526-19-529_SPEC Volume 2.pdf
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- 36C24223B0015
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This document package includes specifications for a roof replacement project at a Department of Veterans Affairs medical center. Key details include replacing the roofing of an existing loading dock canopy, along with concrete repairs. Related work includes firestopping, commissioning, and special inspections. Submittals are due within 15 days of the notice to proceed. The specifications provide requirements for cast-in-place concrete, site surveys, temporary environmental controls, sustainable construction practices, and landscape work.
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| File | Type | Posted |
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| 36C24223B0015 0002.docx | DOCX document | |
| WAREHOUSE AREA_ RAMP DETAIL FOR ALTERNATE 2 WORK.pdf | ||
| 36C24223B0015 0001.docx | DOCX document | |
| LOADING DOCK CANOPY_METAL CEILING PANELS.pdf | ||
| 2477_001.pdf | ||
| LOADING DOCK CANOPY REVISED BID PRICING SHEET-5.3.2023.docx | DOCX document | |
| 36C24223B0015_1.docx | DOCX document | |
| Replace Loading Dock Canopy BID Drawings - Volume 1.pdf | ||
| Replace Loading Dock Canopy Roof_Davis Bacon Wage Rates_Bronx County_2.24.23.docx | DOCX document | |
| Replace Loading Dock Canopy BID Drawings - Volume 2.pdf | ||
| 526-19-529_SPEC Volume 1.pdf |
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Specifications
James J. Peters VA Medical Center 130 W Kingsbridge Road | Bronx, New York 10468
Replace Roofing of Loading Dock Canopy - Fire Sprinkler System Replacement Package
Volume 2 Divisions 00 - 21
Station Project No. 526-19-529
12/05/2022
DIVISION 00
12-01-22
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
SECTION NO. DIVISION AND SECTION TITLES DATE
DIVISION 00 - SPECIAL SECTIONS
00 01 15 List of Drawing Sheets 05-20
DIVISION 01 - GENERAL REQUIREMENTS
DIVISION 02 – EXISTING CONDITIONS
DIVISION 03 – CONCRETE
DIVISION 04 – MASONRY
DIVISION 05 – METALS
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 84 00 Firestopping 01-21
DIVISION 08 - OPENINGS
DIVISION 09 – FINISHES
DIVISION 10 – SPECIALTIES
DIVISION 11 – EQUIPMENT
DIVISION 12 – FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14– CONVEYING EQUIPEMENT
DIVISION 21- FIRE SUPPRESSION
21 08 00 Commissioning of Fire Suppression System 11-16 21 13 16 Dry-Pipe Sprinkler Systems 01-15
DIVISION 22 – PLUMBING
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
12-01-22
00 01 10-2
SECTION NO. DIVISION AND SECTION TITLES DATE
DIVISION 25 – INTEGRATED AUTOMATION
DIVISION 26 – ELECTRICAL
DIVISION 27 – COMMUNICATIONS
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
DIVISION 31 – EARTHWORK
DIVISION 32 – EXTERIOR IMPROVEMENTS
DIVISION 33 – UTILITIES
DIVISION 34 – TRANSPORTATION
DIVISION 48 – Electrical Power Generation
05-01-20
00 01 15 - 1
SECTION 00 01 15
LIST OF DRAWING SHEETS
The drawings listed below accompanying this specification form a part of the contract.
Drawing No. Title
FP101 DRY PIPE SPRINKLER SYSTEM REPLACEMENT PLAN
FP102 DRY PIPE SPRINKLER SYSTEM DETAILS
- - - END - - -
DIVISION 07
01-01-21
07 84 00 - 1
SECTION 07 84 00
FIRESTOPPING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Provide UL or equivalent approved firestopping system for the closures of openings in walls, floors, and roof decks against penetration of flame, heat, and smoke or gases in fire resistant rated construction.
B. Provide UL or equivalent approved firestopping system for the closure of openings in walls against penetration of gases or smoke in smoke partitions.
1.2 RELATED WORK
A. Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS: Sustainable
Design Requirements.
B. Section 07 92 00, JOINT SEALANTS: Sealants and application.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT
DATA, AND SAMPLES.
B. Sustainable Design Submittals, as described below:
1. Volatile organic compounds per volume as specified in
PART 2 - PRODUCTS.
C. Installer qualifications.
D. Inspector qualifications.
E. Manufacturers literature, data, and installation instructions for types of firestopping and smoke stopping used.
F. List of FM, UL, or WH classification number of systems installed.
G. Certified laboratory test reports for ASTM E814 tests for systems not listed by FM, UL, or WH proposed for use.
H. Submit certificates from manufacturer attesting that firestopping materials comply with the specified requirements.
1.4 DELIVERY AND STORAGE
A. Deliver materials in their original unopened containers with manufacturer’s name and product identification.
B. Store in a location providing protection from damage and exposure to the elements.
1.5 QUALITY ASSURANCE
A. FM, UL, or WH or other approved laboratory tested products will be acceptable.
07 84 00 - 2
B. Installer Qualifications: A firm that has been approved by FM Global according to FM Global 4991 or been evaluated by UL and found to comply with UL’s “Qualified Firestop Contractor Program Requirements.” Submit qualification data.
C. Inspector Qualifications: Contractor to engage a qualified inspector to perform inspections and final reports. The inspector to meet the criteria contained in ASTM E699 for agencies involved in quality assurance and to have a minimum of two years’ experience in construction field inspections of firestopping systems, products, and assemblies. The inspector to be completely independent of, and divested from, the Contractor, the installer, the manufacturer, and the supplier of material or item being inspected. Submit inspector qualifications.
1.6 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation only.
B. ASTM International (ASTM):
E84-20..................Surface Burning Characteristics of Building
Materials
E699-16.................Standard Specification for Agencies Involved in
Testing, Quality Assurance, and Evaluating of
Manufactured Building Components
E814-13a(2017)..........Fire Tests of Penetration Firestop Systems
E2174-20a...............Standard Practice for On-Site Inspection of
Installed Firestop Systems
E2393-20................Standard Practice for On-Site Inspection of
Installed Fire Resistive Joint Systems and
Perimeter Fire Barriers
C. FM Global (FM):
Annual Issue Approval Guide Building Materials
4991-13.................Approval of Firestop Contractors
D. Underwriters Laboratories, Inc. (UL):
Annual Issue Building Materials Directory
E. Annual Issue Fire Resistance Directory 723-Edition 11(2018)....Standard for Test for Surface Burning
Characteristics of Building Materials
1479-04(2015)...........Fire Tests of Penetration Firestops
F. Intertek Testing Services - Warnock Hersey (ITS-WH):
07 84 00 - 3
Annual Issue Certification Listings
G. Environmental Protection Agency (EPA):
40 CFR 59(2014).........National Volatile Organic Compound Emission
Standards for Consumer and Commercial Products
PART 2 - PRODUCTS
2.1 FIRESTOP SYSTEMS
A. Provide either factory built (Firestop Devices) or field erected
(through-Penetration Firestop Systems) to form a specific building system maintaining required integrity of the fire barrier and stop the passage of gases or smoke. Firestop systems to accommodate building movements without impairing their integrity.
B. Through-penetration firestop systems and firestop devices tested in accordance with ASTM E814 or UL 1479 using the "F" or "T" rating to maintain the same rating and integrity as the fire barrier being sealed. "T" ratings are not required for penetrations smaller than or equal to 101 mm (4 inches) nominal pipe or 0.01 square meter (16 square inches) in overall cross sectional area.
C. Firestop sealants used for firestopping or smoke sealing to have the following properties:
1. Contain no flammable or toxic solvents.
2. Release no dangerous or flammable out gassing during the drying or curing of products.
3. Water-resistant after drying or curing and unaffected by high humidity, condensation or transient water exposure.
4. When installed in exposed areas, capable of being sanded and finished with similar surface treatments as used on the surrounding wall or floor surface.
5. VOC Content: Firestopping sealants and sealant primers to comply with the following limits for VOC content when calculated according to 40 CFR 59, (EPA Method 24):
a. Sealants: 250 g/L.
b. Sealant Primers for Nonporous Substrates: 250 g/L.
c. Sealant Primers for Porous Substrates: 775 g/L.
D. Firestopping system or devices used for penetrations by glass pipe, plastic pipe or conduits, unenclosed cables, or other non-metallic materials to have following properties:
1. Classified for use with the particular type of penetrating material used.
07 84 00 - 4
2. Penetrations containing loose electrical cables, computer data cables, and communications cables protected using firestopping systems that allow unrestricted cable changes without damage to the seal.
E. Maximum flame spread of 25 and smoke development of 50 when tested in accordance with ASTM E84 or UL 723. Material to be an approved firestopping material as listed in UL Fire Resistance Directory or by a nationally recognized testing laboratory.
F. FM, UL, or WH rated or tested by an approved laboratory in accordance with ASTM E814.
G. Materials to be nontoxic and noncarcinogen at all stages of application or during fire conditions and to not contain hazardous chemicals.
Provide firestop material that is free from Ethylene Glycol, PCB, MEK, and asbestos.
H. For firestopping exposed to view, traffic, moisture, and physical damage, provide products that do not deteriorate when exposed to these conditions.
1. For piping penetrations for plumbing and wet-pipe sprinkler systems, provide moisture-resistant through-penetration firestop systems.
2. For floor penetrations with annular spaces exceeding 101 mm
(4 inches) or more in width and exposed to possible loading and traffic, provide firestop systems capable of supporting the floor loads involved either by installing floor plates or by other means acceptable to the firestop manufacturer.
3. For penetrations involving insulated piping, provide through-penetration firestop systems not requiring removal of insulation.
2.2 SMOKE STOPPING IN SMOKE PARTITIONS
A. Provide silicone sealant in smoke partitions as specified in Section
07 92 00, JOINT SEALANTS.
B. Provide mineral fiber filler and bond breaker behind sealant.
C. Sealants to have a maximum flame spread of 25 and smoke developed of 50 when tested in accordance with ASTM E84.
D. When used in exposed areas capable of being sanded and finished with similar surface treatments as used on the surrounding wall or floor surface.
07 84 00 - 5
PART 3 - EXECUTION
3.1 EXAMINATION
A. Submit product data and installation instructions, as required by article, submittals, after an on-site examination of areas to receive firestopping.
B. Examine substrates and conditions with installer present for compliance with requirements for opening configuration, penetrating items, substrates, and other conditions affecting performance of firestopping.
Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove dirt, grease, oil, laitance and form-release agents from concrete, loose materials, or other substances that prevent adherence and bonding or application of the firestopping or smoke stopping materials.
B. Remove insulation on insulated pipe for a distance of 150 mm (6 inches) on each side of the fire rated assembly prior to applying the firestopping materials unless the firestopping materials are tested and approved for use on insulated pipes.
C. Prime substrates where required by joint firestopping system manufacturer using that manufacturer’s recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces.
D. Masking Tape: Apply masking tape to prevent firestopping from contacting adjoining surfaces that will remain exposed upon completion of work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from firestopping materials. Remove tape as soon as it is possible to do so without disturbing seal of firestopping with substrates.
3.3 INSTALLATION
A. Do not begin firestopping work until the specified material data and installation instructions of the proposed firestopping systems have been submitted and approved.
B. Install firestopping systems with smoke stopping in accordance with FM, UL, WH, or other approved system details and installation instructions.
C. Install smoke stopping seals in smoke partitions.
07 84 00 - 6
3.4 CLEAN-UP
A. As work on each floor is completed, remove materials, litter, and debris.
B. Clean up spills of liquid type materials.
C. Clean off excess fill materials and sealants adjacent to openings and joints as work progresses by methods and with cleaning materials approved by manufacturers of firestopping products and of products in which opening and joints occur.
D. Protect firestopping during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated firestopping immediately and install new materials to provide firestopping complying with specified requirements.
3.5 INSPECTIONS AND ACCEPTANCE OF WORK
A. Do not conceal or enclose firestop assemblies until inspection is complete and approved by the Contracting Officer Representative (COR).
B. Furnish service of approved inspector to inspect firestopping in accordance with ASTM E2393 and ASTM E2174 for firestop inspection, and document inspection results. Submit written reports indicating locations of and types of penetrations and type of firestopping used at each location; type is to be recorded by UL listed printed numbers.
- - - E N D - - -
DIVISION 21
11-1-16
21 08 00 - 1
SECTION 21 08 00
COMMISSIONING OF FIRE SUPPRESSION SYSTEMS
PART 1 - GENERAL
1.1 DESCRIPTION
A. The requirements of this Section apply to all sections of Division 21.
B. This project will have selected building systems commissioned. The complete list of equipment and systems to be commissioned is specified in Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS. The commissioning process, which the Contractor is responsible to execute, is defined in Section 01 91 00 GENERAL COMMISSIONING REQUIRMENTS. A
Commissioning Agent (CxA) appointed by the VA will manage the commissioning process.
1.2 RELATED WORK
A. Section 01 00 00 GENERAL REQUIREMENTS.
B. Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS.
C. Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
1.3 SUMMARY
A. This Section includes requirements for commissioning the Fire
Suppression systems, subsystems and equipment. This Section supplements the general requirements specified in Section 01 91 00
General Commissioning Requirements.
B. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for more details regarding processes and procedures as well as roles and responsibilities for all Commissioning Team members.
1.4 DEFINITIONS
A. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for definitions.
1.5 COMMISSIONED SYSTEMS
A. Commissioning of a system or systems specified in Division 21 is part of the construction process. Documentation and testing of these systems, as well as training of the VA’s Operation and Maintenance personnel in accordance with the requirements of Section 01 91 00 and of Division 21, is required in cooperation with the VA and the
Commissioning Agent.
B. The Fire Suppression systems commissioning will include the systems listed in Section 01 91 00 General Commissioning Requirements:
21 08 00 - 2
1.6 SUBMITTALS
A. The commissioning process requires review of selected Submittals. The
Commissioning Agent will provide a list of submittals that will be reviewed by the Commissioning Agent. This list will be reviewed and approved by the VA prior to forwarding to the Contractor. Refer to
Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, and SAMPLES for further details.
B. The commissioning process requires Submittal review simultaneously with engineering review. Specific submittal requirements related to the commissioning process are specified in Section 01 91 00 GENERAL
COMMISSIONING REQUIREMENTS.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 CONSTRUCTION INSPECTIONS
A. Commissioning of the building fire suppression systems will require inspection of individual elements of the fire suppression construction throughout the construction period. The Contractor shall coordinate with the Commissioning Agent in accordance with Section 01 91 00 and the Commissioning plan to schedule inspections as required to support the Commissioning Process.
3.2 PRE-FUNCTIONAL CHECKLISTS
A. The Contractor shall complete Pre-Functional Checklists to verify systems, subsystems, and equipment installation is complete and systems are ready for Systems Functional Performance Testing. The
Commissioning Agent will prepare Pre-Functional Checklists to be used to document equipment installation. The Contractor shall complete the checklists. Completed checklists shall be submitted to the VA and to the Commissioning Agent for review. The Commissioning Agent may spot check a sample of completed checklists. If the Commissioning Agent determines that the information provided on the checklist is not accurate, the Commissioning Agent will return the marked-up checklist to the Contractor for correction and resubmission. If the
Commissioning Agent determines that a significant number of completed checklists for similar equipment are not accurate, the Commissioning
Agent will select a broader sample of checklists for review. If the
Commissioning Agent determines that a significant number of the broader sample of checklists is also inaccurate, all the checklists for the type of equipment will be returned to the Contractor for correction and
21 08 00 - 3 resubmission. Refer to SECTION 01 91 00 GENERAL COMMISSIONING
REQUIREMENTS for submittal requirements for Pre-Functional Checklists, Equipment Startup Reports, and other commissioning documents.
3.3 CONTRACTORS TESTS
A. Contractor tests as required by other sections of Division 21 shall be scheduled and documented in accordance with Section 01 00 00 GENERAL
REQUIREMENTS. All testing shall be incorporated into the project schedule. Contractor shall provide no less than 7 calendar days’ notice of testing. The Commissioning Agent will witness selected
Contractor tests at the sole discretion of the Commissioning Agent.
Contractor tests shall be completed prior to scheduling Systems
Functional Performance Testing.
3.4 SYSTEMS FUNCTIONAL PERFORMANCE TESTING
A. The Commissioning Process includes Systems Functional Performance
Testing that is intended to test systems functional performance under steady state conditions, to test system reaction to changes in operating conditions, and system performance under emergency conditions. The Commissioning Agent will prepare detailed Systems
Functional Performance Test procedures for review and approval by the
COR. The Contractor shall review and comment on the tests prior to approval. The Contractor shall provide the required labor, materials, and test equipment identified in the test procedure to perform the tests. The Commissioning Agent will witness and document the testing.
The Contractor shall sign the test reports to verify tests were performed. See Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS, for additional details.
3.5 TRAINING OF VA PERSONNEL
A. Training of the VA operation and maintenance personnel is required in cooperation with the COR and Commissioning Agent. Provide competent, factory authorized personnel to provide instruction to operation and maintenance personnel concerning the location, operation, and troubleshooting of the installed systems. Contractor shall submit training agendas and trainer resumes in accordance with the requirements of Section 01 91 00. The instruction shall be scheduled in coordination with the COR after submission and approval of formal training plans. Refer to Section 01 91 00 GENERAL COMMISSIONING
REQUIREMENTS and Division 21 Sections for additional Contractor training requirements.
21 08 00 - 4
----- END -----
01-01-15
21 13 16 - 1
SECTION 21 13 16
DRY-PIPE SPRINKLER SYSTEMS
PART 1 – GENERAL
1.1 DESCRIPTION
A. Design, installation and testing shall be in accordance with NFPA 13.
B. Modification of the existing dry-pipe sprinkler system as indicated on the drawings and as further required by these specifications.
1.2 RELATED WORK
A. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
C. Section 07 84 00, FIRESTOPPING.
D. Section 28 31 00, FIRE DETECTION AND ALARM.
1.3 DESIGN CRITERIA (NOT USED)
1.4 SUBMITTALS
A. Submit as one package in accordance with Section 01 33 23, SHOP
DRAWINGS, PRODUCT DATA, AND SAMPLES. Prepare detailed working drawings that are signed by a NICET Level III or Level IV Sprinkler Technician or stamped by a Registered Professional Engineer licensed in the field of Fire Protection Engineering. As the Government review is for technical adequacy only, the installer remains responsible for correcting any conflicts with other trades and building construction that arise during installation. Partial submittals will not be accepted. Material submittals shall be approved prior to the purchase or delivery to the job site. Suitably bind submittals in notebooks or binders and provide an index referencing the appropriate specification section. In addition to the hard copies, provide submittal items in
Paragraphs 1.4(A)1 through 1.4(A)5 electronically in pdf format on a compact disc or as directed by the COR. Submittals shall include, but not be limited to, the following:
1. Qualifications:
a. Provide a copy of the installing contractors fire sprinkler and state contractor’s license.
b. Provide a copy of the NICET certification for the NICET Level III or Level IV Sprinkler Technician who prepared and signed the detailed working drawings unless the drawings are stamped by a
Registered Professional Engineer licensed in the field of Fire
Protection Engineering.
21 13 16 - 2
c. Provide documentation showing that the installer has been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past ten years.
2. Drawings: Submit detailed 1:100 (1/8 inch) scale (minimum) working drawings conforming to the Plans and Calculations chapter of NFPA
13. Drawings shall include graphical scales that allow the user to determine lengths when the drawings are reduced in size. Include a plan showing the piping to the water supply test location.
3. Manufacturer’s Data Sheets: Provide data sheets for all materials and equipment proposed for use on the system. Include listing information and installation instructions in data sheets. Where data sheets describe items in addition to those proposed to be used for the system, clearly identify the proposed items on the sheet.
4. Calculation Sheets:
a. Submit hydraulic calculation sheets in tabular form conforming to the requirements and recommendations of the Plans and
Calculations chapter of NFPA 13.
b. For dry-pipe sprinkler systems with volumes more than 2838 L (750 gal), submit calculations for dry-pipe system water delivery time in accordance with NFPA 13.
5. Valve Charts: Provide a valve chart that identifies the location of each control valve. Coordinate nomenclature and identification of control valves with COR. Where existing nomenclature does not exist, the chart shall include no less than the following: Tag ID
No., Valve Size, Service (control valve, main drain, aux. drain, inspectors test valve, etc.), and Location.
6. Final Document Submittals: Provide as-built drawings, testing and maintenance instructions in accordance with the requirements in
Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. In addition, submittals shall include, but not be limited to, the following:
a. A complete set of as-built drawings showing the installed system with the specific interconnections between the system switches and the fire alarm equipment. Provide a complete set in the formats as follows. Submit items 2 and 3 below on a compact disc or as directed by the COR.
1) One full size (or size as directed by the COR) printed copy.
2) One complete set in electronic pdf format.
21 13 16 - 3
3) One complete set in AutoCAD format or a format as directed by the COR.
b. Material and Testing Certificate: Upon completion of the sprinkler system installation or any partial section of the system, including testing and flushing, provide a copy of a completed Material and Testing Certificate as indicated in NFPA
13. Certificates shall be provided to document all parts of the installation.
c. Operations and Maintenance Manuals that include step-by-step procedures required for system startup, operation, shutdown, and routine maintenance and testing. The manuals shall include the manufacturer's name, model number, parts list, and tools that should be kept in stock by the owner for routine maintenance, including the name of a local supplier, simplified wiring and controls diagrams, troubleshooting guide, and recommended service organization, including address and telephone number, for each item of equipment.
d. One paper copy of the Material and Testing Certificates and the
Operations and Maintenance Manuals above shall be provided in a binder. In addition, these materials shall be provided in pdf format on a compact disc or as directed by the COR.
e. Provide one additional copy of the Operations and Maintenance
Manual covering the system in a flexible protective cover and mount in an accessible location adjacent to the riser or as directed by the COR.
1.5 QUALITY ASSURANCE
A. Installer Reliability: The installer shall possess a valid State of New
York fire sprinkler contractor's license. The installer shall have been actively and successfully engaged in the installation of commercial automatic sprinkler systems for the past ten years.
B. Materials and Equipment: All equipment and devices shall be of a make and type listed by UL or approved by FM, or other nationally recognized testing laboratory for the specific purpose for which it is used. All materials, devices, and equipment shall be approved by the VA. All materials and equipment shall be free from defect. All materials and equipment shall be new unless specifically indicated otherwise on the contract drawings.
21 13 16 - 4
1.6 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.
B. National Fire Protection Association (NFPA):
13-[2022]...............Installation of Sprinkler Systems
25-[2020] ..............Inspection, Testing, and Maintenance of Water-
Based Fire Protection Systems
101-[2021]..............Life Safety Code
170-[2021]..............Fire Safety Symbols
C. Underwriters Laboratories, Inc. (UL):
Fire Protection Equipment Directory
D. Factory Mutual Engineering Corporation (FM):
Approval Guide
PART 2 PRODUCTS
2.1 GENERAL
Dry-pipe sprinkler systems shall comply with the requirements of NFPA
13.
2.2 PIPING & FITTINGS
A. Piping and fittings for private underground water mains shall be in accordance with NFPA 13.
1. Pipe and fittings from inside face of building 300 mm (12 in.) above finished floor to a distance of approximately 1500 mm (5 ft.)
outside building: Ductile Iron, flanged fittings and 316 stainless steel bolting.
B. Piping and fittings for sprinkler systems shall be in accordance with
NFPA 13.
1. Plain-end pipe fittings with locking lugs or shear bolts are not permitted.
2. Piping sizes 50 mm (2 inches) and smaller shall be black steel
Schedule 40 with threaded end connections.
3. Piping sizes 65 mm (2 ½ inches) and larger shall be black steel
Schedule 10 with grooved connections. Grooves in Schedule 10 piping shall be rolled grooved only.
2.3 VALVES
A. General:
1. Valves shall be in accordance with NFPA 13.
21 13 16 - 5
2. Do not use quarter turn ball valves for 50 mm (2 inch) or larger drain valves.
B. Control Valve:
1. Shall be a manually operated outside stem and yoke (OS&Y) type.
C. Dry-pipe Valve:
1. Shall be a latching differential type.
2. Shall be complete with trim piping, valves, fittings, pressure gauges, priming water fill cup, velocity drip check, drip cup, and other ancillary components as required for proper operation.
3. For dry-pipe sprinkler systems with volumes more than 1893 L (500 gal), provide a quick opening device unless water delivery time calculations have proven no quick opening device is required.
4. Shall be capable of external reset.
D. Check Valve:
1. Shall be of the swing type with a flanged cast iron body and flanged inspection plate.
E. Automatic Ball Drips: Cast brass 20 mm (3/4 inch) in-line automatic ball drip with both ends threaded with iron pipe threads.
2.4 FIRE DEPARTMENT SIAMESE CONNECTION (NOT USED)
2.5 SPRINKLERS
A. All sprinklers shall be FM approved. All sprinklers shall be either upright type, dry pendent type, or dry sidewall type. Provide FM
Approved quick response sprinklers in all areas, except that standard response sprinklers shall be provided in freezers, refrigerators, elevator hoistways, elevator machine rooms, and generator rooms.
B. Temperature Ratings: In accordance with NFPA 13 except that sprinklers in elevator shafts and elevator machine rooms shall be no less than intermediate temperature rated and sprinklers in generator rooms shall be no less than high temperature rated.
C. Provide sprinkler guards in accordance with NFPA 13 and when the elevation of the head is less than 7 feet 6 inches above finished floor. The sprinkler guard shall be listed or approved for use with the corresponding sprinkler.
2.6 SUPERVISORY NITROGEN SYSTEM (NOT USED)
21 13 16 - 6
2.7 SUPERVISORY AIR SYSTEM
A. Provide an air supply system in accordance with NFPA 13 and the manufacturers’ requirements. The air supply system shall be sized to pressurize the sprinkler system to 275 kPa (40 psi) within 30 minutes.
B. Air Compressor: Compressor shall be tank mounted, single stage oil-free type, air-cooled, electric-motor driven, equipped with a check valve, shutoff valve, automatic drain on drip leg, and pressure switch for automatic starting and stopping. Pressure switch settings to start and stop the compressor shall be as required by system conditions. A safety relief valve shall be provided.
2.8 AIR PRESSURE MAINTENANCE DEVICE
Air Pressure Maintenance Device: Air pressure maintenance device shall be UL listed or FM approved and shall automatically reduce supply air pressure to provide the pressure required to be maintained in the piping system. The device shall have a cast bronze body and valve housing complete with diaphragm assembly, spring, filter, ball check to prevent backflow, 1.6 mm (1/16 inch) restriction to prevent rapid pressurization of the system, and adjustment screw. The device shall be capable of reducing an inlet pressure of up to 680 kPa (100 psig) to a fixed outlet pressure adjustable to 70 kPa (10 psig).
2.9 SPRINKLER CABINET
A. Provide sprinkler cabinet with the required number of sprinkler heads of all ratings and types installed, and a sprinkler wrench for each type of sprinkler in accordance with NFPA 13.
B. Provide a list of sprinklers installed in the property in the cabinet.
The list shall include the following:
1. Manufacturer, model, orifice, deflector type, thermal sensitivity, and pressure for each type of sprinkler in the cabinet.
2. General description of where each sprinkler is used.
3. Quantity of each type present in the cabinet.
4. Issue or revision date of list.
2.10 SPRINKLER SYSTEM SIGNAGE
Rigid plastic, steel or aluminum signs with white lettering on a red background with holes for easy attachment. Sprinkler system signage shall be attached to the valve or piping with chain.
2.11 SWITCHES
A. OS&Y Valve Supervisory Switches shall be in a weatherproof die cast/red baked enamel, oil resistant, aluminum housing with tamper resistant
21 13 16 - 7 screws, 13 mm (1/2 inch) conduit entrance and necessary facilities for attachment to the valves. Provide two SPDT switches rated at 2.5 amps at 24 VDC.
B. Alarm Pressure Switches: Activation by any flow of water equal to or in excess of the discharge from one sprinkler. The alarm pressure switch shall be UL Listed or Factory Mutual Approved for the application in which it is used. Activation of the alarm pressure switch shall cause an alarm on the fire alarm system control unit.
C. High/Low Pressure Supervisory Switches: The pressure switch shall be UL
Listed or FM Approved and contain two single pole double throw contacts. Each switch shall be adjustable from 70 to 414 kPa (10 to 60 psi). The low pressure switch shall supervise pressure in the system and shall be set to activate at 70 kPa (10 psi) above the dry-pipe valve trip point pressure. The high pressure switch shall supervise pressure in the system and shall be set to activate at 70 kPa (10 psi) above the normal dry-pipe supervisory pressure. Activation of either high or low pressure switch shall cause a supervisory alarm on the fire alarm system control unit.
2.12 GAUGES
Provide gauges as required by NFPA 13. Provide gauges where the normal pressure of the system is at the midrange of the gauge.
2.13 PIPE HANGERS, SUPPORTS AND RESTRAINT OF SYSTEM PIPING
Pipe hangers, supports, and restraint of system piping shall be in accordance with NFPA 13.
2.14 WALL, FLOOR AND CEILING PLATES
Provide chrome plated steel escutcheon plates.
2.15 VALVE TAGS
Engraved black filled numbers and letters not less than 15 mm (1/2 inch) high for number designation, and not less than 8 mm (1/4 inch) for service designation on 19 gage, 40 mm (1-1/2 inches) round brass disc, attached with brass "S" hook, brass chain, or nylon twist tie.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Installation shall be accomplished by the licensed contractor. Provide a qualified technician, experienced in the installation and operation of the type of system being installed, to supervise the installation and testing of the system.
21 13 16 - 8
B. Installation of Piping: Accurately cut pipe to measurements established by the installer and work into place without springing or forcing. In any situation where bending of the pipe is required, use a standard pipe-bending template. Conceal piping in spaces that have finished ceilings. In stairways, locate piping as near to the ceiling as possible to prevent tampering by unauthorized personnel and to provide a minimum headroom clearance of 2250 mm (seven feet six inches). Piping shall not obstruct the minimum means of egress clearances required by
NFPA 101. Pipe hangers, supports, and restraint of system piping, shall be installed accordance with NFPA 13.
C. Welding: Conform to the requirements and recommendations of NFPA 13.
D. Pitching of Pipe: Conform to the requirements of NFPA 13.
E. Drains: Provide drips and drains, including low point drains, in accordance with NFPA 13. Pipe drains to discharge at safe points outside of the building. Do not provide a direct drain connection to sewer system or discharge into sinks.
F. Supervisory Switches: Provide supervisory switches for sprinkler control valves to monitor closure of the valve and for high and low system supervisory air/nitrogen pressure to monitor abnormal system pressures.
G. Pressure Alarm Switches: Install alarm pressure switches in easily accessible locations.
H. Inspector's Test Connection: Install and supply in conformance with
NFPA 13, and discharge to the exterior of the building. Locate test connection in an area not susceptible to mechanical damage. For dry-pipe sprinkler systems more than 2800 L (750 gal), provide the number of equivalent sprinkler outlets as calculated for water delivery time in accordance with NFPA 13.
I. Affix cutout disks, which are created by cutting holes in the walls of pipe for non-threaded pipe connections, to the respective pipe connection near to the pipe from where they were cut.
J. Provide escutcheon plates for exposed piping passing through walls, floors or ceilings.
K. Clearances: For systems requiring seismic protection, piping that passes through floors or walls shall have penetrations sized 50 mm (2 inches) nominally larger than the penetrating pipe for pipe sizes 25 mm
(1 inch) to 90 mm (3 ½ inches) and 100 mm (4 inches) nominally larger for penetrating pipe sizes 100 mm (4 inches) and larger.
21 13 16 - 9
L. Sleeves: Provide for pipes passing through masonry or concrete. Provide space between the pipe and the sleeve in accordance with NFPA 13. Seal this space with a UL Listed through penetration fire stop material in accordance with Section 07 84 00, FIRESTOPPING. Where core drilling is used in lieu of sleeves, also seal space around penetrations. Seal penetrations of walls, floors and ceilings of other types of construction, in accordance with Section 07 84 00, FIRESTOPPING.
M. Firestopping shall be provided for all penetrations of fire resistance rated construction. Firestopping shall comply with Section 07 84 00, FIRESTOPPING.
N. Painting of Pipe: In finished areas where walls and ceilings have been painted, paint primed surfaces with two coats of paint to match adjacent surfaces, except paint valves and operating accessories with two coats of gloss red enamel. Exercise care to avoid painting sprinklers. Painting of sprinkler systems above suspended ceilings and in crawl spaces is not required. Painting shall comply with Section 09
90 00, PAINTING. Any painted sprinkler shall be replaced with a new sprinkler.
O. Locate sprinkler cabinet adjacent to the dry-pipe sprinkler system riser or as directed by COR.
P. Sprinkler System Signage: Provide rigid sprinkler system signage in accordance with NFPA 13 and NFPA 25. Sprinkler system signage shall include, but not limited to, the following:
1. Identification Signs:
a. Provide signage for each control valve, drain valve, sprinkler cabinet, and inspector’s test.
b. Provide valve tags for each operable valve. Coordinate nomenclature and identification of operable valves with COR.
Where existing nomenclature does not exist, the Tag
Identification shall include no less than the following: (FP-B-
F/SZ-#) Fire Protection, Building Number, Floor Number/Smoke Zone
(if applicable), and Valve Number. (E.g., FP-500-1E-001) Fire
Protection, Building 500, First Floor East, Number 001.)
2. Instruction/Information Signs:
a. Provide signage for each control valve to indicate valve function and to indicate what system is being controlled.
b. Provide signage indicating the number and location of low point drains.
21 13 16 - 10
3. Hydraulic Placards:
a. Provide signage indicating hydraulic design information. The placard shall include location of the design area, discharge densities, required flow and residual pressure at the base of riser, occupancy classification, hose stream allowance, flow test information, and installing contractor. Locate hydraulic placard information signs at each dry-pipe valve.
Q. Repairs: Repair damage to the building or equipment resulting from the installation of the sprinkler system by the installer at no additional expense to the Government.
S. Interruption of Service: There shall be no interruption of the existing sprinkler protection, water, electric, or fire alarm services without prior permission of the Contracting Officer Representative. Contractor shall develop an interim fire protection program where interruptions involve in occupied spaces. Request in writing at least one week prior to the planned interruption.
3.2 INSPECTION AND TEST
A. Preliminary Testing: Flush newly installed systems prior to performing tests in order to remove any debris which may have been left as well as ensuring piping is unobstructed. Manually demonstrate nitrogen concentration in dry-pipe sprinkler system piping is at least 98%.
Hydrostatically test system, including the fire department connections, pneumatically test system, test air compressor fill time to operating pressure within 30 minutes, and trip test system as specified in NFPA
13, in the presence of the Contracting Officers Representative (COR) or their designated representative. For dry-pipe sprinkler systems with a quick-opening device, the system shall be trip tested with the quick-opening device functioning and with the quick-opening device disabled.
Record the time to water delivery for each test. Demonstrate pitch of pipe is in compliance with NFPA 13.
B. Final Inspection and Testing: Subject system to tests in accordance with NFPA 13, and when all necessary corrections have been accomplished, advise COR to schedule a final inspection and test.
Connection to the fire alarm system shall have been in service for at least ten days prior to the final inspection, with adjustments made to prevent false alarms. Furnish all instruments, labor and materials required for the tests and provide the services of the installation foreman or other competent representative of the installer to perform
21 13 16 - 11 the tests. Correct deficiencies and retest system as necessary, prior to the final inspection and testing. Include the operation of all features of the systems under normal operations in test. At the conclusion of final inspection and testing, blow out dry-pipe system piping using compressed air. Verify piping is fully drained, including low point drains.
3.3 INSTRUCTIONS
Furnish the services of a competent instructor for not less than two hours for instructing personnel in the operation and maintenance of the system on the dates requested by the COR.
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| 03 30 00.pdf |
| SECTION 03 30 00 CAST-IN-PLACE CONCRETE |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| 1.2 RELATED WORK |
| 1.3 TESTING AGENCY FOR CONCRETE MIX DESIGN |
| 1.4 TOLERANCES |
| 1.5 REGULATORY REQUIREMENTS |
| 1.6 SUBMITTALS |
| 1.7 DELIVERY, STORAGE, AND HANDLING |
| 1.8 PRE-CONCRETE CONFERENCE |
| 1.9 MOCK-UP (NOT REQUIRED) |
| 1.10 APPLICABLE PUBLICATIONS |
| PART 2 – PRODUCTS |
| 2.1 FORMS |
| 2.2 MATERIALS |
| 2.3 CONCRETE MIXES |
| 2.4 BATCHING AND MIXING |
| PART 3 – EXECUTION |
| 3.1 FORMWORK |
| 3.2 PLACING REINFORCEMENT |
| 3.3 VAPOR BARRIER |
| 3.4 SLABS receiving RESILIENT COVERING |
| 3.5 CONSTRUCTION JOINTS |
| 3.6 EXPANSION JOINTS AND CONTRACTION JOINTS |
| 3.8 HOT WEATHER |
| 3.9 COLD WEATHER |
| 3.10 PROTECTION AND CURING |
| 3.11 REMOVAL OF FORMS |
| 3.12 CONCRETE SURFACE PREPARATION |
| 3.13 CONCRETE FINISHES |
| 3.14 SURFACE TREATMENTS: |
| 3.15 APPLIED TOPPING |
| 3.16 RESURFACING FLOORS |
| 3.17 RETAINING WALLS |
| 3.18 PRECAST CONCRETE ITEMS |
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| 02 21 13.pdf |
| SECTION 02 21 13 SITE SURVEYS |
| PART 1 - GENERAL |
| 1.1 SUMMARY |
| 1.2 APPLICABLE PUBLICATIONS |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| PART 2 - PRODUCTS |
| 2.1 ACCESSORIES |
| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| 3.2 PREPARATION |
| 3.3 SURVEYS |
| 3.4 SURVEY DRAWING REQUIREMENTS |
| 32 05 23.pdf |
| PART 1 - GENERAL |
| 1.1 SUMMARY |
| A. Section Includes: |
| 1. Subbase for concrete pavements. |
| 2. Curbs, gutters, and combination curbs and gutters. |
| 3. Pedestrian Pavement: Walks, grade slabs. |
| 1.2 RELATED REQUIREMENTS |
| A. Field Testing: Section 01 45 29, TESTING LABORATORY SERVICES. |
| B. Subgrade Preparation and Subbase Compaction: Section 31 20 00, EARTHWORK. |
| 1.3 APPLICABLE PUBLICATIONS |
| A. Comply with references to extent specified in this section. |
| B. American Association of State Highway and Transportation Officials (AASHTO): |
| 1. M147-65-UL-04 - Materials for Aggregate and Soil-Aggregate Subbase, Base and Surface Courses. |
| 2. M233-86 - Boiled Linseed Oil Mixture for Treatment of Portland Cement Concrete. |
| C. American Concrete Institute (ACI): |
| 1. 305R-10 - Guide to Hot Weather Concreting. |
| 2. 306R-10 - Guide to Cold Weather Concreting. |
| D. American National Standards Institute (ANSI): |
| 1. B101.3 - Wet DOCF of Common Hard Surface Floor Materials (Including Action and Limit Thresholds for the Suitable Assessment of the Measured Values). |
| E. ASTM International (ASTM): |
| 1. C33/C33M-16 - Concrete Aggregates. |
| 2. C94/C94M-16 - Ready Mixed Concrete. |
| 3. C143/C143M-15a - Slump of Hydraulic Cement Concrete. |
| 4. C150/C150M-16 - Portland Cement. |
| 5. C171-16 - Sheet Materials for Curing Concrete. |
| 6. C260/C260M-10a - Air Entraining Admixtures for Concrete. |
| 7. C309-11 - Liquid Membrane Forming Compounds for Curing Concrete. |
| 8. C494/C494M-15a - Chemical Admixtures for Concrete. |
| 9. C618-15 - Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. |
| 10. C1240-15 - Silica Fume Used in Cementitious Mixtures. |
| 11. D1751-04(2013)e1 - Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). |
| 12. D5893/D5893M-10 - Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements. |
| 13. D6690-15 - Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements. |
| 1.4 PREINSTALLATION MEETINGS |
| A. Conduct preinstallation meeting at project site minimum 30 days before beginning Work of this section. |
| 1. Required Participants: |
| a. Contracting Officer's Representative. |
| b. Architect/Engineer. |
| c. Inspection and Testing Agency. |
| d. Contractor. |
| e. Installer. |
| f. Other installers responsible for adjacent and intersecting work, including excavation, plantings, traffic markings. |
| 2. Meeting Agenda: Distribute agenda to participants minimum 3 days before meeting. |
| a. Installation schedule. |
| b. Installation sequence. |
| c. Preparatory work. |
| d. Protection before, during, and after installation. |
| e. Installation. |
| f. Terminations. |
| g. Transitions and connections to other work. |
| h. Inspecting and testing. |
| i. Other items affecting successful completion. |
3. Document and distribute meeting minutes to participants to record decisions affecting installation.
| 1.5 SUBMITTALS |
| A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. |
| B. Submittal Drawings: |
| 1. Show size, configuration, and fabrication and installation details. |
| 2. Show reinforcing. |
| 3. Include jointing plan for concrete pavements, curbs and gutters. |
| C. Manufacturer's Literature and Data: |
| 1. Description of each product. |
| 2. Installation instructions. |
| D. Samples: Not required. |
| E. Test reports: Certify products comply with specifications. |
| 1. Concrete materials. |
| 2. Select subbase materials. |
| 3. Field test reports. |
| F. Certificates: Certify products comply with specifications. |
| 1. Expansion joint filler. |
| 2. Curing materials. |
| 3. Concrete protective coating. |
| G. Qualifications: Substantiate qualifications comply with specifications. |
| 1. Installer with project experience list. |
| 2. Land surveyor. |
| H. Concrete mix design. |
| I. Select subbase job-mix design. |
| J. Proposed hot and cold weather concreting methods. |
| K. Land surveyor's construction staking notes, before placing concrete. |
| 1. Identify discrepancies between field conditions and Drawings. |
| 1.6 QUALITY ASSURANCE |
| A. Installer Qualifications: |
| 1. Regularly installs specified products. |
| 2. Installed specified products with satisfactory service on five similar installations. |
| a. Project Experience List: Provide contact names and addresses for completed projects. |
| B. Land Surveyor: Professional land surveyor or engineer registered to provide land surveys in jurisdiction where project is located. |
| C. Preconstruction Testing: |
| 1. Engage independent testing laboratory to perform tests and submit reports. |
| a. Deliver samples to laboratory in number and quantity required for testing. |
| 2. Concrete mix design. |
| 3. Select subbase job-mix design. Report the following: |
| a. Material sources. |
| b. Gradation. |
| c. Plasticity index. |
| d. Liquid limit. |
| e. Laboratory compaction curves indicating maximum density at optimum moisture content. |
| 1.7 DELIVERY |
| A. Deliver steel reinforcement to prevent damage. |
| B. Before installation, return or dispose of distorted or damaged steel reinforcement. |
| C. Bulk Products: Deliver bulk products away from buildings, utilities, pavement, and existing turf and planted areas. Maintain dry bulk product storage away from contaminants. |
| 1.8 STORAGE AND HANDLING |
| A. Store products indoors in dry, weathertight facility. |
| B. Protect products from damage during handling and construction operations. |
| 1.9 FIELD CONDITIONS |
| A. Hot Weather Concreting Procedures: ACI 305R. |
| B. Cold Weather Concreting Procedures: ACI 306R. |
| 1. Use non-corrosive, non-chloride accelerator admixture. |
| 2. Do not use calcium chloride, thiocyanates or admixtures containing more than 0.05 percent chloride ions. |
| 1.10 WARRANTY |
| A. Construction Warranty: FAR clause 52.246-21, "Warranty of Construction." |
| PART 2 - PRODUCTS |
| 2.1 CONCRETE MATERIALS |
| A. Portland Cement: ASTM C150/C150M, Type I or II. |
| B. Pozzolans: |
| 1. Fly Ash: ASTM C618, Class C or F including supplementary optional physical requirements. |
| 2. Silica Fume: ASTM C1240. |
| C. Coarse Aggregate: ASTM C33/C33M; size to suit application. |
| D. Fine Aggregate: ASTM C33/C33M. |
| E. Mixing Water: Fresh, clean, and potable. |
| F. Air-Entraining Admixture: ASTM C260/C260M. |
| G. Chemical Admixtures: ASTM C494/C494M. |
| H. Expansion Joint Filler: ASTM D1751. |
| I. Sheet Materials for Curing Concrete: ASTM C171. |
| J. Color Pigment: ASTM C979/C979M, colored and white powder pigments. |
| 2.2 SELECT SUBBASE |
| A. Subbase: AASHTO M147 |
| 1. Select granular material composed of sand, sand-gravel, crushed stone, crushed or granulated slag, with or without soil binder, or combinations of these materials. |
B. Other Acceptable Gradations: Materials within three to five percent, plus or minus, of specified gradation, or as recommended by the geotechnical engineer and approved by the Contracting Officer's Representative.
| 2.3 FORMS |
| A. Forms: Wood, plywood, metal, or other materials, approved by Contracting Officer's Representative, of grade or type suitable to obtain type of finish specified. |
| 1. Plywood: Exterior grade, free of defects and patches on contact surface. |
| 2. Lumber: Sound, grade-marked, S4S stress graded softwood, minimum 50 mm (2 inches) thick, free from warp, twist, loose knots, splits, or other defects. |
| 3. Form Coating: As recommended by Architect/Engineer. |
| B. Provide forms suitable in cross-section, depth, and strength to resist springing during depositing and consolidating concrete. |
| 1. Do not use forms varying from straight line more than 3 mm in 3000 mm (1/8 inch in 10 feet), horizontally and vertically. |
C. Provide flexible or curved forms for forming radii.
| 2.4 CONCRETE CURING MATERIALS |
| A. Concrete curing materials, conform to one of the following: |
| 1. Burlap: Minimum 233 g/sq. m (7 ounces/sq. yd.) dry. |
| 2. Sheet Materials for Curing Concrete: ASTM C171. |
| 3. Curing Compound: ASTM C309, Type 1 clear; liquid membrane forming type, without paraffin or petroleum. |
| 2.5 CONCRETE MIXES |
| A. Design concrete mixes according to ASTM C94/C94M, Option C. |
| B. Concrete Type: Air-entrained. See Table I. |
| C. Maximum Slump: ASTM C143/C143M. See Table II. |
| 2.6 ACCESSORIES |
| A. Equipment and Tools: Obtain Contracting Officer's Representative's, approval of equipment and tools needed for handling materials and performing work before work begins. |
| B. Maintain equipment and tools in satisfactory working condition. |
| C. Sealants: |
| 1. Concrete Paving Expansion Joints: ASTM D5893/D5893M, Type SL, single component, self-leveling, silicone joint sealant. |
| 2. Concrete Paving Joints: ASTM D6690, Type IV, hot-applied, single component joint sealant. |
D. Concrete Protective Coating: AASHTO M233 linseed oil mixture.
| PART 3 - EXECUTION |
| 3.1 PREPARATION |
| A. Examine and verify substrate suitability for product installation. |
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