Attachment 4_FAKZ189019 Specs VOL 1.pdf

187th Fighter Wing, Dannelly Field, AL ANG, Montgomery, AL

F-35: Simulator Facility (FAKZ189019)

Technical Specifications for the

Date: 31 March 2021 Revised:

Job No: 18049 / FAKZ189019 Set No:

Submittal: B-3

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

VOLUME 1

F35 Simulator Facility 18049/FAKZ 189019 31 March 2021 187th Fighter Wing, Dannelly Field ANG Revised Type B-3 (100%) Submittal

TABLE OF CONTENTS 1

TABLE OF CONTENTS

The following general requirements specifications are incorporated into the project requirements by reference.

See CONSOLIDATED SPECIFICATIONS FOR: F-35 SIMULATOR FACILITY (FAKZ189019) & NEW BASE SUPPLY COMPLEX (FAKZ999088) for complete set of General Requirements Applicable to this project.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 PROJECT CONSOLIDATION & SEQUENCING

- CONSOLIDATION SCOPE DIAGRAM

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2101.01 GENERAL CONTINGENCY ALLOWANCE AUTHORIZATION 9

01 2300 BID OPTIONS 8

01 3000 ADMINISTRATIVE REQUIREMENTS 9

01 3001 SUBMITTALS

- AF FORM 66

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING

- FAKZ189019 SUSTAINABILITY SCORESHEET

- FAKZ999088 SUSTAINABILITY SCORESHEET

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 2

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 10

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

APPENDIX A – TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (ICD TECH SPEC FOR IC/ICS705)

VOLUME 1 – TECHNICAL SPECIFICATIONS - F-35 SIMULATOR FACILITY – FAKZ189019

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0102 PROJECT INFORMATION AND SUMMARY 9

TABLE OF CONTENTS 2

DIVISION 02 - EXISTING CONDITIONS

02 7110 FOUNDATION DRAINAGE SYSTEMS 7

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 29

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 14

04 4313 ADHERED MASONRY VENEER SYSTEM 11

04 7200 CAST STONE MASONRY 7

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 7

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 COLD-FORMED METAL FRAMING 6

05 4400 COLD-FORMED STEEL TRUSSES 7

05 5000 METAL FABRICATIONS 8

05 5213 PIPE AND TUBE RAILINGS 6

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 8

06 4100 ARCHITECTURAL WOOD CASEWORK 7

06 8316 FIBERGLASS REINFORCED PANELING 4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 1300 SHEET WATERPROOFING 6

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 8

07 2500 WEATHER BARRIERS 16

07 2650 INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION 6

07 4113 METAL ROOF PANELS 14

07 4213 RIBBED METAL WALL PANELS 11

07 4293 METAL SOFFIT PANELS 9

07 4300 ALUMINUM-FACED COMPOSITE WALL PANELS 14

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 5400 THERMOPLASTIC MEMBRANE ROOFING - PVC/KEE 15

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 8

07 7100 ROOF SPECIALTIES 12

07 7200 ROOF ACCESSORIES 4

07 8400 FIRESTOPPING 11

07 9005 JOINT SEALERS 12

TABLE OF CONTENTS 3

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 13

08 1416 FLUSH WOOD DOORS 6

08 3213 SLIDING ALUMINUM-FRAMED GLASS DOORS 8

08 3481 SECURITY RATED AND SOUND CONTROL DOOR ASSEMBLIES 11

08 4113 ALUMINUM-FRAMED ENTRANCES 9

08 4313 ALUMINUM-FRAMED STOREFRONTS 7

08 4413 GLAZED ALUMINUM CURTAIN WALLS 11

08 7100 DOOR HARDWARE 26

08 8000 GLAZING 7

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 8

09 2116 GYPSUM BOARD ASSEMBLIES 11

09 3000 TILING 10

09 5000 FELT ACOUSTICAL CEILINGS 7

09 5100 ACOUSTICAL CEILINGS 8

09 6500 RESILIENT BASE 5

09 6519 RESILIENT TILE FLOORING 9

09 6813 TILE CARPETING 6

09 6900 ACCESS FLOORING 9

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 14

09 9600 HIGH-PERFORMANCE COATINGS 8

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE 6

10 2113 STAINLESS STEEL TOILET COMPARTMENTS 8

10 2223 MOVEABLE WALL SYSTEM 7

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 8

10 4400 FIRE PROTECTION SPECIALTIES 3

10 5100 LOCKERS 3

10 8500 SPECIALTIES 3

DIVISION 11 – EQUIPMENT

11 3013 RESIDENTIAL APPLIANCES 3

DIVISION 12 - FURNISHINGS

12 2115 OPERABLE MESH SHADES 6

12 3600 COUNTERTOPS, AND WINDOW SILLS 6

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

12 6100 FIXED AUDIENCE SEATING 6

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION 20

TABLE OF CONTENTS 4

DIVISION 22 - PLUMBING

22 0000 PLUMBING, GENERAL PURPOSE 41

VOLUME 2 – TECHNICAL SPECIFICATIONS - F-35 SIMULATOR FACILITY – FAKZ189019

DIVISION 23 – HVAC

23 0000 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST

SYSTEMS

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 37

23 0700 THERMAL INSULATION FOR MECHANICAL SYSTEMS 33

23 0800 COMMISSIONING OF HVAC 13

23 0923 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC 48

23 6410 WATER CHILLER, VAPOR COMPRESSION TYPE 18

23 6426 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING

SYSTEMS

23 7313 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS 10

DIVISION 26 - ELECTRICAL

26 0800 APPARATUS INSPECTION AND TESTING 3

26 1219 THREE-PHASE PAD-MOUNTED TRANSFORMERS 20

26 2000 INTERIOR DISTRIBUTION SYSTEM 45

26 2801 COORDINATED POWER SYSTEMS PROTECTION 14

26 4100 LIGHTNING PROTECTION SYSTEM 9

26 5100 INTERIOR LIGHTING 20

DIVISION 27 - COMMUNICATIONS

27 1000 BUILDING TELECOMMUNICATIONS CABLING SYSTEM 22

DIVISION 28 – ELECTRONIC SAFETY AND SECUIRTY

28 1005 ELECTRONIC SECURITY SYSTEMS (ESS) 5

- ADVANTOR SYSTEMS QUOTE - IDCS-ACS-CCTV 5

28 3176 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM 40

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 12

31 1001 SITE CLEARING 5

31 2210 EARTHWORK

- GEOTECHNICAL REPORT

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1314 CEMENT CONCRETE PAVING 14

32 1316 STAMPED CONCRETE PAVING 7

TABLE OF CONTENTS 5

32 1413 PRECAST CONCRETE UNIT PAVING 4

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 3136 SECURITY BOLLARDS 3

32 9219 SEEDING 5

32 9223 SODDING 5

32 9300 PLANTS 7

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 3112 SANITARY SEWERAGE 6

33 4112 STORM DRAINAGE 7

33 7102 UNDERGROUND ELECTRICAL DISTRIBUTION 31

33 8200 TELECOMMUNICATIONS OUTSIDE PLANT (OSP) 24

F-35 Simulator Facility 18049/FAKZ 189019 31 March 2021

Montgomery, AL

PROJECT INFORMATION AND SUMMARY 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: F-35 Simulator Facility, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ189019

C. Architect's Project Number: 18049

D. The Owner, hereinafter referred to as the Government

E. Government 's Project Manager: Representatives: .

1. Contracting Officer: Mr. Ricardo Torres

2. Contracting Specialist: TSgt. Ben Scott

3. Contracting Officer Representative: Major Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Major Will Sanford

1.02 CONTRACT DURATION

A. Refer to specification section 01 0100 Project Conslidation and Sequencing for Contract Duration requirements.

B. The Government intends to occupy the building upon completion and acceptance of punch list items.

1.03 PROJECT DESCRIPTION

A. Project scope includes sitework, subgrade excavation, building foundations, structural, architectural, plumbing, mechanical, electrical, fire protection and relocation of existing utilities for a new single story with a mezzanine F-35 Simulator Facility and associated sitework per the contract documents. The proposed project includes the following:

1. Demolition:

a. In preparation of new building construction, the project site-work includes, but is not limited to; demolition of existing underground and overhead site utilities; demolition of existing concrete pavement of curb, gutter and

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PROJECT INFORMATION AND SUMMARY 00 0102 - 2

sidewalks, and minor demolition of security fencing.

2. Construction:

a. A new 19,000 (approximate) square foot F-35 Flight Simulator consisting of, but not limited to, the following:

1) Over excavation and backfill of building slab areas with engineer fill building pad and perimeter foundation drainage systems.

2) Concrete slab on grade including recessed areas for raised access flooring and areas of monolithic slabs for F-35 flight simulator systems.

3) Structural steel building frame with metal stud framed, brick and stone veneer wall systems.

4) Steel reinforced aluminum curtain wall window systems meeting the anti-terrorism/force protection requirements of UFC 4-010-01.

5) Standing seam metal and thermoplastic (TPO) roof systems over rigid insulation and metal roof decking supported by a combination of light gauge metal stud trusses and cold formed metal joists.

6) A mechanical platform consisting of concrete floor over metal decking supported by open web steel joists.

7) Interior gypsum board wall assemblies including high rated STC wall systems for appropriate security applications.

8) Interior finishes include:

(a) Painted gypsum walls

(b) Carpet and vinyl tile over concrete slabs

(c) Carpet and vinyl tile over raised access flooring systems.

(d) Pre-finished raised access flooring systems.

(e) Epoxy coated concrete floors

(f) Acoustical tile ceilings.

(g) Hard tile floors and walls in restroom areas.

(h) Plastic laminate faced casework with quartz countertops.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 3

(i) Interior thin veneer stone wall applications.

9) Partially redundant air cooled chillers serving constant volume air handlers with electric heat serving variable air volume terminal boxes.

10) Chilled water systems will also serve computer room air conditioners providing underfloor air delivery to four flight simulator computer rooms.

11) Dedicate humidification units will provide humidity control to flight simulator rooms.

12) Pre-action type wet pipe sprinklers to be provided from the existing underround base wide water distribution system.

13) Electrcial service to be served from a nearby ground mounted switch.

14) Project will include installation of telecommunications infrastructure and cabling to support both unclassified communications and various classified communications sytems networks. Fiberoptic service will be provided from the nearby Communications Building 1109 as part of the project.

15) Re-routing of existing utility infrastructure as required to support the proposed construction including domestic water, fire protection water service, power, telecommunications, sanitary sewer, and storm drainage systems.

16) Storm draininage systems will include underground storm water retention systems.

17) Site work to include new concrete and concrete paving unit systems walkway with associated benches and plantings to create a new pedestrian concourse.

B. Antiterrorism and Building Standoff Requirements:

1. The project site and building structural, architectural, electrical and mechanical systems have been designed to meet the prescribed levels of protection against terrorist attacks in accordance with the Department of Defense (DoD) Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Special Access Program Facilities (SAPF) and Special Access Program Compartmented Areas (SAPCA):

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PROJECT INFORMATION AND SUMMARY 00 0102 - 4

1. The project contains SAPF and SAPCA. These facilities are designed and shall be constructed in accordance with ICD 705-1 and IC Tech Spec for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities. These manuals establish physical and automated security design and construction standards for governing the construction, protection, and security of SAPF and SAPCA. Refer to the drawings and specifications for related scope of work including, but not limited to, physical construction of perimeter walls, floors, and ceilings ; Intrusion Detection System (IDS); Acoustical Control; CCTV; Access Controls, Telecommunication Systems;

and performance of field testing of materials and buildings systems by the Contractor. The Contractor shall fully familiarize himself with relevant requirements and provide the necessary information and instruction to all subcontractors, installers, and suppliers.

D. Intrusion Detection System (IDS), Access Controls, and CCTV:

1. SAPF and SAPCA are designed to be equipped with an ICD 705 compliant Instruction Detection System, Access Controls and CCTV.

2. The IDS system must be fully compatible with the existing USAF approved Advantor IDS Annunciator located in the 187th SFS BDOC.

3. As part of the base bid, the contractor is responsible for engaging Advantor Systems Cooperation (which is a sole source security system) for the procurement (purchase) and installation of the IDS, Access Controls, and CCTV systems. Refer to limited source justification included in the solicitation documents furnished by the Government.

4. The base bid shall include all plant, labor, and materials to provide all collateral support as required by Advantor (in addition to collateral support indicated in the contract documents) for installation of a fully operational IDS, Access Control, and CCTV systems as defined by Advantor System Corporation.

5. The required scope of work is as outlined in the drawings. ADVANTOR systems assisted in the design of the security systems and have furnished a "quote" as part of the design process. The "quote" is included in the project specifications for reference and identification of the required devices/materials. The Contractor shall contact ADVANTOR and receive an updated "quote" as part of the bid process.

All costs to install a complete and operation IDS, ACS, and CCTV systems shall be included in the Contractor's bid.

E. Sustainability Design and Energy Conservation:

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PROJECT INFORMATION AND SUMMARY 00 0102 - 5

1. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructibility, sustainability, and energy conservation.

2. This project has been registered with the USGBCI for guiding purposes assessment recognition process.

3. The Contractor is responsible for ensuring all specified sustainable and energy conservation goals are achieved and fully implemented. Refer to section 01 3329 for sustainability reporting requirements. Refer to technical specifications for specific product requirements.

F. Building Systems Commissioning:

1. Refer to specification section 01 9113 - General Commissioning Requirements, and other individual specifications sections for Contractor's responsibilities related to Building Systems Commissioning.

G. Owner Furnished Furniture, furnishings and Equipment (FF&E):

1. Government's base bid shall include rough-ins for plumbing, mechanical, and electrical; including installation and final connection of all items indicated on the drawings as Government Furnishes, Government Installed (GFGI).

1.04 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Building Permit is not required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.05 USE OF SITE AND MISC. REQUIREMENTS

A. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is as per the Government's approval.

1. Other areas are off limits to all construction personnel.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 6

B. Access to site will be limited; obtain Government's approval of proposed routes of access.

C. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

D. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

1. Contractor will be limited to areas included within the project limits shown on the civil drawings.

E. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

1. Site safety and security is the General Contractor's responsibility. Fencing shall be provided as deemed necessary to protect the site from theft and damage and to prevent access to the site by the public. A fence along the project limits is anticipated at a minimum. However, exact location/extents of fencing is at the discretion of the Contractor.

F. Construction operations are not to affect any of the ongoing operations throughout the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

G. Comply with the Government's security requirements. Refer to Specifications.

H. The contractor shall provide all testing, inspections, and similar services; these services also include those specified to be performed by an independent agency.

1.06 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government (Saturday, Sunday, Monday, or Holidays) unless specifically approved by the Contracting Officer Representative.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 7

C. Prevent accidental disruption of utility services to other facilities.

1.07 PHASING OF WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure all existing roadways and facilities adjacent to the project site remain open and accessible for use by the Government.

1.08 WORK SEQUENCE

A. Coordinate construction schedule and operations with Contracting Officer Representative.

B. Rerouting of existing utilities shown on the drawings must be properly sequenced with work associated with undercutting of the building pad so that shutdown of utility services is limited. Rerouting of existing utilities shall take place prior to the undercutting of the building pad. Rerouting of waterlines shall take place prior to the rerouting of the sanitary sewer. Storm water may be partially rerouted prior to starting the work associated with undercutting the building pad and commence again after undercutting is complete. Order and schedule of sequencing of this work shall be determined by the Contractor and coordinated with the Government and Architect.

1. Do not remove from service existing utilities serving adjacent facilities until new service can be established. Provide temporary service if necessary to allow construction to proceed prior to establishing new permanent service(s).

1.09 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Government: Seay Seay & Litchfield P.C..

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery AL 36104.

3. Phone/Fax: 334-263-5162 334-263-5170.

4. Project Manager: David Donovan, AIA, LEED AP

5. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

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PROJECT INFORMATION AND SUMMARY 00 0102 - 8

b. Address: 822 South McDough St..

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green - Pat Moseley, PE

2. Structural Engineering:

a. Grant Engineering

b. Address: 432 Herron Street

c. City, State, Montgomery, Al 36104

d. Phone: 334-265-4631.

e. Contact: Terry Grant, PE

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. Peterson Engineering

b. Address: 74 South F Street

c. City, State, Zip: Pensacola, Fl 32502.

d. Phone: 850-434-0513.

e. Contact: Steve Johnson, P.E.

4. Electrical Engineering:

a. Bagwell Engineering

b. Address: 216 Government Street

c. City, State, Zip: Pensacola Fla 32502

d. Phone: 850-462-8040

e. Contact: Dave Bagwell, P.E.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 9

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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Montgomery, AL

FOUNDATION DRAINAGE SYSTEMS 02 7110 - 1

SECTION 02 7110 - FOUNDATION DRAINAGE SYSTEMS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. Section 01 3325 - Project Sustainability Summary

C. Section 01 3329 - Sustainable Design Reporting

D. Section 01 6000 - Product Requirements

1.02 SUMMARY

A. This Section includes foundation, subsoil drainage systems.

B. Related Sections. The following Sections contain requirements that relate to this Section:

1. Division 31 Section “Earthwork” for excavating, trenching, and backfilling.

2. Division 33 Section “Storm Drainage” for connections to storm drainage systems.

3. Division 3 Section “Cast-in-Place Concrete” for concrete cleanout anchors.

4. Division 7 Section for waterproofing.

1.03 SUBMITTALS

A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections.

B. Product data for the following:

1. Solid pipe for tight joints.

2. Perforated piping.

3. Drainage conduits.

C. Sustainability Submittals, Product data for HPSB Compliance:

1. For products having recycled content, documentation indicating percentages by weight of postconsumer and pre-consumer recycled content.

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FOUNDATION DRAINAGE SYSTEMS 02 7110 - 2

a. Include statement indicating costs (sell price for each product having recycled content)

b. Total weight of products provided

1.04 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experience Installer who has completed foundation drainage systems similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance.

1.05 COORDINATION

A. Coordinate foundation drainage system installation with excavating, trenching, and backfilling.

B. Coordinate piping termination with storm drainage system.

1.06 PROJECT CONDITION

A. Site Information: Verify all existing utility conditions.

B. Existing Utilities: Do not interrupt utilities serving facilities occupied by the Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated.

1.07 HPSB REQUIREMENTS

A. Materials specified shall have a post-consumer content as follows:

1. Steel - Recycled Content: 30% Post-consumer content, minimum.

2. HDPE - Recycled Content: 100% Post-consumer content, minimum.

3. PVC - Recycled Content: 5% Post-consumer content, minimum.

PART 2 PRODUCTS

2.01 PIPES AND FITTINGS

A. General: Include pipes, fittings, couplings, and joint materials.

B. Cast-Iron Soil Pipe and Fittings: ASTM A 74, Service and Extra-Heavy classes, hub-and-spigot ends, gray, cast iron, for gasketed joints.

1. Gaskets: ASTM C 564, rubber, of thickness matching class of pipe.

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FOUNDATION DRAINAGE SYSTEMS 02 7110 - 3

C. Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 3034, SDR 35, bell-and-spigot ends, for gasketed joints.

1. Gaskets: ASTM F 477, elastomeric seal.

D. Perforated, Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: ASTM D 2729, bell-and-spigot ends, for loose joints.

2.02 SPECIAL PIPE COUPLINGS

A. Description: Rubber of elastomeric sleeve and band assembly fabricated to match outside diameters of pipes to be joined. Include the following specific sleeve materials, where available:

1. Cast-Iron Soil Pipe: ASTM C 564, rubber.

2. Plastic Pipe: ASTM F 477, elastomeric seal.

3. Dissimilar Pipes: Compatible with pipe materials being joined.

4. Bands: Stainless steel, at least 1 at each pipe insert.

2.03 SLEEVES

A. Steel Pipe Sleeves: ASTM A 53; Type F or Type E, Grade A; Schedule 40; galvanized.

B. Cast-Iron Sleeves: Cast or fabricated wall pipe with integral water stop, made for this application.

C. Cast-Iron Pipe Sleeves: ASTM A 74, Service class, cast-iron soil pipe.

2.04 DRAINAGE CONDUITS

A. Description: Smooth, rigid, perforated, polyvinyl chloride (PVC) conduit system, with fittings. Conduit system is equivalent to ASTM D 2729 PVC piping.

1. Conduit: Extruded from ASTM D 4216, PVC compound material. Special fittings with outlet include 4-inch outlet connection.

2. Minimum Flow Rate: Equal to or greater than 4-inch.

3. Couplings: PVC fittings.

2.05 SOIL MATERIALS

A. Aggregate Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate, Size No. 57, with 100 percent

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FOUNDATION DRAINAGE SYSTEMS 02 7110 - 4

passing 1-1/2 inch sieve and not more than 5 percent passing No. 8 sieve.

2.06 GEOTEXTILE FILTER FABRIC

A. Geotextile Fabric:

1. Nonwoven geotextile made up of polypropylene fibers with the following characteristics

a. Non-biodegradable and resistant to soil chemicals, acids, and alkali with a pH rand of 3 to 12.

b. 6.0 oz/square yard weight per ASTM D5261

c. 160 grab tensile strength in accordance with ASTM D4632

d. 50% grab elongation per ASTMD4632

e. 60 lbs trapezoidal tear per ASTM D4533

f. CBR Puncture of 410 lbs per ASTM D6241

g. 1.5 second permittivity per ASTM D4491

h. 110 gpm/square foot water flow rate in accordance with ASTM D4491

i. 70% UV resistance @ 500 hours per ASTM D4355

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine surfaces and areas for suitable conditions where foundation drainage systems are to be installed. Do not proceed until unsatisfactory conditions have been corrected.

3.02 FOUNDATION DRAINAGE SYSTEM APPLICATIONS

A. Systems with 4-Inch Piping: As follows:

1. Perforated, polyvinyl chloride (PVC) sewer pipe and fittings for loose, bell-and-spigot joints.

3.03 SPECIAL PIPE-COUPLING APPLICATIONS

A. Use where indicated and where required to join piping and no other appropriate method is specified. Do not use instead of specified joining methods.

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FOUNDATION DRAINAGE SYSTEMS 02 7110 - 5

3.04 PIPING INSTALLATION

A. Drawing plans and details indicate general location and arrangement of foundation drainage system piping.

B. Install piping beginning at low points of system, true to grades and alignment indicated, with unbroken continuity of invert. Bed piping with full bearing, solidly in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer’s written instructions and other requirements indicated.

1. Install piping pitched down in direction of flow, at a minimum slope of 1.5 percent.

2. Provide recesses in excavation bottom to receive bells of pipe bell ends. Lay pipe with bells facing upslope and with spigot end entered fully into adjacent bell.

3. Apply and compact impervious fill material to raise low areas or where unsatisfactory bearing soil may occur.

C. Use increases, reducers, and couplings made for different sizes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited.

D. Maintain swab or drag in piping with tight joints and pull past each joint as it is completed.

E. Extend piping and connect to site storm drains, of sizes and in locations indicated.

Terminate piping as indicated.

3.05 PIPE JOINT CONSTRUCTION AND INSTALLATION

A. General: Join and install pipe and fittings as indicated and according to the following.

B. Hub-and-Spigot, Cast-Iron Soil Pipe and Fittings: With rubber compression gaskets according to CISPI “Cast Iron Soil Pipe and Fittings Handbook,” Volume I. Use gaskets that match class of pipe and fittings.

C. Polyvinyl Chloride (PVC) Pipe and Fittings: As follows:

1. Join ASTM D 3034 sewer pipe and fittings with elastomeric seal gaskets according to ASTM D 2321.

2. Join ASTM D 2729 perforated, sewer pipe and fittings with loose, bell-and-spigot joints.

3. Install according to ASTM D 2321.

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4. Install perforated pipe with perforation down.

D. System Piping Joints: Make joints using system manufacturer’s seals and couplings, except where otherwise specified.

E. Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions.

3.06 SLEEVE INSTALLATION

A. Install sleeves in locations and at elevations indicated.

3.07 DRAINAGE CONDUIT INSTALLATION

A. Install according to manufacturer’s written instructions and as indicated. Coordinate placement with other foundation drainage materials.

1. Comply with manufacturer’s written instructions for securing drainage conduits to substrate. Use adhesives and mechanical fasteners recommended by manufacturer.

Protect installed conduits during backfilling.

2. Do not use drainage conduits as protection over waterproof membrane, unless otherwise approved by waterproofing-membrane manufacturer.

3.08 SOIL MATERIAL INSTALLATION

A. Filter Fabric: Place filter fabric as detailed on drawings.

B. Filtering Material: Place filtering material surrounding drainage pipe as detailed on the drawings.

C. Drainage Fill: Place fill over drain piping after accessory testing and covering with filtering material and filter fabric. Cover piping to width of at least 6 inches on each side and above top of pipe to within 18 inches of finish grade. Place fill material in layers not exceeding 3 inches in loose depth, and compact each layer placed.

1. Place 1 layer of synthetic drainage fabric, overlapping edges at least 4 inches, over drainage fill material.

3.09 FIELD QUALITY CONTROL

A. Testing: Test drain piping with water or visually check piping to ensure free flow before backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory.

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1. Place additional filtering material to depth of 4 inches around sides and top of drains after testing.

END OF SECTION 02711

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SECTION 03 3000 - CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete formwork.

B. Concrete building frame members.

C. Concrete for composite floor construction.

D. Floors and slabs on grade.

E. Concrete reinforcement.

F. Joint devices associated with concrete work.

G. Concrete curing.

H. Materials included in this section shall meet the requirements for High Performance Sustainable Buildings for New Construction points for the following Sections:

1. 2-6.1.1 - Recycled Content

2. 2. 2-6.1.2 - Biologically Based Products

3. The contractor is expected to understand the HPSB requirements for these sections and include all applicable overhead in their base bid for the necessary documentation to achieve the above listed credits.

1.02 RELATED REQUIREMENTS

A. Section 01 3325 - Project Sustainability Summary

B. Section 01 3329 - Sustainable Design Reporting

C. Section 01 7419 - Construction Waste Management and Disposal

D. Section 32 1313 - Concrete Paving

E. Section 07 9005 - Joint Sealers : Sealants for saw cut joints and isolation joints in slabs.

F. Section 07 1300 - Sheet Waterproofing

G. Section 07 2650 - Integrally Bonded Underslab Vapor Protection

H. Section 01 2300 - Bid Options

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1.03 REFERENCE STANDARDS

A. ACI 117 - Specifications for Tolerances for Concrete Construction and Materials 2010 (Reapproved 2015).

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete 1991 (Reapproved 2009).

C. ACI 301 - Specifications for Structural Concrete 2016.

D. ACI 302.1R - Guide to Concrete Floor and Slab Construction 2015.

E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete 2000 (Reapproved 2009).

F. ACI 305R - Guide to Hot Weather Concreting 2010.

G. ACI 306R - Guide to Cold Weather Concreting 2016.

H. ACI 308R - Guide to External Curing of Concrete 2016.

I. ACI 318 - Building Code Requirements for Structural Concrete and Commentary 2014 (Errata 2018).

J. ACI 347R - Guide to Formwork for Concrete 2014, with Errata (2017).

K. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete ; 2007.

L. ASTM A497/A497M - Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete ; 2007.

M. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement 2020.

N. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete 2012.

O. ASTM C33/C33M - Standard Specification for Concrete Aggregates 2018.

P. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 2021.

Q. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete 2020.

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R. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens) 2020b.

S. ASTM C150/C150M - Standard Specification for Portland Cement 2020.

T. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete 2016.

U. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete 2010a (Reapproved 2016).

V. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete 2019.

W. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete 2019.

X. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 2019.

Y. ASTM C881/C881M - Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete 2020a.

Z. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete 2016.

AA.ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete 2013.

BB. ASTM C1107/C1107M - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink) 2017.

CC. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures 2020.

DD.ASTM D994/D994M - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type) 2011 (Reapproved 2016).

EE. COE CRD-C 513 - COE Specifications for Rubber Waterstops 1974.

FF. COE CRD-C 572 - Corps of Engineers Specifications for Polyvinylchloride Waterstop 1974.

GG.NSF 61 - Drinking Water System Components - Health Effects 2020.

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1.04 SUBMITTALS

A. See Section 01 3001 - Submittals for submittal procedures.

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

C. Samples for Pigment Color Selection: Submit manufacturer's complete sample chip set, including pigment number and required dosage rate for each color.

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

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

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

I. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated, based on comprehensive testing of current materials:

J. Material Certificates: Signed by manufacturers certifying that each of the following items complies with requirements:

1. Retain list below with either paragraph above. Edit to suit Project.

2. Cementitious materials and aggregates.

3. Form materials and form-release agents.

4. Steel reinforcement and reinforcement accessories.

5. Admixtures.

6. Waterstops.

7. Curing materials.

8. Floor and slab treatments.

9. Bonding agents.

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10. Adhesives.

11. Vapor retarders.

12. Epoxy joint filler.

13. Joint-filler strips.

14. Repair materials.

K. Formwork Shop Drawings: Design and engineering of formwork are Contractor's responsibility.

1. Delete subparagraph below if no shoring and reshoring are required.

2. Shoring and Reshoring: Indicate proposed schedule and sequence of stripping formwork, shoring removal, and installing and removing reshoring.

L. Steel Reinforcement Shop Drawings: Details of fabrication, bending, and placement, prepared according to ACI 315, "Details and Detailing of Concrete Reinforcement."

Include material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports of concrete reinforcement. Include special reinforcement required for openings through concrete structures.

M. Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments.

1. Indicate amounts of mix water to be withheld for later addition at Project site.

N. Sustainability Submittals, Product data for HPSB Compliance:

1. For products having recycled content, documentation indicating percentages by weight of postconsumer and pre-consumer recycled content.

a. Include statement indicating costs (sell price for each product having recycled content)

b. Total weight of products provided

2. Sustainable Design Submittal: If any fly ash, ground granulated blast furnace slag, silica fume, rice hull ash, or other waste material is used in mix designs to replace Portland cement, submit the total volume of concrete cast in place, mix design(s) used showing the quantity of portland cement replaced, reports showing successful cylinder testing, and temperature on day of pour if cold weather mix is used.

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1.05 QUALITY ASSURANCE

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

1. Maintain one copy of each document on site.

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

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

D. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

E. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment.

1. Delete subparagraph below if not required.

2. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities.

F. Testing Agency Qualifications: An independent testing agency as provided by the Contractor, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated, as documented according to ASTM E 548. Retesting if failed test to be provided and paid for by the General Contractor.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.

G. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer.

H. Welding: Qualify procedures and personnel according to AWS D1.4, "Structural Welding Code--Reinforcing Steel."

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle steel reinforcement to prevent bending and damage.

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1.07 SUSTAINABILITY REQUIREMENTS

A. Contractor shall endeavor to provide materials with a high recycled content. A minimum post-consumer recycled content of 30% is required for reinforcing steel.

B. For products having recycled content, documentation indicating percentages by weight of postconsumer and pre-consumer recycled content.

a. a. Include statement indicating costs (sell price for each product having recycled content)

b. b. Total weight of products provided

2. For products having Biologically Based Products, documentation indicating percentages of Biologically-Based Products.

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 smooth, stain-free final appearance including:

a. Plywood, metal, or other approved panel materials.

b. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

1) Select one of four subparagraphs below or revise to suit Project. First imparts glossy finish, second imparts matte finish, and third and fourth impart coarser-textured finish depending on face-ply characteristics.

2) High-density overlay, Class 1, or better.

3) Medium-density overlay, Class 1, or better, mill-release agent treated and edge sealed.

4) Structural 1, B-B, or better, mill oiled and edge sealed.

5) B-B (Concrete Form), Class 1, or better, mill oiled and edge sealed.

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2. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

3. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.

D. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

2. Form-Release agent to contain a minimum Biobased content of 87% per the USDA's standards

E. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Delete or revise subparagraphs below to suit Project.

2. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of the exposed concrete surface.

3. Furnish ties that, when removed, will leave holes not larger than 1 inch (25 mm) in diameter in concrete surface.

4. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

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. Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain type .

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1. Form: Coiled Rolls .

2. Mesh Size and Wire Gage: As indicated on drawings.

C. Reinforcement Accessories:

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

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

a. Provide solid concrete bricks to support bottom mats of spread footings and bottom bars in grade beams where rebar support will be in direct contact with soil. Concrete brick sizes as required to provide specified concrete cover.

b. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected or CRSI Class 2 stainless-steel bar supports.

3. Joint Dowel Bars: Plain-steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs.

2.03 CONCRETE MATERIALS

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

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

1. Nominal Maximum Aggregate Size: 3/4 inch (19 mm).

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

D. Calcined Pozzolan: ASTM C618, Class N.

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

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

2.04 ADMIXTURES

A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement. Do not use admixtures containing calcium chloride.

B. Air Entrainment Admixture: ASTM C260/C260M.

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

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

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

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

2.05 ACCESSORY MATERIALS

A. Underslab on Grade Vapor Retarder - Base Bid

1. Performance-Based Specification: Vapor retarder membrane shall be manufacturedfrom virgin polyolefin resins, and when tested according to all requirements ofASTM E1745, shall meet the following minimum performance requirements:

a. Thickness: 15 mill

b. b. 0.0063 Perm, Water Vapor Permeance in accordance with ASTM E-96

c. Greater than 3200 Gram Puncture Resistance in accordance with ASTM D 1709 Method B

d. d. 72.61 (12.61) Lb. Force/Inch (kN/m) Tensile Strength per ASTM E 154 Section 9e. 0.0052 Perm Water Vapor Permeance After Wetting Out Drying Out and After Long-Term Soaking per ASTM E-154 Section 8 and ASTM E-96 Procedure B

e. 0.0057 Perm Water Vapor Permeance Resistance to Plastic Flow and Elevated Temperature per ASTM E-154 Section 11 and ASTM E-96 Procedure B

f. 0.0052 Perm Water Vapor Permeance Effect Low Temperature and Flexibility ASTM E-154, Section 12 ASTM E-96, Procedure B

g. h. 0.0052 Perm Water Vapor Permeance Resistance to Deterioration From Organisms and Substances in Contacting Soil ASTM E-154, Section 13 ASTM E-96 Procedure B

h. i. 8.7 x 10-9 Radon Transmittance (m/s) k124/02/95

i. 3.3 x 10-12 Radon Coefficient (m²/s)

2. Install per manufacturer's recommendations.

3. Tape all joints and waterproof seal all penetrations.

B. Underslab on Grade - Additive Alternate

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1. Refer to Section 07 2650 Integrally bonded underslab vapor protection

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

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

2.06 BONDING AND JOINTING PRODUCTS

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

B. Epoxy Bonding System:

1. Two-component epoxy resin, capable of humid curing and bonding to damp surfaces.

2. Class and grade to suit requirements, and as follows:

a. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

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

1. Factory fabricate corners, intersections, and directional changes.

2. Profile: Flat, dumbbell with center bulb.

D. Reglets: Formed steel sheet, galvanized, with temporary filler to prevent concrete intrusion during placement.

1. Fabricate reglets of not less than 0.0217-inch- (0.55-mm-) thick galvanized steel sheet.

E. Slab Isolation Joint Filler: 1/2 inch (13 mm) thick, height equal to slab thickness, with removable top section that will form 1/2 inch (13 mm) deep sealant pocket after removal.

F. Joint Filler: Nonextruding, resilient asphalt impregnated fiberboard, felt, or cork , complying with ASTM D 1751, 1/4 inch thick (6 mm thick) and 4 inches deep (200 mm deep) ; tongue and groove profile .

G. Dovetail Anchor Slots: Hot-dip galvanized steel sheet, not less than 0.0336 inch (0.85

mm) thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

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H. Epoxy Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Shore A hardness of 80 per ASTM D 2240.

I. Sealant and Primer: As specified in Section…