Section Addendum No. 1
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1 Section Addendum No AERATION OF WWTP EFFLUENT DURAND, MICHIGAN To all prospective bidders and others concerned, YOU ARE HEREBY ADVISED THAT the Contract Documents for the above referenced Project are revised in the following particulars: Section Description of Change The following paragraph in Section , Proposal, shall be revised as shown in bold: The undersigned agrees that time is of the essence and, if awarded Contract, that the work will be substantially completed within forty (40) calendar days and completed within sixty (60) calendar days, after issuance of the Notice to Proceed Add Section , Fixed Louvers, which accompanies this Addendum, in its entirety to the Contract Documents Article 2.1 of Section , Agreement, shall be deleted in its entirety and replaced with the following: 2.1 The Work will be substantially completed within forty (40) calendar days, after issuance of the Notice to Proceed, and completed within sixty (60) calendar days after issuance of the Notice to Proceed, and ready for final payment in accordance with paragraph of the General Conditions The third sentence in the first paragraph of Section , Notice to Proceed, shall be deleted in its entirety and replaced with the following: The Work will be substantially completed within forty (40) calendar days, after issuance of the Notice to Proceed, and completed within sixty (60) calendar days after issuance of the Notice to Proceed, and ready for final payment in accordance with paragraph of the General Conditions. This Addendum is hereby incorporated into the original Contract Documents for the bidding referred to above and is considered as binding as though originally appearing therein. RECEIPT OF THIS ADDENDUM MUST BE NOTED in the place provided on the Proposal page dated July 17, DUR B
2 Section Fixed Louvers Part 1 General 1.01 Summary A. Furnish and install fixed, formed metal louvers in the area(s) indicated on the Contract Drawings Related Work Specified Elsewhere A. Section : Summary of Work B. Section : Unit Prices C. Section : Submittal Procedures D. Section : Closeout Procedures 1.03 Reference Standards A. The design, manufacture, and installation of this equipment shall meet or exceed the applicable provisions and recommendations of the following codes and standards authorities: 1.04 Definitions 1. AAMA American Architectural Manufacturers Association. 2. ANSI American National Standards Institute. 3. ASTM American Society of Testing and Materials. 4. AWS American Welding Society. 5. IEEE Institute of Electrical and Electronics Engineers. 6. NEC National Electrical Code. 7. OSHA Occupational Safety and Health Act. A. Define unusual terms not explained in the General Conditions or the Contracting Requirements that are used in unique ways not included in the standard references. 1. Louver Terminology: Definitions of terms for metal louvers contained in AMCA 501 apply to this Section unless otherwise defined in this Section or in referenced standards. 2. Horizontal Louver: Louver with horizontal blades (i.e., the axes of the blades are horizontal). 3. Vertical Louver: Louver with vertical blades (i.e., the axes of the blades are vertical). 4. Drainable Blade Louver: Louver with blades having gutters that collect water and drain it to channels in jambs and mullions, which carry it to bottom of unit and away from opening. 5. Wind Driven Rain Resistant Louver: Louver that provides specified winddriven rain performance, as determined by testing according to AMCA 500 L DUR F
3 1.05 Submittals A. Submit the following in accordance with Section , Submittal Procedures: 1.06 Quality Assurance 1. Product Data: For each type of product. 2. Shop Drawings: For louvers and accessories. Include plans, elevations, sections, details, and attachments to other work. Show frame profiles and blade profiles, angles, and spacing. 3. a. Show weep paths, gaskets, flashing, sealant, and other means of preventing water intrusion. b. Show mullion profiles and locations. 4. Samples: For each type of metal finish required. 5. Delegated Design Submittal: For louvers indicated to comply with structural performance requirements, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.2/D1.2M, "Structural Welding Code Aluminum." 2. AWS D1.3/D1.3M, "Structural Welding Code Sheet Steel." 3. AWS D1.6/D1.6M, "Structural Welding Code Stainless Steel." 1.07 Delivery, Storage and Handling A. Ship items as complete assemblies except where partial disassembly is required by transportation regulations or for protection of components. 1. Parts shall be properly protected so that no damage deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Factory assembled parts and components shall not be dismantled for shipment unless permission is received in writing from ENGINEER. 3. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and corrosion. 4. Each box or package shall be properly marked to show its net weight in addition to its contents. B. Protect equipment, delivered and placed in storage, from the weather, excessive humidity and excessive temperature variation; and dirt, dust, or other contaminants Warranty A. Manufacturer shall provide a part(s) and labor warranty for a period of 12 months after commissioning DUR F
4 B. Manufacturer shall repair or replace any parts that are found to be defective in workmanship or materials during the warranty period, provide said equipment is operated in accordance with the manufacturer s written operating instructions, and provided that OWNER notifies the manufacturer in writing within fifteen (15) days after such defect becomes apparent Field Conditions A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. Part 2 Products 2.01 General A. Source Limitations: Obtain louvers from single source from a single manufacturer where indicated to be of same type, design, or factory applied color finish Performance Requirements A. Delegated Design: Design louvers, including comprehensive engineering analysis by a qualified professional engineer, using structural performance requirements and design criteria indicated. B. Structural Performance: Louvers shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated without permanent deformation of louver components, noise or metal fatigue caused by louver blade rattle or flutter, or permanent damage to fasteners and anchors. Wind pressures shall be considered to act normal to the face of the building. 1. Wind Loads: Determine loads based on a uniform pressure of 30 lbf/sq. ft. (1436 Pa), acting inward or outward. B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces Fixed, Formed-Metal Louvers A. Horizontal, Drainable Blade Louver: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Air Balance Inc.; a Mestek company b. Air Flow Company, Inc. c. Airolite Company, LLC d. All Lite Architectural Products e. American Warming and Ventilating; a Mestek company f. Arrow United Industries; a division of Mestek, Inc. g. Cesco Products; a division of Mestek, Inc. h. Construction Specialties, Inc DUR F
5 i. Dowco Products Group; Safe Air of Illinois j. Greenheck Fan Corporation k. Industrial Louvers, Inc. l. Metal Form Manufacturing, Inc. m. NCA Manufacturing, Inc. n. Ruskin Company; Tomkins PLC o. United Enertech p. Vent Products Co., Inc. B. Louver Depth: 4 inches (101.6 mm). C. Frame and Blade Material and Nominal Thickness: Galvanized steel sheet, not less than inch (1.63 mm). D. Mullion Type: Exposed Louver Screens A. General: Provide screen at each exterior louver. 1. Screen Location for Fixed Louvers: Interior face. 2. Screening Type: Insect screening. B. Secure screen frames to louver frames with stainless steel machine screws, spaced a maximum of 6 inches (150 mm) from each corner and at 12 inches (300 mm) o.c. C. Louver Screen Frames: Fabricate with mitered corners to louver sizes indicated. 1. Metal: Same type and form of metal as indicated for louver to which screens are attached. 2. Finish: Mill finish unless otherwise indicated. 3. Type: Non rewirable, U shaped frames. D. Louver Screening for Steel Louvers: 2.05 Materials 1. Insect Screening: Steel, 18 by 14 (1.4 by 1.8 mm) mesh, inch (0.28 mm) wire. A. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063 T5, T 52, or T6. B. Aluminum Sheet: ASTM B 209 (ASTM B 209M), Alloy 3003 or 5005 with temper as required for forming, or as otherwise recommended by metal producer for required finish. C. Fasteners: Use types and sizes to suit unit installation conditions. 1. Use tamper resistant screws for exposed fasteners unless otherwise indicated. 2. For fastening aluminum, use aluminum or 300 series stainless steel fasteners. 3. For fastening galvanized steel, use hot dip galvanized steel or 300 series stainless steel fasteners DUR F
6 4. For fastening stainless steel, use 300 series stainless steel fasteners. 5. For color finished louvers, use fasteners with heads that match color of louvers. D. Bituminous Paint: Cold applied asphalt emulsion complying with ASTM D Fabrication A. Factory assemble louvers to minimize field splicing and assembly. Disassemble units as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. B. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, to produce uniform appearance. C. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances made for fabrication and installation tolerances, adjoining material tolerances, and perimeter sealant joints. 1. Frame Type: Channel unless otherwise indicated. D. Include supports, anchorages, and accessories required for complete assembly. E. Provide vertical mullions of type and at spacings indicated, but not more than is recommended by manufacturer. 1. Fully Recessed Mullions: Where indicated, provide mullions fully recessed behind louver blades. Where length of louver exceeds fabrication and handling limitations, fabricate with close fitting blade splices designed to permit expansion and contraction. 2. Semi recessed Mullions: Where indicated, provide mullions partly recessed behind louver blades so louver blades appear continuous. Where length of louver exceeds fabrication and handling limitations, fabricate with interlocking split mullions and close fitting blade splices designed to permit expansion and contraction. 3. Exposed Mullions: Where indicated, provide units with exposed mullions of same width and depth as louver frame. Where length of louver exceeds fabrication and handling limitations, provide interlocking split mullions designed to permit expansion and contraction. 4. Exterior Corners: Prefabricated corner units with mitered and welded blades and with fully recessed mullions at corners. F. Provide subsills made of same material as louvers or extended sills for recessed louvers. G. Join frame members to each other and to fixed louver blades with fillet welds concealed from view unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary Finishes A. Baked Enamel per AAMA 2603 with a minimum dry film thickness 0.8 mil DUR F
7 Part 3 Execution 2.08 Examination A. Examine substrates and openings for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected Preparation A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site Installation A. Locate and place louvers level, plumb, and at indicated alignment with adjacent work. B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. C. Form closely fitted joints with exposed connections accurately located and secured. D. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. E. Protect unpainted galvanized and nonferrous metal surfaces that are in contact with concrete, masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing. F. Install concealed gaskets, flashings, joint fillers, and insulation as louver installation progresses, where weathertight louver joints are required. Comply with Section for sealants applied during louver installation Adjusting and Cleaning A. Clean exposed louver surfaces that are not protected by temporary covering, to remove fingerprints and soil during construction period. Do not let soil accumulate during construction period. B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to finishes. Thoroughly rinse surfaces and dry. C. Restore louvers damaged during installation and construction so no evidence remains of corrective work. If results of restoration are unsuccessful, as determined by Architect, remove damaged units and replace with new units. 1. Touch up minor abrasions in finishes with air dried coating that matches color and gloss of, and is compatible with, factory applied finish coating. End of Section DUR F
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