day to submit RFI: 4 PM August 24, 2021 o Responses to RFI’s will be distributed on a final addendum August 31, 2021 o All bids – ([email protected]) are due via email on September 15th at 11:00 AM –

Project Number must be on the subject line of the email – LH132 o BID DATE: 2 PM September 15th, 2021 – All the contractors that submitted bids will have

an invite to MS Teams for the Public Bid Opening.

• BMB - o Mike Rhodes went over the contracting portion of the project. Bidders have to be registered with

DPMC (C08) and NJSTART. o Mr. Rhodes also went over the forms that were needed to be filled out and spelled out what is

required. All bid documents are required from both the General Contractor and all Prime subcontractors.

o Certification of Uncompleted Contracts – The amount of uncompleted work is for both Public and Private Contracts.

o Veterans Owned Business and Disabled Veterans Owned Business Set-Aside percentages as stated in the Project Manual are goals and not a requirement.

o Document checklist will be attached on the first Addendum o Bid Document Submission Check List (Attached) must be included with bid documents. o

• CMB – o The intent of this project is to build a Readiness Center for the 250th Brigade Support Battalion

that will include classrooms to conduct administrative function and Classroom type training as well as logistical inventories and general equipment storage. The space will allow the members of

mailto:[email protected]

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the unit to train and perform their duties in a facility and location that offers the access and security required for their current mission.

o All RFI’s are to be emailed to Arturo Domingo in the RFI sheet that was included in the Project Manual. The sheet will be attached on the Addendum

• DRG – o Pat Seiwell provided an overview of the project. Touched on all the disciplines – Site,

Mechanical, Plumbing and Electrical. Pat also reiterated that the building is to LEED Silver. Pat answered basic questions and reiterated that all RFI’s including the ones that were asked at the meeting be in writing and submitted to the project officer.

• EMB – o There were no representative from the Environmental Branch, however the key points that we

would like to point was that there is a Remediation of a small “Area of Concern” and that this project cannot start until that Remediation is complete.

o Contractors should be diligent is separating their solid waste, recycling and C&D.

• All Construction related questions are to be submitted as an RFI by email to Arturo Domingo. Questions related to the bidding and/or contract should be directed to Michael Rhodes.

• Get your Bid in on time! Late bids will not be honored. September 15th at 11AM email bids to:

[email protected]. CONTACT INFO: Project Manager: Arturo Domingo (201) 320-4194 [email protected] Mark Clemmensen (732) 974-4892 Mark Clemmensen@ dmava.nj.gov Beth Bullock (609) 226-6988 [email protected] Contracting Officer: Mike Rhodes (609) 414-5640 [email protected] Business Management: Debbie Soto (609) 530-7115 [email protected] Attachments:

• Sign In Sheet • RFI Form • Meeting Minutes • Bid Document Submission Form






CONTRACT NUMBER:

LH132 REQUEST FOR INFORMATION RFI NUMBER:

DMAVA PROJECT NUMBER/TITLE:

CONSTRUCTION OF THE NATIONAL GUARD READINESS CENTER

A&E FIRM NAME:

PHONE NUMBER:

POINT OF CONTACT:

EMAIL:

SUBJECT/TITLE OF RFI:

PROJECT MANUAL SECTION/PAGE:

INFORMATION REQUESTED

SUBMITTED BY: DATE:

RESPONSE

ANSWERED BY: DATE:

PO CONCURRENCE: DATE:

Section 009100-1

BID DOCUMENT SUBMISSION CHECKLIST

Bidder Initials 1. Bid Form (Section 004113)

2. Bid Bond/Consent of Surety (Section 004313)

3. Notice of Classification (Section 004513)

4. Non-Collusion Affidavit (Section 004519)

5. Certification of Non-Segregated Facilities (Section 004533)

6. Disclosure Affidavit (Section 004547) 7. Certification of Uncompleted Contracts (Section 004548)

8. Certification of McBride Principles (Section 004550)

9. Disclosure of Investment Activities in Iran (Section 04551)

10. Certification Pursuant to Executive Order 117 (Section 004553)

11. Certification Pursuant to PL 2005, Chapter 51 (Section 004554)

12. NJSTART registration

SIGNATURE: The undersigned hereby acknowledges and has submitted the above listed requirements. FIRM NAME:

SIGNATURE:

PRINTED NAME:

PRINTED TITLE:

DATED:

RESPONSES TO BIDDERS’ QUESTIONS:

1) Please confirm area of soil remediation to be filled to grade. C-104 shows area of remediation, at the pre-bidmeeting it was stated that the remediation was at the area of the building.

It maybe helpful to have a Soil Remediation Fill Unit Price or and Allowance of Quantity in the Bid. The estimated area is shown on C-104. The area is 900 square feet and 1.5 feet deeper than existing grades shown on the plan. The Contractor is responsible for all costs associated with backfilling the area to the proposed grades shown on C-104.

2) Please clarify who will tap the existing gas line and run new gas service to the building?Who designs the gas pipe size as noted "By others" on C-107? Per P-201, a 4" service is required. The Contractor is responsible for tapping the existing gas line and running the new service. The Contractor shall coordinate with the utility for meter placement.

3) General Conditions: Article 52 -A & B. Is it a requirement to have Watchmen? The site will have fencing aroundit and is in a secure location.

The Contractor is responsible for the safeguarding of all materials and property associated with the project during construction. The means by which the Contractor choses to accomplish that end is left to the judgement and discretion of the Contractor

4) Are there going to be Overhead InfraRed-Heaters located above the bridgecrane for the alternate? Cannot locate on any drawings.

Spec Section 14 22 13-3 Overhead Crane references Infra-Red Heaters in the following paragraphs:

1.4 Site Conditions D. Crane shall be located indoors with temperature range of 20 deg. F. to 110 deg. F. However, crane will beoperating below infrared heaters. Refer to paragraph 2.1.R.

2.1.R. Provide unpainted metal shields (aluminum or stainless steel) supported from the bridge and high enough to clear hoist- trolley to shield crane components from overhead infrared heaters. Coordinate shield location with Mechanical Drawings and Mechanical Contractor. Delete all references to infrared heaters in this section. See mechanical drawings for the heating infrastructure scheduled for this space.

SPECIFICATIONS:

01 23 10 – Alternates, Allowances, and Unit Prices Remove this section in its entirety Replace with the new section provided at the end of this addendum The description of the alternate bids for the asphalt has been expanded for clarity of intent.

21 05 00 Common Work Results for Fire Suppression 22 05 29 Hangers & Supports for Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Piping Insulation 22 10 05 Plumbing Piping

22 40 00 Plumbing Fixtures See specification section 2.01 – General Requirements, for LEED comments on all noted spec sections. Add the following:

“2.01 GENERAL REQUIREMENTS

A. Adhesives or sealants used for work in these sections shall meet the requirements of Division 1, Section 01 81 14 “Volatile Organic Compound (VOC) Emission and Content Limits for Adhesives and Sealants (LEED Building)”, where applicable.

B. Field applied prime painting shall comply with the low VOC and emission requirements called out in Section 09 91 23, Painting.

C. For individual MEP passive elements (e.g. piping, insulation, ductwork, conduit, plumbing fixtures, lamp housings) provide LEED submittals as indicted in Division Section 01 81 12 – Sustainable Design Requirements of these specifications. Information to be supplied includes: product name, product manufacturer, material only cost, provision of EPD, provision of CSR, provision of EPR, % Recycled Content, provision of MCI, provision of HPD, C2C compliance status, GSB compliance status, provision of SCO, location of manufacturing, and origin of raw material extraction.”

DRAWINGS: NA


ALTERNATES, ALLOWANCES AND UNIT PRICES 01 23 10-1 Project: CONSTRUCTION OF THE LAKEHURST READINESS CENTER Project No.: LH132

SECTION 01 23 10 - ALTERNATES, ALLOWANCES AND UNIT PRICES PART 1 - GENERAL 1.1 SUMMARY

A. Section Includes: 1. Alternates:

a. List of alternates. b. Procedures for alternate work.

2. Allowances:

a. List of Allowances to be included in contract. b. Procedures for using allowance amounts.

3. Unit Prices: NA

B. Related Sections:

1. Applications for payment: Elsewhere in Division 1. 2. Procedures for modifications to the contract: Elsewhere in Division 1. 3. Contract closeout procedures: Elsewhere in Division 1.

1.2 ALTERNATE LIST

A. Alternate GC No. 1: FOLDING PARTITION

1. To ADD all work associated with the installation of a folding partition in lieu of a metal stud and gypsum board wall under the base bid.

2. As specified in specifications section 102239 – Folding Panel Partitions and other associated sections.

3. Specific to Classroom 126 and Classroom 127. 4. As shown on various drawings throughout the set.

B. Alternate GC No. 2: TILE WAINSCOT IN THE GANG TOILET ROOMS, ADMINS.

TOILET ROOMS AND LACTATION ROOM

1. To ADD all work associated with the installation of a tile wainscot in lieu of epoxy paint scheduled under the base bid. Modify door frames accordingly to accommodate depth of the tile wainscot.

2. As specified in specifications section 093000 – Tiling and other associated sections. 3. Specific to Womens' Toilet 135, Mens’ Toilet 138, Admins. Toilets 117 & 118 &

Lactation 111 4. As shown on various drawings throughout the set.

C. Alternate GC No. 3: ASPHALT PAVEMENT - Roadway

1. To ADD all work associated with the installation of 8” compacted thickness asphalt pavement

in lieu of 8” compacted thickness stone over the 6” compacted thickness stone base scheduled under the base bid.

2. As specified in specifications section 321216 – Hot-Mix Asphalt Paving, Striping, & Signs 3. Specific to the roadway located on the west side of the facility. 4. As shown on Site Plan – C103 -C117 and various drawings throughout the set. 5. Base bid includes asphalt pavement and striping for crosswalk. For all other areas, base bid

includes 14” compacted DGA.


D. Alternate GC No. 4: ASPHALT PAVEMENT – Parking Lot

1. To ADD all work associated with the installation of 6” compacted thickness asphalt pavement

in lieu of 6” compacted thickness stone over the 6” compacted thickness stone base scheduled under the base bid.

2 As specified in specifications section 321216 – Hot-Mix Asphalt Paving, Striping, & Signs 3. Specific to the parking lot area located on the west side of the facility. 4. As shown on Site Plan – C103 -C117 and various drawings throughout the set. 5. Base bid includes asphalt pavement and striping for accessible parking and crosswalk. For all

other areas, base bid includes 12” compacted DGA. E. Alternate GC No. 5: GENERAL PURPOSE WORK BAY (GPWB)

1 To ADD all work associated with the construction of the General-Purpose Work Bay Room

150. The footings adjacent the base bid readiness center will remain in the base bid for future. The steel frame at the readiness center roof for the support of the HV Unit for the GPWB will remain in the base bid for future.

2. As specified in various specifications sections. 3. As shown on various drawings throughout the set.

1.3 ALLOWANCE LIST

A. Allowance No. GC-1 General Allowance

1. Upon completion of the project at project closeout, any of the allowance not used shall be returned to the Owner by Change Order.

2. The allowance specified “SHALL BE INCLUDED” in the base bid. Coordinate with the Bid Form.

Allowance amount: $85,000

B. Allowance No. GC-2 General Allowance- Structural Steel

1. Provide and include in this bid a lump sum specified for fabricated and erected steel. This steel shall be provided at any time until final acceptance of this contract by the A/ E team. This steel may consist of W.F. Sections, angles, frames or various miscellaneous steel. Include shop drawings, fabrication and erection in this item.

2. Allowance includes all freight costs (FOB), unloading, and storage expenses (either on or off job site).

3. Allowance includes installation, overhead and profit. 4. Upon completion of project, and of the allowance work not used, shall be credited to the

Owner by Change Order. 5. The allowance specified “SHALL BE INCLUDED” in the base bid. Coordinate with the

Bid Form. Allowance amount: $25,000

C. Allowance No. GC-3: Cast Plaque

1. Allowance includes freight costs (FOB), unloading, and storage expenses either on or off job site). SEE THE BID FORM FOR THE ALLOWANCE AMOUNT (TO BE INCLUDED IN THE BASE BID)


2. Allowance includes installation, overhead and profit. 3. Upon completion of the project at project closeout, any of the allowance not used shall

be returned to the Owner by Change Order. 4. The allowance specified “SHALL BE INCLUDED” in the base bid. Coordinate with the

Bid Form. Allowance amount: $10,000

1.4 UNIT PRICE LIST - NA

1.5 SUBMITTALS

A. Supporting Data: With applications for payment covering allowance work submit executed modification to the contract.

1. For variations in lump sum cost, include invoices showing actual cost.

B. Supporting Data: With applications for payment covering unit price work submit substantiated

measurement of quantity installed or executed. 1.6 CONTRACT CONSIDERATIONS

A. Allowances:

1. Include in the base bid contract sum all allowances defined in the contract documents.

B. Procedures for Modifications to the Contract: Procedures for submitting and handling modifications due to changes are specified elsewhere.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 ALTERNATES

A. Notify in writing each entity involved of the status of each alternate, immediately after notification by the owner.

1. Include complete description of any changes agreed upon.

B. Coordinate alternate work with related work and modify adjacent work as required.

3.2 MATERIALS SPECIFIED BY ALLOWANCE

A. Where the contractor has been directed by the Owner to purchase more material than is actually required in the completed work, obtain the Owner's instructions as to use or disposal of excess material.

1. When the Owner wishes excess material to be turned over to him, pack and deliver as

directed. 3.3 UNIT PRICES


A. Bidder shall insert on the Bid Form, all unit prices applicable to the work under his bid. Unit

prices will be used as the basis for computing "additions to" or "deductions from" the contract price for extra work and for work countermanded, reduced or omitted.

B. Except as otherwise provided in the General Conditions, the Unit Prices when accepted, adjusted

or established by the Contract shall remain binding and irrevocable for the entire period of the contract, regardless of the quantities of work ordered or required under such Unit Prices.

C. The acceptance of the Unit Price is on condition that the general character of the material and

workmanship required for any work related thereto shall be equivalent to corresponding work as shown and specified, and that all costs, overhead and profit, as well as all incidental work required in connection therewith, has been included in the Unit Price.

END OF SECTION 01 23 10

ADDENDUM #2

CONSTRUCTION OF:

THE NATIONAL GUARD READINESS CENTER

at

Pinehurst Road RT. 539 Lakehurst, NJ 08759

DMAVA Project # LH132 DRG Project # 1948

LISA J. HOU, D.O BRIGADIER GENERAL

NJARNG THE ADJUTANT GENERAL

STATE OF NEW JERSEY DEPARTMENT OF MILITARY

AND VETERANS AFFAIRS 101 EGGERTS CROSSING ROAD

LAWRENCEVILLE, NEW JERSEY 08648

DATE OF ISSUE: August 24, 2021 INTENT: This ADDENDUM supersedes all conflicting and contrary information in said Contract Documents, and said documents are hereby amended in certain particulars as described below. Bidder must acknowledge receipt of this addendum on the bid form.

CLARIFICATIONS: RESPONSES TO BIDDERS’ QUESTIONS: Please confirm Owner Provided Furniture final electrical and data connections are by the General Contractor's electrician. Receiving and placement of furniture (NIC) by the Owner. Electrical and data connections by the GC. Please clarify Floor Finish for Controlled Waste Room 129 on A-610. Is the floor finish Monolithic Epoxy Floor Finish as per Note or Concrete/Liquid Hardener Sealer Finish Over Exposed Concrete as listed in Floor column? The finish shall be a monolithic epoxy finish. Specification section 096723 – Resinous Flooring has been provided at the end of this addendum. Alternate 3 and 4 Pavement Section Details are provided on C-112, where Base Bid Pavement Section Detail is not. Please provide Base Bid Pavement Section Detail. There is not another detail. Per Detail on C-112, Notes: BASE BID INCLUDES STRIPING AND PAVING FOR HANDICAP ACCESSIBLE PARKING ONLY. FOR ALL OTHER AREAS, BASE BID SUBSTITUTES ASPHALT COURSES FOR DENSE GRADED AGGREGATE. To clarify the above note further, as a part of the base bid: 1. The 'Heavy Duty' Section includes 14" of Compacted thickness DGA. If Alternate 3 is awarded, the top 8" of DGA is replaced with asphalt. 2. The 'Light Duty' Section includes 12" of Compacted thickness DGA. If Alternate 4 is awarded, the top 6" of DGA is replaced with asphalt. Please confirm liquidated damages. The amount stated in 007213 General Conditions Section 25 seems excessive. Liquidated damages are calculated as 1/20th of 1% of the total amount of the contract to be enforced daily. Further clarification should be addressed to the Contracting Officer, Michael Rhodes. Please provide specification for Liquid Hardener/Sealer Finish Over Exposed Concrete, as listed on Room Finish Schedule on Sheet A-610. Specification Section 033543 – Concrete Finishing has been provided at the end of this addendum as it applies to all references to SEALED CONCRETE “SC”. Please provide specification for Epoxy Wainscot, as listed on Room Finish Schedule on Sheet A-610. References to wainscot have been revised on the finish schedule. The original epoxy wainscot references has been deleted. Coordinate finish schedule with 099123- Painting Please provide specification for Polished Concrete, as listed on Room Finish Schedule on Sheet A-610. Specification Section 03 01 30 – Concrete Finishing has been provided at the end of this addendum as it applies to all references to Polished Concrete “POL. CONC.” and Sealed Concrete “SC”. Drawing G-602 is missing detail for window type "J" which is Alternate Bid #5, Spec #08 51 13 Window type listed as “J” shall be similar to window type “H” on dwg A-602. Drawing A-610 has Room #105 listed under Alternate Bid. Please clarify if this should be in Base Bid. Room #105 shall be part of the base bid. Disregard reference under the alternate bid. Ceiling height is shown as 8'-6" under Base Bid and 10' high under Alternate. Please clarify. Ceiling height for Room #105 shall be 8’-6”. Under "Walls" Base Bid shows as "CMU/P" where Alternate shows only "CMU". Please advise. CMU is indicative of decorative CMU. A note has been added in the remarks column of the finish schedule. Coordinate all finishes with the room elevations in the A-600 series drawings.

Drawing A-610 under Wainscot Column for Alternate Bid #2 shows "CT" in Base Bid and to paint to 48" high in Alternate Bid #2. Please clarify if the intent is to epoxy paint in base and add ceramic tile in Alternate #2 in lieu of epoxy paint. All tile will be porcelain tile. All areas with porcelain tile will receive a porcelain tile base. The base bid is epoxy painted walls. The alternate bid is a porcelain tile wainscot in lieu of epoxy paint. See update finish schedule dwg A610 provided at the end of this addendum. Drawing A-601, Door #124A shows doors only - no frames. Door #124A shall be similar to Door #125A. Drawing A-601, Door Ext #3 shows frames as HM but doors are aluminum. Door Ext #3 shall incorporate aluminum frames. Plan G-003 shows some partitions going to the underside of concrete slab and other partitions going to the underside of floor/roof structure (the roof structure has the same symbol as the concrete). Please clarify that there is no concrete as part of the roof structure. Confirmed. Delete references on these sheets to concrete roofs. There are no concrete roofs that are part of the design. Refer to building and wall sections for steel frame and metal deck roof construction. Drawing A-610 under Finish Schedule has no floor finishes for rooms 126, 127 and 124E. Floor finishes for these rooms have been scheduled. See Revised dwg A610 Room Finish schedule provided at the end of this addendum. Drawing A-610 rooms 144 and 145 calls for polished concrete where Drawing A-611 finish plan shows sealed concrete (SC). Finishes have been revised and clarified. See revised dwgs A-610 and A-611 provided at the end of this addendum. We cannot locate legend for Drawing A-610 for Room Finish Schedule (ie, CT, ACST, CMU/P etc). See dwg A-611 for Finish Legend. A revised dwg A-611 has been provided at the end of this addendum. Drawing E-702 has the manufacturer of the CCTV System (Hanwha), Access Control System (Galaxy), and Video Intercom System (Aiphone IX Series). A subcontractor is an authorized dealer partner for Hanwha and Aiphone but not Galaxy. NJ National Guard is only authorized by the ESS Program Office to use Galaxy Access System. No substitutions are allowed. Would you accept any alternates for the access control portion of the project? The subcontractor has advised they can't remember the last time they've actually seen Galaxy specified for access control systems anywhere in the NYC, Philly, or New Jersey areas. NJ National Guard is only authorized by the ESS Program Office to use Galaxy Access System. No substitutions are allowed. Does the National Guard specifically use this manufacturer at all their locations or is this a "one-off" site where they are possibly open to an equal? The Windy City cable model number is 4461030 which is standard composite cable that works with any access control system manufacturer. NJ National Guard is only authorized by the ESS Program Office to use Galaxy Access System. No substitutions are allowed. Who is responsible for receiving and placement of Owner Supplied Furniture and Equipment as listed in Furniture and Equipment Schedule (NIC) on Sheet A-901? Receiving and placement of furniture (NIC) by the Owner. Electrical and data connections by the GC. Lead Time for delivery of bar joists are approximately 11 months from approvals, which will push the duration of the project past the 540 days allowed. With Liquidated Damages at $6,500.00 per day, delivery of bar joists would necessitate an extension of time. If there is a delay due to long lead items, DMAVA will take that under consideration and may issue an extension of time so as not to penalize the contractor.

Please clarify Construction Progress Documentation 013200:2.6-5, that 5% of, the Contract Sum will equal costs of under main subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, project record documents, LEED documentation and demonstration and training. That statement is Correct. Any further clarifications, contact Mike Rhodes the Contracting Officer. [email protected] Are listed prime subcontractors (Structural Steel, Plumbing, HVAC and Electrical) required to provide their NJ Start registration with the Bid? All prime subcontractors must submit all of the bid documents minus the Bid Form on the Bid Document Submission Checklist included in Addendum 1 SPECIFICATIONS: Add to the base contract technical specification(s) 030130 – Concrete Finishing and 096723 - Resinous Flooring provided at the end of this addendum. DRAWINGS: Remove dwg. A-610 Room Finish Schedule and Replace with dwg. A610 Room Finish Schedule provided at the end of this addendum. Various finishes have been revised to clarify contractor questions. Remove dwg. A-611 First Floor Finish Plan Replace with dwg. A611 First Floor Finish Plan provided at the end of this addendum. Various finishes have been revised to clarify contractor questions.


RESINOUS FLOORING 09 67 23- 1

SECTION - 09 67 23-RESINOUS FLOORING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Industrial resinous flooring systems.

B. Related Sections:

1. Section 07 92 00 "Joint Sealants" for sealants installed at joints in resinous flooring systems.

2. Section 09 66 23 "Resinous Matrix Terrazzo Flooring" for thin-set, resinous matrix terrazzo.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include manufacturer's technical data, application instructions, and recommendations for each resinous flooring component required.

B. Samples for Initial Selection: For each type of exposed finish required.

1.4 INFORMATIONAL SUBMITTALS

A. Installer Certificates: Signed by manufacturer certifying that installers comply with specified requirements.

B. Material Certificates: For each resinous flooring component, from manufacturer.

C. Material Test Reports: For each resinous flooring system.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For resinous flooring to include in maintenance manuals.

B. Warranty: Three (3) years from date of Substantial Completion.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of flooring systems required for this Project.

1. Engage an installer who is certified in writing by resinous flooring manufacturer as qualified to apply resinous flooring systems indicated.


B. Source Limitations: Obtain primary resinous flooring materials, including primers, resins, hardening agents, grouting coats, and topcoats, from single source from single manufacturer. Provide secondary materials, including patching and fill material, joint sealant, and repair materials, of type and from source recommended by manufacturer of primary materials.

C. Mockups: Apply mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Apply full-thickness mockups on 48-inch-square floor area selected by Architect.

a. Include 48-inch length of integral cove base with inside and outside corner.

2. Simulate finished lighting conditions for Architect's review of mockups.

3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

D. Preinstallation Conference: Conduct conference at Project site.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in original packages and containers, with seals unbroken, bearing manufacturer's labels indicating brand name and directions for storage and mixing with other components.

1.8 PROJECT CONDITIONS

A. Environmental Limitations: Comply with resinous flooring manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring application.

B. Lighting: Provide permanent lighting or, if permanent lighting is not in place, simulate permanent lighting conditions during resinous flooring application.

C. Close spaces to traffic during resinous flooring application and for not less than 24 hours after application unless manufacturer recommends a longer period.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-Design Product: Subject to compliance with requirements, provide PaliKrom 185 as manufactured by Palma, Inc. or comparable product by one of the following: 1. Arizona Polymer Flooring, Inc. 2. Key Resin Company. 3. Marbelite International Corp.

2.2 RESINOUS FLOORING

A. Resinous Flooring: Abrasion-, impact- and chemical-resistant, industrial-aggregate-filled, resin-based, monolithic floor surfacing designed to produce a seamless floor and integral cove base.

B. System Characteristics:

1. Color and Pattern: As selected by Architect from manufacturer's full range.


2. Wearing Surface: Textured for slip resistance.

3. Overall System Thickness: 3/16 inch.

C. Body Coats:

1. Resin: Epoxy.

2. Formulation Description: 100 percent solids.

3. Application Method: Troweled or screeded.

a. Thickness of Coats: Manufacturer's standard.

b. Number of Coats: Manufacturer's standard.

4. Aggregates: Colored quartz (ceramic-coated silica).

D. Topcoat: Sealing or finish coats.

1. Resin: Epoxy.

2. Formulation Description: 100 percent solids.

3. Type: Clear.

4. Finish: Gloss.

5. Number of Coats: Manufacturer's standard.

E. System Physical Properties: Provide resinous flooring system with the following minimum physical property requirements when tested according to test methods indicated:

1. Compressive Strength: 6,000 PSI per ASTM C 579.

2. Tensile Strength: 1,500 PSI per ASTM C 307.

3. Flexural Modulus of Elasticity: 500,00 PSI per ASTM C 580.

4. Water Absorption: 1.0% (max) per ASTM C 413.

5. Coefficient of Thermal Expansion: 40 x 10-6 in./in. degrees farenheit per ASTM C 531.

6. Indentation: Not more than 7% percent maximum per MIL-D-3134.

7. Impact Resistance: No chipping, cracking, or delamination and not more than 1/16-inch permanent indentation per MIL-D-3134.

8. Resistance to Elevated Temperature: No slip or flow of more than 1/16 inch per MIL-D-3134.

9. Abrasion Resistance: 0.05 grams maximum weight loss per ASTM D 4060.

10. Flammability: Self-extinguishing per ASTM D 635.


2.3 ACCESSORIES

A. Patching and Fill Material: Resinous product of or approved by resinous flooring manufacturer and recommended by manufacturer for application indicated.

PART 3 - EXECUTION

3.1 PREPARATION

A. General: Prepare and clean substrates according to resinous flooring manufacturer's written instructions for substrate indicated. Provide clean, dry substrate for resinous flooring application. ALL AREAS TO RECEIVE RESINOUS FLOORING SHALL BE LEVELED SMOOTH PRIOR TO INSTALLATION. IF REQUIRED, SELF-LEVELING CONCRETE UNDERLAYMENT PRODUCTS (AS MAUFACTURED BY ARDEX ENGINEERED CEMENTS, INC. – OR EQUAL) ARE TO BE USED. THIS IS ESPECIALLY TRUE IN AREAS OF RENOVATIONS AND/OR ALTERATIONS.

B. Concrete Substrates: Provide sound and LEVEL concrete surfaces free of laitance, glaze, efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, and other contaminants incompatible with resinous flooring.

1. Roughen concrete substrates as follows:

a. Shot-blast surfaces with an apparatus that abrades the concrete surface, contains the dispensed shot within the apparatus, and recirculates the shot by vacuum pickup.

b. Comply with ASTM C 811 requirements unless manufacturer's written instructions are more stringent.

2. Repair damaged and deteriorated concrete according to resinous flooring manufacturer's written instructions.

3. Verify that concrete substrates are dry and moisture-vapor emissions are within acceptable levels according to manufacturer's written instructions.

a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with application of resinous flooring only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. of slab area in 24 hours.

b. Perform plastic sheet test, ASTM D 4263. Proceed with application only after testing indicates absence of moisture in substrates.

c. Perform relative humidity test using in situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

4. Alkalinity and Adhesion Testing: Verify that concrete substrates have pH within acceptable range. Perform tests recommended by manufacturer. Proceed with application only after substrates pass testing.

C. Resinous Materials: Mix components and prepare materials according to resinous flooring manufacturer's written instructions.

D. Use patching and fill material to fill holes and depressions in substrates according to manufacturer's written instructions – in order to provide a smooth and LEVEL surface.

CONCRETE FINISHING 03 01 30- 1

SECTION 03 01 30 - CONCRETE FINISHING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings, general provisions of the Contract, and other related construction documents such as Division 01 specifications apply to this Section

B. Applies to all reference to POLISHED CONCRETE “POL.CONC.” and SEALED CONCRETE “SC”.

1.2 SUMMARY

A. This Section includes a single-coat, fast-curing, 100% solids epoxy moisture management system formulated to suppress excessive moisture vapor emissions in new or existing concrete prior to installing ARDEX PC-T™ Polished Concrete Topping component of the ARDEX Polished Concrete System (APCS) using a multi-step dry mechanical process and accessories specified to achieve desired gloss level and sealed with a film forming protective film:

1. ARDEX ARDIFIX™ Two-Part, Low Viscosity Rigid Polyurethane Crack & Joint Repair

2. ARDEX ARDISEAL™ RAPID PLUS Semi-Rigid Joint Sealant

3. ARDEX MC™ Rapid One-Coat Moisture Control System for Concrete to Receive

ARDEX Products - For Use as a Fast-Track Primer

4. ARDEX PC-T™ Polished Concrete Topping (Gray, White or Light Gray)

5. Mechanical Diamond Grinding and Polishing Equipment

6. ARDEX Concrete Topping Treatment Chemicals

7. ARDEX PC-60™ Polyurethane Sealer for Stain & Wear Protection

8. Integral and Topical color

B. Related Sections include the following:

1. Section 03 30 00, Cast-In-Place Concrete

2. Section 090561.13, Moisture Vapor Emission Control


1.3 REFERENCES

A. ASTM C109M, Compressive Strength Air-Cure Only

B. ASTM C348, Flexural Strength of Hydraulic-Cement Mortar

C. ASTM F2170, Relative Humidity in Concrete Floor Slabs Using in situ Probes

D. ASTM F710, Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

E. ASTM E430, Standard Test Method for Measurement of Gloss of High-Gloss Surfaces by Abridged Goniophotometry.

1.4 SUBMITTALS

A. Product Data: Submit manufacturer’s product data and installation instructions for each material and product used. Include manufacturer’s Safety Data Sheets.

B. Qualification Data: Provide written documentation from the manufacturer confirming that

installer meets the qualifications as specified and is eligible for manufacturer’s warranty.

C. Maintenance Data: Provide instructions for maintenance of installed work, including methods and frequency recommended for maintaining optimum condition under intended use. These instructions should contain precautions against cleaning products and methods that may be detrimental to finishes and performance.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. The ARDEX Polished Concrete System (APCS) consists of a process and products engineered and manufactured by ARDEX Engineered Cements. Any substitutions are not permitted and void warranty.

B. Installer Qualifications:

1. Product(s) for the ARDEX Polished Concrete System must be installed by an approved

installer such as an ARDEX Choice Contractor or ARDEX LevelMaster Elite Installer™, qualified to provide the warranty as specified.

2. Installer must be approved in writing by ARDEX and experienced in performing specified

work similar in design, products and scope of this project, with a documented track record of successful, in-service performance and with sufficient production capabilities, facilities and personnel to produce specified work.

3. A factory-trained, competent supervisor must be maintained on site during all times

during which specified work is performed.

C. Mock-Up: Before performing the work in this section, an on-site mock-up of the ARDEX PC- T™ representative of specified process, surface, finish, color, sealer and joint design/treatments


must be installed for review and approval. These mock-ups should be installed using the same installer personnel who will perform work. Approved mock-ups may become part of completed work, if undisturbed at time of substantial completion.

D. Pre-Installation Conference: Prior to the installation of the ARDEX Finished Surface, an on-site

conference shall be conducted to review specification requirements.

1. Required attendees include the Owner, Architect, General Contractor, Subcontractor and ARDEX Representative.

2. The minimum agenda shall include a review of the site conditions, construction documents,

schedule, installation procedures, protection procedures and submittals.

E. Warranty:

1. ARDEX MC RAPID: Certified applicator must file a pre-installation checklist with the manufacturer and receive written confirmation of the approval to proceed in order to obtain the extended ARDEX MC™ RAPID Warranty. Upon receipt and approval of the pre- installation checklist, a 25-year ARDEX MC™ RAPID Warranty is available for ARDEX LevelMaster Elite® Installers and a 20-year ARDEX MC™ RAPID Warranty is available for factory-trained installers.

2. APCS Warranty: Provide manufacturer’s 10-year ARDEX Polished Concrete System

Warranty or 10-year ARDEX LevelMaster Elite® Warranty.

1.6 DELIVERY, STORAGE AND HANDLING

A. Deliver all materials in original containers, bearing manufacturer’s labels indicating brand name and directions for storage, factory numbered and sealed until ready for installation.

B. Store all materials in a dry, climate-controlled environment at a minimum of 50°F (10°C) and

maximum of 85°F (29°C). Protect from direct sunlight.

C. Handle products in accordance with manufacturer’s printed recommendations.

1.7 SITE CONDITIONS

A. Observe the basic rules of concrete work. Do not install below 50°F (10°C) or above 85°F (29°C) surface temperature. Install quickly if floor is warm (above 70°F/21°C and up to 85°F/29°C) and follow warm weather precautions available from the ARDEX Technical Service Department (888) 512-7339. Never mix with cement or additives other than ARDEX approved products.

B. Inspect the existing substrate and document unsatisfactory conditions in writing. Verify that

surfaces and site conditions are ready to receive work. Correct unacceptable conditions prior to installation of System. Commencement of work constitutes acceptance of substrate conditions.

C. Close areas to traffic during and after the ARDEX PC-T application for a time period

recommended by the manufacturer.


PART 2 – PRODUCTS

2.1 MOISTURE VAPOR EMISSION CONTROL

A. One-Coat Moisture Control System for Concrete to Receive ARDEX Underlayments and Toppings

1. Acceptable Products:

ARDEX MC™ RAPID; Manufactured by ARDEX Americas: 400 Ardex Park Drive,

Aliquippa, PA, 15001, USA, (724) 203-5000, www.ardexamericas.com

2. Performance and Physical Properties: Meet or exceed the following values for material cured at 70° F+/-3°F (21° C+/-3°C) and 50% +/-5% relative humidity:

a. Application: Manual b. Material Requirements on CSP 3 Prepared Concrete: Approx. 170 – 190 sq. ft. (16

– 18 m2) per unit for 14 mils c. Permeability (ASTM E96): 0.06 perms d. 14 pH solution (ASTM D1308): No effect e. Working Time: 20 minutes f. Pot Life: 20 minutes g. VOC: 19.9 g/L, A+B, ASTM D2369Walkable: Minimum of 4 hours h. Prime and Install Underlayment: Minimum 4 hours, maximum 24 hours

2.2 MAINTENANCE OF CAST-IN-PLACE CONCRETE

A. Portland Cement-based Self-Leveling Topping to Suitable to Receive a Mechanical Polish Concrete Process. Acceptable products include:

1. ARDEX PC-T™ Polished Concrete Topping; ARDEX Engineered Cements: 400 ARDEX

Park Drive Aliquippa, PA 15001, 1-888-512-7339, www.ardexamericas.com a. Water: shall be clean, potable and sufficiently cool (not warmer than 70°F/21°C).

2. Performance and Physical Properties: Meet or exceed the following values for material

cured at 70°F (21°C) and 50% +/- 5% relative humidity:

i. Flow Time: 10 minutes j. Initial Set: Approx. 10 minutes k. Final Set: Approx. 45 minutes l. Compressive Strength: 6100 psi (42.06 N/mm2) at 28 days, ASTM C109M m. Flexural Strength: 1200 (8.27 N/mm2) psi at 28 days, ASTM C78 n. VOC: 0

3. Repair materials:

a. If necessary, correct excessive pinholes with ARDEX SD-M™ Designer Floor

Finish™. Contact the ARDEX Technical Services department for recommendations.


4. Topical Color

a. Dyes and stains designed for use on cementitious toppings.

5. Integral color

a. Powder or liquid pigments can be utilized for integral pigmentation of ARDEX PC- T. The pigments must be suitable for use with a cementitious product.

2.3 CONCRETE POLISH EQUIPMENT & TOOLING

A. Equipment and Tooling for use as part of the multi-step dry mechanical process and accessories. The below outlines only one scenario for polishing and a variety of Manufacturers of equipment and tooling are acceptable. The final aesthetic result can vary due to equipment, tooling selection and operator. An example of acceptable product characteristics includes:

1. Planetary Grinder and Polisher

a. Large Platform, typically, 32” planetary floor polisher with head pressure of 600 lbs.

b. Tooling i. Metal Bonded Diamonds – 30-40 Grit of medium bonded metal ii. Metal Bonded Diamonds – 60-80 Grit of medium bonded metal iii. Transitional Diamonds Ceramic / Flat block resin Bonded - #100 Grit iv. Resin Bonded Diamonds - 200, 400 and higher Grit, as needed

2. Micro Polisher – Burnishers

a. Required Tooling: Diamond Impregnated – 400, 800, 1500, 3000 Grit, as needed

3. Other equipment and tooling as necessary for small areas and edge work.

4. Power generator – as needed

5. All grinding and polishing completed with grinder/polisher equipment must be connected to a dust collector.

2.4 CONCRETE TREATMENT CHEMICALS

A. Concrete treatments designed for use in conjunction with the installation of the ARDEX PC-T and the ARDEX Polished Concrete System. Acceptable products include:

1. Treatment Chemicals; ARDEX Engineered Cements: 400 ARDEX Park Drive

Aliquippa, PA 15001, 1-888-512-7339, www.ardexamericas.com;

a. Densifier: ARDEX PC 10™ Lithium Hardener for ARDEX PC-T™ Polished Concrete Topping

c. Maintenance recommendations: Contact the ARDEX Technical Services Department for recommendations.

2.5 STAIN AND WEAR PROTECTION


A. Concrete stain and wear protection designed for used in conjunction with the installation of ARDEX PC-T and the ARDEX Polished Concrete System. Acceptable products include:

1. ARDEX PC 60™ Polyurethane Sealer for Stain & Wear Protection

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions under which materials will be installed. Do not proceed with installation until unsatisfactory conditions are corrected.

B. Verify that existing concrete has cured a minimum of 28 days before installing ARDEX PC-T

and meets the requirement of a minimum 3000 psi compressive strength, a minimum 100 pcf density and a minimum 200 psi tensile strength.

C. Conduct pre-installation conference, per Section 1.05 C.

3.2 PREPARATION

A. All concrete subfloors must be sound, solid, clean, and free of all oil, grease, dirt, curing compounds and any substance that might act as a bond breaker before priming. Mechanically clean if necessary. Acid etching and the use of sweeping compounds and solvents are not acceptable.

B. Mechanical preparation of the surface is required to obtain a minimum ICRI Concrete Surface

Profile of 3 (CSP 3).

C. Prior to beginning the installation, the relative humidity within the concrete can be measured (ASTM F2170). No standing water shall be present.

3.3 Crack and Joint Treatment

A. Joint and Crack Preparation: Honor all joints and moving cracks up through the installation,

including expansion joints, isolation joints and control joints (saw cuts).

1. All non-moving cracks shall be filled with ARDEX ARDIFIX™ Low Viscosity Rigid Polyurethane Crack & Joint Repair.

3.4 APPLICATION OF ARDEX MC™ RAPID:

A. Coordinate installation with adjacent work to ensure proper sequence of construction. Protect adjacent areas from contact due to mixing and handling of materials.

B. Mixing: Comply with manufacturer's printed instructions and the following.


1. Each individual 22 lb. (10 kg) unit contains separate, pre-measured quantities of hardener (Part B) and the resin (Part A). After opening each container, stir the individual components thoroughly before blending. The hardening agent (Part B) is added to the resin (Part A).

2. Pour all of the hardener into the resin portion and stir thoroughly for a minimum of 3 minutes

using a low speed drill and an epoxy mixing paddle. Once mixed, pour some of the epoxy back into the hardener container, stir for 10 seconds, and then pour all of the contents back into the resin container. Mix for an additional 30 seconds before applying.

C. Application: Comply with manufacturer's printed instructions and the following.

1. Apply the freshly mixed ARDEX MC™ RAPID at a minimum thickness of 14 mils as specified in the technical data sheet to the prepared concrete surface in a uniform direction with a short-nap paint roller or notched squeegee with back-rolling for smoother surfaces, and a longer nap roller for more uneven substrates. Sand broadcast to refusal while the ARDEX MC RAPID is still in a fresh state.

2. Following the application of MC RAPID and sand broadcast, install the selected ARDEX

Topping as outlined in the technical data sheet. ARDEX recommends following all OSHA guidelines when broadcasting sand.

3. It is not necessary to re-test the substrate for moisture emissions prior to installing the

coating or floor covering.

3.5 APPLICATION OF ARDEX PC-T™

A. PRIMING

1. Upon removal of all excess sand no additional priming is needed. The sand-broadcast surface of the ARDEX MC RAPID serves as the primer prior to the ARDEX PC-T application.

B. MIX DESIGNS

1. Mixing Ratio: The ARDEX PC-T shall be mixed in 2-bag batches. Mix each bag of the

powder with the specified amount of water in an ARDEX T-10 Mixing Drum using an ARDEX T-1 Mixing Paddle and a 1/2” heavy-duty drill (12 mm, min. 650 rpm). Mix thoroughly for 2-3 minutes to obtain a lump-free mixture. Follow written instructions on the ARDEX product technical data sheet.

2. When mixing sanded materials, ARDEX recommends using the ARDEX DUSTFREE™

or a standard “gutter hook” vacuum attachment in combination with a wet/dry (Shop-Vac® style) vacuum and HEPA dust extraction vacuum system. Additionally, each bag should be handled with care and emptied slowly to avoid creating a plume of dust. Contact the ARDEX Technical Service Department for more details on ARDEX products and air quality management.

3. As this product uses several naturally occurring and mined raw materials, shade and/or

color variations are to be expected. For this reason, it is strongly recommended to use


product from the same batch or, when this is not possible, mix bags from different batches in a ratio determined by the amounts of each batch available

4. Aggregate mix: For pre-leveling and areas to be installed over 2” (5 cm) thick, well-graded,

washed pea gravel may be added to reduce material costs. Mix the powder with water first, and then add from 1 part by volume of aggregate (1/8” to 3/8” [3 to 9.5 mm]). Do not use sand. The addition of aggregate will diminish the workability of the product and a finish layer is required. Allow the first layer to dry for 12 to 16 hours. Complete aggregate installation instructions are available in the ARDEX PC-T Technical Data Sheet.

5. For pump installations contact ARDEX technical department ARDEX Engineered

Cements: 400 ARDEX Park Drive Aliquippa, PA 15001, 1-888-512-7339, www.ardexamericas.com

C. COLOR MIX

1. Integral Color: The maximum amount of pigment for powdered pigments is 1.5 % of the total weight of the ARDEX which means 100 lbs. of ARDEX PC-T being mixed can have up to 1.5 lbs. of powered pigments. Liquid pigments use can have a maximum of 4 oz. per 50 lb.-bag of ARDEX PC-T. Generally, saturation of color will occur prior to maximum loads permissible being reached. Integral pigment loading is done at the sole discretion of the specifier / installer and sampling is recommended to include all processing and selected finishing products. Note: Adding integral pigment may reduce or enhance installation characteristics of the ARDEX PC-T. Gloss and clarity levels may be affected.

D. ARDEX PC-T™ INSTALLATION

1. The minimum installation thickness for ARDEX PC-T shall be 3/8” (9 mm). The necessary thickness will vary with jobsite conditions and must be adequate to achieve the desired finish.

2. Pour and spread in place with the ARDEX T-4 Spreader, and then smooth with the ARDEX

T-5 Smoother. Contact ARDEX Technical Services if a spike roller is to be used. Wear baseball shoes with non-metallic cleats to avoid leaving marks in the liquid topping.

3. Allow the ARDEX PC-T to cure a minimum of 24 to 72 hours before proceeding with the

polishing process. Drying time is a function of jobsite temperature and humidity conditions, as well as the installation thickness.

3.6 POLISHING PROCESS FOR ARDEX PC-T™

A. The ARDEX Polished Concrete System is an engineered and integrated complete installation system requiring adherence to all written recommendations. Dry processing is required, no wet grinding is permitted. Any substitutions from the specified products without manufacturer approval will void the system warranty. Please note the following:

1. Use a dust separator and collection system with HEPA filters connected to the planetary

grinder, following the recommendations of the planetary grinder manufacturer.


2. Remove concrete dust using a portable vacuum with HEPA filters 1) between passes with the floor polisher and 2) when polishing disks are changed.

3. PROCESSING

1.) POLISHED CONCRETE “POL.CONC.” (Typical Gloss Reading: 40-65, ASTM E 430). The below are general guidelines. Steps may vary based on equipment, tooling and operator selection to achieve the desired result.

a. GRIND/POLISH Step #1: 30-40 Grit Metal Bonded Diamonds. Vacuum floor

after each grinding/polishing step to remove dust. b. GRIND/POLISH Step #2: 60-80 Grit Metal Bonded Diamonds. Vacuum floor

after each grinding/polishing step to remove dust. c. GRIND/POLISH Step #3: #100 Grit Transitional, Ceramic / Flat block resin

bonded diamonds. Vacuum floor after each grinding/polishing step to remove dust.

d. GRIND/HONING Step #4: 200 grit Resin Bonded Diamond. Vacuum floor after each grinding/polishing step to remove dust.

e. Apply ARDEX PC 10, per application instructions at a rate of 400 sq. ft./gal. Allow to dry for 1 hour before beginning the next step.

f. GRIND/POLISHING Step #5: 400 grit Resin Bonded Diamond. Vacuum floor after each grinding/polishing step to remove dust. Proceed with successively higher grits until gloss level desired.

g. Apply ARDEX PC 60 as indicated in the technical data sheet. Additional burnish polishing of the applied PC60 will provide a high gloss finish and may proceed after PC installation cures for 12 – 16 hours.

2.) SEALED CONCRETE “SC” The below are general guidelines. Steps may vary based on equipment, tooling and operator selection to achieve the desired result. a. GRIND/POLISH Step #1 #100Grit Transitional, Ceramic / Flat blockresin bonded diamonds. Vacuum floorafter each grinding/polishing step toremove dust. b.ApplyARDEXPC10, perapplicationinstructionsatarateof400sq.ft./gal.Allowtodryfor1 hour before beginning the next step. c. GRIND/HONING Step #2: 200 gritResin Bonded Diamond. Vacuum floorafter each grinding/polishing step to remove dust. d. Apply ARDEX PC 60 as indicated in the technical data sheet.

4. The above steps are typical for the processing and installation of ARDEX PC-T. However, additional steps may be required based on site conditions, age of installation and desired finish.

B. EDGEWORK

1. Where needed, polished edge work of ARDEX PC-T shall be done with a handheld or walk behind polishing tool. The edge polishing process will match the corresponding steps outlined above for the desired gloss level. Edge work steps should always precede the corresponding polisher steps.

C. POST INSTALLATION


1. All moving joints and saw cuts shall be filled with ARDEX ARDISEAL™ RAPID PLUS

Semi-Rigid Joint Sealant.

3.7 PROTECTION

A. Protect the new ARDEX PC-T from spills and contamination by petroleum, oil, hydraulic fluid, acid and acidic detergents, paint and other liquid dripping from trades and equipment working over these substrates. If construction equipment must be used on these substrates, diaper all components that may drip fluids. Protect surface by installing a temporary, breathable protective floor covering.


B. Avoid moisture for 72 hours after installation. Don’t permit standing water for this period or place any protective plastic sheeting, rubber matting, rugs or furniture that can prevent proper drying, thereby trapping moisture, which can result in a cloudy effect on the floor.

C. For 48 hours after application: Avoid moisture, standing water, deep cleaning and covering with

protective plastic sheeting, mats, rugs or furniture, which may inhibit proper curing. Light pedestrian use may occur after 3 hours. Maximum performance develops in about 72 hours.

3.8 MAINTENANCE

A. IMPORTANT NOTICE: Maintaining the ARDEX Polished Concrete System and adherence to a recommended cleaning schedule will help the floor hold its mechanically polished gloss longer and greatly reduce the absorption of spilled liquids. The treated concrete floor is easily maintained by regular cleaning with the Maintenance/Post Cleaning procedure, accompanied by Micro Polishing. Specific maintenance recommendations shall be provided by the certified installer performing the work of this section. Contact the ARDEX Technical Services Department for recommendations.

B. Newly Installed ARDEX Polished Concrete System

1. The application of a sacrificial wax finish over ARDEX PC 60 is recommended. The use

of a sacrificial finish will extend the service life of ARDEX PC 60 as well as provide a wear surface that is easier to maintain. Allow the ARDEX PC 60 to cure a minimum of 1 hour (70°F / 21°C) prior to wax application. The wax should be maintained in accordance with manufacturer recommendations.

2. DO NOT USE cleaners that are acidic or that have citrus (de-limonene) or Butyl

compounds. Do not permit standing liquids at any time.

3.9 FIELD QUALITY CONTROL

A. Test Reports: Provide field quality control sheen gloss reading and static coefficient of friction test results conducted as specified and recorded on floor plan diagram confirming compliance with specified performance criteria.

1. Static Coefficient of Friction: A reading of not less than 0.5 for level floor surfaces shall

be achieved and documented, as determined by a certified NFSI walkway auditor using the NFSI 101-A quality control test.

2. Gloss readings should be obtained in accordance with ASTM E430, Standard Test Method

for Measurement of Gloss of High-Gloss Surfaces by Abridged Goniophotometry.

a. Readings shall be taken not less than 10’ (3 m) on center in field areas and within 1’ (0.3 m) of floor area perimeters. In no case shall a reading be below 2% of the specified minimum sheen.

END OF SECTION


E. Treat control joints and other nonmoving substrate cracks to prevent cracks from reflecting through resinous flooring according to manufacturer's written instructions.

3.2 APPLICATION

A. General: Apply components of resinous flooring system according to manufacturer's written instructions to produce a uniform, monolithic wearing surface of thickness indicated.

1. Coordinate application of components to provide optimum adhesion of resinous flooring system to substrate, and optimum inter-coat adhesion.

2. Cure resinous flooring components according to manufacturer's written instructions. Prevent contamination during application and curing processes.

3. At substrate expansion and isolation joints, comply with resinous flooring manufacturer's written instructions.

4. In any space with a floor drain, the resinous flooring needs to be applied in such a way so as not to impede the flow of any liquids to the drain.

B. Integral Cove Base: Apply cove base mix to wall surfaces before applying flooring. Apply according to manufacturer's written instructions and details including those for taping, mixing, priming, troweling, sanding, and topcoating of cove base. Round internal and external corners.

1. Integral Cove Base: 4 inches high.

C. Apply troweled or screeded body coats in thickness indicated for flooring system. Hand or power trowel and grout to fill voids. When cured, remove trowel marks and roughness using method recommended by manufacturer.

D. Apply grout coat, of type recommended by resinous flooring manufacturer, to fill voids in surface of final body coat and to produce wearing surface indicated.

E. Apply topcoats in number indicated for flooring system and at spreading rates recommended in writing by manufacturer.

3.3 PROTECTION

A. Protect resinous flooring from damage and wear during the remainder of construction period. Use protective methods and materials, including temporary covering, recommended in writing by resinous flooring manufacturer.

END OF SECTION 09 67 23

ARNG PROJECT #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

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TO THE:

FOR THE:

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New Jersey200 Franklin Square DriveSuite 402Somerset, NJ 08873T: 732 560 7900

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P:\Projects\2019 Projects\1948 - DMAVA - National Grd Readiness Center\DWGS\FINAL 1\Archive\2021-08-18 - OUT TO BID SET - 07-02-2021\1948-RC_Central_2020_drgaia_08-18-2021.rvt

FINISH SCHEDULE

VR

PSS09/04/2018

BID SET

07/02/2021

NATIONAL GUARD READINESS CENTER

DEPARTMENT OF MILITARY ANDVETERANS AFFAIRS

85478/34012

LAKEHURST NATIONAL GUARDREADINESS CENTER

1948

A-610

2 08-18-2021 REVISED FINISHES

PINEHURST ROAD ROUTE 539

PO BOX 340

LAKEHURST, NJ 08759

TRENTON NJ, 08625

ROOM FINISH SCHEDULE - BASE BIDROOM NUMBER ROOM NAME Area FLOOR BASE WAINSCOT WALL CEILING SOFFIT

CEILINGHEIGHT REMARKS

FIRST FLOOR PLAN - BASE BID101 VESTIBULE 398 SF VCT RB - GWB/P GWB/P 10'-0"102 LOBBY 1212 SF VCT RB - GWB/P ACST 10'-0" / 11'-0" PAINTING GWB SOFFIT103 CORRIDOR 998 SF VCT RB - CMU ACST 8'-6" COORD. DECORATIVE CMU W/ INTERIOR ELEVATIONS104 CORRIDOR 570 SF VCT RB - CMU ACST 8'-6" COORD. DECORATIVE CMU W/ INTERIOR ELEVATIONS105 CORRIDOR 1252 SF VCT RB - CMU ACST 8'-6" COORD. DECORATIVE CMU W/ INTERIOR ELEVATIONS, PAINTED GYP SOFFIT106 CORRIDOR 536 SF VCT RB - CMU ACST 8'-6" COORD. DECORATIVE CMU W/ INTERIOR ELEVATIONS, PAINT, GYP SOFFIT, PAINT CMU AT ALCOVE/WATER

COOLERS107 CORRIDOR 700 SF VCT RB - CMU ACST 8'-6" COORD. DECORATIVE CMU W/ INTERIOR ELEVATIONS, PAINT, GYP SOFFIT, PAINT CMU AT ALCOVE/WATER

COOLERS108 CORRIDOR 223 SF SC RB - CMU/P ACST 8'-6" PAINT CONCRETE AT ARMS VAULT ADJACENCY109 RETENTION OFFICE 104 SF CPT RB - GWB/P ACST 9'-0"110 FAM. READ. OFFICE 201 SF CPT RB - GWB/P ACST 9'-0"111 LACTATION 87 SF PT PT - GWB/P GWB/P 8'-0" ALT BID 2 - WAINSCOT - PT TO 48" HIGH112 BASIC LOCKER ROOM 171 SF VCT RB - GWB/CMU/P ACST 9'-0"113 GENERAL OFFICE 2172 SF CPT RB - GWB/P ACST 10'-0"114 RANKED OFFICE 152 SF CPT RB - GWB/P ACST 10'-0115 RANKED OFFICE 145 SF CPT RB - GWB/P ACST 10'-0116 BREAK ROOM 317 SF VCT RB - GWB/P ACST 10'-0"117 ADMIN WOMENS T 54 SF PT PT - CMU/P GWP/P 8'-0" ALT BID 2 - WAINSCOT - PT TO 48" HIGH118 ADMIN MENS T 55 SF PT PT - CMU/P GWP/P 8'-0" ALT BID 2 - WAINSCOT - PT TO 48" HIGH119 ARM VAULT 564 SF SC - - CONC/P CONC/P 8'-0"120 HEATED STORAGE 2155 SF SC - - CMU/P EXP/P 15' - 2" CH PAINT CONCRETE AT ARMS VAULT ADJACENCY121 VAULT OFFICE 271 SF SC RB - GWB/P ACST 9'-0"122 TRASH / RECYCLING 152 SF SC RB - CMU/P ACST 8'-6"123 UNHEATED STORAGE 3635 SF SC - - CMU/P EXP/P 15' - 2"124 FACILITY MAIN. STOR. 358 SF SC - - CMU/P EXP/P 15'-2"124E ELEC RM 131 SF SC - - CMU/P EXP/P 15'-2"125 MECH / ELEC 1108 SF SC - - GYP/CMU/P EXP/P 15'-2"126 CLASSROOM 823 SF VCT RB - GWB/CMU/P ACST 10' - 0"127 CLASSROOM 815 SF VCT RB - GWB/CMU/P ACST 10' - 0"128 LEARNING CENTER 490 SF VCT RB - GWB/CMU/P ACST 10'-0"129 CONTROLLED WASTE 330 SF EPX EPX - CMU/P EXP/P 15'-2" CAST 8" HIGH MONOLITHIC CURB TO RECEIVE MONOLITHIC EPOXY FLOOR FINISH.130 FLAMABLE STORAGE 110 SF SC - - CMU/P EXP/P 15'-2"131 STORAGE 284 SF SC - - CMU/P ACST 9'-0"133 WOMENS LOCKER 711 SF PT RB - CMU/P ACST 10'-4"134 WOMENS SHOWER 218 SF PT PT - PT GWP/P 8'-0" PT ON WALLS FROM FLOOR TO CEILING135 WOMENS TOILET 300 SF PT PT - CMU/P GWP/P 10'-0" ALT BID 2 - WAINSCOT - PT TO 72" HIGH136 MENS SHOWER 218 SF PT PT - PT GWP/P 8'-0" PT ON WALLS FROM FLOOR TO CEILING137 MENS LOCKER 714 SF PT RB - CMU/P ACST 10'-4"138 MENS TOILET 300 SF PT PT - CMU/P GWP/P 10'-0" ALT BID 2 - WAINSCOT - PT TO 72" HIGH139 J. CLOSET 97 SF SC - - CMU/P ACST 10'-0"140 BEVERAGE ROOM 157 SF QT QT QT CMU/P ACST 10'-0 4'-0" WAINSCOT141 KITCHEN 612 SF QT QT QT CMU/P ACST 10'-0" 4'-0" WAINSCOT142 TABLE & CHAIR STOR. 286 SF SC - FRP GWB/CMU/P ACST 10'-0" 4'-0" FRP WAINSCOT143 IT 249 SF SC - - GWB/CMU/P ACST 10'-0144 MP TRAINING 1135 SF POL.CONC. RB - GWB/P ACST 10'-0" POLISHED CONCRETE145 ASSEMBLY HALL 5324 SF POL.CONC. RB - CMU/P EXP/P 24'-0" POLISHED CONCRETE146 VESTIBULE 64 SF VCT RB - CMU ACST 8'-6"147 VESTIBULE 78 SF VCT RB - CMU ACST 8'-6"148 VESTIBULE 64 SF VCT RB - CMU ACST 8'-6"

KEY PLANSCALE: N.T.S.

PROJECTNORTH

BASE BID ALT BID

ROOM FINISH SCHEDULE - ALT BIDROOM NUMBER ROOM NAME Area FLOOR BASE WAINSCOT WALL CEILING SOFFIT

CEILINGHEIGHT REMARKS

FIRST FLOOR PLAN - BASE BID147 OFFICE 109 SF SC - - CMU/P ACST 8'-6"148 TOOLS 228 SF SC - - CMU/P ACST 8'-6"149 SUPPLY 223 SF SC - - CMU/P ACST 8'-6"150 GENERAL PURPOSE WORK BAY 2580 SF SC - - CMU/P EXP/P 24'-0"

2

3635 SF

UNHEATED STORAGE123

2155 SF

HEATED STORAGE120

249 SF

IT143

358 SF

FACILITY MAIN. STOR.124

284 SF

STORAGE131

711 SF

WOMENS LOCKER133

714 SF

MENS LOCKER137

300 SF

MENS TOILET138

300 SF

WOMENS TOILET135

564 SF

ARM VAULT119

1135 SF

MP TRAINING144

286 SF

TABLE & CHAIR STOR.142

1108 SF

MECH / ELEC125

330 SF

CONTROLLED WASTE129 110 SF

FLAMABLE STORAGE130

1252 SF

CORRIDOR105

271 SF

VAULT OFFICE121 152 SF

TRASH / RECYCLING122

87 SF

LACTATION111

201 SF

FAM. READ. OFFICE110

104 SF

RETENTION OFFICE109

2172 SF

GENERAL OFFICE113

152 SF

RANKED OFFICE114

145 SF

RANKED OFFICE115

317 SF

BREAK ROOM116

1212 SF

LOBBY102

398 SF

VESTIBULE101

536 SF

CORRIDOR106

78 SF

VESTIBULE147

490 SF

LEARNING CENTER128

64 SF

VESTIBULE146

998 SF

CORRIDOR103

570 SF

CORRIDOR104

223 SF

CORRIDOR108

171 SF

BASIC LOCKER ROOM112

A-6121

A-6122

A-6131

700 SF

CORRIDOR107

A-6141

A-6142

A-6151

A-6152

A-6161

A-6162

A-6172

A-6171

A-6181

A-6182

A-6201

A-6202

A-6192

A-6221

A-6211

WALK-OFF MAT6'x10'

WALK-OFF MAT6'x10'

WALK-OFF MAT4'x6'

WALK-OFF MAT4'x6'

WALK-OFF MAT4'x6'

WALK-OFF MAT4'x6'

WALK-OFF MAT4'x6'

WALK-OFF MAT4'x6'

A-6231

A-6232

64 SF

VESTIBULE148

A-6143

A-6241

A-6242

A-6251

A-6252

A-6261

A-6271

A-6281

218 SF

MENS SHOWER136

218 SF

WOMENS SHOWER134

SS1

SS1

SS1

SS1

SS1

SS1 SS1 SS1 SS1 SS1 SS1

3" ALIGN,TYP

3"

SC

CPT1

GENERAL PURPOSE WORKBAY

(GPWB)

ALTERNATEBID GC NO. 5



54 SFADMIN WOMENS T

55 SFADMIN MENS T

VCT3

VCT1

612 SF

KITCHEN141

157 SF

BEVERAGE ROOM140

823 SF

CLASSROOM126

815 SF

CLASSROOM127

VCT2

VCT2 VCT2

VCT3 VCT3

VCT2

PT2

PT2

PT1

PT1

PT1

PT1

PA5

PA4 PA4 PA4

TEACHING WALL

TEACHING WALL

TEACHING WALL

PA5

Q2

Q2

VCT3

VCT3

VCT3

PA5

PA4

PA4

PA4

PA4

PA4

PA4

5324 SF

ASSEMBLY HALL145

CMU8

CMU8

CMU8

CMU8

CMU8

CMU8

CMU6

CMU6

CMU6

CMU6

CMU9

POL.CONC.

SC

SC

SC

SC

POL.CONC.

SC

131 SF

ELEC RM124E

FINISH LEGEND:ACST = ACOUSTICAL CEILING TILECMU/P = CONCRETE MASONRY UNITS / PAINTED

CPT = CARPET (TILE)PT = PORCELAIN TILEEXP = EXPOSED PAINTED STRUCTUREGWB/P = GYPSUM WALLBOARD / PAINTED

PT = PORCELAIN TILEQT = QUARRY TILE

FLOOR FINISH LEGEND:

P = PAINT CPT1 = CARPET (TILE)MOHAWK -LEARN & LIVE COLLECTIONSIDE STRIPE GT419/QL419859 FRANKLIN

SC = SEALED CONCRETE

QT = QUARRY TILEDALTILE QUARRY TEXTURESASHEN FLASH 0T046" x 6" FLOOR TILE & ACCENT WALL TILE GROUT: MAPEI #02 PEWTER, 3/8" JOINT

VCT1 = VINYL TILETARKETT1314 WHITE/GREYSIZE: 12" X 12"

RB = RESILIENT BASESC = SEALED CONCRETEVCT = VINYL COMPOSITE TILE

CMU = CONCRETE MASONRY UNITS

FINISH LEGEND:

PA = SW 6300 BURGUNDYACCENT COLOR LRV 7.2%

PA = SW 6001 GRAYISHLRV 60 %

PA = SW 7757 HIGH REFLECTIVE WHITEOPEN CEILINGSLRV 93%

PA = SW 9166 DRIFT OF MISTLRV 69%

PA = SW 6258 TRICORN BLACKLRV 3 %

WD1 - PLAIN SLICED WHITE MAPLEWD1

PT - TILEDAL-TILE '' IRONCRAFT12" X 24" FLOOR / WALL TILE - FIELD TILECASPER GREY IC12 UNPOLISHEDGROUT: MAPEI #27 SILVER, 1/8" JOINT

PA1

PA2

PA3

PA5

PA6

SC

VCT1

CPT1

PT - TILEDAL-TILE 'IRONCRAFT'12" X 24" FLOOR / WALL TILE - ACCENT BANDRUSTED BRONZE IC14 UNPOLISHEDGROUT: MAPEI #79 COCOA, 1/8" JOINT

PT1

PT2

SS - CORIANSOLID SURFACEARCTIC ICE

SS1

QT2 = QUARRY TILE DALTILE QUARRY TEXTURESASHEN GRAY 0T03 6" X 6" - WALL TILE,ASHEN GRAY Q-35655" x 6" COVE BASE,ASHEN GRAY QB-35651" x 5" COVE BASE INSIDE CORNER,ASHEN GRAY QCR-L-3565 5" x 6" COVE BASE OUTCORNER,ASHEN GRAY Q-1665 6"X6" BULLNOSE,GROUT: MAPEI #02 PEWTER, 3/8" JOINT

QT2

RB1 - WALL BASE, TOELESSJOHNSONITE TRADITIONAL WALL BASE TA5COLONIAL GREY CG

RB1

L = PENCO LOCKERSCOLOR: 736 BURGUNDY

B = BENCH SEATHARDWOOD WITH CLEAR LAQUER

B1

B = BENCH BASEPENCOSTANDARD 028 GRAY

B2

L1

CMU5 - EP HENRY GROUND-FACE BLOCKCOLOR: DB26SGFGROUT: ARGOS COLOR: WHITE

CMU6

CMU5

CMU6 - EP HENRY GROUND-FACE BLOCKCOLOR: DB1GFGROUT: ARGOS COLOR: WHITE

TP - SCRANTON TOILET PARTITIONSCOLOR: BLACKFINIHS: ROTARY BRUSHED

TP1

PA = SW 6425 RELENTLESS OLIVEACCENT COLORLRV 16%

PA4 PT - TILEDAL-TILE 'IRONCRAFT'6" X 12" - COVE BASE P36C9T, 1" x 6" - COVE BASE OUTCORNER PC36C9T (BASE BID)12" X 24" ACCENT BASE BAND (ALT BID)COLOR: SABLE BLACK IC15 UNPOLISHEDGROUT: MAPEI #47 CHARCOAL, 1/8" JOINT

PT3

VCT2 = VINYL TILETARKETT1374 CHARCOALSIZE: 12" X 12"

VCT1

VCT2

PL - PLASTIC LAMINATEWILSONART7909 FUSION MAPLE

PL1

PL = PLASTIC LAMINATEWILSONART4943 CLASSIC LINEN

PL2

SHLUTER -RENO-RAMP/-K

LINETYPE INDICATES WALL TILE DIRECTLY ON CMU TO 6" ABOVE CEILING, TYP.

RB2 - WALL BASE, TOELESSJOHNSONITE TRADITIONAL WALL BASE 40BLACK B

RB2

QT1

DIRECTION OF CARPET TILEPATTERN: VERTICAL ASHLARSIZE: 24" X 24" CARPET TILE,SEE FINISH PLAN FOR DIRECTION OF CARPET TILES

VCT3 = VINYL TILETARKETT1324 COOL GRAYSIZE: 12" X 12"

VCT3

CMU7CMU7 - EP HENRY GROUND-FACE BLOCKCOLOR: DB29GFGROUT: ARGOS COLOR: WHITE



POL.CONC. = POLISHED CONCRETECONC/P = CONCRETE PAINTEDEPX = EPOXY FLOOR FINISH

POL.CONC. = POLISHED CONCRETEPOL.CONC.

FRP = FIBER REINFORCED PANEL

ARNG PROJECT #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Patr

ick

S. S

eiw

ell |

AIA

, NCA

RB, L

EED

AP

NJ L

ic 21

AI01

6110

00, P

A Lic

RA4

0378

3N

Y Lic

031

550-

1

Hany Y. Salib | AIA, NCARBNY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

New Jersey200 Franklin Square DriveSuite 402Somerset, NJ 08873T: 732 560 7900

Patrick S. Seiwell | AIA, NCARB, LEED APNY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED APNY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E

www.drgaia.com

New York31-00 47th Avenue3rd FloorLong Island City, NY 11101T: 212.960.8514

D:\Revit Local 2018\1948-RC_Central_2020_drgaia.rvt

FIRST FLOOR FINISH PLAN

VR

PSS09/04/2018

BID SET

07/02/2021

NATIONAL GUARD READINESS CENTER

DEPARTMENT OF MILITARY ANDVETERANS AFFAIRS

85478/34012

LAKEHURST NATIONAL GUARDREADINESS CENTER

1948

A-611

2 08-18-2021 REVISED FINISHES

PINEHURST ROAD ROUTE 539

PO BOX 340

LAKEHURST, NJ 08759

TRENTON NJ, 08625

KEY PLANSCALE: N.T.S.

PROJECTNORTH

BASE BID ALT BID

SCALE: 3/32" = 1'-0"A-6111 FIRST FLOOR FINISH PLAN

2