13-Project Manual -ASC Generator Procurement and Istallation.pdf

Harris Health ASC Generator Procurement and Installation

Project Manual

ISSUED FOR CONSTRUCTION

June 20, 2025

Project scope includes adding whole-building emergency power backup including new generators and associated electrical gear, natural gas service to generators, and new generator yard enclosures with associated site work and security at the following Harris Health clinics. Generators and automatic transfer switches will be furnished by

Harris Health for Contractor installation:

Aldine Health Center – 4755 Aldine Mail Route Road, Houston, TX

Gulfgate Health Center – 7550 Office City Drive, Houston, TX

Martin Luther King Jr. (MLK) Health Center – 3550 Swingle Road, Houston, TX

El Franco Lee Health Center – 8901 Boone Road, Houston, TX

Smith Seckman Reid, Inc.

900 Threadneedle Street, Suite 600, Houston, TX 77079

(713) 353-2962 Texas Registration Firm Number F-002874

SSR #24230610

Harris Health System

ASC Generator

June 20, 2025 SSR Project 24230610

Houston, Texas

SEALS PAGE 00 01 07 - 1

DOCUMENT 00 01 07 – PROFESSIONAL SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

ARCHITECT

H2B, INC.

Kristina Sinclair, AIA

1225 North Loop West, Suite 800

HOUSTON, TEXAS 77008

ELECTRICAL ENGINEER

SMITH SECKMAN REID, INC.

Michael Riggs

900 Threadneedle St, SUITE 600

HOUSTON, TEXAS 77079

PLUMBING ENGINEER

SUSAN Kramer

TECHNOLOGY

Josh Kelly

06/20/2025

06/26/2025

SIGNED:06/25/2025

FO T EE XTA AT SS

SUSAN A. KRAMER

67040

06/26/2025

Harris Health System

ASC Generator

June 20, 2025 SSR Project 24230610

Houston, Texas

SEALS PAGE 00 01 07 - 2

CIVIL ENGINEER

Frank Espinal, P.E.

STRUCTURAL ENGINEER

Greg Gordon, S.E., P.E.

FRANCISCO A. ESPINAL, JR.

137938

06/25/2025

Harris Health ASC Clinics Emergency Power

Issued for Construction

Issue Date: 06/20/2025

00 00 00 - 1 TABLE OF CONTENTS

TABLE OF CONTENTS

DIVISION 02 -EXISTING CONDITIONS

02 41 19 SF SELECTIVE DEMOLITION

DIVISION 03- CONCRETE

03 30 00 SF CAST-IN PLACE CONCRETE

DIVISION 04- MASONRY

04 20 00 SF UNIT MASONRY

04 72 00 SF CAST STONE MASONRY

DIVISION 05- METALS

05 50 00 SF METAL FABRICATIONS

05 51 00 SF METAL STAIRS

05 52 13 SF PIPE AND TUBE RAILINGS

05 53 00 SF METAL GRATINGS

DIVISION 07- THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08- OPENINGS

08 11 19 STAINLESS STEEL DOORS AND FRAME

08 71 00 DOOR HARDWARE

DIVISION 09 – FINISHES

09 91 13 EXTERIOR PAINTING

DIVISION 22 - PLUMBING

22 11 20 FACILITY NATURAL GAS PIPING

00 00 00 - 2 TABLE OF CONTENTS

DIVISION 26 - ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33.13 CONDUIT FOR ELECTRICAL SYSTEMS

26 05 33.16 BOXES FOR ELECTRICAL SYSTEMS

26 05 33.23 SURFACE RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 60 LOW VOLTAGE SYSTEM ROUGH-IN REQUIREMENTS

26 05 73 POWER SYSTEM ANALYSIS

26 05 83 WIRING CONNECTIONS

26 09 23 LIGHTING CONTROL DEVICES

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 32 13 ENGINE GENERATORS

26 36 00 TRANSFER SWITCHES

26 43 13 LOW VOLTAGE AC SURGE PROTECTION DEVICES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 00 COMMON WORK RESULTS

27 05 26 GROUNDING AND BONDING

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

27 16 00 COMMUNICATIONS CONNECTING CORDS, DEVICES AND

ADAPTORS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL AND SURVEILLANCE SYSTEMS

DIVISION 31- EARTHWORK

00 00 00 - 3 TABLE OF CONTENTS

31 20 00 SF EARTH MOVING

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 13 13 SF CONCRETE PAVING

DIVISION 33 – UTILITIES

33 40 00 SF STORM SEWER UTITILIES

34 46 23 SF MODULAR STORMWATER DETENTION SYSTEM

Harris Health ASC Clinics Emergency Power Issued for Construction

024119 - 1 SELECTIVE DEMOLITION

SECTION 024119

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

2. Salvage of existing items to be reused or recycled.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner.

C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at location specified by Harris Health.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician.

B. Predemolition Photographs or Video: Submit before Work begins.

C. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.5 CLOSEOUT SUBMITTALS

A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

024119 - 2 SELECTIVE DEMOLITION

1.7 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

1. Before selective demolition, Owner will remove the following items:

a. Storage containers

b. Movable trees

c. Vehicles

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Hazardous Materials: Hazardous materials are present in buildings and structures to be selectively demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present.

1. Hazardous material remediation is specified elsewhere in the Contract Documents.

2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

F. Storage or sale of removed items or materials on-site is not permitted.

G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.8 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.

024119 - 3 SELECTIVE DEMOLITION

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

D. Survey of Existing Conditions: Record existing conditions by use of measured drawings and preconstruction photographs.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Notify owner at least 48 hrs in advance of any interruptions to existing services/systems.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off indicated utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

024119 - 4 SELECTIVE DEMOLITION

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material.

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Comply with requirements for access and protection specified in Section 015000 "Temporary Facilities and Controls."

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. Removed and Salvaged Items:

024119 - 5 SELECTIVE DEMOLITION

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

03 30 00 - 1 Cast-in-Place Concrete

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete formwork.

B. Floors and slabs on grade.

C. Concrete reinforcement.

D. Joint devices associated with concrete work.

E. Miscellaneous concrete elements, including equipment pads, equipment pits, light pole bases, flagpole bases, thrust blocks, and manholes.

F. Concrete curing.

1.02 RELATED REQUIREMENTS

A. Section 07 92 00 - Joint Sealants: Products and installation for sealants and joint fillers for saw cut joints and isolation joints in slabs.

B. Section 32 13 13 - Concrete Paving: Sidewalks, curbs and gutters.

1.03 PRICE AND PAYMENT PROCEDURES

A. Cast-in-place concrete work will be paid for by the unit price method.

B. See Section 01 22 00 - Unit Prices for additional unit price requirements.

C. Concrete - Slab-on-Fill or Slab-on-Grade: Includes formwork, reinforcement, concrete, placement accessories, consolidating and leveling, troweling, and curing. Measurement by:

1. Square foot (meter).

2. Cubic yard (meter).

D. Concrete - Miscellaneous Locations: Includes formwork, reinforcement, concrete, placement accessories, consolidating, and curing. Measurement by:

1. Square foot (meter).

2. Cubic yard (meter).

E. Concrete - Grouting: Includes preparation of substrate, grout, placement, consolidating, troweling, and curing. Measurement by the cubic yard (meter).

F. Construction Joint Devices: Includes component, accessories, and installation. Measurement by the linear foot (meter).

1.04 REFERENCE STANDARDS

A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials.

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete.

C. ACI 301 - Specifications for Structural Concrete.

D. ACI 302.1R - Guide for Concrete Floor and Slab Construction.

E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete.

F. ACI 305R - Hot Weather Concreting.

G. ACI 306R - Cold Weather Concreting.

H. ACI 308R - Guide to Curing Concrete.

I. ACI 318 - Building Code Requirements for Structural Concrete and Commentary.

J. ACI 347R - Guide to Formwork for Concrete.

03 30 00 - 2 Cast-in-Place Concrete

K. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

L. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement.

M. ASTM A775/A775M - Standard Specification for Epoxy-Coated Steel Reinforcing Bars.

N. ASTM A884/A884M - Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement.

O. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.

P. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete.

Q. ASTM C33/C33M - Standard Specification for Concrete Aggregates.

R. ASTM C348 - Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars.

S. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

T. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete.

U. ASTM C476 - Standard Specification for Grout for Masonry.

V. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete.

W. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens).

X. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete.

Y. ASTM C150/C150M - Standard Specification for Portland Cement.

Z. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete.

AA. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

BB. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete.

CC. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

DD. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete.

EE. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete.

FF. ASTM C579 - Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.

GG. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete.

HH. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing.

II. ASTM C827/C827M - Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures.

JJ. ASTM C845/C845M - Standard Specification for Expansive Hydraulic Cement.

KK. ASTM C881/C881M - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete.

LL. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete.

03 30 00 - 3 Cast-in-Place Concrete

MM. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete.

NN. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink).

OO. ASTM C1116/C1116M - Standard Specification for Fiber-Reinforced Concrete.

PP. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures.

QQ. ASTM C1311 - Standard Specification for Solvent Release Sealants.

RR. ASTM C1315 - Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete.

SS. ASTM C1582/C1582M - Standard Specification for Admixtures to Inhibit Chloride-Induced Corrosion of Reinforcing Steel in Concrete.

TT. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete.

UU. ASTM C1708/C1708M - Standard Test Methods for Self-leveling Mortars Containing Hydraulic Cements.

VV. ASTM D471 - Standard Test Method for Rubber Property--Effect of Liquids.

WW. ASTM D695 - Standard Test Method for Compressive Properties of Rigid Plastics.

XX. ASTM D8139 - Standard Specification for Semi-Rigid, Closed-Cell Polypropylene Foam, Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction.

YY. ASTM D994/D994M - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type).

ZZ. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types).

AAA. ASTM D1752 - Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction.

BBB. ASTM D2103 - Standard Specification for Polyethylene Film and Sheeting.

CCC. ASTM D3963/D3963M - Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars.

DDD. ASTM E11 - Standard Specification for Woven Wire Test Sieve Cloth and Test Sieves.

EEE. ASTM E154/E154M - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover.

FFF. ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers.

GGG. ASTM E1155M - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers (Metric).

HHH. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs.

III. ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs.

JJJ. ASTM E1993/E1993M - Standard Specification for Bituminous Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs.

KKK. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials.

LLL. COE CRD-C 48 - Method of Test for Water Permeability of Concrete.

MMM. COE CRD-C 513 - COE Specifications for Rubber Waterstops.

NNN. COE CRD-C 572 - Corps of Engineers Specifications for Polyvinylchloride Waterstop.

03 30 00 - 4 Cast-in-Place Concrete

OOO. ICC-ES AC380 - Acceptance Criteria for Termite Physical Barrier Systems.

PPP. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation.

QQQ. NSF 61 - Drinking Water System Components - Health Effects.

RRR. NSF 372 - Drinking Water System Components - Lead Content.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.

B. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.

1. For curing compounds, provide data on method of removal in the event of incompatibility with floor covering adhesives.

2. For chemical-resistant waterstops, provide data on ASTM D471 test results.

C. Mix Design: Submit proposed concrete mix design.

1. Indicate proposed mix design complies with requirements of ACI 301, Section 4 - Concrete Mixtures.

2. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5 - Concrete Quality, Mixing and Placing.

D. Verification Samples: Submit sample chips of specified colors indicating pigment numbers and required dosage rates, for subsequent comparison to installed concrete.

E. Samples: Submit samples of underslab vapor retarder to be used.

F. Samples: Submit two, 12 inch (305 mm) long samples of waterstops and construction joint devices.

G. Test Reports: Submit report for each test or series of tests specified.

H. Test Reports: Submit termite-resistant sheet manufacturer's summary of independent laboratory and field testing for effectiveness in subterranean termite exclusion.

I. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction.

J. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work.

K. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.

L. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement.

M. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork.

1.06 QUALITY ASSURANCE

A. Perform work within tolerances and inspections with ACI 117, “Specifications of Tolerances for Concrete Construction and Materials” for formwork and reinforcement.

B. Perform work of this section in accordance with ACI 301 and ACI 318.

1. Maintain one copy of each document on site.

C. Follow recommendations of ACI 305R when concreting during hot weather.

D. Follow recommendations of ACI 306R when concreting during cold weather.

E. For slabs required to include moisture vapor reducing admixture (MVRA), do not proceed with placement unless manufacturer's representative is present for every day of placement.

1.07 MOCK-UP - NA

1.08 WARRANTY

A. See Section 01 78 00 - Closeout Submittals for additional warranty requirements.

03 30 00 - 5 Cast-in-Place Concrete

B. Slabs with Moisture Vapor Reducing Admixture (MVRA): Provide warranty to cover cost of flooring failures due to moisture migration from slabs for life of the concrete.

1. Include cost of repair or removal of failed flooring, placement of topical moisture remediation system, and replacement of flooring with comparable flooring system.

2. Provide warranty by manufacturer of MVRA matching terms of flooring adhesive or primer manufacturer's material defect warranty.

C. Moisture Emission-Reducing Curing and Sealing Compound, Membrane-Forming: Provide warranty to cover cost of flooring delamination failures for 10 years.

1. Include cost of repair or removal of failed flooring, remediation with a moisture vapor impermeable surface coating, and replacement of flooring with comparable flooring system.

D. Moisture Emission-Reducing Curing and Sealing Compound, Penetrating: Provide non-prorated warranty to cover cost of flooring delamination failures for 20 years.

1. Include cost of repair or removal of failed flooring, remediation with a moisture vapor impermeable surface coating, and replacement of flooring with comparable flooring system.

E. Termite-Resistant Vapor Barrier Sheet: Provide five year manufacturer's limited warranty.

PART 2 PRODUCTS

2.01 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI 347R to provide formwork that will produce concrete complying with tolerances of ACI 117.

B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide continuous, true, smooth, stain-free final appearance. Furnish in largest practicable sizes to minimize number of joints.

2. Earth Cuts: Do not use earth cuts as forms for vertical surfaces.

3. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

4. Form Ties: Cone snap type that will leave no metal within 1-1/2 inches (38 mm) of concrete surface.

2.02 REINFORCEMENT MATERIALS

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi) (420 MPa).

1. Type: Deformed billet-steel bars.

2. Finish: Unfinished, unless otherwise indicated.

B. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gauge, 0.0508 inch (1.29 mm).

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

3. Provide stainless steel, galvanized, plastic, or plastic coated steel components for placement within 1-1/2 inches (38 mm) of weathering surfaces.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type.

1. Acquire cement for entire project from same source.

B. Blended, Expansive Hydraulic Cement: ASTM C845/C845M, Type K.

1. Manufacturers:

a. CTS Cement Manufacturing Corporation; Type K Cement: www.ctscement.com/#sle.

b. Euclid Chemical Company; EUCON MSA: www.euclidchemical.com/#sle.

c. Approved equivalent.

d. Substitutions: See Section 01 60 00 - Product Requirements.

03 30 00 - 6 Cast-in-Place Concrete

C. Fine and Coarse Aggregates: ASTM C33/C33M.

1. Acquire aggregates for entire project from same source.

D. Lightweight Aggregate: ASTM C330/C330M.

E. Fly Ash: ASTM C618, Class C or F.

F. Calcined Pozzolan: ASTM C618, Class N.

G. Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1.

H. Color Additives: Pure, concentrated mineral pigments specifically intended for mixing into concrete and complying with ASTM C979/C979M.

1. Concentration: Base dosage rates on weight of Portland cement, fly ash, silica fume, and other cementitious materials but not aggregate or sand.

2. Packaging: If pigments are to be added to mix at site, furnish pigments in premeasured disintegrating bags to minimize job site waste.

3. Color(s): As indicated on drawings and to match existing building.

4. Manufacturers:

a. BRICKFORM; BRICKFORM Liquid Integral Color: www.brickform.com/#sle.

b. Butterfield Color; _______: www.butterfieldcolor.com/#sle.

c. Davis Colors; ____: www.daviscolors.com/#sle.

d. Euclid Chemical Company; COLOR-CRETE: www.euclidchemical.com/#sle.

e. Lambert Corporation; _______: www.lambertusa.com/#sle.

f. L.M. Scofield Company; CHROMIX® Admixtures for Color-Conditioned® Concrete: www.scofield.com/#sle.

g. L.M. Scofield Company; SOLACHROME® Integral Coloring Treatment for High-SR Concrete: www.scofield.com/#sle.

h. Master Builders Solutions by BASF; MasterColor: www.master-builders-solutions.basf.us/en-us/#sle.

i. Solomon Colors; Solomon ColorFlo Liquid Colors: www.solomoncolors.com/#sle.

j. Approved equivalent.

k. Substitutions: See Section 01 60 00 - Product Requirements.

I. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete.

2.04 ADMIXTURES

A. Chemical Admixture:

1. Manufacturers:

a. Approved equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

C. Air Entrainment Admixture: ASTM C260/C260M.

1. Manufacturers:

a. Approved equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

D. High Range Water Reducing and Retarding Admixture: ASTM C494/C494M Type G.

1. Manufacturers:

a. Approved Equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

E. High Range Water Reducing Admixture: ASTM C494/C494M Type F.

1. Manufacturers:

a. Euclid Chemical Company; PLASTOL 6420: www.euclidchemical.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

03 30 00 - 7 Cast-in-Place Concrete

F. Water Reducing and Accelerating Admixture: ASTM C494/C494M Type E.

1. Manufacturers:

a. Euclid Chemical Company; ACCELGUARD 80: www.euclidchemical.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

G. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.

1. Provide pigmented type, with ASTM C979/C979M inorganic pigments.

2. Manufacturers:

a. Approved equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

H. Accelerating Admixture: ASTM C494/C494M Type C.

1. Manufacturers:

a. W. R. Meadows, Inc; Hydraset: www.wrmeadows.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

I. Retarding Admixture: ASTM C494/C494M Type B.

1. Manufacturers:

a. Approved equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

J. Water Reducing Admixture: ASTM C494/C494M Type A.

1. Manufacturers:

a. Euclid Chemical Company; EUCON NW: www.euclidchemical.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

K. Shrinkage Reducing Admixture:

1. ASTM C494/C494M, Type S.

2. Manufacturers:

a. Euclid Chemical Company; Eucon SRA Floor: www.euclidchemical.com/#sle.

b. Euclid Chemical Company; Eucon SRA-XT: www.euclidchemical.com/#sle.

c. GCP Applied Technologies; Eclipse Floor 200: www.gcpat.com/#sle.

d. GCP Applied Technologies; Eclipse 4500: www.gcpat.com/#sle.

e. Approved equivalent.

f. Substitutions: See Section 01 60 00 - Product Requirements.

L. Shrinkage Compensating Admixture: For on site production of concrete with ASTM C845/C845M, Type K cement.

1. Manufacturers:

a. CTS Cement Manufacturing Corporation; Komponent: www.ctscement.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

M. Shrinkage Compensating Admixture with Fiber Reinforcement: For on site production of concrete with ASTM C845/C845M, Type K cement with integral fiber reinforcement.

1. Manufacturers:

a. CTS Cement Manufacturing Corporation; System K: www.ctscement.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

N. Corrosion Inhibiting Admixture:

1. ASTM C494/C494M, Type C.

2. ASTM C1582/C1582M.

3. Manufacturers:

a. Euclid Chemical Company; EUCON CIA: www.euclidchemical.com/#sle.

03 30 00 - 8 Cast-in-Place Concrete

b. GCP Applied Technologies; DCI: www.gcpat.com/#sle.

c. GCP Applied Technologies; DCI S: www.gcpat.com/#sle.

d. Hycrete, Inc; X1000: www.hycrete.com/#sle.

e. Approved equivalent.

f. Substitutions: See Section 01 60 00 - Product Requirements.

O. Moisture Vapor Reducing Admixture (MVRA): Liquid, inorganic admixture free of volatile organic compounds (VOCs) and formulated to close capillary systems formed during curing to reduce moisture vapor emission and transmission with no adverse effect on concrete properties or finish flooring.

1. Provide admixture in slabs to receive adhesively applied flooring.

2. Manufacturers:

a. AVECS, LLC; PRO-ACT: www.avecs.build/#sle.

b. Barrier One, Inc; Barrier One Moisture Vapor Reduction Admixture: www.barrierone.com/#sle.

c. Hycrete, Inc; ______: www.hycrete.com/#sle.

d. ISE Logik Industries, Inc; MVRA 900: www.iselogik.com/#sle.

e. Specialty Products Group; Vapor Lock 20/20: www.spggogreen.com/#sle.

f. Approved equivalent.

g. Substitutions: See Section 01 60 00 - Product Requirements.

P. Waterproofing Admixture: Admixture formulated to reduce permeability to liquid water, with no adverse effect on concrete properties.

1. Admixture Composition: Crystalline, functioning by growth of crystals in capillary pores.

2. Admixture Composition: Hydrophobic polymer waterproofing and corrosion inhibitor, functioning by closing concrete pores and chemical bonding.

3. Permeability of Cured Concrete: No measurable leakage when tested in accordance with COE CRD-C 48 at 200 psi (1.38 MPa); provide test reports.

4. Potable Water Contact Approval: National Science Foundation (NSF) certification for use on structures holding potable water, based on testing in accordance with NSF 61 and NSF

5. Manufacturers:

a. Aquafin, Inc; _______: www.aquafin.net/#sle.

b. ConShield Technologies, Inc; Crystal X: www.conshield.com/#sle.

c. Euclid Chemical Company; Eucon Vandex AM-10: www.euclidchemical.com/#sle.

d. Hycrete, Inc; W500: www.hycrete.com/#sle.

e. Hycrete, Inc; W1000: www.hycrete.com/#sle.

f. ISE Logik Industries, Inc; CWPA 800: www.iselogik.com/#sle.

g. Kryton International, Inc; Krystol Internal Membrane (KIM): www.kryton.com/#sle.

h. The Penetron Group; PENETRON ADMIX SB: www.penetron.com/#sle.

i. PENETRON International, Ltd, distributed by GCP Applied Technologies;

PENETRON Admix: www.penetron.com/#sle and www.gcpat.com/#sle.

j. Specialty Products Group; Vapor Lock 20/21: www.spggogreen.com/#sle.

k. W. R. Meadows, Inc; ADI-CON CW Plus: www.wrmeadows.com/#sle.

l. Xypex Chemical Corporation; XYPEX Admix C-500: www.xypex.com/#sle.

m. Approved equivalent.

n. Substitutions: See Section 01 60 00 - Product Requirements.

Q. Waterproofing Admixture System: Admixture formulated to reduce permeability to liquid water, with no adverse effect on concrete properties; includes manufacturer-provided field services and performance warranty.

1. Potable Water Contact Approval: National Science Foundation (NSF) certification for use on structures holding potable water, based on testing in accordance with NSF 61 and NSF

2. Manufacturers:

03 30 00 - 9 Cast-in-Place Concrete

a. Hycrete, Inc; System W: www.hycrete.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

R. Integral Hardening Admixture: Dry powder added to concrete during batching.

1. Manufacturers:

a. Kryton International, Inc; HARD-CEM: www.kryton.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

2.05 ACCESSORY MATERIALS

A. Underslab Vapor Retarder:

1. Sheet Material: ASTM E1745, Class A; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Single ply polyethylene is prohibited.

2. Installation: Comply with ASTM E1643.

3. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.

4. Manufacturers:

a. Fortifiber Building Systems Group ; Moistop Ultra 10: www.fortifiber.com/#sle.

b. Fortifiber Building Systems Group: www.fortifiber.com/#sle.

c. Inteplast Group; Barrier-Bac VB-250: www.barrierbac.com/#sle.

d. Inteplast Group; Barrier-Bac VB-350: www.barrierbac.com/#sle.

e. ISI Building Products; Viper II Platinum 8-mil (Class A): www.viper2.com/#sle.

f. ISI Building Products; Viper VaporCheck II 15-mil (Class A): www.isibp.com/#sle.

g. ISI Building Products; Viper VaporCheck II 10-mil (Class A): www.isibp.com/#sle.

h. ISI Building Products; Viper VaporCheck II 10-mil (Class C): www.isibp.com/#sle.

i. Poly-America; Husky Yellow Guard ______ Vapor Barrier: www.yellowguard.com/#sle.

j. Stego Industries, LLC; ____: www.stegoindustries.com/#sle.

k. W. R. Meadows, Inc; PERMINATOR Class A - 15 mils (0.38 mm): www.wrmeadows.com/#sle.

l. W. R. Meadows, Inc; PERMINATOR Class A - 10 mils (0.25 mm): www.wrmeadows.com/#sle.

m. Approved equivalent.

n. Substitutions: See Section 01 60 00 - Product Requirements.

B. Termite-Resistant Vapor Barrier Sheet: Plastic sheet complying with ASTM E1745, Class C;

stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs, and for exclusion of subterranean termites.

1. Installation: Comply with ASTM E1643.

2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, prefabricated boots, etc., for sealing seams and penetrations.

3. Manufacturers:

a. Stego Industries, LLC; Pango Wrap with Pango Tape: www.stegoindustries.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

C. Termite-Excluding Underslab Barrier and Waterproofing Membrane: Composite sheet of polyethylene film, termite-excluding barrier sealant, and non-woven polypropylene fabric.

1. Total Thickness: 95 mils (0.095 inch) (2.4 mm).

2. Termite Resistance: 100 percent when tested in accordance with ICC-ES AC380.

3. Water Vapor Permeance: 0.03 perm (1.7 ng/(Pa s sq m)), maximum, when tested in accordance with ASTM E96/E96M.

03 30 00 - 10 Cast-in-Place Concrete

4. Accessory Products: Manufacturer's recommended flexible sealant tape, adhesive, mastic, etc., for sealing seams and penetrations.

5. Manufacturers:

a. Polyguard Barrier Systems, a division of Polyguard Products, Inc; TERM Underslab Barrier: www.polyguardbarriers.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

D. Insulated Underslab Vapor Retarder: Multi-layer product of high density closed-cell foam and high density polyethylene bubble sandwiched between outer layers of aluminum-reinforced polyethylene or equivalent, stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. The use of single ply polyethylene is prohibited.

1. Installation: Comply with ASTM E1643.

2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.

E. Underslab Waterproofing and Vapor Retarder: Semi-rigid bituminous membrane, seven-ply, complying with ASTM E1993/E1993M.

1. Composition: Weather-resistant coated, permanently bonded bituminous core board composed of an inner core, suspended and sealed within high melt point asphalt-impregnated felt, with glass mat liner and polyethylene anti-stick sheet.

2. Permeance: 0.002 perms (0.1 ng/(Pa s sq m)), maximum.

3. Tensile Strength: 140 pounds-force/inch (24.5 kN/m), minimum.

4. Puncture Resistance: 90 pounds-force (400 N), minimum, when tested in accordance with ASTM E154/E154M.

5. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.

6. Manufacturers:

a. W. R. Meadows, Inc; PRECON-Blindside/Underslab Membrane: www.wrmeadows.com/#sle.

b. W. R. Meadows, Inc; PREMOULDED MEMBRANE VAPOR SEAL with PLASMATIC CORE: www.wrmeadows.com/#sle.

c. Approved equivalent.

d. Substitutions: See Section 01 60 00 - Product Requirements.

F. Composite Underslab Vapor Retarder: Composite sheet of plastic film laminated with non-woven geotextile fabric and complying with ASTM E1745, Class A; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs.

1. Installation: Comply with ASTM E1643.

2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations.

3. Manufacturers:

a. Inteplast Group; Barrier-Bac VBC-350: www.barrierbac.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

G. Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents.

1. Grout: Comply with ASTM C1107/C1107M.

2. Height Change, Plastic State; when tested in accordance with ASTM C827/C827M:

a. Maximum: Plus 4 percent.

b. Minimum: Plus 1 percent.

3. Minimum Compressive Strength at 48 Hours, ASTM C109/C109M: 2,000 pounds per square inch (13.7 MPa).

4. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch (13.7 MPa).

03 30 00 - 11 Cast-in-Place Concrete

5. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch (48 MPa).

6. Minimum Compressive Strength at 28 Days: 7,000 pounds per square inch (48 MPa).

7. Products containing aluminum powder are not permitted.

8. Flowable Products:

a. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle.

b. Euclid Chemical Company; NS GROUT: www.euclidchemical.com/#sle.

c. Five Star Products, Inc; Five Star Fluid Grout 100: www.fivestarproducts.com/#sle.

d. Kaufman Products Inc; SureGrout: www.kaufmanproducts.net/#sle.

e. L&M Construction Chemicals, Inc, a subsidiary of Laticrete International, Inc;

DURAGROUT: www.laticrete.com/our-products/concrete-construction-chemicals/#sle.

f. The QUIKRETE Companies; QUIKRETE® Exterior Use Anchoring Cement: www.quikrete.com/#sle.

g. SpecChem, LLC; SC Precision Grout: www.specchemllc.com/#sle.

h. SpecChem, LLC; SpecRock: www.specchemllc.com/#sle.

i. W. R. Meadows, Inc; 588-10K: www.wrmeadows.com/#sle.

j. W. R. Meadows, Inc; 1428 HP: www.wrmeadows.com/#sle.

k. W. R. Meadows, Inc; CG-86: www.wrmeadows.com/#sle.

l. W. R. Meadows, Inc; Speed-E-Roc: www.wrmeadows.com/#sle.

m. Approved equivalent.

n. Substitutions: See Section 01 60 00 - Product Requirements.

9. Low-Slump, Dry Pack Products:

a. Euclid Chemical Company; DRY PACK GROUT: www.euclidchemical.com/#sle.

b. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle.

c. Five Star Products, Inc; Five Star Grout: www.fivestarproducts.com/#sle.

d. L&M Construction Chemicals, Inc, a subsidiary of Laticrete International, Inc;

Duragrout: www.lmcc.com/#sle.

e. The QUIKRETE Companies; QUIKRETE® FastSet™ Non-Shrink Grout: www.quikrete.com/#sle.

f. SpecChem, LLC; SC Multipurpose Grout: www.specchemllc.com/#sle.

g. W. R. Meadows, Inc; PAC-IT: www.wrmeadows.com/#sle.

h. Approved equivalent.

i. Substitutions: See Section 01 60 00 - Product Requirements.

H. Non-Shrink Epoxy Grout: Moisture-insensitive, two-part; consisting of epoxy resin, non-metallic aggregate, and activator.

1. Composition: High solids content material exhibiting positive expansion when tested in accordance with ASTM C827/C827M.

a. Maximum Height Change: Plus 4 percent.

b. Minimum Height Change: Plus 1 percent.

2. Minimum Compressive Strength at 7 days, ASTM C579: 12,000 pounds per square inch (82.7 MPa).

3. Minimum Compressive Strength at 7 days, ASTM D695: 12,000 pounds per square inch (82.7 MPa).

4. Manufacturers:

a. Euclid Chemical Company; E3-DEEP POUR: www.euclidchemical.com/#sle.

b. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle.

c. Five Star Products, Inc; Five Star DP Epoxy Grout: www.fivestarproducts.com/#sle.

d. Five Star Products, Inc; Five Star HP Epoxy Grout: www.fivestarproducts.com/#sle.

e. SpecChem, LLC; SpecPoxy Grout: www.specchemllc.com/#sle.

f. W. R. Meadows, Inc; REZI-WELD 3/2: www.wrmeadows.com/#sle.

g. Approved equivalent.

h. Substitutions: See Section 01 60 00 - Product Requirements.

03 30 00 - 12 Cast-in-Place Concrete

I. Termite-Resistant Barrier Sealant: Solvent-based; single component, non-sag, non-skinning, non-hardening, non-bleeding; vapor-impermeable; intended for fully concealed applications.

1. Termite Resistance: 100 percent when tested in accordance with ICC-ES AC380.

2. Manufacturers:

a. Polyguard Barrier Systems, Inc, a division of Polyguard Products, Inc; TERM Sealant Barrier: www.polyguardbarriers.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

J. Self-Leveling Cementitious Concrete Floor Topping:

1. Minimum Compressive Strength at 28 Days, ASTM C1708/C1708M: 7,000 pounds per square inch (48 MPa).

2. Manufacturers:

a. LATICRETE International, Inc; LATICRETE SUPERCAP SC650- MC: www.laticrete.com/#sle.

b. LATICRETE International, Inc; NXT Level SP: www.laticrete.com/#sle.

c. __________.

d. Substitutions: See Section 01 60 00 - Product Requirements.

K. Non-Shrink Epoxy Chocking Compound:

1. Manufacturers:

a. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle.

b. Kaufman Products Inc; K Pro HP Grout: www.kaufmanproducts.net/#sle.

c. Approved equivalent.

d. Substitutions: See Section 01 60 00 - Product Requirements.

2.06 BONDING AND JOINTING PRODUCTS

A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059/C1059M, Type II.

1. Manufacturers:

a. Euclid Chemical Company; AKKRO-7T: www.euclidchemical.com/#sle.

b. Kaufman Products Inc; SureBond: www.kaufmanproducts.net/#sle.

c. Kaufman Products Inc; SureWeld: www.kaufmanproducts.net/#sle.

d. SpecChem, LLC; Strong Bond Acrylic Bonder: www.specchemllc.com/#sle.

e. W. R. Meadows, Inc; ACRY-LOK-: www.wrmeadows.com/#sle.

f. __________.

g. Substitutions: See Section 01 60 00 - Product Requirements.

B. Epoxy Bonding System:

1. Complying with ASTM C881/C881M and of Type required for specific application.

2. Manufacturers:

a. Adhesives Technology Corporation; _______: www.atcepoxy.com/#sle.

b. Adhesives Technology Corporation; Crackbond LR-321 G, or Miracle Bond 1450: www.atcepoxy.com/#sle.

c. Euclid Chemical Company; DURAL FAST SET LV: www.euclidchemical.com/#sle.

d. Euclid Chemical Company; DURALFLEX GEL: www.euclidchemical.com/#sle.

e. Euclid Chemical Company; DURALFLEX LV: www.euclidchemical.com/#sle.

f. Euclid Chemical Company; DURAL 452 GEL, DURAL 452 LV, or DURAL 452 MV: www.euclidchemical.com/#sle.

g. Dayton Superior Corporation; _______: www.daytonsuperior.com/#sle.

h. Kaufman Products Inc; SurePoxy HM EPL: www.kaufmanproducts.net/#sle.

i. Kaufman Products Inc; SurePoxy HM Class B: www.kaufmanproducts.net/#sle.

j. Pecora; Dynapoxy Healer/Sealer: www.pecora.com/#sle.

k. Pecora; Dynapoxy Low-Mod Epoxy: www.pecora.com/#sle.

l. SpecChem, LLC; SpecPoxy 1000, SpecPoxy 2000, SpecPoxy 3000, or SpecPoxy 3000FS: www.specchemllc.com/#sle.

03 30 00 - 13 Cast-in-Place Concrete

m. W. R. Meadows, Inc; Rezi-Weld Gel Paste, Rezi-Weld Gel Paste State, Rezi-Weld 1000: www.wrmeadows.com/#sle.

n. Approved equivalent.

o. Substitutions: See Section 01 60 00 - Product Requirements.

C. Acetate Bonding Agent: Non-redispersable polyvinyl acetate.

1. Manufacturers:

a. Larsen Products Corp; Weldcrete: www.larsenproducts.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

D. Silane Hybrid Anchoring System:

1. Complying with ASTM C881/C881M and of Type required for specific application.

2. Manufacturers:

a. Adhesives Technology Corporation; _______: www.atcepoxy.com/#sle.

b. Approved equivalent.

c. Substitutions: See Section 01 60 00 - Product Requirements.

E. Waterproofing Admixture Slurry: Slurry coat of Portland cement, sand, and crystalline waterproofing additive, mixed with water in proportions recommended by manufacturer to achieve waterproofing at cold joints in concrete.

1. Manufacturers:

a. Aquafin, Inc; _______: www.aquafin.net/#sle.

b. W. R. Meadows, Inc; ADI-CON CW Plus: www.wrmeadows.com/#sle.

c. Xypex Chemical Corporation; XYPEX Concentrate: www.xypex.com/#sle.

d. Approved equivalent.

e. Substitutions: See Section 01 60 00 - Product Requirements.

F. Waterstops: Rubber, complying with COE CRD-C 513.

1. Configuration: As indicated on drawings.

2. Size: As indicated on drawings.

3. Manufacturers:

a. Approved equivalent.

b. Substitutions: See Section 01 60 00 - Product Requirements.

G. Waterstops: PVC, complying with COE CRD-C 572.

1. Configuration: As indicated on…