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FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENTOF TRANSPORTATIONGENERAL REQUIREMENTS ANDTECHNICAL SPECIAL PROVISIONSForFDOT DISTRICT ONEARCADIA AND SEBRINGTRACTOR AND STORAGE SHEDSF inancial Project Number435395-1-52-01 and 435399-1-52-01 FDOT FCO ProgramPrepared By:URSA ugust 2015 Exhibit C - Tractor Storage Shed SpecificationsFDOT District OneArcadia and SebringTractor and Storage ShedsTABLE OF CONTENTS00 01 10 - 1 FLORIDA DEPARTMENTOF TRANSPORTATIONGENERAL REQUIREMENTSAND TECHNICAL SPECIFICATIONSForFDOT DISTRICT ONEARCADIA AND SEBRINGTRACTOR AND STORAGE SHEDSFDOT FCO ProgramTABLE OF CONTENTSSECTIONTITLEDIVISION 00 - INTRODUCTORY INFORMATION00 01 10 TABLE OF CONTENTSDIVISION 01 - GENERAL REQUIREMENTS01 73 29 CUTTING AND PATCHINGDIVISION 03 - CONCRETE03 31 00 CONCRETE WORKDIVISION 05 - METALS05 12 00 STRUCTURAL STEEL05 50 00 METAL FABRICATIONSFDOT District OneArcadia and SebringTractor and Storage ShedsTABLE OF CONTENTS00 01 10 - 2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION07 11 10 UNDER-SLAB VAPOR BARRIER07 41 10 METAL ROOF PANELS07 41 20 METAL WALL PANELS07 90 00 JOINT SEALANTSDIVISION 09 - FINISHES09 90 00 PAINTINGDIVISION 13 - SPECIAL CONSTRUCTION13 12 20 PRE-ENGINEERED METAL BUILDING

florida department of transportation general requirements and technical special provisions for fdot district one arcadia and sebring tractor and storage sheds

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Transcription of FLORIDA DEPARTMENT OF TRANSPORTATION

1 FLORIDA DEPARTMENTOF TRANSPORTATIONGENERAL REQUIREMENTS ANDTECHNICAL SPECIAL PROVISIONSForFDOT DISTRICT ONEARCADIA AND SEBRINGTRACTOR AND STORAGE SHEDSF inancial Project Number435395-1-52-01 and 435399-1-52-01 FDOT FCO ProgramPrepared By:URSA ugust 2015 Exhibit C - Tractor Storage Shed SpecificationsFDOT District OneArcadia and SebringTractor and Storage ShedsTABLE OF CONTENTS00 01 10 - 1 FLORIDA DEPARTMENTOF TRANSPORTATIONGENERAL REQUIREMENTSAND TECHNICAL SPECIFICATIONSForFDOT DISTRICT ONEARCADIA AND SEBRINGTRACTOR AND STORAGE SHEDSFDOT FCO ProgramTABLE OF CONTENTSSECTIONTITLEDIVISION 00 - INTRODUCTORY INFORMATION00 01 10 TABLE OF CONTENTSDIVISION 01 - GENERAL REQUIREMENTS01 73 29 CUTTING AND PATCHINGDIVISION 03 - CONCRETE03 31 00 CONCRETE WORKDIVISION 05 - METALS05 12 00 STRUCTURAL STEEL05 50 00 METAL FABRICATIONSFDOT District OneArcadia and SebringTractor and Storage ShedsTABLE OF CONTENTS00 01 10 - 2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION07 11 10 UNDER-SLAB VAPOR BARRIER07 41 10 METAL ROOF PANELS07 41 20 METAL WALL PANELS07 90 00 JOINT SEALANTSDIVISION 09 - FINISHES09 90 00 PAINTINGDIVISION 13 - SPECIAL CONSTRUCTION13 12 20 PRE-ENGINEERED METAL BUILDING

2 SYSTEMDIVISION 22 - PLUMBINGNot UsedDIVISION 23 - HEATING VENTILATING AND AIR CONDITIONINGNot UsedDIVISION 26 - ELECTRICAL26 05 00 GENERAL ELECTRICAL REQUIREMENTS26 12 00 WIRES AND CABLES26 13 00 RACEWAYS AND BOXES26 13 50 OUTLET BOXES AND FITTINGS26 14 10 JUNCTION AND PULL BOXES26 15 00 WIRING DEVICES26 16 00 PANELBOARDS26 16 50 IDENTIFICATION26 18 20 CIRCUIT BREAKERS26 19 00 SUPPORTING DEVICES26 43 13 SURGE-PROTECTION DEVICES26 45 00 GROUNDING26 50 00 LIGHTING FIXTURESDIVISION 31 - EARTHWORK31 20 00 EARTHWORK31 31 16 SOIL TREATMENTEND OF TABLE OF CONTENTSFDOT District OneArcadia and SebringTractor and Storage ShedsSIGNATURE SHEETPage:1 of 1 FLORIDA DEPARTMENTOF TRANSPORTATIONTECHNICAL SPECIAL PROVISIONSForFDOT DISTRICT ONEARCADIA AND SEBRINGTRACTOR AND STORAGE SHEDSF inancial Project Number435395-1-52-01 and 435399-1-52-01 ARCHITECTURALARNALDO HERNANDEZ, RARegistration No. HASSANI, PERegistration No. 42596 ELECTRICALMICHAEL ROY SAKALES, PERegistration No.

3 67588 FDOT District One Arcadia and Sebring Tractor and Storage sheds CUTTING AND PATCHING 01 73 29 - 1 SECTION 01 73 29 CUTTING AND PATCHING PART - GENERAL DESCRIPTION A. The Contractor shall be responsible for all cutting, fitting and patching existing construction affected by and required to complete this work to include, but not be limited to: 1. Make its several parts fit together properly. 2. Uncover portions of the work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of the Contract Documents. 5. Provide penetrations of non-structural surfaces for installation of connections and electrical conduit. PART - PRODUCTS MATERIALS A. Comply with specifications and standards for each specific product(s) involved. PART - EXECUTION INSPECTION A. Inspect existing conditions of the project, including elements subject to damage or to movement during cutting and patching.

4 B. After uncovering work, inspect conditions affecting installation of products, or performance of work. C. Report unsatisfactory or questionable conditions to the DEPARTMENT and/or Architect. Do not proceed with work until the DEPARTMENT and/or Architect has provided further instructions. PREPARATION A. Provide adequate temporary support as necessary to assure structural value to integrity of affected portion of the work. FDOT District One Arcadia and Sebring Tractor and Storage sheds CUTTING AND PATCHING 01 73 29 - 2 B. Provide devices and methods to protect other portions of project from damage. C. Provide protection from elements for that portion of the project which may be exposed by cutting and patching work. PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work and will provide proper surfaces to receive installation of repairs. B. Fit and adjust products to provide a finished installation to comply with specified products, functions, tolerances, and finishes.

5 C. Restore work which has been cut or removed; install new products to provide completed work in accordance with the requirements of the Contract Documents. D. Replace surfaces airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. E. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes. END OF SECTION 01 73 29 FDOT District One Arcadia and Sebring Tractor and Storage sheds CONCRETE WORK 03 01 00-1 SECTION 03 01 00 CONCRETE WORK PART - GENERAL DESCRIPTION A. Scope: 1. The extent of concrete work is shown on the Drawings. RELATED WORK A. EARTHWORK: Section 31 20 00. QUALITY ASSURANCE A. Codes and Standards: Conform to provisions of the following, except as otherwise indicated or specified: 1. American Concrete Institute (ACI): a. ACI 301 Specifications for Structural Concrete for Buildings. b. ACI 304 Guide for Measuring, Mixing, Transporting, and Placing Concrete.

6 C. ACI 305 Hot Weather Concreting. d. ACI 306 Standard Specification for Cold Weather Concreting. e. ACI 315 Manual of Standard Practice for Detailing Reinforced Concrete Structures. f. ACI 318 Building Code Requirements for Reinforced Concrete. g. ACI 347 Recommended Practice for Concrete Formwork. h. ACI 504R-90 Guide to Sealing Joints in Concrete Structures. 2. American Society for Testing and Materials (ASTM): a. Referenced Standards. 3. Concrete Reinforcing Steel Institute (CRSI): a. Manual of Standard Practice. FDOT District One Arcadia and Sebring Tractor and Storage sheds CONCRETE WORK 03 01 00-2 4. Army Corps of Engineers (CE): a. CE CRD-C 513 Specification for Rubber Waterstop. b. CE CRD-C 572 Specification for Polyvinyl-Chloride Waterstops. 5. United States DEPARTMENT of Commerce, National Institute of Standards and Technology; Product Standards (PS): a.

7 PS-1 Product Standard for Construction and Industrial Plywood. B. Concrete Testing Service: 1. Materials and installed work may require testing and retesting, as directed by the Engineer, at any time during progress of work. Contractor shall retain an independent testing laboratory to perform testing. SUBMITTALS A. Product Data: Submit product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joint systems, curing compounds, and others as requested by the Engineer. B. Shop Drawings, Reinforcement: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Conform to ACI 315, showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete reinforcement. Include special reinforcement required and formed openings through concrete structures. C. Laboratory Test Reports: Submit copies of laboratory test reports for concrete materials and mix design test as specified.

8 D. Material Certificates: It is preferable to provide copies of materials certificates in lieu of materials laboratory test reports when permitted by the Engineer. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. PART - PRODUCTS FORM MATERIALS The design and removal of all formwork is solely the responsibility of the Contractor. B. Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork, for exposed concrete surfaces with plywood, metal, metal-framed plywood faced or other acceptable panel-type materials, to provide continuous, straight, smooth, exposed surfaces. Cardboard tube forms are not acceptable. Furnish in largest practicable sizes to minimize number of joints. Provide form material with sufficient thickness to withstand pressure of newly-placed concrete without bow or deflection.

9 FDOT District One Arcadia and Sebring Tractor and Storage sheds CONCRETE WORK 03 01 00-3 1. Use medium density overlay (MDO) plywood conforming to PS-1 Overlay, Group 1, Exterior Grade. C. Form Release Agent: Provide commercial formulation form release agent with a maximum of 350 mg/l volatile organic compounds (VOCs) that will not bond with, stain, or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. REINFORCING MATERIALS A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. B. Steel Wire: ASTM A 82, plain, cold-drawn steel. C. Welded Wire Fabric: ASTM A 185, welded steel wire fabric. D. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports conforming to CRSI Specifications, unless otherwise acceptable.

10 1. For slabs-on -grade, use supports with sand plates or horizontal runners where base material will not support chair legs. CONCRETE MATERIALS A. General: 1. Portland Cement: ASTM C 150, Type I or II. 2. Aggregates: ASTM C 33, except as modified herein. Furnish aggregates for exposed concrete surfaces from one source. Aggregates shall not contain any substance which may be deleteriously reactive with the alkalies in the cement. 3. Water: Potable, or free from foreign material in amounts harmful to concrete and embedded steel. 4. Admixtures: Provide admixtures for concrete that contain not more than of chloride ions. 5. Slag, Fly Ash, and Other Pozzolanic Materials: ASTM C 618, Type C or Type F. 6. The materials used in concrete shall contain no hardened lumps, crusts, or frozen matter and shall not be contaminated with dissimilar material. B. Types of Cement: Unless a specific type of cement is designated elsewhere, cement used in concrete shall be Type I, Type IP, Type IS, Type IP(MS), Type II, or Type III.


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