Replacement Generator Low Facility Federal Correction Complex, Forrest City Project Specifications VOLUME 1 of 1 ISSUED FOR CONSTRUCTION MEP Engineering: B & H Engineers, Inc. Civil Engineering: Matkin Hoover Engineering & Surveying Structural Engineering: LA Fuess Partners, Inc. May 12, 2017 TOC - 1 of 3 A/E Project 5C4V: Replacement Generator Low Facility – Design Phase Federal Correction Complex, Forrest City, Arkansas Issued for Construction – May 12, 2017 VOLUME 1 DIVISION 00 - GENERAL REQUIREMENTS Refer to FBOP Solicitation Requirements DIVISION 01 - GENERAL REQUIREMENTS Refer to FBOP Solicitation Requirements DIVISION 03 - CONCRETE 031100 STRUCTURAL CONCRETE FORMWORK 032000 CONCRETE REINFORCING 033013 CONCRETE FOOTINGS 033100 STRUCTURAL CONCRETE DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING 230518 ESCUTCHEONS FOR HVAC PIPING 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 230713 DUCT INSULATION 230719 HVAC PIPING INSULATION 230923.12 CONTROL DAMPERS 230993.11 SEQUENCE OF OPERATIONS FOR HVAC DDC 231113 FACILITY FUEL-OIL PIPING 232113 HYDRONIC PIPING 232300 REFRIGERANT PIPING 233113 METAL DUCTS 233300 AIR DUCT ACCESSORIES 233713.23 AIR REGISTERS AND GRILLES 238126 SPLIT-SYSTEM AIR-CONDITIONERS DIVISION 26 - ELECTRICAL 260000 COMMON WORK RESULTS FOR ELECTRICAL 260513 MEDIUM-VOLTAGE CABLES 260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 260548.16 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY 260923 LIGHTING CONTROL DEVICES 261000 PARALLELING SWITCHGEAR 261116 SECONDARY UNIT SUBSTATIONS 262200 LOW-VOLTAGE TRANSFORMERS 262416 PANELBOARDS TOC - 2 of 3 A/E Project 5C4V: Replacement Generator Low Facility – Design Phase Federal Correction Complex, Forrest City, Arkansas Issued for Construction – May 12, 2017 262726 WIRING DEVICES 262813 FUSES 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 262913 ENCLOSED CONTROLLERS 263200 PACKAGED GENERATOR 264300 TRANSIENT VOLTAGE SUPPRESSION 265119 LED INTERIOR LIGHTING 265219 EMERGENCY AND EXIT LIGHTING 265619 LED EXTERIOR LIGHTING DIVISION 27 - COMMUNICATIONS 270500 COMMON WORK RESULTS FOR COMMUNICATIONS 271323 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING DIVISION 31 – EARTHWORK 312303 FOOTING PAD PREPARATION TOC - 3 of 3 A/E Project 5C4V: Replacement Generator Low Facilit y – Design Phase Federal Correction Complex, Forrest City, Arkansas Issued for Construction – May 12, 2017 SECTION 03 11 00 STRUCTURAL CONCRETE FORMWORK PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Furnish, install and remove formwork for concrete. 1.2 REFERENCES A. American Concrete Institute: 1. ACI 117, Specifications for Tolerances for Concrete Construction and Materials 2. ACI 301, Specifications for Structural Concrete 3. ACI 315, Detail and Detailing of Concrete Reinforcement 4. ACI 318, Building Code Requirements for Structural Concrete 5. ACI 347R, Guide to Formwork for Concrete B. Concrete Reinforcing Steel Institute, CRSI Manual of Standard Practice C. American Society for Testing Materials (ASTM) 1. ASTM C203, Standard Test Methods for Breaking Load and Flexural Properties of Block-Type Thermal Insulation 2. ASTM D1621, Standard Test Method for Compressive Properties of Rigid Cellular Plastics 3. ASTM D1751, Standard Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) 1.3 SUBMITTALS A. Shop Drawings: B. Construction Joints: Submit diagrams of construction joints. C. Product Data: 1. Form release agent 2. Vapor retarder 1.4 DELIVERY, STORAGE AND HANDLING A. Store materials off of the ground and protected from weather. 1. Prevent warpage, twisting and excessive moisture gain of wood materials. 2. Discard damaged or deformed materials. B. Protect smooth faces of form liner materials from abrasion, denting or scarring during handling. PART 2 - PRODUCTS 2.1 GENERAL 031100 - 1 of 4 A/E Project 5C4V: Replacement Generator Low Facilit y – Design Phase Federal Correction Complex, Forrest City, Arkansas Issued for Construction – May 12, 2017 A. Design and construct forms to withstand stresses due to weight of fresh concrete, vibration during consol- idation and loads of equipment and workmen. B. Limit deflections of forms to provide smooth, straight surfaces without unsightly bulges and defor- mations. 2.2 MATERIALS A. Wood forms for unexposed concrete surfaces: No. 2 Southern Yellow Pine or Douglas Fir dressed to uni- form and smooth contact surfaces. B. Wood forms for concrete surfaces exposed to view: Commercial Standard Douglas Fir concrete form plywood, moisture resistant, not less than 5 plies, and minimum thickness of 9/16 inch. Line forms with one of the following: 1. Plywood: Commercial Standard Douglas Fir, concrete form, exterior, 3 ply, not less 1/4 inch thick with one smooth face. 2. Fiberboard: Treated, hard pressed fiberboard, moisture resistant, not less than 3/16 inch thick with one smooth side. 2.3 COMPONENTS A. Rustications and bevels: steel, polyvinyl chloride or milled and sealed white pine. B. Corner chamfers: 3/4 inch white pine or pvc. 2.4 ACCESSORIES A. Form ties: bolt rods or patented devices of sufficient strength to withstand pressure due to wet concrete (3000 lbs. minimum tensile strength); adjustable in length, and removable to a depth of at least 1 inch from the face of the concrete. 1. Ties for exposed concrete surfaces shall be equipped with plastic cones 5/8 inch in diameter. 2. Do not use wire ties, or makeshift ties that leave unsightly marks or depressions on the face of the concrete. B. Form release agent: 1. Does not bond with, stain, or adversely affect concrete surfaces. 2. Meets acceptable air quality standards. PART 3 - EXECUTION 3.1 DESIGN AND CONSTRUCTION A. Design formwork for concrete elements to have correct dimension, shape, alignment, elevation, and posi- tion within the dimensional tolerances conforming to ACI 117. Reference ACI 347. B. Design formwork to safely support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Carry vertical and lateral loads to the ground by the formwork system or by in-place construction that has adequate strength. C. Form sides of concrete elements unless specifically noted or shown otherwise on the Drawings. 1. Dimensional tolerances to conform to ACI 117. 031100 - 2 of 4 A/E Project 5C4V: Replacement Generator Low Facilit y – Design Phase Federal Correction Complex, Forrest City, Arkansas Issued for Construction – May 12, 2017 2. Bulges and offsets and any condition of the formwork that would cause beam sides to become skewed or wider than void box bottom forms shall be repaired before placing concrete. D. Construct forms to required shapes, lines and dimensions; provide necessary studs, walers, ties, centering, molds and supports. 1. Forms shall be sufficiently tight to prevent leakage of mortar. 2. Construct forms to be easily removable without damage to finished surfaces. 3. Forms shall not have unsightly marks or deformations on exposed faces. 4. Thoroughly clean forms of concrete laitance before re-use. 5. Provide clean-outs at the base of vertical forms for removal of foreign materials before placement of concrete. E. Tying of forms: provide sufficient form ties to prevent bulging or collapse of forms under weight of wet concrete. 1. Place ties in a uniform and orderly pattern. 2. Lubricate ties to prevent bonding with concrete. F. Special features: place in forms any wood strips, blocking, molding, and liners necessary to produce re- quired shapes. 1. Attach feature strips to forms in a manner that will not leave unsightly marks on exposed concrete surfaces. 2. Coat wood strips, blocking and molding with form sealer. 3. Provide chamfer strips in corners of formwork. 4. Provide dove-tailed anchor slots coordinated with masonry. G. Coatings: 1. Coat contact surfaces of wood forms with form release agent before each use and before placing reinforcement. 2. Apply form release agent per manufacturer’s recommendations. 3. Do not allow excess release agent to accumulate in forms or to contact hardened concrete against which fresh concrete will be placed. 4. Remove release agent from reinforcement before placing concrete. H. Construction joints: 1. Locate construction joints as shown on approved submittals. a. Locate construction joints in continuous footings and slabs approximately at midspan be- tween spread footings. b. Construction joints shall be plumb and level. In order to avoid irregular lines at horizontal construction joints in exposed concrete faces, tack a continuous strip of dressed lumber, one inch thick, to inside of wall or grade beam form, with its lower edge at line of construc- tion joint. About one hour after placing concrete in lower part of wall or grade beam, re- move strip, level off irregularities which appear in joint line with wood float and remove