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Vandenberg Air Force Base Anti-Terrorism/Force Protection California Santa Maria Gate
SECTION 31 61 10
FORCE PROTECTION
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-02 Shop Drawings
Fabrication, Installation, and Control Drawings For All Force Protection Items
SD-03 Product Data
For all Items Covered Under This Specification, Including all Components
Manufacturer's descriptive data.
SD-06 Test Results and Procedures
Report Detailing Commissioning and Checking of all Systems
SD-10 Operation and Maintenance Data
Include Operation and Maintenance Data for all Force Protection Systems and Components
1.2 SYSTEM PERFORMANCE
1.2.1 Test Procedures
Within thirty (30) days of contract award, the Contractor shall submit six
(6) copies for approval, complete schematics, logic diagrams of the barrier control system, wrong way and overspeed detection systems, and complete test procedures for final acceptance testing. Tests procedures shall be written to test all Contractor supplied equipment including sensors, control devices, traffic signals, and the active vehicle barriers.
1.2.2 Acceptance Tests
Upon completion of installation of all active vehicle barriers and controls, the Contractor shall conduct a Final Acceptance Test per the approved test procedures to verify equipment performance for all modes of operation. Any equipment or sub-systems failing the Acceptance Test shall be replaced or repaired and re-tested to the Government's satisfaction before the entire system is accepted by the Government.
JCCA 07660-1 Page 1 SECTION 31 61 10
FA4610-16-R-5000
Attch 8
1.2.3 Training
Training support material shall include video tapes, manuals and interactive PC software sufficient to train current and subsequent personnel to such a degree that they can safely and astutely operate the barriers, detection systems, and ancillary equipment through standard daily operations to contingency, emergency, and recovery operations. The Contractor shall provide training to Base personnel in the operation and maintenance of the barriers, the barrier security system, overspeed and wrong way detection systems, safety features, and all installed equipment including:
a. Operations
1. Function and operation of barrier control switches
2. Barrier modes of operation
3. Access Control Point (ACP) security concept of operation
4. Barrier safety concept of operation
5. Tire Shredders
6. Overspeed and wrong way detection systems
b. Maintenance
1. Barriers
2. Security devices (e.g., overspeed and wrong detectors, annunciation devices, events recorder, etc.
3. Safety devices (e.g., traffic signals, gate arms, presence detectors, etc.)
4. Programmable Controller
5. Tire Shredder
1.2.4 Operation and Maintenance Manual
The Contractor shall provide an Operation and Maintenance Manual describing all barrier, tire shredder, overspeed, and wrong way detection systems controls, operational sequences, safety features, and security features.
The Operation and Maintenance Manual shall also describe maintenance requirements for all systems including barrier controls, security devices, safety devices, the programmable controller, traffic arms, and tire shredder.
1.2.5 Spare Parts
The Contractor shall provide a one (1) year supply of spare parts for all barriers, barrier controls, security devices, safety devices, the programmable controller, the tire shredder, and the overspeed and wrong way systems. The Contractor shall also provide one (1) replacement net for active barrier packaged for storage.
1.3 MANUFACTURER
1.3.1 Force Protection System
The Force Protection Systems shall be of proven design. Manufacturer shall have installed multiple similar systems in a DoD or other U.S. Government Agency Access Control Point (ACP) application, as defined in the Army ACP Standard Definitive Design. Contractor shall have documented experience
JCCA 07660-1 Page 2 SECTION 31 61 10 for all major components and features of each system.
1.3.2 Suppliers
The supplier of each system shall have documented "Exceptional Past Performance" within an ACP application supporting a Department of Defense or U.S. Government entity; past performance must be within the past three
(3) years. If past performance is acquired within a DoD Installation or other U.S. Government entity other than the U.S. Army, the supplier shall demonstrate understanding/compliance with the Army ACP Standard Definitive Design, dated December 2004.
The supplier shall be compliant with the Army ACP Standard Definitive Design and any regulation referenced within the Standard.
1.3.3 Acceptable Systems Suppliers
1. Universal Safety Response, Inc.
2. Approved Equal
1.3.4 Qualification Tests
1.3.4.1 Crash Test Certification
The Active Vehicle Barrier system shall be certified in accordance with the U.S. Department of State Standard for K12 testing as called out in DOS testing standard SD-STD-02.01, Revision A March 2003, or as approved by USACE Protective Design Center.
1.3.4.2 Reduced Risk
The K12 Active Vehicle Barrier System shall reduce risk of injury to vehicle occupants and property. The active vehicle barrier design shall be net based and energy absorbing using a proven design and demonstrated functionality, as verified through past performance.
PART 2 PRODUCTS
2.1 REQUIREMENTS
The requirements identify the quantities and locations of the Force Protection Equipment to be installed. The Contractor shall provide a complete and functional solution for all required system. All equipment shall be suitable for use in the weather patterns expected at Vandenberg Air Force Base. Specifically, all steel components shall be stainless steel or coated to resist the highly corrosive salt air environment.
The Contractor shall submit a detailed work plan which identifies equipment location, mountings, utility connections, interfaces with existing systems, control logic, work phasing for maintaining ACP operation, catalog cuts, testing, training, and schedule of activies for Government approval. The submittal shall include system drawings, manufacturer's data, system description and analysis, schedule of activities, phasing, and impacts to ongoing use of the gates during equipment installation. Equipment, materials, and installation shall conform to commercial and industrial standards and codes, and be in conformance with the Contract Documents.
JCCA 07660-1 Page 3 SECTION 31 61 10
2.2 BARRIERS
2.2.1 Active Vehicle Barriers
Active Vehicle Barriers shall be certified by either the Department of State or the Corps of Engineers Protective Design Center. The barriers shall be fully integrated with interfaces to existing or related systems as required. Active vehicle barriers shall be provided in accordance with requirements shown on the Drawings. Barriers must be K12 rated and cannot have buttresses or other protrusions above the roadway surface between lines. The vehicle barrier supplier shall provide complete schematic and logic diagram of the barrier control system along with complete test procedures for final acceptance testing. The vehicle barrier supplier shall provide full-time onsite direction to the installing contractor (if different than the supplier) during installation of all barrier control elements and connecting wiring. The barrier supplier shall be required to perform tests per approved test procedures to verify barrier performance for all modes of operation. The barrier supplier's final acceptance test shall include testing of the full range of operation of all sensor utilized in the barrier control system.
2.2.2 Barrier Controls
Barrier controls shall be located in the overwatch with secondary controls in each entry lane guard booth and at the guard shack positions in accordance with the Drawings.
2.2.3 Programmable Logic Controller (PLC)
PLC, a programmable controller shall be provided to control both normal and emergency operation of the active vehicle barriers as well as all traffic control devices and signals. The PLC shall control actions and sequences including barrier Emergency Fast Operate (EFO) commands at the Overwatch Position; barrier close circuit energization; barrier fully closed; traffic signal operation; lane control signal operation; tire shredder; as well as the overspeed and wrong way alarms.
2.2.4 Signage and Signals
Signage and signals related to barrier operation shall be installed in an integrated manner to operate in the functionality identified on the Drawings. The Contractor shall install all associated electrical and controls systems, mounting devices, and associated appurtenances.
2.2.5 Sensors and Security Devices
Sensors and security devices shall include overspeed and wrong way vehicle detection in accordance with the Drawings and the Army Access Control Point Standard Definitive Design, paragraph 4.1.
2.3 OVERSPEED AND WRONG WAY DETECTION AND ALARM
2.3.1 Continuous Overspeed Detection-Two Speed Zones
Two sets of overspeed detectors shall be installed. The first set shall cover a zone (Zone 1) from 600 feet to 198 feet in front of the ID Check area. The second set shall cover a zone (Zone 2) from 198 feet in front of the ID Check area to the ID Check area. Zone 1 overspeed detectors shall be set at 10 mph over the posted ACP speed limited of 25 mph at the ACP
JCCA 07660-1 Page 4 SECTION 31 61 10
Entrance. The ACP speed limit shall be reduced from 25 mph to 15 mph at 250 feet in front of the ID Check Position. Zone 2 overspeed shall be set at 20 mph. Overspeed detectors can be mounted on the underside of the Guardhouse roof. Speed detectors can be forward or reverse looking.
Sensors can use radar, lidar, video motion, or other technologies capable of detecting vehicle speeds over a continuous range in the zones described above.
2.3.2 Wrong Way Detection
Wrong way detectors shall be installed to detect vehicles traveling the wrong way in the outbound lanes. Wrong way detectors shall be installed at the ACP entrance as shown on the Drawings. Sensors can be induction loops, radar, lidar, video motion, or other technologies capable of detecting a vehicle traveling the wrong way.
2.3.3 Vehicle Barrier Safety Loops
Vehicle presence sensors shall be deployed at all active vehicle barriers to detect a vehicle immediately over the barrier.
2.3.4 Alarm Panels
Overspeed and wrong way detectors shall initiate alarm panels located in the Guard Shack and in the overwatch position. Each alarm panel shall contain separate back lit "OVERSPEED" and "WRONG WAY" alarm messages. Upon detection of a speeding or wrong way vehicle, each alarm panel shall flash yellow with the appropriate message and sound an audible alarm to the ID Check Area and Overwatch Position Guards.
PART 3 EXECUTION
3.1 INSTALLATION
The Contractor shall provide all labor, materials, equipment, and incidentals to furnish and install complete and functional systems which incorporate primary equipment identified in the Contract Documents.
System installation shall include required coordination and interface with existing Base systems to include all required utilities, communications, central monitoring, mounting pads, poles, stanchions, etc., for complete functional and operable systems. This effort includes purchase, installation, and performance testing of the equipment, as well as integration, operator training, operation maintenance documentation, and systems warranty. Contractor shall coordinate phasing requirements such as lane closure or closure time restrictions required for the installation and performance testing in conjunction with the Contracting Officer. All installed equipment shall include a one (1) year warranty for parts and labor.
3.2 SUPPLIERS REPRESENTATIVE
All Force Protection equipment shall be installed under the supervision of an equipment suppliers Authorized Representative, and in strict accordance with the approved installation drawings.
3.3 WARRANTY
In addition to any other warranties set out elsewhere in this contract, the
JCCA 07660-1 Page 5 SECTION 31 61 10
Contractor warrants that work performed under this contract conforms to the contract requirements and is free of any defect of equipment, material, or design furnished, or workmanship performed by the Contractor or any of his subcontractors or suppliers. Such warranty shall continue for a period of one year from the date of final acceptance of the project. Under this warranty, the Contractor shall remedy at his own expense any failure to conform or any defect. In addition, the Contractor shall remedy at his own expense any damage to Government owned or controlled property, when that damage is the result of the Contractor's failure to conform to contract requirements. The Contractor shall also restore any work damaged in fulfilling the terms of this clause. The Contractor's warranty with respect to work repaired or replaced hereunder will run for one year from the date of such repair or replacement.
-- End of Section --
JCCA 07660-1 Page 6 SECTION 31 61 10
| DIVISION 01 - GENERAL REQUIREMENTS |
| RECYCLED / RECOVERED MATERIALS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 OBJECTIVES |
| 1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK |
| 1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK |
| 1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED IN |
| 1.6 SUBMITTALS |
| DIVISION 03 - CONCRETE |
| CAST-IN-PLACE CONCRETE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALIFICATIONS FOR CONCRETE TESTING SERVICE |
| 1.4 QUALIFICATIONS FOR WELDING WORK |
| 1.5 CONCRETE SAMPLING AND TESTING |
| 1.6 CONCRETE DESIGN MIXES |
| 1.7 DELIVERY AND STORAGE OF MATERIALS |
| 1.8 SHOP DRAWINGS |
| 1.9 GENERAL INFORMATION |
| PART 2 PRODUCTS |
| 2.1 CONCRETE MATERIALS |
| 2.1.1 Concrete Aggregates |
| 2.1.2 Portland Cement |
| 2.1.3 Admixtures |
| 2.1.3.1 Air-Entraining Admixtures |
| 2.1.3.2 Water-Reducing Admixtures |
| 2.1.3.3 Pozzolan |
2.1.4 Water
| 2.2 READY-MIX CONCRETE |
| 2.3 FORM FACING MATERIALS |
| 2.3.1 Concrete Form Plywood Standard Rough |
| 2.3.2 Overlaid Concrete Form Plywood Standard Smooth |
| 2.4 REINFORCEMENT MATERIALS |
| 2.4.1 Reinforcing Bars |
| 2.4.2 Galvanized Reinforcing Bars |
| 2.4.3 Weldable Reinforcing Bars |
| 2.4.4 Epoxy-Coated Reinforcing Bars |
| 2.4.5 Steel Wire |
| 2.4.6 Dowels for Load Transfer in Floors |
| 2.4.7 Welded Wire Fabric |
| 2.4.8 Supports for Reinforcement |
| 2.5 JOINT MATERIALS |
| 2.5.1 Preformed Joint Filler Strips |
| 2.5.2 Joint Sealant Compound |
| 2.6 WATER-VAPOR BARRIER SUBGRADE COVER |
| 2.7 BONDING MATERIALS |
| 2.7.1 Concrete Bonding Agent |
| 2.7.2 Epoxy-Resin Adhesive Binder |
| 2.8 FLOOR FINISH MATERIALS |
| 2.8.1 Liquid Chemical Floor Hardener |
| 2.9 CONCRETE CURING MATERIALS |
| 2.9.1 Absorptive Cover |
| 2.9.2 Moisture-Retaining Cover |
| 2.9.3 Water |
| 2.9.4 Membrane-Forming Curing Compound |
| 2.10 CLASSIFICATION AND QUALITY OF CONCRETE |
| 2.10.1 Concrete Requirements |
| 2.10.2 Maximum Size of Aggregate |
| PART 3 EXECUTION |
| 3.1 FORMWORK |
| 3.1.1 General |
| 3.1.2 Design and Construction of Form work |
| 3.1.3 Forms for Standard Rough Form Finish |
| 3.1.4 Forms for Standard Smooth Form Finish |
| 3.1.5 Form Ties |
| 3.1.6 Tolerances for Form Construction |
| 3.1.7 Preparation of Form Surfaces |
| 3.1.8 Removal of Forms |
| 3.1.9 Re-Use of Forms |
| 3.2 REINFORCEMENT FABRICATION AND INSTALLATION |
| 3.2.1 General |
| 3.2.2 Fabrication |
| 3.2.3 Placing Reinforcement |
| 3.2.4 Spacing of Reinforcing Bars |
| 3.2.5 Splices in Reinforcement |
| 3.2.6 Concrete Protection for Reinforcement |
| 3.2.7 Welding |
| 3.3 JOINTS |
| 3.3.1 Construction Joints |
| 3.3.2 Waterstops |
| 3.3.3 Isolation Joints in Slabs on Ground |
| 3.3.4 Control Joints in Slabs on Ground |
| 3.3.5 Sealing Joints in Slabs on Ground |
| 3.4 INSTALLATION OF ANCHORAGE DEVICES |
| 3.4.1 General |
| 3.4.2 Placing Anchorage Devices |
| 3.5 PREPARATIONS FOR CONCRETE PLACING |
| 3.5.1 General |
| 3.5.2 Subgrade Under Foundations and Footings |
| 3.5.3 Subgrade Under Slabs on Ground |
| 3.5.4 Formwork |
| 3.5.5 Edge Forms and Screed Strips for Slabs |
| 3.5.6 Reinforcement and Other Embedded Items |
| 3.6 CONCRETE CONVEYING |
| 3.6.1 Transfer of Concrete At Project Site |
| 3.6.2 Mechanical Equipment for Conveying Concrete |
| 3.7 CONCRETE PLACING |
| 3.7.1 Weather Limitations and Protection |
| 3.7.2 General Placing Requirements |
| 3.7.3 Placing Concrete in Forms |
| 3.7.4 Placing Concrete Slabs |
| 3.7.5 Bonding |
| 3.8 FINISHING OF FORMED SURFACES |
| 3.8.1 Repairing and Patching Defective Areas |
| 3.8.2 Standard Rough Form Finish |
| 3.8.3 Standard Smooth Finish |
| 3.8.4 Grout Finish |
| 3.8.5 Related Unformed Surfaces |
| 3.9 FINISHING OF SLABS |
| 3.9.1 Scratch Finish |
| 3.9.2 Float Finish |
| 3.9.3 Trowel Finish |
| 3.9.4 Chemical-Hardener Treatment |
| 3.9.5 Non-Slip Broom Finish |
| 3.10 CONCRETE CURING AND PROTECTION |
| 3.10.1 General |
| 3.10.2 Curing Methods |
| 3.10.3 Curing Formed Surfaces |
| 3.10.4 Curing Unformed Surfaces |
| 3.10.5 Temperature of Concrete During Curing |
| 3.10.6 Protection from Mechanical Injury |
| 3.10.7 Protection After Curing |
| 3.11 QUALITY-CONTROL TESTING DURING CONSTRUCTION |
| 3.12 INSPECTION AND ACCEPTANCE PROVISIONS |
| 3.12.1 Evaluation of Compressive Strength Tests |
| 3.12.2 Strength of Concrete Structure |
| 3.12.3 Testing Concrete Structure for Strength |
| DIVISION 04 - MASONRY |
| MASONRY |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, HANDLING, AND STORAGE |
| 1.3.1 Masonry Units |
| 1.3.2 Reinforcement, Anchors, and Ties |
| 1.3.3 Cementitious Materials, Sand and Aggregates |
| 1.4 STRUCTURAL MASONRY |
| 1.4.1 Special Inspection |
| 1.4.2 Unit Strength Method |
| 1.4.3 Seismic Requirement |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Testing |
| 1.5.2 Spare Vibrator |
| 1.5.3 Bracing and Scaffolding |
| PART 2 PRODUCTS |
| 2.1 GENERAL REQUIREMENTS |
| 2.2 CONCRETE MASONRY UNITS CMU |
| 2.2.1 Aggregates |
| 2.2.2 Kinds and Shapes |
| 2.3 PRECAST CONCRETE ITEMS |
| 2.3.1 Lintels |
| 2.3.2 Sills and Copings |
| 2.4 MORTAR FOR STRUCTURAL MASONRY |
| 2.5 WATER-REPELLANT ADMIXTURE |
| 2.6 GROUT AND READY-MIXED GROUT |
| 2.6.1 Admixtures for Grout |
| 2.6.2 Grout Barriers |
| 2.7 ANCHORS, TIES, AND BAR POSITIONERS |
| 2.7.1 Wire Mesh Ties |
| 2.7.2 Wall Ties |
| 2.7.3 Dovetail Anchors |
| 2.7.4 Adjustable Anchors |
| 2.7.5 Bar Positioners |
| 2.8 JOINT REINFORCEMENT |
| 2.9 REINFORCING STEEL BARS AND RODS |
| 2.10 CONTROL JOINT KEYS |
| 2.11 EXPANSION-JOINT MATERIALS |
| 2.12 WEEP HOLE VENTILATORS |
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.1.1 Hot Weather Installation |
| 3.1.2 Cold Weather Installation |
| 3.1.2.1 Protection |
| 3.1.2.2 Completed Masonry and Masonry Not Being Worked On |
| 3.1.3 Stains |
| 3.1.4 Loads |
| 3.1.5 Surfaces |
| 3.2 LAYING MASONRY UNITS |
| 3.2.1 Forms and Shores |
| 3.2.2 Reinforced Concrete Masonry Units Walls |
| 3.2.3 Concrete Masonry Units |
| 3.2.4 Tolerances |
| 3.2.5 Cutting and Fitting |
| 3.2.6 Jointing |
| 3.2.6.1 Flush Joints |
| 3.2.6.2 Tooled Joints |
| 3.2.6.3 Door and Window Frame Joints |
| 3.2.7 Joint Widths |
| 3.2.7.1 Concrete Masonry Units |
| 3.2.8 Embedded Items |
| 3.2.9 Unfinished Work |
| 3.2.10 Masonry Wall Intersections |
| 3.3 WEEP HOLES |
| 3.4 MORTAR |
| 3.5 REINFORCING STEEL |
| 3.5.1 Positioning Bars |
| 3.5.2 Splices |
| 3.6 JOINT REINFORCEMENT INSTALLATION |
| 3.7 PLACING GROUT |
| 3.7.1 Vertical Grout Barriers for Fully Grouted Walls |
| 3.7.2 Horizontal Grout Barriers |
| 3.7.3 Grout Holes and Cleanouts |
| 3.7.3.1 Grout Holes |
| 3.7.3.2 Cleanouts for Hollow Unit Masonry Construction |
| 3.7.4 Grouting Equipment |
| 3.7.4.1 Grout Pumps |
| 3.7.4.2 Vibrators |
| 3.7.5 Grout Placement |
| 3.7.5.1 Low-Lift Method |
| 3.7.5.2 High-Lift Method |
| 3.8 BOND BEAMS |
| 3.9 CONTROL JOINTS |
| 3.10 LINTELS |
| 3.10.1 Masonry Lintels |
| 3.10.2 Precast Concrete and Steel Lintels |
| 3.11 SILLS AND COPINGS |
| 3.12 ANCHORAGE TO CONCRETE AND STRUCTURAL STEEL |
| 3.12.1 Anchorage to Concrete |
| 3.12.2 Anchorage to Structural Steel |
| 3.13 PARGING |
| 3.14 POINTING AND CLEANING |
| 3.14.1 Concrete Masonry Unit Surfaces |
| 3.15 PROTECTION |
| 3.16 WASTE MANAGEMENT |
| 3.17 TEST REPORTS |
| 3.17.1 Field Testing of Mortar |
| 3.17.2 Field Testing of Grout |
| 3.17.3 Efflorescence Test |
| 3.17.4 Prism Tests |
| DIVISION 05 - METALS |
| METAL: MISCELLANEOUS AND FABRICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALIFICATION OF WELDERS |
| 1.4 DELIVERY, STORAGE, AND PROTECTION |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Structural Carbon Steel |
| 2.1.2 Structural Tubing |
| 2.1.3 Steel Pipe |
| 2.1.4 Fittings for Steel Pipe |
| 2.1.5 Anchor Bolts |
| 2.1.5.1 Lag Screws and Bolts |
| 2.1.5.2 Toggle Bolts |
| 2.1.5.3 Bolts, Nuts, Studs and Rivets |
| 2.1.5.4 Powder Driven Fasteners |
| 2.1.5.5 Screws |
| 2.1.5.6 Washers |
2.1.6 Aluminum Alloy Products
| 2.2 FABRICATION FINISHES |
| 2.2.1 Galvanizing |
| 2.2.2 Galvanize |
| 2.2.3 Repair of Zinc-Coated Surfaces |
| 2.2.4 Shop Cleaning and Painting |
| 2.2.4.1 Surface Preparation |
| 2.2.4.2 Pretreatment, Priming and Painting |
| 2.2.5 Nonferrous Metal Surfaces |
| 2.2.6 Aluminum Surfaces |
| 2.2.6.1 Surface Condition |
| 2.2.6.2 Aluminum Finishes |
| 2.3 GUARDRAILS AND GATES |
| 2.3.1 Steel Guardrails and Gates, Including Carbon Steel Inserts |
| 2.4 LADDERS |
| 2.4.1 Ship's Ladder |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION REQUIREMENTS |
| 3.2 WORKMANSHIP |
| 3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS |
| 3.4 BUILT-IN WORK |
| 3.5 WELDING |
| 3.6 FINISHES |
| 3.6.1 Dissimilar Materials |
| 3.6.2 Field Preparation |
| 3.6.3 Environmental Conditions |
| 3.7 LADDERS |
| 3.8 STEEL STAIRS |
| DIVISION 06 - WOOD AND PLASTICS |
| ROUGH CARPENTRY |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY AND STORAGE |
| 1.4 GRADING AND MARKING |
| 1.4.1 Lumber |
| 1.4.2 Plywood |
| 1.4.3 Preservative-Treated Lumber and Plywood |
| 1.5 SIZES AND SURFACING |
| 1.6 MOISTURE CONTENT |
| 1.7 PRESERVATIVE TREATMENT |
| 1.7.1 New Construction |
| 1.8 QUALITY ASSURANCE |
| 1.8.1 Certificates of Grade |
| 1.8.2 Humidity Requirements |
1.9 ENVIRONMENTAL REQUIREMENTS
| PART 2 PRODUCTS |
| 2.1 LUMBER |
| 2.1.1 Framing Lumber |
| 2.2 PLYWOOD |
| 2.2.1 Roof Sheathing |
| 2.2.1.1 Plywood |
| 2.3 UNDERLAYMENT |
| 2.3.1 Plywood |
| 2.4 OTHER MATERIALS |
| 2.4.1 Building Paper |
| 2.4.2 Miscellaneous Wood Members |
| 2.4.2.1 Blocking |
| 2.4.2.2 Rough Bucks and Frames |
2.4.3 Adhesives
| 2.5 ROUGH HARDWARE |
| 2.5.1 Bolts, Nuts, Studs, and Rivets |
| 2.5.2 Anchor Bolts |
| 2.5.3 Expansion Shields |
| 2.5.4 Lag Screws and Lag Bolts |
| 2.5.5 Toggle Bolts |
| 2.5.6 Wood Screws |
| 2.5.7 Nails and Staples |
| 2.5.8 Wire Nails |
| 2.5.9 Clip Angles |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Sills |
| 3.1.1.1 Anchors in Masonry |
| 3.1.1.2 Anchors in Concrete |
| 3.1.2 Roof Framing or Rafters |
| 3.1.3 Bridging |
| 3.1.3.1 Wood Cross-Bridging |
| 3.1.3.2 Metal Cross-Bridging |
| 3.1.4 Building Paper |
| 3.1.5 Ceiling Joists |
| 3.1.6 Metal Framing Anchors |
| 3.2 MISCELLANEOUS |
| 3.2.1 Wood Roof Nailers, Edge Strips, Crickets, Curbs, and Cants |
| 3.2.1.1 Roof Edge Strips and Nailers |
| 3.2.1.2 Crickets, Cants, and Curbs |
3.2.2 Wood Blocking
3.3 WASTE MANAGEMENT
| DIVISION 07 - THERMAL AND MOISTURE PROTECTION |
| ROOF TILES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY AND STORAGE |
| 1.4 WARRANTIES |
| 1.4.1 Contractor's Warranty |
| 1.5 COORDINATION |
| 1.6 EXTRA STOCK |
| 1.7 QUALITY ASSURANCE |
| 1.7.1 Qualifications of Roofing Personnel |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Clay Tile |
| 2.2 UNDERLAYMENT MEMBRANE |
| 2.2.1 Asphalt Glass Felt |
| 2.2.2 Asphalt-Saturated Felt |
| 2.2.3 Flexible Hip and Ridge Flashing |
| 2.3 FASTENERS |
| 2.3.1 Nails For Applying Felt Underlayment |
| 2.3.2 Nails for Installation of Tile |
| 2.3.3 Twisted-Wire Tie System |
| 2.3.4 Single-Line Wire Tie System |
| 2.3.5 Wind Locks |
| 2.4 PRESERVATIVE-TREATED LUMBER |
| 2.5 MORTAR |
| 2.6 ASPHALT PLASTIC CEMENT |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 PREPARATION |
| 3.2.1 Cleaning |
| 3.3 INSTALLATION |
| 3.3.1 Felt Underlayment |
| 3.3.2 Clay Roofing Tile Installation |
| 3.3.3 CLEANING |
| FLASHING AND SHEET METAL |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 General Requirements |
| 1.3 SUBMITTALS |
| 1.4 DELIVERY, HANDLING, AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Exposed Sheet Metal Items |
| 2.1.2 Drainage |
| 2.1.3 Steel Sheet, Zinc-Coated Galvanized |
| 2.1.3.1 Finish |
| 2.1.4 Zinc Sheet and Strip |
| 2.1.5 Solder |
| 2.1.6 Polyvinyl Chloride Reglet |
| 2.1.7 Bituminous Plastic Cement |
| 2.1.8 Roofing Felt |
| 2.1.9 Asphalt Primer |
| 2.1.10 Fasteners |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Workmanship |
| 3.1.2 Nailing |
| 3.1.3 Bolts, Rivets, and Screws |
| 3.1.4 Seams |
| 3.1.4.1 Flat-lock Seams |
| 3.1.4.2 Lap Seams |
| 3.1.4.3 Loose-Lock Expansion Seams |
| 3.1.4.4 Flat Seams |
| 3.1.5 Soldering |
| 3.1.5.1 Edges |
| 3.1.6 Welding and Mechanical Fastening |
| 3.1.7 Protection from Contact with Dissimilar Materials |
| 3.1.7.1 Metal Surfaces |
| 3.1.7.2 Wood or Other Absorptive Materials |
| 3.1.8 Expansion and Contraction |
| 3.1.9 Gravel Stops and Fascias |
| 3.1.9.1 Edge Strip |
| 3.1.9.2 Joints |
| 3.1.10 Metal Drip Edge |
| 3.1.11 Flashing at Roof Penetrations and Equipment Supports |
| 3.1.12 Single Pipe Vents |
| 3.1.13 Stepped Flashing |
| 3.2 PAINTING |
| 3.3 CLEANING |
| 3.4 REPAIRS TO FINISH |
| 3.5 FIELD QUALITY CONTROL |
| JOINT SEALANTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 ENVIRONMENTAL CONDITIONS |
| 1.4 DELIVERY AND STORAGE |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Compatibility with Substrate |
| 1.5.2 Joint Tolerance |
1.6 SPECIAL WARRANTY
| PART 2 PRODUCTS |
| 2.1 SEALANTS |
| 2.1.1 Interior Sealant |
| 2.1.2 Exterior Sealant |
| 2.1.3 Floor Joint Sealant |
| 2.2 PRIMERS |
| 2.3 BOND BREAKERS |
| 2.4 BACKSTOPS |
| 2.4.1 Rubber |
2.5 CLEANING SOLVENTS
| PART 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.1.1 Steel Surfaces |
| 3.1.2 Aluminum or Bronze Surfaces |
| 3.1.3 Concrete and Masonry Surfaces |
| 3.1.4 Wood Surfaces |
| 3.2 SEALANT PREPARATION |
| 3.3 APPLICATION |
| 3.3.1 Joint Width-To-Depth Ratios |
| 3.3.2 Masking Tape |
| 3.3.3 Backstops |
| 3.3.4 Primer |
| 3.3.5 Bond Breaker |
| 3.3.6 Sealants |
| 3.4 PROTECTION AND CLEANING |
| 3.4.1 Protection |
| 3.4.2 Final Cleaning |
| DIVISION 08 - DOORS AND WINDOWS |
| STEEL DOORS AND FRAMES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 STANDARD STEEL DOORS |
| 2.1.1 Classification - Level, Performance, Model |
| 2.1.1.1 Standard Duty Doors |
| 2.1.1.2 Heavy Duty Doors |
| 2.2 CUSTOM HOLLOW METAL DOORS |
| 2.3 STANDARD STEEL FRAMES |
| 2.3.1 Welded Frames |
| 2.3.2 Terminated Stops |
| 2.3.3 Anchors |
| 2.3.3.1 Wall Anchors |
| 2.3.3.2 Floor Anchors |
| 2.4 WEATHERSTRIPPING |
| 2.5 HARDWARE PREPARATION |
| 2.6 FINISHES |
| 2.6.1 Hot-Dip Zinc-Coated and Factory-Primed Finish |
| 2.6.2 Electrolytic Zinc-Coated Anchors and Accessories |
| 2.7 FABRICATION AND WORKMANSHIP |
| 2.7.1 Grouted Frames |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Frames |
| 3.1.2 Doors |
| 3.2 PROTECTION |
| 3.3 CLEANING |
| BULLET-RESISTANT COMPONENTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.2.1 Design Requirements |
| 1.2.2 Performance Requirements |
| 1.3 SUBMITTALS |
| 1.4 STANDARD PRODUCTS |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 GENERAL |
| 2.2 FINISHES |
| 2.3 BULLET-RESISTANT STEEL PERSONNEL DOORS |
| 2.3.1 Frame Anchors |
| 2.4 BULLET-RESISTANT STEEL WINDOWS |
| 2.4.1 Glazing Materials |
| 2.4.1.1 Laminated Glass |
| 2.4.1.2 Acrylic Plastic Sheets |
| 2.4.1.3 Polycarbonate Plastic Sheets |
| 2.4.2 Adhesive Interlayer Materials |
| 2.4.3 Sealants |
| 2.5 BULLET-RESISTANT PREFABRICATED MODULAR ENCLOSURE |
| 2.6 ACCESSORIES |
| 2.7 LABELING |
| 2.8 FASTENERS |
| 2.9 CORROSION PROTECTION - DISSIMILAR MATERIALS |
| 2.10 SHOP/FACTORY FINISHING |
| 2.10.1 Ferrous Metal |
| 2.10.2 Galvanizing |
| 2.10.3 Aluminum |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.2 PREPARATION AND PROTECTION |
| 3.3 INSTALLATION |
| 3.4 FRAMED INSTRUCTIONS |
| 3.5 ELECTRICAL WORK |
| 3.6 ADJUSTING/CLEANING |
| 3.7 SCHEDULING |
| STEEL WINDOWS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 TEST REPORT REQUIREMENTS |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Sheet Steel |
| 2.1.2 Zinc-Coated Sheet Steel |
| 2.1.3 Zinc Coating |
| 2.1.4 Corrosion Resisting Sheet Steel |
| 2.1.5 Screws and Bolts |
| 2.2 FABRICATION OF WINDOWS |
| 2.3 PROVISIONS FOR GLAZING |
| 2.4 METAL-TO-METAL JOINTS |
| 2.5 ACCESSORIES |
| 2.5.1 Anchors |
| 2.5.2 Weatherstripping |
| 2.5.3 Hardware |
| 2.5.3.1 Material and Finish |
| 2.5.4 Fasteners |
| 2.5.5 Metal Sub-frames and Stools |
| 2.6 WINDOW FINISH |
| 2.6.1 Shop Primed Finish |
2.7 WINDOW TYPES
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 ANCHORS AND FASTENINGS |
| 3.3 WEATHERSTRIPPING |
| 3.4 ADJUSTMENTS AFTER INSTALLATION |
| 3.5 CLEANING |
| 3.6 WASTE MANAGEMENT |
| DOOR HARDWARE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 HARDWARE SCHEDULE |
| 1.4 KEY BITTING CHART REQUIREMENTS |
| 1.5 QUALITY ASSURANCE |
| 1.6 DELIVERY, STORAGE, AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 TEMPLATE HARDWARE |
| 2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS |
| 2.3 HARDWARE ITEMS |
| 2.3.1 Hinges |
| 2.3.2 Pivots |
| 2.3.3 Spring Hinges |
| 2.3.4 Locks and Latches |
| 2.3.4.1 Mortise Locks and Latches |
| 2.3.4.2 Bored Locks and Latches |
| 2.3.4.3 Residential Bored Locks and Latches |
| 2.3.5 Cylinders and Cores |
| 2.3.6 Keying System |
| 2.3.7 Lock Trim |
| 2.3.7.1 Knobs and Roses |
| 2.3.7.2 Lever Handles |
| 2.3.7.3 Texture |
| 2.3.8 Keys |
| 2.3.9 Closers |
| 2.3.9.1 Identification Marking |
| 2.3.10 Door Protection Plates |
| 2.3.10.1 Sizes of Mop and Kick Plates |
| 2.3.11 Door Stops and Silencers |
| 2.3.12 Thresholds |
| 2.3.13 Weather Stripping Gasketing |
| 2.3.14 Rain Drips |
| 2.3.14.1 Door Rain Drips |
| 2.3.14.2 Overhead Rain Drips |
2.3.15 Special Tools
| 2.4 FASTENERS |
| 2.5 FINISHES |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Weather Stripping Installation |
| 3.1.1.1 Stop-Applied Weather Stripping |
3.1.2 Threshold Installation
| 3.2 HARDWARE LOCATIONS |
| 3.3 FIELD QUALITY CONTROL |
| 3.4 HARDWARE SETS |
| DETENTION AND SECURITY GLAZING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 ENVIRONMENTAL CONDITIONS |
| 1.5 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 SECURITY GLAZING ASSEMBLIES |
| 2.1.1 Glass-Clad Polycarbonate |
| 2.1.2 Plastic Laminated Bonded Construction |
| 2.2 SECURITY GLAZING MATERIALS |
| 2.2.1 Glass, Chemically Strengthened |
| 2.3 SETTING MATERIALS |
| 2.3.1 Glazing Compound |
| 2.3.2 Elastomeric Sealant |
| 2.3.3 Preformed Channels |
| 2.3.4 Sealing Tapes |
| 2.3.5 Setting Blocks and Edge Blocks |
| 2.3.6 Accessories |
| PART 3 EXECUTION |
| 3.1 GLAZING TYPES |
| 3.2 PREPARATION |
| 3.3 GLASS SETTING |
| 3.3.1 Plastic Sheet |
3.4 CLEANING
| DIVISION 09 - FINISHES |
| STUCCO |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY AND STORAGE |
| 1.4 ENVIRONMENTAL CONDITIONS |
| PART 2 PRODUCTS |
| 2.1 PORTLAND CEMENT |
| 2.2 LIME |
| 2.3 SAND |
| 2.4 ACCESSORIES |
| 2.5 STEEL FRAMING |
| 2.6 METAL LATH |
| 2.7 WATER |
| PART 3 EXECUTION |
| 3.1 FRAMING |
| 3.2 CONTROL JOINTS |
| 3.3 LATH |
| 3.3.1 Steel and Wood Supports |
| 3.3.2 On Concrete and Masonry |
| 3.3.3 Over Metal Lintels and Flashings |
| 3.3.4 Special Shapes, Profiles, and Contours |
| 3.4 FURRING |
| 3.5 PREPARATION OF SURFACES |
| 3.6 PROPORTIONS AND MIXING |
| 3.7 STUCCO APPLICATION |
| 3.7.1 Workmanship |
| 3.7.2 Brown Coat |
| 3.7.3 Finish Coat |
| 3.7.4 Surface Tolerance |
| 3.8 CURING AND PROTECTION |
| 3.9 PATCHING AND POINTING |
| GYPSUM BOARD |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.3.1 Delivery |
| 1.3.2 Storage |
| 1.3.3 Handling |
| 1.4 ENVIRONMENTAL CONDITIONS |
| 1.4.1 Temperature |
| 1.4.2 Exposure to Weather |
| 1.4.3 Temporary Ventilation |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Gypsum Board |
| 2.1.1.1 Type X Special Fire-Resistant |
| 2.1.2 Regular Water-Resistant Gypsum Backing Board |
| 2.1.2.1 Type X Special Fire-Resistant |
| 2.1.3 Joint Treatment Materials |
| 2.1.3.1 Embedding Compound |
| 2.1.3.2 Finishing or Topping Compound |
| 2.1.3.3 All-Purpose Compound |
| 2.1.3.4 Setting or Hardening Type Compound |
| 2.1.3.5 Joint Tape |
| 2.1.4 Fasteners |
| 2.1.4.1 Screws |
| 2.1.5 Adhesives |
| 2.1.5.1 Adhesive for Fastening Gypsum Board to Metal Framing |
| 2.1.6 Accessories |
| 2.1.7 Water |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.1.1 Framing and Furring |
| 3.1.2 Masonry Walls |
| 3.2 APPLICATION OF GYPSUM BOARD |
| 3.2.1 Adhesive Application to Interior Masonry or Concrete Walls |
| 3.2.2 Application of Gypsum Board to Steel Framing and Furring |
| 3.3 FINISHING OF GYPSUM BOARD |
| 3.3.1 Uniform Surface |
| 3.4 SEALING |
| 3.5 PATCHING |
| 3.6 SHAFTWALL FRAMING |
| 3.7 WASTE MANAGEMENT |
| PAINTING AND COATING |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 CONTRACTOR PERSONNEL QUALIFICATION |
| 1.3 DELIVERY, HANDLING, AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 MANUFACTURER'S AND MATERIALS |
| PART 3 EXECUTION |
| 3.1 GENERAL |
| 3.2 PROTECTION OF FACILITIES |
| 3.3 SURFACE PREPARATION |
| 3.3.1 General Requirements |
| 3.3.2 Ferrous Metal |
| 3.3.3 Galvanized Steel |
| 3.3.4 Aluminum |
| 3.3.5 Wood |
| 3.3.6 Masonry |
| 3.3.7 Plaster and Drywall |
| 3.4 MIXING AND APPLICATION |
| 3.4.1 General Procedures |
| 3.4.2 Procedures |
| 3.5 ACCEPTANCE PROVISIONS |
| 3.5.1 Inspection |
| 3.5.2 Correction |
| 3.6 PROTECTION |
| 3.7 PAINT SCHEDULE |
| DIVISION 10 - SPECIALTIES |
| TOILET ACCESSORIES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 MANUFACTURED UNITS |
| 2.1.1 Anchors and Fasteners |
| 2.1.2 Finishes |
| 2.2 ACCESSORY ITEMS |
| 2.2.1 Mirrors, Glass MG |
| 2.2.2 Paper Towel Dispenser PTD |
| 2.2.3 Soap Dispenser SD |
| 2.2.4 Toilet Tissue Dispenser TTD |
| standar2.2.5 Toilet Seat Cover Dispenser TSCD |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Surface Mounted Accessories |
| 3.2 CLEANING |
| 3.3 SCHEDULE |
| FIRE EXTINGUISHERS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, HANDLING, AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 TYPES |
| 2.2 MATERIAL |
| 2.3 SIZE |
| 2.4 CABINETS |
| 2.4.1 Material |
| 2.4.2 Type |
| 2.4.3 Size |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 ACCEPTANCE PROVISIONS |
| 3.2.1 Repairing |
| 3.2.2 Cleaning |
| DIVISION 13 - SPECIAL CONSTRUCTION |
| PRE-FABRICATED GUARD BOOTHS |
| PART 1 GENERAL |
| 1.1 GENERAL REQUIREMENTS |
| 1.2 STRUCTURAL DESIGN |
| 1.3 SUBMITTALS |
| 1.4 DESIGN CRITERIA |
| 1.4.1 Bullet Resistance |
| 1.4.2 Frame |
| 1.4.3 Wall System |
| 1.4.4 Roof |
| 1.4.5 Floor |
| 1.4.6 Doors |
| 1.4.7 Windows |
| 1.4.8 Electric System |
| 1.4.9 Shelves |
| 1.4.10 Air Conditioner |
| 1.4.11 Weather Proofing |
| 1.4.12 Finish |
| 1.4.13 Manufacturer |
| PART 2 PRODUCTS |
| 2.1 ALL PRODUCTS SHALL BE MANUFACTURER STANDARD |
| PART 3 EXECUTION |
| 3.1 ASSEMBLY AND ERECTION |
| UNKNOWN DIVISION: 22? |
| PLUMBING, GENERAL PURPOSE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 STANDARD PRODUCTS |
| 1.3.1 Alternative Qualifications |
| 1.3.2 Modification of References |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 PERFORMANCE REQUIREMENTS |
| 1.5.1 Plumbing Fixtures |
| 1.6 REGULATORY REQUIREMENTS |
| 1.7 PROJECT/SITE CONDITIONS |
| 1.8 ACCESSIBILITY OF EQUIPMENT |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Pipe Joint Materials |
| 2.1.2 Miscellaneous Materials |
| 2.2 PIPE HANGERS, INSERTS, AND SUPPORTS |
| 2.3 VALVES |
| 2.3.1 Wall Faucets |
| 2.4 FIXTURES |
| 2.4.1 Lavatories |
| 2.4.2 Flush Tank Water Closets |
| 2.4.3 Wall Hung Lavatories |
| 2.5 WATER HEATERS |
| 2.5.1 Electric Instantaneous Water Heaters Tankless |
| 2.6 MISCELLANEOUS PIPING ITEMS |
| 2.6.1 Escutcheon Plates |
| 2.6.2 Pipe Sleeves |
| 2.6.2.1 Sleeves in Masonry and Concrete |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION REQUIREMENTS |
| 3.1.1 Water Pipe, Fittings, and Connections |
| 3.1.1.1 Utilities |
| 3.1.1.2 Cutting and Repairing |
| 3.1.1.3 Protection of Fixtures, Materials, and Equipment |
| 3.1.1.4 Mains, Branches, and Runouts |
| 3.1.2 Joints |
| 3.1.2.1 Threaded |
| 3.1.2.2 Copper Tube and Pipe |
| 3.1.2.3 Plastic Pipe |
| 3.1.2.4 Other Joint Methods |
| 3.1.3 Dissimilar Pipe Materials |
| 3.1.4 Pipe Sleeves and Flashing |
| 3.1.4.1 Sleeve Requirements |
| 3.1.4.2 Flashing Requirements |
| 3.1.4.3 Waterproofing |
| 3.1.4.4 Optional Counterflashing |
| 3.1.4.5 Pipe Penetrations of Slab on Grade Floors |
| 3.1.4.6 Pipe Penetrations |
3.1.5 Pipe Cleanouts
| 3.2 WATER HEATERS AND HOT WATER STORAGE TANKS |
| 3.2.1 Relief Valves |
| 3.2.2 Installation of Gas- and Oil-Fired Water Heater |
| 3.3 FIXTURES AND FIXTURE TRIMMINGS |
| 3.3.1 Fixture Connections |
| 3.3.2 Height of Fixture Rims Above Floor |
| 3.3.3 Shower Bath Outfits |
| 3.3.4 Fixture Supports |
| 3.3.4.1 Support for Concrete-Masonry Wall Construction |
| 3.4 TESTS, FLUSHING AND DISINFECTION |
| 3.4.1 Plumbing System |
| 3.4.2 Defective Work |
| 3.4.3 System Flushing |
| 3.4.3.1 During Flushing |
| 3.4.3.2 After Flushing |
| 3.4.4 Operational Test |
| 3.4.5 Disinfection |
3.5 TABLES
| UNKNOWN DIVISION: 23? |
| HEATING, VENTILATING, AND AIR-CONDITIONING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 COORDINATION |
| 1.4 MECHANICAL SYSTEMS IDENTIFICATION |
| 1.4.1 Diagrams |
| 1.4.2 Identification Tags |
| 1.4.3 Service Labeling |
| 1.5 COLOR CODING |
| 1.6 APPROVAL REQUIREMENTS |
| 1.7 PREVENTION OF CORROSION |
| 1.8 OZONE DEPLETING SUBSTANCES USED AS REFRIGERANTS |
| 1.9 USE OF OZONE DEPLETING SUBSTANCES, OTHER THAN REFRIGERANTS |
| PART 2 PRODUCTS |
| 2.1 IDENTIFICATION PLATES |
| 2.2 ANCHOR BOLTS |
| 2.3 SEISMIC ANCHORAGE |
| 2.4 PAINTING |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 EQUIPMENT PADS |
| 3.3 CUTTING AND PATCHING |
| 3.4 CLEANING |
| BASIC MECHANICAL MATERIALS AND METHODS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 Material and Equipment Qualifications |
| 1.3.2 Alternative Qualifications |
| 1.3.3 Service Support |
| 1.3.4 Manufacturer's Nameplate |
| 1.3.5 Modification of References |
| 1.3.5.1 Definitions |
| 1.3.5.2 Administrative Interpretations |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 ELECTRICAL REQUIREMENTS |
| 1.6 ELECTRICAL INSTALLATION REQUIREMENTS |
| 1.6.1 New Work |
| 1.7 INSTRUCTION TO GOVERNMENT PERSONNEL |
| 1.8 ACCESSIBILITY |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 PAINTING OF NEW EQUIPMENT |
| 3.1.1 Factory Painting Systems |
| 3.1.2 Shop Painting Systems for Metal Surfaces |
| UNKNOWN DIVISION: 26? |
| BASIC ELECTRICAL MATERIALS AND METHODS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 DEFINITIONS |
| 1.4 ELECTRICAL CHARACTERISTICS |
| 1.5 ADDITIONAL SUBMITTALS INFORMATION |
| 1.5.1 Shop Drawings SD-02 |
| 1.5.2 Product Data SD-03 |
| 1.6 QUALITY ASSURANCE |
| 1.6.1 Regulatory Requirements |
| 1.6.2 Standard Products |
| 1.6.2.1 Alternative Qualifications |
| 1.6.2.2 Material and Equipment Manufacturing Date |
| 1.7 WARRANTY |
| 1.8 POSTED OPERATING INSTRUCTIONS |
| 1.9 MANUFACTURER'S NAMEPLATE |
| 1.10 FIELD FABRICATED NAMEPLATES |
| 1.11 WARNING SIGNS |
| 1.12 ELECTRICAL REQUIREMENTS |
| 1.13 INSTRUCTION TO GOVERNMENT PERSONNEL |
| PART 2 PRODUCTS |
| 2.1 FACTORY APPLIED FINISH |
| PART 3 EXECUTION |
| 3.1 FIELD APPLIED PAINTING |
| 3.2 FIELD FABRICATED NAMEPLATE MOUNTING |
| 3.3 WARNING SIGN MOUNTING |
| INSULATED WIRE AND CABLE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 1.4.1 Cable Data |
| 1.4.2 Inspection and Tests |
| 1.4.2.1 High-Voltage Test Source |
| 1.4.2.2 Shielded Cables Rated 2,001 Volts or Greater |
| 1.4.2.3 Flame Tests |
| 1.4.2.4 Independent Tests |
| 1.4.2.5 Reports |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Wire Table |
| 2.1.2 Rated Circuit Voltages |
| 2.1.3 Conductors |
| 2.1.3.1 Material for Conductors |
| 2.1.3.2 Size |
| 2.1.3.3 Stranding |
| 2.1.3.4 Conductor Shielding |
| 2.1.3.5 Separator Tape |
| 2.1.4 Insulation |
| 2.1.4.1 Insulation Material |
| 2.1.4.2 Insulation Thickness |
| 2.1.4.3 Insulation Shielding |
| 2.1.5 Jackets |
| 2.1.5.1 Jacket Material |
| 2.1.5.2 Jacket Thickness |
| 2.1.6 Metal-Clad Cable |
| 2.1.6.1 General |
| 2.1.6.2 Jackets |
| 2.2 CABLE IDENTIFICATION |
| 2.2.1 Color-Coding |
| 2.2.2 Shielded Cables Rated 2,001 Volts and Above |
| 2.2.3 Cabling |
| 2.2.4 Dimensional Tolerance |
| PART 3 EXECUTION |
| 3.1 INSTALLATION INSTRUCTIONS |
| MEDIUM-VOLTAGE TRANSFORMERS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 FACTORY TESTING |
| 1.5 DRAWINGS |
| PART 2 PRODUCTS |
| 2.1 EQUIPMENT STANDARDS |
| 2.1.1 Pad-Mounted Liquid-Filled Distribution Transformers |
| 2.1.2 Efficiencies |
2.2 FACTORY FINISH
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 FIELD TESTING |
| 3.2.1 Insulating Liquid Tests |
| 3.2.1.1 Dielectric Tests |
| 3.2.1.2 Power Factor Tests |
| 3.2.2 Insulation-Resistance Tests |
| 3.2.3 Insulation Power Factor Doable Tests |
| 3.2.4 Acceptance |
| THREE-PHASE PAD-MOUNTED TRANSFORMERS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 DEFINITIONS |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Pad-Mounted Transformer Drawings |
| 1.5.2 Regulatory Requirements |
| 1.5.3 Standard Products |
| 1.5.3.1 Alternative Qualifications |
| 1.5.3.2 Material and Equipment Manufacturing Date |
| 1.6 MAINTENANCE |
| 1.6.1 Transformers Operation and Maintenance Data |
| 1.6.1.1 Additions to Operation and Maintenance Data |
1.7 WARRANTY
| PART 2 PRODUCTS |
| 2.1 THREE-PHASE PAD-MOUNTED TRANSFORMERS DEAD-FRONT |
| 2.1.1 Compartment Construction |
| 2.1.1.1 High Voltage |
| 2.1.1.2 Low Voltage |
2.1.2 Transformer Type and Ratings
| 2.2 INSULATING LIQUID |
| 2.3 LIQUID-FILLED TRANSFORMER NAMEPLATES |
| 2.4 CORROSION PROTECTION |
| 2.5 WARNING SIGNS |
| 2.6 SOURCE QUALITY CONTROL |
| 2.6.1 Transformer Test Schedule |
| 2.6.2 Design Tests |
| 2.6.3 Routine and Other Tests |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 GROUNDING |
| 3.2.1 Grounding Electrodes |
| 3.2.2 Pad-Mounted Transformer Grounding |
| 3.2.3 Connections |
| 3.2.4 Grounding and Bonding Equipment |
| 3.3 TRANSFORMER GROUNDING |
| 3.4 INSTALLATION OF EQUIPMENT AND ASSEMBLIES |
| 3.5 FIELD APPLIED PAINTING |
| 3.6 WARNING SIGN MOUNTING |
| 3.7 FOUNDATION FOR EQUIPMENT AND ASSEMBLIES |
| 3.8 FIELD QUALITY CONTROL |
| 3.8.1 Performance of Acceptance Checks and Tests |
| 3.8.1.1 Pad-Mounted Transformers |
| 3.8.1.2 Current Transformers |
| 3.8.1.3 Grounding System |
3.8.2 Follow-Up Verification
| MEDIUM-VOLTAGE SURGE ARRESTERS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 EQUIPMENT |
| 2.2 FABRICATION DRAWINGS |
| 2.3 SURGE ARRESTERS |
| 2.3.1 O & M Manuals, Surge Arresters |
| 2.3.2 Distribution |
| 2.3.2.1 Distribution - Riser-Pole Class |
| 2.3.3 Intermediate |
| 2.3.4 Station |
2.4 MOUNTING BRACKETS
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Installation Instructions, Surge Arresters |
| 3.1.2 Installation Drawings |
| 3.2 ARRESTERS |
| 3.2.1 Distribution Type |
| 3.2.1.1 Distribution - Riser-Pole Class |
| 3.2.2 Intermediate Type |
| 3.2.3 Station Type |
| LOW-VOLTAGE TRANSFORMERS |
| PART 1 GENERAL |
| 1.1 DESCRIPTION |
| 1.2 RELATED WORK |
| 1.2.1 Section 13 05 41, SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL |
| 1.2.2 Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS |
| 1.2.3 Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS |
| 1.2.4 Section 26 05 21, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES |
| 1.2.5 Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS |
| 1.3 SUBMITTALS |
| 1.3.1 Shop Drawings |
| 1.3.2 Manuals |
| 1.3.3 Certifications |
| 1.4 APPLICABLE PUBLICATIONS |
| 1.4.1 National Fire Protection Association NFPA |
| 1.4.2 National Electrical Manufacturers Association NEMA |
| PART 2 PRODUCTS |
| 2.1 GENERAL PURPOSE DRY TYPE TRANSFORMERS |
| 2.1.1 Dry Typ Transformers |
2.2 NONLINEAR TRANSFORMERS
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 SPARE PARTS |
| 3.3 TRAINING |
| PANELBOARDS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 PANELBOARDS |
| 2.2 CIRCUIT BREAKERS |
| 2.3 FACTORY TESTING |
| 2.4 PRECAUTIONARY LABEL |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 SITE TESTING |
| WIRING DEVICES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 FABRICATION AND ASSEMBLY DRAWINGS |
| PART 2 PRODUCTS |
| 2.1 CONDUIT, RACEWAYS AND FITTINGS |
| 2.1.1 Intermediate Metal Conduit |
| 2.1.2 Rigid Steel |
| 2.1.3 Rigid Plastic Conduit |
| 2.1.4 Electrical Metallic Tubing EMT |
| 2.1.5 Flexible Metallic Conduit |
| 2.1.6 Wireways and Auxiliary Gutters |
| 2.1.7 Surface Metal Raceways |
| 2.1.8 Surface Multiple-Outlet Assemblies |
| 2.1.9 Underfloor Raceways |
| 2.2 WIRE AND CABLE |
| 2.2.1 Building Wire |
| 2.2.2 Lighting-Fixture Wiring |
| 2.2.3 Switchboard Wire |
| 2.2.4 Direct-Burial Cable |
| 2.2.5 Standard Flexible Cable |
| 2.2.6 Splices and Connectors |
| 2.3 SAFETY SWITCHES |
| 2.4 FLUSH WIRING DEVICES |
| 2.4.1 Wall Switches |
| 2.4.2 Receptacles |
| 2.4.3 Weatherproof Outlets |
| 2.4.4 Device Plates |
| 2.5 BOXES AND FITTINGS |
| 2.5.1 Sheet Metal Boxes and Outlets |
| 2.5.2 Cast-Metal Boxes |
| 2.5.3 Pull and Junction Boxes |
2.6 COMMUNICATION CABINETS
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Installation of Rigid Metal Conduit |
| 3.1.2 Installation of Rigid PVC Conduit |
| 3.1.3 Installation of EMT |
| 3.1.4 Installation of Wireways and Auxiliary Gutters |
| 3.1.5 Installation of Underfloor Raceways |
| 3.1.6 Installation of Flexible Metallic Conduit |
| 3.2 INSTALLATION OF WIRING |
| 3.3 DIRECT-BURIAL CABLE |
| 3.4 SAFETY SWITCHES |
| 3.5 WIRING DEVICES |
| 3.5.1 Wall Switches and Receptacles |
| 3.5.2 Device Plates |
| 3.6 BOXES AND FITTINGS |
| 3.7 IDENTIFICATION PLATES |
| 3.8 FIELD TESTING |
| DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 SYSTEM DESCRIPTION |
| 1.3.1 Engine-Generator Parameter Schedule |
| 1.3.2 Output Capacity |
| 1.3.3 Power Rating |
| 1.4 GENERAL REQUIREMENTS |
| 1.4.1 Engine-Generator Set |
| 1.4.2 Nameplates |
| 1.4.3 Personnel Safety Device |
| 1.4.4 Site Visit |
| 1.4.5 Conformance to Codes and Standards |
| 1.4.6 Site Welding |
| 1.4.7 Engine Generator Set Enclosure |
| 1.4.8 Vibration Isolation |
| 1.4.9 Experience |
| 1.4.10 Field Engineer |
| 1.4.11 Seismic Requirements |
| 1.4.12 Detailed Drawings |
| 1.5 STORAGE AND INSTALLATION |
| 1.6 OPERATION AND MAINTENANCE MANUALS |
| 1.6.1 Operation Manual |
| 1.6.2 Maintenance Manual |
1.7 SPECIAL TOOLS AND FILTERS
| PART 2 PRODUCTS |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.1.1 Circuit Breakers, Low Voltage |
| 2.1.2 Filter Elements: Fuel-oil, Lubricating-oil, and Combustion-air |
| 2.1.3 Instrument Transformers |
| 2.1.4 Pipe Sleeves, FuelLube-oil, Compressed-Air, Coolant and Exhaust |
| 2.1.5 Pipe Flanges and Fittings |
| 2.1.6 Pipe Hangers |
| 2.1.7 Electrical Enclosures |
| 2.1.7.1 General |
| 2.1.7.2 Panelboards |
| 2.1.8 Electric Motors |
| 2.1.9 Motor Controllers |
| 2.2 ENGINE |
| 2.3 FUEL SYSTEM |
| 2.3.1 Pumps |
| 2.3.1.1 Main Pump |
| 2.3.1.2 Auxiliary Fuel Pump |
| 2.3.2 Filter |
| 2.3.3 Relief/Bypass Valve |
| 2.3.4 Integral Main Fuel Storage Tank Sub Base |
| 2.3.4.1 Capacity |
| 2.3.4.2 Local Fuel Fill |
| 2.3.4.3 Fuel Level Controls |
| 2.3.4.4 Arrangement |
| 2.4 LUBRICATION |
| 2.4.1 Filter |
| 2.4.2 Lube-Oil Sensors |
| 2.5 COOLING SYSTEM |
| 2.5.1 Coolant Pumps |
| 2.5.2 Heat Exchanger |
| 2.5.2.1 Fin-Tube-Type Heat Exchanger Radiator |
| 2.5.3 Ductwork |
| 2.5.4 Temperature Sensors |
| 2.6 AIR INTAKE EQUIPMENT |
| 2.7 EXHAUST SYSTEM |
| 2.7.1 Flexible Sections and Expansion Joints |
| 2.7.2 Exhaust Muffler |
| 2.7.3 Exhaust Piping |
| 2.8 EMISSIONS |
| 2.9 STARTING SYSTEM |
| 2.9.1 Controls |
| 2.9.2 Capacity |
| 2.9.3 Functional Requirements |
| 2.9.4 Battery |
| 2.9.5 Battery Charger |
| 2.9.6 Starting Aids |
| 2.9.6.1 Glow Plugs |
| 2.9.6.2 Jacket-Coolant Heaters |
| 2.10 GOVERNOR |
| 2.11 GENERATOR |
| 2.11.1 Current Balance |
| 2.11.2 Voltage Balance |
| 2.11.3 Waveform |
| 2.12 EXCITER |
| 2.13 VOLTAGE REGULATOR |
| 2.14 GENERATOR PROTECTION |
| 2.14.1 Panelboards |
| 2.14.2 Devices |
| 2.15 SAFETY SYSTEM |
| 2.15.1 Audible Signal |
| 2.15.2 Visual Alarm Signal |
| 2.15.3 Alarms and Action Logic |
| 2.15.3.1 Shutdown |
| 2.15.3.2 Problem |
| 2.15.4 Local Alarm Panel |
| 2.15.5 Time-Delay on Alarms |
| 2.15.6 Remote Alarm Panel |
| 2.16 ENGINE GENERATOR SET CONTROLS AND INSTRUMENTATION |
| 2.16.1 Controls |
| 2.16.2 Engine Generator Set Metering and Status Indication |
| 2.17 PANELS |
| 2.17.1 Enclosures |
| 2.17.2 Analog |
| 2.17.3 Electronic |
| 2.17.4 Parameter Display |
| 2.17.5 Exerciser |
| 2.18 SURGE PROTECTION |
| 2.19 AUTOMATIC ENGINE-GENERATOR-SET SYSTEM OPERATION |
| 2.19.1 Automatic Transfer Switch |
| 2.19.2 Monitoring and Transfer |
| 2.20 MANUAL ENGINE-GENERATOR SET SYSTEM OPERATION |
| 2.21 BASE |
| 2.22 THERMAL INSULATION |
| 2.23 PAINTING AND FINISHING |
| 2.24 FACTORY INSPECTION AND TESTS |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION |
| 3.2 PIPING INSTALLATION |
| 3.2.1 General |
| 3.2.2 Supports |
| 3.2.2.1 Ceiling and Roof |
| 3.2.2.2 Wall |
| 3.2.3 Flanged Joints |
| 3.2.4 Cleaning |
| 3.3 ELECTRICAL INSTALLATION |
| 3.4 FIELD PAINTING |
| 3.5 ONSITE INSPECTION AND TESTS |
| 3.5.1 Test Conditions |
| 3.5.1.1 Data |
| 3.5.1.2 Power Factor |
| 3.5.1.3 Contractor Supplied Items |
| 3.5.1.4 Instruments |
| 3.5.1.5 Sequence |
| 3.5.2 Construction Tests |
| 3.5.2.1 Piping Test |
| 3.5.2.2 Electrical Equipment Tests |
| 3.5.3 Inspections |
| 3.5.4 Safety Run Tests |
| 3.5.5 Performance Tests |
| 3.5.5.1 Continuous Engine Load Run Test |
| 3.5.5.2 Load Acceptance Test |
3.5.6 Automatic Operation Tests for Stand-Alone Operation
| 3.6 FINAL INSPECTION AND TESTING |
| 3.7 MANUFACTURER'S FIELD SERVICE |
| 3.7.1 Onsite Training |
| 3.7.2 Manufacturer's Representative |
| 3.8 INSTRUCTIONS |
| 3.9 ACCEPTANCE |
| AUTOMATIC TRANSFER SWITCHES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Proof of Listing |
| 1.4.2 Automatic Transfer Switch Drawings |
| PART 2 PRODUCTS |
| 2.1 AUTOMATIC TRANSFER SWITCHES |
| 2.1.1 By-Pass/Isolation Switches |
| 2.1.2 Automatic Transfer Switch Controls |
| 2.1.2.1 Controls for Utility-Generator Automatic Transfer Switch |
| 2.1.2.2 Controls for Generator - Generator Source Automatic Transfer Switch |
| 2.1.2.3 Controls for Preferred Utility Source Automatic Transfer Switch |
| 2.1.2.4 Controls for Fire Pump Service Automatic Transfer Switch |
2.1.3 Front Panel Devices
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 PREREQUISITES FOR FUNCTIONAL ACCEPTANCE TESTING |
| 3.2.1 Performance of Acceptance Checks and tests |
| 3.2.2 Manufacturers O&M Information |
| 3.2.3 Test Equipment |
| 3.3 FIELD QUALITY CONTROL |
| 3.3.1 Automatic Transfer Switch Acceptance Checks and Tests |
| 3.3.2 Functional Acceptance Tests |
| LIGHTNING PROTECTION SYSTEM |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.2.1 Verification of Dimensions |
| 1.2.2 System Requirements |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Installation Drawings |
| 1.4.2 UL Listing or Label |
1.5 SITE CONDITIONS
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Main and Bonding Conductors |
| 2.1.2 Copper |
| 2.2 COMPONENTS |
| 2.2.1 Air Terminals |
| 2.2.2 Ground Rods |
| 2.2.3 Grounding Plates |
| 2.2.4 Connections and Terminations |
| 2.2.5 Connector Fittings |
| 2.2.6 Lightning Protection Components |
| PART 3 EXECUTION |
| 3.1 INTEGRAL SYSTEM |
| 3.1.1 Ground Connections |
| 3.1.2 Grounding Electrodes |
| 3.2 INTERFACE WITH OTHER STRUCTURES |
| 3.2.1 Fences |
| 3.3 RESTORATION |
| 3.4 FIELD QUALITY CONTROL |
| 3.4.1 Grounding System Test |
| 3.4.2 Lightning Protection System Inspection |
| INTERIOR LIGHTING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 DEFINITIONS |
| 1.4 SYSTEM DESCRIPTION |
| 1.4.1 Lighting Control System |
| 1.5 SUBMITTALS |
| 1.6 QUALITY ASSURANCE |
| 1.6.1 Lighting Fixtures, Complete With Lamps and Ballasts |
| 1.6.2 Regulatory Requirements |
| 1.6.3 Standard Products |
| 1.6.3.1 Alternative Qualifications |
| 1.6.3.2 Material and Equipment Manufacturing Date |
| 1.6.3.3 Energy Efficiency |
| 1.7 WARRANTY |
| 1.8 OPERATIONAL SERVICE |
| 1.9 SUSTAINABLE DESIGN REQUIREMENTS |
| 1.9.1 Local/Regional Materials |
| PART 2 PRODUCTS |
| 2.1 FLUORESCENT LIGHTING FIXTURES |
| 2.1.1 Fluorescent Lamp Electronic Ballasts |
| 2.1.1.1 T-8 Lamp Ballast |
| 2.1.2 Fluorescent Lamp Electronic Dimming Ballast |
| 2.1.3 Dimming Ballast Controls |
| 2.1.4 Fluorescent Lamps |
| 2.2 SWITCHES |
| 2.2.1 Fluorescent Dimmer Switch |
| 2.3 EQUIPMENT IDENTIFICATION |
| 2.3.1 Manufacturer's Nameplate |
| 2.3.2 Labels |
2.4 FACTORY APPLIED FINISH
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Lamps |
| 3.1.2 Lighting Fixtures |
| 3.2 FIELD APPLIED PAINTING |
| 3.3 FIELD QUALITY CONTROL |
| 3.3.1 Electronic Dimming Ballast |
| FLUORESCENT LUMINAIRES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 ELECTRONIC BALLAST WARRANTY |
| PART 2 PRODUCTS |
| 2.1 PRODUCT STANDARDS |
| 2.2 COMMERCIAL FIXTURES |
| 2.2.1 Surface-Mounted Fixtures |
| 2.3 FLUORESCENT LAMP BALLAST |
| 2.3.1 Electronic Ballasts |
| 2.4 FLUORESCENT LAMPS |
| 2.4.1 Instant Start Lamp |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.2 FIELD TESTING |
| UNKNOWN DIVISION: 31? |
| EARTHWORK |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Satisfactory Materials |
| 1.2.2 Unsatisfactory Materials |
| 1.2.3 Cohesionless and Cohesive Materials |
| 1.2.4 Degree of Compaction |
| 1.2.5 Topsoil |
| 1.2.6 Unstable Material |
| 1.2.7 Select Granular Material |
| 1.2.7.1 General Requirements |
1.2.8 Initial Backfill Material
| 1.3 SUBMITTALS |
| 1.4 SUBSURFACE DATA |
| 1.5 CLASSIFICATION OF EXCAVATION |
| PART 2 PRODUCTS |
| 2.1 REQUIREMENTS FOR OFFSITE SOILS |
| 2.2 BURIED WARNING AND IDENTIFICATION TAPE |
| 2.3 MATERIAL FOR RIP-RAP |
| 2.3.1 Bedding Material |
| 2.3.2 Grout |
| 2.4 CAPILLARY WATER BARRIER |
| 2.5 PIPE CASING |
| 2.5.1 Casing Pipe |
| PART 3 EXECUTION |
| 3.1 Geotechnical Report |
| 3.2 STRIPPING OF TOPSOIL |
| 3.3 GENERAL EXCAVATION |
| 3.3.1 Ditches, Gutters, and Channel Changes |
| 3.3.2 Drainage Structures |
| 3.3.3 Drainage |
| 3.3.4 Dewatering |
| 3.3.5 Trench Excavation Requirements |
| 3.3.5.1 Bottom Preparation |
| 3.3.5.2 Removal of Unstable Material |
| 3.3.5.3 Excavation for Appurtenances |
| 3.3.5.4 Jacking, Boring, and Tunneling |
| 3.3.6 Underground Utilities |
| 3.3.7 Structural Excavation |
| 3.4 SELECTION OF BORROW MATERIAL |
| 3.5 GRADING AREAS |
| 3.6 FINAL GRADE OF SURFACES TO SUPPORT CONCRETE |
| 3.7 GROUND SURFACE PREPARATION |
| 3.7.1 General Requirements |
| 3.7.2 Frozen Material |
| 3.8 UTILIZATION OF EXCAVATED MATERIALS |
| 3.9 BURIED TAPE |
| 3.9.1 Buried Warning and Identification Tape |
| 3.10 BACKFILLING AND COMPACTION |
| 3.10.1 Trench Backfill |
| 3.10.1.1 Replacement of Unyielding Material |
| 3.10.1.2 Replacement of Unstable Material |
| 3.10.1.3 Bedding and Initial Backfill |
| 3.10.1.4 Final Backfill |
3.10.2 Backfill for Appurtenances
| 3.11 SPECIAL REQUIREMENTS |
| 3.11.1 Water Lines |
| 3.11.2 Electrical Distribution System |
| 3.12 EMBANKMENTS |
| 3.12.1 Earth Embankments |
| 3.13 SUBGRADE PREPARATION |
| 3.13.1 Proof Rolling |
| 3.13.2 Construction |
| 3.13.3 Compaction |
| 3.13.3.1 Subgrade for Pavements |
| 3.13.3.2 Subgrade for Shoulders |
| 3.14 FINISHING |
| 3.14.1 Subgrade and Embankments |
| 3.14.2 Capillary Water Barrier |
| 3.14.3 Grading Around Structures |
| 3.15 PLACING TOPSOIL |
| 3.16 TESTING |
| 3.16.1 In-Place Densities |
| 3.16.2 Moisture Contents |
| 3.16.3 Optimum Moisture and Laboratory Maximum Density |
| 3.16.4 Tolerance Tests for Subgrades |
| 3.16.5 Displacement of Sewers |
3.17 DISPOSITION OF SURPLUS MATERIAL
| CLEARING FOR CIVIL WORKS |
| PART 1 GENERAL |
| 1.1 DEFINITIONS |
| 1.1.1 Trees |
| 1.1.2 Brush |
| 1.1.3 Structures |
| 1.2 PROJECT/SITE CONDITIONS |
| 1.2.1 Aesthetics and Pollution Control |
| 1.2.1.1 Ground Areas |
| PART 2 PRODUCTS Not Applicable |
| PART 3 EXECUTION |
| 3.1 CLEARING REQUIREMENTS |
| 3.2 DISPOSAL OF MATERIAL |
| 3.2.1 General |
| 3.2.2 Burning |
| 3.2.3 Removal from Site |
This is the start of the file's text. The full file is on GovTribe.