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R-50-24 B - Approving a Contract with Krause Construction, Inc. for renovations to Village HallC R,- 5 D - Z`t Goh t Id \ J SECTION 014000 QUALITY REQUIREMENTS PART 1 — GENERAL 1.1 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Mock-ups. D. Control of installation. E. Tolerances. F. Testing and Inspection Agencies. G. Manufacturers' field services. 1.2 RELATED SECTIONS A. Section 012100 - Allowances: Allowance for payment of testing services. B. Section 013300 - Administrative Requirements: Submittal procedures. C. Section 016000 -Product Requirements: Requirements for material and product quality. 1.3 SUBMITTALS A. Design Data: Submit for Architect's knowledge as contract administrator or for the Owner, for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. B. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product but must be acceptable to Architect. C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. D. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner. 1. Submit report in duplicate within 30 days of observation to Architect for information. 2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. E. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by Architect or Owner. 1.4 REFERENCES AND STANDARDS - See Section 014200 PART 2 — PRODUCTS — NOT USED 23-011 QUALITY REQUIREMENTS 014000 - 1 SECTION 014000 QUALITY REQUIREMENTS PART 3 — EXECUTION 3.1 CONTRACTOR CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.2 MOCK-UPS A. Tests will be performed under provisions identified in this section and identified in the respective product specification sections. B. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, accessories and finishes. C. Accepted mock-ups shall be a comparison standard for the remaining Work. D. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, remove mock-up and clear area when directed to do so. 3.3 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturer's tolerances. Should manufacturer's tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Where specified tolerances within individual sections exceed those accepted by the Manufacturer, comply with the more stringent tolerances specified. D. Adjust products to appropriate dimensions; position before securing products in place. 3.4 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Submit qualifications of observer to Architect 30 days in advance of required observations. 1. Observer subject to approval of Architect. 2. Observer subject to approval of Owner. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturer's written instructions. 3.5 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION 23-011 QUALITY REQUIREMENTS 014000 - 2 SECTION 016000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner -supplied products. F. Spare parts and maintenance materials. 1.2 RELATED SECTIONS A. Document 002113 - Instructions to Bidders: Product options and substitution procedures prior to bid date. B. Section 014000 - Quality Requirements: Product quality monitoring. 1.3 REFERENCES A. NFPA 70 - National Electrical Code; National Fire Protection Association; 2002. 1.4 SUBMITTALS A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product; submit 3 copies to Architect. 1. Submit within 20 days after date of Letter of Intent. 2. For products specified only by reference standards, list applicable reference standards. B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. C. Shop Drawing Submittals: Prepared specifically for this Project. D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. E. Indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. F. Provide name and address of similar projects on which product was used and date of installation. G. Provide detailed description and drawings illustrating construction methods. H. Provide itemized comparison and accurate cost data of proposed substitution in comparison with product or method specified. I. Provide data relating to changes in contracts, coordination issues, and construction schedules. J. Manufacturer's Instructions: When Contract Documents specify that installation shall comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to all parties involved in the installation, including three copies to the Architect. PART 2 — PRODUCTS 2.1 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Materials and Equipment Incorporated Into The Work 1. NO MATERIAL OR PRODUCT SHALL BE DELIVERED TO, PROVIDED FOR OR INSTALLED ON PROJECT WHICH CONTAINS ANY ASBESTOS OR ASBESTOS - CONTAINING MATERIAL. 2. Conform to project specifications and standards. 3. Comply with size, make, type and quality specified. 4. Manufactured and fabricated products: a. Design, fabricate and assemble in accord with best engineering and shop practices. 23-011 PRODUCT REQUIREMENTS 016000 - 1 SECTION 016000 PRODUCT REQUIREMENTS b. Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable. c. Two or more items of the same kind shall be identical from the same manufacturer. d. All parts of systems shall be from the same manufacturer to the greatest extent practicable. e. Adhere to equipment capacities, sizes and dimensions shown or specified unless variations are specifically approved by Change Order. 2.2 PRODUCT OPTIONS A. Base all bids on providing all products exactly as specified. B. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. C. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. D. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.3 SPARE PARTS AND MAINTENANCE PRODUCTS A. Provide spare parts, maintenance, and extra products of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 — EXECUTION 3.1 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Architect will consider requests for substitutions only within 20 days after date of Letter of Intent. C. Substitutions may be considered at a later date only when a product becomes unavailable through no fault of the Contractor. D. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. E. For products specified only by reference or performance standards, select any product which meets or exceeds standards, by any manufacturers, subject to the Architect's approval. F. For products specified by naming several products or manufacturers, select any product and manufacturer named which conforms to the intent of the documents. G. Substitutions, Bidder/Contractor Options 1. Prior to Bid Opening: The Architect will consider written requests to amend the bidding documents to add products not specified provided such requests are received at least 10 calendar days prior to bid opening date. Requests received after that time will not be considered. When a request is approved, the Architect will issue an appropriate addendum not less than three calendar days prior to the bid opening. 2. With Bid: A bidder may propose substitutions with his bid by completing the Substitution Sheet with the Bid Form, subject to the provisions stated thereon. Architect will review Substitution Sheet of low bidder and recommend approval or rejection by Owner prior to award of Contract. 3. After Award of Contract: No substitutions will be considered after Notice of Award except under one or more of the following conditions: a. Substitutions required for compliance with final interpretations of code requirements or insurance regulations. b. Unavailability of specified products, through no fault of Contractor or subcontractor. c. Subsequent information discloses inability of all specified products to perform properly or to fit in designated space. 23-011 PRODUCT REQUIREMENTS 016000 - 2 SECTION 016000 PRODUCT REQUIREMENTS d. Manufacturer/fabricator refusal to certify or guarantee performance of specified product as specified. e. When a substitution would be substantially beneficial to the Owner. H. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner and Architect for review or redesign services associated with re - approval by authorities. I. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. J. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 4. Complete data substantiating compliance of proposed substitution with Contract Documents. 5. For products: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature: 1) Product description. 2) Performance and test data. 3) Reference standards. c. Samples. d. Name and address of similar projects on which product was used and date of installation. 6. For construction methods: a. Detailed description of proposed method. b. Drawings illustrating methods. 7. Itemized comparison of proposed substitutions with product or method specified. 8. Data relating to changes in construction schedules. 9. Identify: a. Other contract affected. b. Changes or coordination required. 10. Accurate cost data on proposed substitution in comparison with product or method specified. K. Provide cost data that is complete and includes all related costs under Bidder/Contractor contract, but excludes: 1. Costs under separate contracts. 2. Architect's redesign. 3. Administrative costs of Architect. 3.2 OWNER -SUPPLIED PRODUCTS A. See Section 011000 - Summary for identification of Owner -supplied products. B. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturer's warranties, inspections, and service. 23-011 PRODUCT REQUIREMENTS 016000 - 3 SECTION 016000 PRODUCT REQUIREMENTS C. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.3 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Arrange for transportation and deliveries of materials and equipment in accordance with approved current construction schedules and in ample time to facilitate inspection prior to installation. E. Coordinate deliveries to avoid conflict with work and condition at site. F. Deliver products in undamaged condition in original containers or packaging, with identifying labels intact and legible. Clearly mark partial deliveries of component parts of assemblies or equipment to permit easy identification of parts and to facilitate assembly. G. Lift packages, equipment, or components only at designated lift points. H. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. I. Provide equipment and personnel, including those furnished by Owner, to handle products by methods to prevent soiling, disfigurement, or damage. J. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.4 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturer's instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. Materials may be new or used at Contractor's option, but shall be non- staining, non -hazardous, and of sufficient strength and durability for proposed use. E. Submittals 1. Request for allocation of storage space. 2. List of materials and equipment to be stored. 3. Proposed location for storage. 4. Special storage requirements. 5. Schedule of anticipated storage dates. F. For exterior storage of fabricated products, place on sloped supports above ground. G. Provide bonded off -site storage and protection when site does not permit on -site storage or protection. Off -site storage will be permitted only on Owner's prior written authorization in accordance with General Conditions. H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. I. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. J. Prevent contact with material that may cause corrosion, discoloration, or staining. K. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. L. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. 23-011 PRODUCT REQUIREMENTS 016000 - 4 SECTION 016000 PRODUCT REQUIREMENTS M. Locate storage areas where authorized by Architect, Contractor will resolve conflicts in storage requirements of all subcontractors. Do not inhibit use of: 1. Fire exits. 2. Fire lanes. 3. Parking. 4. Work of other contractors. 5. Owner. N. Provide separate storage for combustible and non-combustible products. Store combustible materials in accordance with Fire Protection Agency's regulations. O. Remove all temporary storage, contents and utilities at completion of construction activities or when requested by the Architect. END OF SECTION 23-011 PRODUCT REQUIREMENTS 016000 - 5 SECTION 017300 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Pre -installation meetings. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Starting of systems and equipment. G. Demonstration and instruction of Owner personnel. H. Closeout procedures, except payment procedures. 1.2 RELATED SECTIONS A. Section 013300 -Administrative Requirements: Submittals procedures. B. Section 014000 - Quality Requirements: Testing and inspection procedures. C. Section 017700 - Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. 1.3 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in conformance with Contract Documents. Include the following data: 3. Architect may at any time require written verifications of grades, lines and levels by a licensed surveyor as work progresses. 4. All areas found to be non -conforming to the Contract Documents shall be corrected by the responsible Contractor. 5. Submit surveys and survey logs for the project record. C. Cutting and Patching: Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Contractor and crafts to execute the work. e. Description of proposed work and products to be used. f. Extent of refinishing. g. Alternatives to cutting and patching. h. Effect on work of Owner or separate Contractor. i. Written permission of affected separate Contractor. j. Date and time work will be executed. D. Designation of party responsible for cost of cutting and patching. E. When conditions of work, or schedule, indicate change of materials or methods, submit recommendation to Architect, including: 1. Condition indicating change. 2. Recommendation for alternative materials or methods. 3. Submittals specified for substitutions. 23-011 EXECUTION REQUIREMENTS 017300 - 1 SECTION 017300 EXECUTION REQUIREMENTS F. Submit written notice to Architect, designating time work will be uncovered, to provide for observation. G. Payment for Costs: 1. Costs caused by ill-timed or defective work, or work not conforming to Contract Documents, including costs for additional services of Architect - party responsible for ill timed, rejected, or non -conforming work. 2. Work done by change order, other than defective or non -conforming work - Owner. 1.4 QUALIFICATIONS A. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. 1.5 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air -borne dust from dispersing into atmosphere. E. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. 2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow. 3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. 4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures. F. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. G. Pest Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. H. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. I. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. 1.6 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. 23-011 EXECUTION REQUIREMENTS 017300 - 2 SECTION 017300 EXECUTION REQUIREMENTS F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 — PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 016000. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that demolition is complete in alterations areas and areas are ready for installation of new work. C. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. D. Examine and verify specific conditions described in individual specification sections. E. Verify in field all measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or mis-fabrication. F. Verify that utility services are available, of the correct characteristics, and in the correct locations. G. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a pre -installation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation, and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 23-011 EXECUTION REQUIREMENTS 017300 - 3 SECTION 017300 EXECUTION REQUIREMENTS 3.4 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect of any discrepancies discovered. C. Contractor shall locate and protect survey control and reference points. D. Control datum for survey is that established by Owner provided survey. E. Protect survey control points prior to starting site work; preserve permanent reference points during construction. F. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. G. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. H. Utilize recognized engineering survey practices. I. Establish a minimum of two permanent benchmarks on site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents. J. Establish elevations, lines, and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, and ground floor elevations. K. Periodically verify layouts by same means. L. Maintain a complete and accurate log of control and survey work as it progresses. M. On completion of foundation walls and major site improvements, prepare a certified survey illustrating dimensions, locations, angles, and elevations of construction and site work. 3.5 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.6 CUTTING AND PATCHING A. Execute cutting and patching including excavation and fill to complete the work, to uncover work in order to install improperly sequenced work, to remove and replace defective or non- conforming work, to remove samples of installed work for testing when requested, to provide openings in the work for penetration of mechanical and electrical work, to execute patching to complement adjacent work, and to fit products together to integrate with other work. B. Execute work by methods to avoid damage to other work, and which will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. C. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. D. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. E. Restore work with new products in accordance with requirements of Contract Documents. F. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 078413, to full thickness of the penetrated element. H. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 23-011 EXECUTION REQUIREMENTS 017300 - 4 SECTION 017300 EXECUTION REQUIREMENTS I. Make neat transitions. Patch work to match adjacent work in texture and appearance. Where new work abuts or aligns with existing, perform a smooth and even transition. J. In addition to contract requirements, upon written instructions of Architect. 1. Uncover work to provide for observation of covered work. 2. Remove samples of installed materials for testing. K. Do not endanger work by cutting or altering work or any part of it. L. Do not cut or alter work without written consent of Architect. M. Patch or replace surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. Repair substrate prior to patching finish. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. 3.7 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off -site; do not burn or bury. 3.8 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Prohibit traffic from landscaped areas. H. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.9 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems with Architect and Owner's Representative. B. Notify Architect and owner two days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage. D. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify that wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. G. When specified in individual specification Sections, require manufacturer and/or equipment supplier to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. H. Submit a written report that equipment or system has been properly installed and is functioning correctly. 23-011 EXECUTION REQUIREMENTS 017300 - 5 SECTION 017300 EXECUTION REQUIREMENTS 3.10 DEMONSTRATION AND INSTRUCTION A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to date of Substantial Completion. B. Demonstrate start-up, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. D. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. E. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. F. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. G. The amount of time required for instruction on each item of equipment and system is that specified in individual sections. H. Air and Water Testing, Adjusting, and Balancing 1. Testing, adjusting, and balancing will be part of the mechanical contract. 2. The mechanical subcontractor will perform services specified in Division 15. 3. Reports will be submitted by the Mechanical subcontractor to the Architect indicating observation and results of test and indicating compliance or non-compliance with the specified requirements and with the requirements of the Contract Documents. 3.11 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.12 FINAL CLEANING A. Execute final cleaning prior to final project assessment. 1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy. B. Use cleaning materials that are non -hazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains, and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. I. Contractor to provide final cleaning at completion of work, or at such other times as directed by the Architect, remove all waste, debris, rubbish, tools, equipment, machinery, and surplus materials. Clean all sight exposed surfaces; leave work clean and ready for occupancy. J. Safety Requirements 1. Standards: Maintain project in accord with following safety and insurance standards: a. Federal and state regulations. b. National Fire Protection Association (NFPA). 2. Hazards Control: a. Store volatile wastes in covered metal containers and remove from premises daily. b. Prevent accumulation of wastes which create hazardous conditions. c. Provide adequate ventilation during use of volatile or noxious substances. 3. Conduct cleaning and disposal operations to comply with Federal and State anti -pollution laws. a. Do not burn or bury rubbish and waste materials on project site. b. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 23-011 EXECUTION REQUIREMENTS 017300 - 6 SECTION 017300 EXECUTION REQUIREMENTS c. Do not dispose of wastes into streams or waterways. K. Submittals 1. Manufacturer's recommendations for cleaning specified products. 2. Proposed cleaning products for products where manufacturer's recommendations are not specified. L. Materials 1. Select and use all cleaning materials and equipment with care to avoid scratching, marring, defacing, staining, or discoloring surfaces cleaned. 2. Use only cleaning materials recommended by manufacturer of surface to be cleaned. 3. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. M. Final Cleaning 1. Employ experienced workers or professional cleaners for final cleaning. 2. Remove grease, dust, dirt, stains, labels, fingerprints, protection, and other foreign materials from sight -exposed finished surfaces. a. In preparation for substantial completion or occupancy, conduct final inspection of sight -exposed surfaces, and of concealed spaces to insure performance. 3. Repair, patch and touch up marred surfaces to specified finish, to match adjacent surfaces. 4. Soft broom clean all exposed concrete surfaces clean; other paved areas with soft or stiff broom as directed. Rake clean other surfaces on grounds. 5. Sweep and mop clean all resilient, quarry and ceramic flooring. 6. Vacuum all carpeting. 7. Remove ice and snow from access to buildings. 8. Replace air handling and conditioning filters if units were operated during construction. 9. Clean all ductwork used for temporary heating. 10. Clean windows and mirrors to be free from labels, dust, fingerprints and other foreign materials. 11. Maintain finally cleaned areas until project, or designated portion thereof, is accepted by Owner. 3.13 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Architect and Owner. B. Contractor to determine items to be listed for completion or correction in Contractor's Notice of Substantial Completion. C. Notify Architect when work is considered ready for Substantial Completion. D. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. E. Substantial Completion Meeting will be scheduled by Architect. Architect will issue notice of meeting. 1. Agenda will consist of the inspection, discussion of the punch list, determination of final completion dates, and the date and time the Owner will take occupancy. Architect will also review the requirements for contractor closeout in accord with the contract documents. 2. Upon completion of this meeting, the Architect shall prepare the Certificate of Substantial Completion with the completed punch list and forward the package to the Contractor. F. Owner will occupy all of the building as specified in Section 011000. G. Contractor will correct items of work listed in punch list and comply with requirements for access to Owner -occupied areas. H. Notify Architect when work is considered finally complete. I. Accompany Architect on final inspection, if requested. J. Complete items of work determined by Architect's final inspection. END OF SECTION 23-011 EXECUTION REQUIREMENTS 017300 - 7 SECTION 017700 CLOSEOUT SUBMITTALS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.2 RELATED SECTIONS A. Conditions of the Contract: Performance bond and labor and material payment bonds, warranty, and correction of work. B. Section 013300 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 017300 - Execution Requirements: Contract closeout procedures. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work. 1.3 SUBMITTALS A. Substantial Completion 1. When Contractor considers work substantially complete, submit written declaration to Architect that work, or designated portion thereof, is substantially complete. Include list of items to be completed or corrected. 2. Architect will make a preliminary inspection within seven business days after receipt of Contractor's declaration. 3. Upon determining that work is substantially complete, Architect will: a. Prepare a punch list of items to be completed or corrected, as determined by the inspection. b. Prepare and process a certificate of substantial completion, containing: 1) Date of substantial completion. 2) Punch list of items to be completed or corrected. 3) The time within which punch list items shall be completed or corrected. 4) Date and time Owner will take occupancy of project or designated portion thereof. 5) Responsibilities of Owner and Contractor for: a) Insurance b) Utilities. c) Operation and maintenance of mechanical, electrical and other systems. d) Maintenance and cleaning. e) Security 6) Signatures of: a) Architect b) Contractor. c) Owner. 4. Contractor: a. Complete all work listed for completion or correction within designated time. b. Perform final cleaning in accordance with 017300. 5. At time of inspection, should substantial completion not be certified, complete the work and resubmit declaration in accord with Paragraph A.1 above. B. Final Completion 1. Contractor: a. Submit written declaration to Architect that: 1) Work complies with all aspects of Contract Documents. 2) All items on substantial completion punch list have been completed or corrected. 3) All tools, construction equipment and surplus materials have been removed from site. 4) Required surveys have been completed and verified. 2. Architect will make final inspection with Contractor to ensure completion of all contract requirements. 23-011 CLOSEOUT SUBMITTALS 017700 - 1 SECTION 017700 CLOSEOUT SUBMITTALS 3. When Architect considers that all work is finally complete in accordance with contract document requirements, he will prepare and process closeout documents. C. Application for Final Payment 1. Contractor submit duly executed: a. Final Affidavit and Sworn Statement. b. Contractor's Final Waiver of Lien. c. Separate releases of waivers of liens for all subcontractors, suppliers and others with lien rights against property of Owner, together with complete list of those parties. d. Final accounting statement, reflecting all adjustments to contract sum. 1) Original contract sum. 2) Additions and deductions resulting from: a) All change orders. b) Deductions for uncorrected work. c) Deductions for liquidated damages. e. Total contract sum, as adjusted. f. Previous payments. g. Sum remaining due. 2. Architect will process final statement in accordance with Conditions of the Contract. D. Project Record Documents: Submit documents to Architect with claim for final Application for Payment. 1. Accompany submittal with transmittal letter, in duplicate, containing: a. Date. b. Project title and number. c. Contractor's name and address. d. Title and number of each record document. 2. Certification that each document submitted is complete and accurate. a. Signature of contractor, or his authorized representative. 3. Submit 1 copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 4. Submit one hard copy set and two Thumb drives containing electronic copies (in PDF file format) of revised final documents in final form within 10 days after final inspection. E. Operation and Maintenance Data: 1. The contractor shall cause each mechanical and electrical subcontractor to provide the Contractor with three hard copies and one electronic copy of all operating manuals at the time of delivery of each major piece of equipment. 2. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Architect will review draft and return one copy with comments. 3. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 4. Submit 1 copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 5. Submit two hard copy sets and two thumb drives containing electronic copies (in PDF file format) of revised final documents in final form within 10 days after final inspection. F. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance. 2. Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing the date of acceptance as the beginning of the warranty period. 23-011 CLOSEOUT SUBMITTALS 017700 - 2 SECTION 017700 CLOSEOUT SUBMITTALS 4. Because the warranty period begins with the issuance of the final payment from The District to the general contractor, all warranties should include the verbiage "...for a period of (X) year(s) after the date The District issues the final payment to the General Contractor..." PART 2 — PRODUCTS — NOT USED PART 3 — EXECUTION 3.1 PROJECT RECORD DOCUMENTS A. Contractor and all subcontractors shall maintain an accurate record of deviations and changes from the Contract Documents which occur in the work. B. Indicate all such deviations and changes on a record set of the Contract Documents and turn same over to the Architect and Owner upon completion of the Work all such documents and information such as final shop drawings and sketches, marked prints and similar data indicating the as -built conditions. C. Create an electronic copy of all approved Project Record Documents in PDF file format and deliver to Architect and Owner on Thumb drive. D. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Project Manual. 3. Interpretations and supplemental instructions. 4. Specifications. 5. Addenda. 6. Change Orders and other modifications to the Contract. 7. Reviewed shop drawings, product data, and samples. 8. Manufacturer's instruction for assembly, installation, and adjusting. 9. Other modifications to contract. 10. Field test records. 11. All schedules. 12. Correspondence file. E. Ensure entries are complete and accurate, enabling future reference by Owner. F. Store record documents separate from documents used for construction. G. Record information concurrent with construction progress. H. File documents in format in accord with Project Manual Table of Contents. I. Do not use record documents for field construction purposes. J. Make documents available at all times for inspection by Architect and Owner. K. Plans and sections of all concealed work, particularly concealed piping and conduit, and deviations from conditions shown on the contract drawings, shall be shown and dimensioned on the "as -built" drawings. L. Contractor shall develop layout drawings for all concealed work that is schematically indicated on contract drawings. M. Provide red colored pencils or felt marking pens for marking devices. N. Do not permanently conceal any work until specified information has been recorded. O. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Change Order or Field Order. 4. Other matters not originally specified. P. Label each record document "PROJECT RECORD DOCUMENTS" in large print. Keep record documents current. Q. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 23-011 CLOSEOUT SUBMITTALS 017700 - 3 SECTION 017700 CLOSEOUT SUBMITTALS 1. Measured depths of foundations in relation to finish first floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Changes made by change order. 6. Details not on original Contract drawings. R. Shop Drawings: Maintain as record documents; legibly annotate drawings to record changes made after review. S. Completed Work Survey: Requirements specified in Section 017300 - Execution Requirements. 3.2 OPERATION AND MAINTENANCE DATA A. Compile product data and related information appropriate for Owner's maintenance and operation of products and equipment provided under the Contract. B. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Coordinate drawings with information in Product Record Documents to assure correct illustration of completed installation. Do not use Project Record Documents as maintenance drawings. E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. F. Warranty, Bond, and Service Contract: Provide information sheet for Owner's personnel with proper procedures in event of failure and instances which might affect validity of warranties of bonds. 3.3 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. Submit three hard copies and two Thumb drives with electronic copies (in PDF file format) of complete manual in final form. B. For Each Product, Applied Material, and Finish: 1. Product data, with catalog number, size, composition, and color and texture designations. 2. Information for re -ordering custom manufactured products. C. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. D. Moisture protection and weather -exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. E. Additional information as specified in individual product specification sections. F. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 3.4 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. Submit three hard copies and two Thumb drives with electronic copies (in PDF file format) of complete manual in final form. B. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed. 23-011 CLOSEOUT SUBMITTALS 017700 - 4 SECTION 017700 CLOSEOUT SUBMITTALS D. Include color coded wiring diagrams as installed. E. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. F. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. G. Provide servicing and lubrication schedule, and list of lubricants required. H. Include manufacturer's printed operation and maintenance instructions. I. Include sequence of operation by controls manufacturer. J. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. K. Provide control diagrams by controls manufacturer as installed. L. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. M. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. N. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. O. Include test and balancing reports. P. Additional Requirements: As specified in individual product specification sections. 3.5 OPERATION AND MAINTENANCE MANUALS A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. B. Prepare data in the form of an instructional manual. C. Submit one copy of completed instruction manual 15 business days prior to final inspection or acceptance. 1. Copy will be returned after final inspection or acceptance, with comments. D. Binders: Commercial quality, 8-1/2 x 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. E. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. F. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment. G. Text: Manufacturer's printed data, or typewritten data on 24 pound paper. H. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. I. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual. J. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. 23-011 CLOSEOUT SUBMITTALS 017700 - 5 SECTION 017700 CLOSEOUT SUBMITTALS 3. Part 3: Project documents and certificates, including the following: a. Shop drawings and product data. b. Air and water balance reports. c. Certificates. d. Photocopies of warranties and bonds. K. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data. L. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect, Consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. 3.6 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co -execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Manual: Bind in commercial quality 8-1/2 x 11 inch three D side ring binders with durable plastic covers and provide electronic copies of all warranties and bonds in PDF file format on two Thumb drives. F. Binder Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item. H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. END OF SECTION 23-011 CLOSEOUT SUBMITTALS 017700 - 6 SECTION 035410 SELF -LEVELING UNDERLAYMENT PART 1 — GENERAL 1.1 SECTION INCLUDES A. Liquid applied cementitious self -leveling floor underlayment. 1.2 REFERENCES A. Unless otherwise noted the most current issue of the reference shall be used. B. ASTM E84 — Standard Test Method for Surface Burning Characteristics of Building Materials. 1.3 SUBMITTALS A. See Section 013300 — Administrative Requirements, for submittal procedures. B. Product Data: Provide physical characteristics, product limitations C. Manufacturer's Instructions: Indicate mix instructions. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in performing the work of this section and approved by the manufacturer. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable code for combustibility or flame spread requirements. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not install underlayment until floor penetrations and peripheral work are complete. B. Maintain ambient temperatures of 50 degrees for 24 hours before, during and 72 hours after installation of underlayment. C. During the curing process, ventilate spaces to remove excess moisture. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Cementitious Underlayment: 1. Ardex Engineered Cements. Inc.: www.ardex.com. 2. Dayton Superior Corporation: www.daytonsuperior.com 3. Dependable Chemical Co., Inc.: www.floorprep.com. 4. Substitutions: See Section 016000 - Product Requirements. 2.2 ACCESSORIES A. Provide all primers, cleaners, bonding agents or any other accessory materials recommended by the manufacturer for the intended installation. 2.3 MIXING A. Site mix materials in accordance with manufacturer's instructions. B. Mix to achieve following characteristics: 1. Density: 100 Ib/cu ft minimum dry density. 2. Compressive strength: 1,000 psi minimum. 3. Surface burning characteristics: Flame spread/smoke developed index of 0/0 in accordance with ASTM E 84. C. Mix to self -leveling consistency. 23-011 SELF -LEVELING UNDERLAYMENT 035410 - 1 SECTION 035410 SELF -LEVELING UNDERLAYMENT PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are clean, dry, unfrozen, do not contain petroleum bi-products or other compounds detrimental to underlayment material bond to substrate. 3.2 PREPARATION A. Remove substrate surface irregularities. Fill voids and deck joints with latex based filler. Finish smooth. B. Vacuum clean surfaces. C. Prime substrate in accordance with manufacturer's instructions. Allow to dry. 3.3 APPLICATION A. Install underlayment in accordance with manufacturer's instructions. B. Install underlayment as required, or as directed by the Architect, to correct any imperfections or irregularities which have caused the floor to be out of level. 3.4 CURING A. Air cure in accordance with manufacturer's instructions. 3.5 APPLICATION TOLERANCE A. Top Surface: Level to 1/8 inch in 5 feet. 3.6 PROTECTION OF FINISHED WORK A. Do not permit traffic over unprotected floor underlayment surfaces. 3.7 SCHEDULES A. Level all floor surfaces which will receive new flooring materials. END OF SECTION 23-011 SELF -LEVELING UNDERLAYMENT 035410 - 2 SECTION 061053 WOOD BLOCKING AND CURBING PART 1 — GENERAL 1.1 SECTION INCLUDES A. Roof nailers and curbs. B. Blocking in wall and roof openings. C. Preservative treatment of wood. D. Concealed wood blocking for support of toilet and bath accessories, wall cabinets, wood trim, and all wall mounted items. 1.2 RELATED SECTIONS A. Section 092900: Gypsum Board Assemblies. 1.3 REFERENCES A. Unless otherwise noted the most current issue of the reference shall be used. B. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties -- Preservative Treatment by Pressure Processes; American Wood -Preservers' Association. C. AWPA C20 - Structural Lumber -- Fire Retardant Treatment by Pressure Processes; American Wood -Preservers' Association. D. PS 1 - Construction and Industrial Plywood; National Institute of Standards and Technology (Department of Commerce). E. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce). F. RIS (GR) - Standard Specifications for Grades of California Redwood Lumber; Redwood Inspection Service. G. SPIB (GR) - Grading Rules; Southern Pine Inspection Bureau, Inc.. H. WCLB (GR) - Standard Grading Rules for West Coast Lumber No. 17; West Coast Lumber Inspection Bureau. I. WWPA G-5 - Western Lumber Grading Rules; Western Wood Products Association. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide technical data on wood preservative materials. 1.5 QUALITY ASSURANCE A. Lumber: Comply with PS 20 and approved grading rules and inspection agencies. 1. Acceptable Lumber Inspection Agencies: RIS, SPIB, WCLB, and WWPA. 2. Lumber of other species or grades, or graded by other agencies, is acceptable provided structural and appearance characteristics are equivalent to or better than products specified. B. Plywood: Comply with PS 1. PART 2 — PRODUCTS 2.1 DIMENSION LUMBER A. Grading Agency: Western Wood Products Association (WWPA). B. Sizes: Nominal sizes as indicated on drawings, S4S. Wood blocking for all wall mounted items shall be 2 x 6 inch nominal unless otherwise noted. C. Moisture Content: S-dry or MC19. 2.2 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Hot -dipped galvanized steel for high humidity and treated wood locations, unfinished steel elsewhere. 2. Anchors: Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Anchor bolt for anchorage into cavity walls. 23-011 WOOD BLOCKING AND CURBING 061053 - 1 SECTION 061053 WOOD BLOCKING AND CURBING PART 3 — EXECUTION 3.1 PREPARATION A. Examine all surfaces to receive parts of the work specified herein. Application or installation of materials constitutes acceptance of the substrate. B. Verify all dimensions of in -place and subsequent construction and that it accurately fit this part of the work to other construction. C. Protect lumber and keep under cover both in transit and at job site. Protect from dampness. 3.2 FRAMING A. Set members level and plumb, in correct position. B. Place horizontal members with crown side up. C. Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members. D. Coordinate curb installation with installation of decking and support of deck openings. E. All wood blocking that is installed is to be temporarily protected form moisture utilizing 15 lb. roofing felt. F. All wood blocking joints to be mitered @ 45 degrees, staggered, and screw fastened together. G. Provide miscellaneous members as indicated or as required to support finishes, fixtures, specialty items, and trim. 3.3 SCHEDULES A. Miscellaneous wood blocking interior: Provide wood blocking for support of toilet and bath accessories, wall cabinets, wood trim, mechanical and electrical equipment, and all other wall mounted items. Wood blocking for wall mounted items shall be S-P-F minimum of 2 x 6 inch nominal dimensional lumber. Fasten wood blocking with minimum 2 screws each side into framing. Where conflicts occur, the more stringent requirement shall prevail. END OF SECTION 23-011 WOOD BLOCKING AND CURBING 061053 - 2 SECTION 062000 FINISH CARPENTRY PART 1 — GENERAL 1.1 SECTION INCLUDES A. Finish carpentry items. B. Hardware and attachment accessories. 1.2 RELATED SECTIONS A. Section 081416 - Flush Wood Doors. B. Section 099100 - Paints and Coatings: Painting and finishing of finish carpentry items. 1.3 REFERENCES A. Unless otherwise noted the most current issue of the reference shall be used. B. ANSI A208.1 - American National Standard for Particleboard. C. AWI (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute. D. NEMA LD 3 - High -Pressure Decorative Laminates; National Electrical Manufacturers Association. E. PS 1 - Construction and Industrial Plywood; National Institute of Standards and Technology (Department of Commerce). 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, accessories, to a minimum scale of 1-1/2 inch to 1 ft. 1.5 QUALITY ASSURANCE A. Perform work in accordance with AWI Architectural Woodwork Quality Standards Illustrated, Custom grade. B. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum three years of documented experience. 1.6 REGULATORY REQUIREMENTS A. Comply with applicable code for fire retardant requirements. 1.7 DELIVERY, STORAGE, AND PROTECTION A. Protect work from moisture damage. 1.8 PROJECT CONDITIONS A. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner. B. Coordinate the work with plumbing rough -in, electrical rough -in, and installation of associated and adjacent components. PART 2-PRODUCTS 2.1 LUMBER MATERIALS A. Softwood Lumber: Species and grain of new materials to match those that are existing, maximum moisture content of 6 percent; with vertical grain, of quality suitable for transparent finish. 2.2 SHEET MATERIALS A. Softwood Plywood: PS 1 Grade A-B; Veneer core; if required- face species and cut to match those that are existing. 23-011 FINISH CARPENTRY 062000 - 1 SECTION 062000 FINISH CARPENTRY B. Particleboard: ANSI A208.1; composed of wood chips, sawdust, or flakes of medium density, made with waterproof resin binders; of grade to suit application; sanded faces. 2.3 PLASTIC LAMINATE MATERIALS A. Plastic Laminate: NEMA LD 3, HGS; color as selected by Architect; material to match existing as close as possible. 2.4 ADHESIVE A. Adhesive: Type recommended by laminate manufacturer to suit application. 2.5 FASTENERS A. Fasteners: Of size and type to suit application; finish with wood filler in concealed and exposed locations. 2.6 ACCESSORIES A. Wood Filler: Solvent based, tinted to match surface finish color. 2.7 FABRICATION A. Shop assemble work for delivery to site, permitting passage through building openings. B. Cap exposed plastic laminate finish edges with material of same finish and pattern. C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. D. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel edges. Locate counter butt joints minimum 2 feet from sink cut-outs. 2.8 SHOP FINISHING A. Sand work smooth and set exposed nails and screws. B. Apply wood filler in exposed nail and screw indentations. C. On items to receive transparent finishes, use wood filler which matches surrounding surfaces and of types recommended for applied finishes. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify adequacy of backing and support framing. B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work. 3.2 INSTALLATION A. Set and secure materials and components in place, plumb and level. B. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps. 3.3 PREPARATION FOR SITE FINISHING A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. B. Site Finishing: Refer to Section 099100. 3.4 ERECTION TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. END OF SECTION 23-011 FINISH CARPENTRY 062000 - 2 SECTION 072113 BOARD AND BATT INSULATION PART 1 — GENERAL 1.1 SECTION INCLUDES A. Batt insulation for sound attenuation in framed interior walls 1.2 RELATED SECTIONS A. Section 092900 - Gypsum Board Assemblies: Acoustic insulation. 1.3 REFERENCES A. ASTM C 665 - Standard Specification for Mineral -Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. B. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. C. ASTM E 96 - Standard Test Methods for Water Vapor Transmission of Materials. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on product characteristics, performance criteria, and product limitations, ASTM Test Compliance and data. 1. Provide product data on all materials and accessories comprising a complete installation including but not limited to all adhesives, clips and other accessories. C. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation techniques. D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.5 SEQUENCING A. Sequence work to ensure fireproofing, firestop, vapor retarder, air barrier, and other related materials are in place before beginning work of this section. PART 2 — PRODUCTS 2.1 BATT INSULATION MATERIALS A. Batt Insulation: ASTM C 665; preformed glass fiber batt; friction fit, conforming to the following: 1. Manufacturers: a. CertainTeed Corporation: www.certainteed.com. b. Johns Manville Corporation: www.jm.com. c. Owens Corning Corp: www.owenscorning.com. 2. Substitutions: See Section 016000 - Product Requirements. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 013300. B. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive. 3.2 BATT INSTALLATION A. Install insulation in accordance with manufacturer's instructions. B. Do not compress insulation. C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. 23-011 BOARD AND BATT INSULATION 072113 - 1 SECTION 072113 BOARD AND BATT INSULATION 3.3 PROTECTION OF FINISHED WORK A. Do not permit installed insulation to be damaged prior to its concealment. END OF SECTION 23-011 BOARD AND BATT INSULATION 072113 - 2 SECTION 079200 JOINT SEALANTS PART 1 —GENERAL 1.1 SECTION INCLUDES A. Sealants and joint backing. 1.2 RELATED SECTIONS A. Section 088000 — Glazing: Glazing sealants and accessories. B. Section 092900 — Gypsum Board Assemblies: Acoustic Sealant. 1.3 REFERENCES A. ASTM C 834 - Standard Specification for Latex Sealants. B. ASTM C 919 - Standard Practice for Use of Sealants in Acoustical Applications. C. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants. D. ASTM C 1193 - Standard Guide for Use of Joint Sealants. E. ASTM D 1667 - Standard Specification for Flexible Cellular Materials --Vinyl Chloride Polymers and Copolymers (Closed -Cell Foam). 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, and color availability. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in performing the work of this section with minimum 3 years experience and approved by manufacturer. 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.7 WARRANTY A. See section 017700 —Closeout Submittals, for additional warranty requirements. B. Correct defective work within a five year period after the Date of Substantial Completion. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 — PRODUCTS 2.1 MANUFACTUERS A. Silicone Sealants: 1. Bostik Findley; www.bostikfindley-us.com. 2. GE Plastics: www.geplastics.com. 3. Pecora Corporation: www.pecora.com. 4. Sonneborn, ChemRex, Inc; www.chemrex.com. 5. Dow Corning: www.dowcorning.com 6. Tremco, Inc: www.tremcosealants.com. 7. Substitutions: See Section 016000 - Product Requirements. B. Polyurethane Sealants: 1. Bostik Findley; www.bostikfindley-us.com. 2. Pecora Corporation: www.pecora.com. 3. Sonneborn, ChemRex, Inc; www.chemrex.com. 4. Tremco, Inc: www.tremcosealants.com. 5. Substitutions: See Section 016000 - Product Requirements. 23-011 JOINT SEALANTS 079200 - 1 SECTION 079200 JOINT SEALANTS C. Butyl Sealants: 1. Bostik Findley; www.bostikfindley-us.com. 2. Pecora Corporation: www.pecora.com. 3. TEC Specialty Products Inc. 4. Tremco, Inc: www.tremcosealants.com. 5. Substitutions: See Section 016000 - Product Requirements. D. Preformed Compressible Foam Sealers: 1. Emseal Joint Systems, Ltd: www.emseal.com. 2. Sandell Manufacturing Company, Inc: www.sandelimfg.com. 3. Polytite Manufacturing Corporation: www.polytite.com. 4. Substitutions: See Section 016000 - Product Requirements. 2.2 SEALANTS A. Type S1 - General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade NF single component, paintable. 1. Color: As selected by Architect from Manufacturer's full line of colors. 2. Applications: a. Interior wall and ceiling control joints. b. Joints between door and window frames and wall surfaces. c. Other interior joints for which no other sealant is indicated. B. Type S2 — Butt Glazed Windows: neutral curing silicone sealant with high movement capability and excellent adhesion, single component, clear. 1. Provide product recommended by glazing manufacturer. 2. Applications: a. Butt joints in glazing 2.3 ACCESSORIES A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant. 3.2 PREPARATION A. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193. D. Protect elements surrounding the work of this section from damage or disfigurement. 3.3 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C 1193. C. Perform acoustical sealant application work in accordance with ASTM C 919. 23-011 JOINT SEALANTS 079200 - 2 SECTION 079200 JOINT SEALANTS D. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated. E. Install bond breaker where joint backing is not used. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. H. Tool joints concave. 3.4 CLEANING A. Clean adjacent soiled surfaces. 3.5 PROTECTION OF FINISHED WORK A. Protect sealants until cured. END OF SECTION 23-011 JOINT SEALANTS 079200 - 3 SECTION 081113 STEEL DOORS AND FRAMES PART 1 — GENERAL 1.1 SECTION INCLUDES A. Non -fire -rated steel doors and frames. B. Steel frames for wood doors. C. Fire -rated steel doors and frames. D. Thermally insulated steel doors. E. Steel glazing frames. 1.2 RELATED SECTIONS A. Section 081416 - Flush Wood Doors. B. Section 087100 -Door Hardware. C. Section 088000 -Glazing: Glass for doors and borrowed lites. D. Section 099100 - Paints and Coatings: Field painting. 1.3 REFERENCES A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 1998. B. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames; 1998. C. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 1998. D. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2002a. E. ASTM C 1363 - Standard Test Method for Thermal Performance of Building Assemblies by Means of a Hot Box Apparatus; 1997. F. NAAMM HMMA 840 - Installation and Storage of Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 1999. G. NAAMM HMMA 860 - Guide Specifications for Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 1992. H. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2000. I. NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire Protection Association; 1999. J. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association; 1999. K. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements for submittal procedures. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced grade standard. C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any. D. Manufacturer's Certificate: Certification that products meet or exceed specified requirements. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this section with minimum Five years documented experience. B. Maintain at the project site a copy of all reference standards dealing with installation. 1.6 DELIVERY, STORAGE, AND PROTECTION A. Store in accordance with NAAMM HMMA 840. B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion. 23-011 STEEL DOORS AND FRAMES 081113 - 1 SECTION 081113 STEEL DOORS AND FRAMES PART 2 — PRODUCTS 2.1 MANUFACTUERS A. Steel Doors and Frames: 1. Ceco Door Products; www.cecodoor.com. 2. Curries; www.curries.com. 3. Kewanee Corp., Kewanee, IL. 4. LaForce Inc.; www.laforceinc.com. 5. Republic Builders Products; www.republicdoor.com. 6. Steelcraft Manufacturing Cc; www.steeIcraft.com. 7. Trussbilt; www.trussbilt.com. 8. Substitutions: See Section 016000 -Product Requirements. 2.2 DOORS AND FRAMES A. Requirements for All Doors and Frames: 1. Door Top Closures: Flush with top of faces and edges. 2. Door Edge Profile: Beveled on both edges. 3. Door Texture: Smooth faces. 4. Glazed Lights: Non -removable stops on non -secure side; sizes and configurations as indicated on drawings. 5. Hardware Preparation: In accordance with DHI A115 Series, with reinforcement welded in place, in addition to other requirements specified in door grade standard. 6. Galvanizing for Units in Wet Areas: All components hot -dipped zinc -iron alloy -coated (galvannealed), Manufacturer's standard coating thickness. 7. Finish: Factory primed, for field finishing. B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the specified requirements for each type; for instance, an exterior door that is also indicated as being sound -rated must comply with the requirements specified for exterior doors and for sound -rated doors; where two requirements conflict, comply with the most stringent. 2.3 STEEL FRAMES A. General: Provide fully welded frames. 1. Comply with the requirements of grade specified for corresponding door, except: a. Provide 16 gage frames, except provide #14 gauge galvanized for exterior doors. 2. Hardware Reinforcing: a. Butts and Pivots: 1/4-inch thick. b. Locks: # 12 gauge. c. Surface Applied Hardware: #12 gauge. d. Dust Covers: #20 gauge. 3. Frame Anchors: #14 gauge, corrugated "T" anchors. a. Frames for Wood Doors: Comply with frame requirements specified in ANSI A250.8 for Level 1, 16 gauge 4. Minimum Reinforcing Size: a. Butts and Pivots: Full width of frame by 10-inches long. b. Closers: Full width of frame by 18-inches long. c. Locks: As required by template. d. Other Surface Applied Hardware: As required by template. 5. Finish: Factory primed, for field finishing. a. Frame installer shall coat the interior portion of all exterior frames with a bituminous coating after factory priming and prior to installation (both jambs). 6. Frames Wider than 48 Inches: Reinforce with steel channel fitted tightly into frame head, flush with top. 7. Interior Door Frames, Non -Fire -Rated: Fully welded type. 23-011 STEEL DOORS AND FRAMES 081113 - 2 SECTION 081113 STEEL DOORS AND FRAMES B. Frames for Interior Glazing or Borrowed Lights: Construction and face dimensions to match door frames, and as indicated on drawings. 2.4 ACCESSORY MATERIALS A. Glazing: As specified in Section 088000. B. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners; prepared for countersink style tamper proof screws. C. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. D. Temporary Frame Spreaders: Provide for all factory- or shop -assembled frames. 2.5 FINISH MATERIALS A. Primer: Rust -inhibiting, complying with ANSI A250.10, door manufacturer's standard. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. 3.2 PREPARATION A. Frame installing contractor shall coat inside of frames to be installed in masonry or to be grouted, with bituminous coating prior to installation as noted. Apply wet to 18.0 mils (450 microns) in one or two coats. Total dry film thickness of not less than 12 mils (300 microns) or in excess of 30 mils. 3.3 INSTALLATION A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840. B. In addition, install fire rated units in accordance with NFPA 80. C. Coordinate frame anchor placement with wall construction. D. Coordinate installation of hardware. E. Coordinate installation of glazing. F. Whenever possible, leave frame spreaders intact until frames are set perfectly square and plumb and all anchors are securely attached. G. Grind, bondo, sand, prime and paint over anchor heads and any imperfections in frame. H. Touch up damaged factory finishes. 3.4 ERECTION TOLERANCES A. Clearances between Door and Frame: As specified in ANSI A250.8. B. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner. C. Do not erect members which are observed to be warped, bowed, deformed, or otherwise damaged or defaced to such an extent as to impair strength or appearance. Remove and replace members which have been damaged in the process of erection. 3.5 ADJUSTING A. Adjust for smooth and balanced door movement. 3.6 SCHEDULE A. Refer to Door and Frame Schedule on the drawings. END OF SECTION 23-011 STEEL DOORS AND FRAMES 081113 - 3 SECTION 081416 FLUSH WOOD DOORS PART 1 — GENERAL 1.1 SECTION INCLUDES A. Flush wood doors; flush configuration; fire rated and non -rated. 1.2 RELATED SECTIONS A. Section 062000 - Finish Carpentry. B. Section 081113 - Steel Doors and Frames. C. Section 087100 - Door Hardware. D. Section 088000 - Glazing. E. Section 099100 - Paints and Coatings: Site finishing of doors. 1.3 REFERENCES A. AWI (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute; 1997, Seventh Edition, Version 1.0. B. NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire Protection Association; 1999. C. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition. D. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; 1998. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts required, special beveling, special blocking for hardware, factory machining criteria, factory finishing criteria, identify cutouts for glazing. 1.5 QUALITY ASSURANCE — NOT USED 1.6 REGULATORY REQUIREMENTS A. Installed Fire Rated Door and Transom Panel Assembly: Conform to NFPA 80 for fire rated class as indicated. 1.7 DELIVERY, STORAGE, AND PROTECTION A. Package, deliver and store doors in accordance with specified quality standard. B. Accept doors on site in manufacturer's packaging. Inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation. 1.8 PROJECT CONDITIONS A. Coordinate the work with door opening construction, door frame and door hardware installation. 1.9 WARRANTY A. See Section 017700 -Closeout Submittals for additional warranty requirements. B. Provide warranty for the following term: C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. 23-011 FLUSH WOOD DOORS 081416 - 1 SECTION 081416 FLUSH WOOD DOORS PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Veneer Doors: 1. Algoma Hardwoods, Algoma, WI. 2. Eggers Industries, Two Rivers, Wl.www.eggersindustries.com. 3. Marshfield DoorSystems, Inc: www.marshfielddoors.com. (formerly Weyerhaeuser Door Division) 4. Oshkosh Architectural Door Company, Oskosh, WI 5. V.T. Industries, Holstein, IA 6. Substitutions: See Section 016000 - Product Requirements. 2.2 DOORS AND PANELS A. All Doors: See drawings for locations and additional requirements. B. Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction. 1. Provide solid core doors at all locations unless otherwise noted. 2.3 DOOR AND PANEL CORES A. Non -Rated Solid Core and 20 Minute Rated Doors: AWI Architectural Woodwork Quality Standards Illustrated, Section 1300, Type PC - Particleboard; Grade 1-LD-1. 2.4 DOOR FACINGS A. Wood Veneer Facing for Transparent Finish: Species to match those existing in the field in veneer grade, cut, and color; unless otherwise indicated. 1. Vertical Edges: Same species as face veneer. B. Interior Doors - Veneer: species to match existing, veneer grade as specified by door quality standard, plain sliced, with slip matched grain, for transparent finish. C. Facing Adhesive: Type I - waterproof. 2.5 ACCESSORIES A. Glazing Stops: Wood, of same species as door facing, butted corners; prepared for countersink style tamper proof screws. 2.6 DOOR CONSTRUCTION A. Fabricate doors in accordance with door quality standard specified. B. Fabricate fire rated doors in accordance with UL requirements. Attach fire rating label to door. C. Meeting Options for (Non -Rated) Double Doors: No Bevel D. Provide solid blocks at lock edge for hardware reinforcement. 1. Provide solid blocking for other through bolted hardware. E. Vertical Exposed Edge of Stiles - Veneer Faces: Of same species as veneer facing. F. Fit door edge trim to edge of stiles after applying veneer facing. G. Bond edge banding to cores. H. Provide edge clearances in accordance with AWI Quality Standards Illustrated Section 1700. 2.7 FACTORY FINISHING A. Factory finish doors in accordance with AWI Quality Standards Illustrated, Section 1500 to the following finish designations: 1. Transparent Finish: TR-6, transparent catalyzed polyurethane, Custom quality, Semi -Gloss sheen. Match existing doors in the field. 23-011 FLUSH WOOD DOORS 081416 - 2 SECTION 081416 FLUSH WOOD DOORS PART 3 — EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment. 3.2 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. 1. Install fire -rated doors in accordance with NFPA 80, Warnock Hersey, and UL requirements. B. Trim non -rated door width by cutting equally on both jamb edges. C. Trim door height by cutting bottom edges to a maximum of 3/4 inch (19 mm). D. Use machine tools to cut or drill for hardware. E. Pilot drill screw and bolt holes. F. Coordinate installation of doors with installation of frames and hardware. G. Coordinate installation of glazing. 3.3 INSTALLATION TOLERANCES A. Conform to specified quality standard for fit and clearance tolerances. B. Conform to specified quality standard for maximum diagonal distortion. 3.4 ADJUSTING A. Adjust doors for smooth and balanced door movement. B. Adjust closers for full closure. 3.5 SCHEDULE - See Drawings END OF SECTION 23-011 FLUSH WOOD DOORS 081416 - 3 SECTION 087100 DOOR HARDWARE PART 1 — GENERAL 1.1 SECTION INCLUDES A. Hardware for all doors. 1.2 RELATED SECTIONS A. Section 081113 - Steel Doors and Frames B. Section 081900 - Flush Wood Doors. 1.3 ALLOWANCES A. See Section 012100 -Allowances, for allowances affecting this section. 1.4 REFERENCES — NOT USED 1.5 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Shop Drawings: 1. Indicate locations and mounting heights of each type of hardware, schedules, catalog cuts, electrical characteristics and connection requirements. C. Samples: 1. Submit 1 sample of each piece of hardware illustrating style, color, and finish. 2. Samples will be returned to supplier. D. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.6 QUALITY ASSURANCE A. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with five years of experience. 1.7 DELIVERY, STORAGE, AND PROTECTION A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. 1.8 COORDINATION A. Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinforcement for door hardware. B. Furnish templates for door and frame preparation. C. Coordinate Owner's keying requirements during the course of the Work. 1.9 WARRANTY A. See Section 01780 -Closeout Submittals, for additional warranty requirements. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Refer to Section 011000 -Summary, for allowance amounts. B. Provide hardware to match existing from same manufacturer as existing hardware. 2.2 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS A. Provide products that comply with the following: 1. Applicable provisions of Federal, State, and local codes. B. Finishes: Identified in schedule at end of section. 23-011 DOOR HARDWARE 087100 - 1 SECTION 087100 DOOR HARDWARE PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. 3.2 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Mounting heights for hardware from finished floor to center line of hardware item: 1. Door Levers: 38 inches; 2. Door Pulls / Push Plates: 44 inches; 3. Single Push Bars: 42 inches; 4. Exit Device Cross Bars: 42 inches; 5. Cylinder Dead Locks: 48 inches; 6. Flush Bolts: 72 inches top; 12 inches bottom; 7. Upper Edge Top Hinge: 5 inches below frame head; 8. Lower Edge Top Hinge: 10 inches above finished floor; 9. Intermediate Hinge(s): Equally spaces between top and bottom hinges. 3.3 ADJUSTING A. Adjust work under provisions of Section 017300. B. Adjust hardware for smooth operation. 3.4 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 017300. B. Do not permit adjacent work to damage hardware or finish. C. The following schedule is a partial list to establish quantity and to generalize hardware installation requirements. A detailed schedule shall be developed by the supplier to assure proper operation and function of the scheduled intent. D. Coordinate final selection of all hardware with Architect and Owner in field prior to submittal of shop drawings. E. Provide manufacturer's hardware templates to installing contractor with hardware delivery. F. Coordinate delivery of all hardware with installing contractor. 3.5 HARDWARE SCHEDULE A. Hardware Set #1: (3) Heavy Weight Hinges — 4 112" (1) Office Function Lockset (1) lock cylinder (1) Kick Plate (1) Wall Stop END OF SECTION 23-011 DOOR HARDWARE 087100 - 2 SECTION 088000 GLAZING PART 1 — GENERAL 1.1 SECTION INCLUDES A. Glass. B. Glazing compounds and accessories. 1.2 RELATED SECTIONS A. Section 079200 - Joint Sealers: Sealant and back-up material. B. Section 081113 - Steel Doors and Frames 1.3 REFERENCES A. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 1984 (R1994). B. ASTM C 864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 1999. C. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2002. D. ASTM C 1036 - Standard Specification for Flat Glass; 2001. E. ASTM C 1048 - Standard Specification for Heat -Treated Flat Glass --Kind HS, Kind FT Coated and Uncoated Glass; 1997b. F. ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2000. G. GANA (GM) - GANA Glazing Manual; Glass Association of North America; 1997. H. GANA (SM) - FGMA Sealant Manual; Glass Association of North America; 1990. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, and special handling or installation requirements. C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. D. Samples: Submit two samples 12 x 12 inch in size of glass units. E. Certificates: Certify that products meet or exceed specified requirements. F. Manufacturer's Certificate: Certify that sealed insulated glass meets or exceeds specified requirements. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing installation methods. Maintain one copy on site. B. Installer Qualifications: Company specializing in performing the work of this section with minimum five years documented experience. 1.6 PRE -INSTALLATION MEETING A. Convene one week before starting work of this section. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not install glazing when ambient temperature is less than 50 degrees F. B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.8 WARRANTY A. See Section 017700 -Closeout Submittals, for additional warranty requirements. B. Provide a five year warranty. 23-011 GLAZING 088000 - 1 SECTION 088000 GLAZING PART 2 — PRODUCTS 2.1 FLAT GLASS MATERIALS A. Manufacturers: 1. Guardian Industries Corporation: www.guardian.com. 2. Pilkington Building Products North America: www.pilkington.com. 3. Visteon Glass Systems: www.visteon.com 4. Substitutions: Refer to Section 016000 - Product Requirements. B. Vision Glass (Type 1-1): Clear; fully tempered with horizontal tempering. 1. Comply with ASTM C 1036, Type 1, transparent flat, Class 1 clear, Quality Q3 (glazing select) and ASTM C 1048. 2. Comply with ANSI Z97.1. 2.2 GLAZING COMPOUNDS A. Manufacturers: 1. Dow Corning Corp: www.dowcorning.com 2. GE Plastics: www.geplastics.com 3. Pecora Corporation: www.Pecora.com 4. Substitutions: Refer to Section 016000 - Product Requirements. B. Silicone Sealant: Single component; chemical curing; capable of water immersion without loss of properties; non -bleeding, non -staining; ASTM C 920, Type S, Grade NS, Class 25, Uses M, A, and G; cured Shore A hardness of 15 to 25; color as selected. 2.3 GLAZING ACCESSORIES A. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness, ASTM C 864 Option I. Length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area. B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness, ASTM C 864 Option I. Minimum 6 inch long x one half the height of the glazing stop x thickness to suit application, self adhesive on one face. C. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device; 10 to 15 Shore A durometer hardness; coiled on release paper; 3/8 inch size; black color. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that openings for glazing are correctly sized and within tolerance. B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Install sealants in accordance with ASTM C 1193 and FGMA Sealant Manual. 3.3 INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE) A. Cut glazing tape to length and set against permanent stops, projecting 1/16 inch (1.6 mm) above sight line. B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. C. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit. D. Place glazing tape on free perimeter of glazing in same manner described above. E. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact. F. Knife trim protruding tape. 23-011 GLAZING 088000 - 2 SECTION 088000 GLAZING 3.4 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work is complete. C. Clean glass and adjacent surfaces. 3.5 PROTECTION OF FINISHED WORK A. After installation, mark pane with an 'X' by using removable plastic tape or paste. END OF SECTION 23-011 G LAZ I N G 088000 - 3 SECTION 092900 GYPSUM BOARD ASSEMBLIES PART 1 — GENERAL 1.1 SECTION INCLUDES A. Metal stud wall framing. B. Metal channel ceiling framing. C. Acoustic insulation. D. Cementitious backer board for interior applications. E. Gypsum wallboard. F. Fiber Reinforced Gypsum Board. G. Joint treatment and accessories. 1.2 RELATED SECTIONS A. Section 061053 - Wood Blocking and Curbing: Wood blocking for support of wall -mounted equipment. 1.3 REFERENCES A. Unless noted otherwise, the most current issue of the reference shall be used. B. ASTM C 645 - Standard Specification for Nonstructural Steel Framing Members. C. ASTM C 665 - Standard Specification for Mineral -Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. D. ASTM C 754 - Standard Specification for Installation of Steel Framing Members to Receive Screw -Attached Gypsum Panel Products. E. Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs. F. GA-600 - Fire Resistance Design Manual; Gypsum Association. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system. C. Product Data: Provide manufacturer's data on partition head to structure connectors, showing compliance with requirements. 1.5 QUALITY ASSURANCE A. Perform in accordance with ASTM C 840. Comply with requirements of GA-600 for fire -rated assemblies. B. Applicator Qualifications: Company specializing in performing gypsum board application and finishing, with minimum five years of documented experience. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies as indicated on drawings. PART 2 — PRODUCTS 2.1 METAL FRAMING MATERIALS A. Metal Framing Manufacturers: 1. Clark Dietrich Building Systems; www.clarkdietrich.com 2. Marino -Ware; www.marinoware.com. 3. Telling Industries; www.buildstrong.com 4. Substitutions: See Section 016000 -Product Requirements. B. Metal Framing Connectors and Accessories: 1. Same manufacturer as framing. 23-011 GYPSUM BOARD ASSEMBLIES 092900 - 1 SECTION 092900 GYPSUM BOARD ASSEMBLIES C. Non -Load bearing Framing System Components: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 for the spacing indicated unless exceeded herein, with maximum deflection of wall framing of L/240 at 5 psf. All interior framing shall be a minimum of 20 gauge. 1. Studs: C shaped with knurled faces. 2. Runners: U shaped, sized to match studs. 3. Ceiling Channels: C shaped. 4. Furring: Hat -shaped sections, minimum depth of 7/8 inch. D. Shaft Wall Studs and Accessories: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 and specified performance requirements. E. Ceiling Hangers: Type and size as specified in ASTM C 754 for spacing required. F. Partition Head to Structure Connections: Provide mechanical anchorage devices that accommodate deflection using slotted holes, screws and anti -friction bushings, preventing rotation of studs while maintaining structural performance of partition. 1. Material: ASTM A 653/A 653M steel sheet, SS Grade 50, with G60/Z180 hot dipped galvanized coating. 2.2 GYPSUM BOARD MATERIALS A. Manufacturers: 1. Georgia Pacific Gypsum Corporation; www.gp.com. 2. National Gypsum Company; www.nationalgypsum.com. 3. USG Corporation; www.usg.com. 4. Lafarge North America Inc.; www.lafargenorthamerica.com 5. Substitutions: See Section 016000 - Product Requirements. B. Gypsum Wallboard: ASTM C 36/C 36M and ASTM C 1396/C 1396M. Sizes to minimize joints in place; ends square cut. 1. Thickness: 5/8 inch. 2. Edges: Tapered. C. Abuse Resistant Gypsum Board: Non -paper faced, gypsum -fiber reinforced panels, for partition walls engineered to provide increased resistance to abrasion, indentation, and penetration. 1. Basis of design: USG Fiberock Brand - AR Interior Panels 2. Thickness: 5/8 in. 3. Width: 4 ft. 4. Edges: Long edges tapered, ends cut square 5. Meet or exceed ASTM C1278: a. Abrasion: Level 1 b. Indentation: Level 1 c. Soft Body Impact: Level 2 d. Hard Body Impact: Level 1 6. Properties: a. Flexural Strength: ASTM C473, >155 Ibf b. Compressive Strength: >500 psi c. Nail -Pull Resistance: ASTM C473, >145 Ibs d. Weight: C473, 3.1 psf e. Mold Resistance: ASTM D3273, 10 (No Growth) f. Surface Burning Characteristics: ASTM E84, 5/0 flame/smoke 7. Accessories: a. Metal Corner Bead and Trim: USG Sheetrock and Beadex Brand as recommended by manufacturer b. Primer -Surfacer: USG Sheetrock Brand Tuffhide as recommended by Manufacturer. c. Control Joints: Provide at 28'-0" on center 23-011 GYPSUM BOARD ASSEMBLIES 092900 - 2 SECTION 092900 GYPSUM BOARD ASSEMBLIES 2.3 ACCESSORIES A. Acoustic Insulation: ASTM C 665; preformed glass fiber, friction fit type, unfaced. Thickness of 3- 1/2 inches unless indicated otherwise. B. Acoustic Sealant: Non -hardening, non -skinning, for use in conjunction with gypsum board. C. Finishing Accessories: ASTM C 1047, galvanized steel or rolled zinc, unless otherwise indicated. D. Joint Materials: ASTM C 475 and as recommended by gypsum board manufacturer for project conditions. 1. Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise indicated. E. Screws: ASTM C 1002; self -piercing tapping type; cadmium -plated for exterior locations. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.2 FRAMING INSTALLATION A. Metal Framing: Comply with ASTM C 754 and manufacturer's instructions. B. Suspended Ceilings and Soffits: Space framing and furring members as indicated. 1. Level ceiling system to a tolerance of 1/1200. 2. Laterally brace entire suspension system. C. Studs: Space studs as permitted by standard. 1. Extend partition framing to structure where indicated and to ceiling in other locations. 2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with manufacturer's instructions. 3. Partitions Terminating at Structure: Attach top runner to structure, maintain clearance between top of studs and structure, and connect studs to track using specified mechanical devices in accordance with manufacturer's instructions; verify free movement of top of stud connections; do not leave studs unattached to track. D. T intersections: Construct T intersections by using minimum of three studs with top, bottom and intermediate blocking or four full studs. Lock all walls together by fastening framing members together at 16 inches on center vertically. Walls secured through Gypsum materials only shall not be permitted. E. Corners: Construct corners using minimum of three studs with top, bottom and intermediate blocking or four full studs. Lock all walls together by fastening framing members together at 16 inches on center vertically. Walls secured through Gypsum materials only shall not be permitted. F. Openings: Install minimum double studs at wall openings, sides, top and bottom at door and window jambs and all other openings. G. Standard Wall Furring: Install at concrete and masonry walls scheduled to receive gypsum board, not more than 4 inches from floor and ceiling lines and abutting walls. Secure in place on alternate channel flanges at maximum 24 inches on center. 1. Orientation: Vertical. 2. Spacing: As indicated. H. Acoustic Furring: Install resilient channels at maximum 24 inches on center. Locate joints over framing members. I. Furring for Fire Ratings: Install as required for fire resistance ratings indicated and to GA-600 requirements. J. Blocking: Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, wood frame openings, toilet accessories, hardware, and other wall mounted items. Comply with Section 061053 for wood blocking. 3.3 ACOUSTIC ACCESSORIES INSTALLATION A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions. B. Acoustic Sealant: Install in accordance with manufacturer's instructions. 23-011 GYPSUM BOARD ASSEMBLIES 092900 - 3 SECTION 092900 GYPSUM BOARD ASSEMBLIES 3.4 GYPSUM BOARD INSTALLATION A. Comply with ASTM C 840. Install to minimize butt end joints, especially in highly visible locations. B. Single Layer Non -Rated: Install gypsum board in most economical direction, with ends and edges occurring over firm bearing. C. Single Layer Fire -Rated: Install gypsum board vertically, with ends and edges occurring over firm bearing. D. Cementitious Backing Board: Install over studs in accordance with manufacturer's instructions. E. Installation on Metal Framing: Use screws for attachment of all gypsum board. 3.5 INSTALLATION OF TRIM AND ACCESSORIES A. Control Joints: Place control joints consistent with lines of building spaces and as indicated. 1. Not more than 30 feet apart on walls and ceilings over 50 feet long. B. Corner Beads: Install at external corners, using longest practical length. C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated on drawings. 3.6 JOINT TREATMENT A. Finish gypsum board in scheduled areas in accordance with levels defined in ASTM C 840 and as scheduled below. B. Fill and finish joints and corners of cementitious backing board as recommended by manufacturer. 3.7 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction. 3.8 FINISH LEVEL SCHEDULE A. Level 1: Above finished ceilings concealed from view. B. Level 2: Utility areas and areas behind cabinetry. C. Level 3: Walls scheduled to receive textured wall finish. D. Level 4: Walls and ceilings scheduled to receive flat or eggshell paint finish. E. Level 5: Walls and ceilings scheduled to receive semi -gloss or gloss paint finish. END OF SECTION 23-011 GYPSUM BOARD ASSEMBLIES 092900 - 4 SECTION 095113 ACOUSTICAL PANEL CEILINGS PART 1 — GENERAL 1.1 SECTION INCLUDES A. Acoustical ceiling panels. B. Suspension system. C. Wire hangers, fasteners, main runners, cross tees, and wall angle moldings. 1.2 RELATED SECTIONS A. Section 092900 — Gypsum Board Assemblies. A 1.3 REFERENCES A. Unless noted otherwise, the most current issue of the reference shall be used. B. ASTM A 1008 Standard Specification for Steel, Sheet, Cold Rolled, Carbon, Structural, High - Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability. C. ASTM A 641 Standard Specification for Zinc -Coated (Galvanized) Carbon Steel Wire. D. ASTM A 653 Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process. E. ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method. F. ASTM C 635 - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings. G. ASTM C 636 - Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -in Panels. H. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials. I. ASTM E 580 — Standard Practice for Application of Ceiling Suspension Systems for Acoustical Tile and Lay -in Panels in Areas Requiring Seismic Restraint. J. ASTM E 1414 Standard Test Method for Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum. K. ASTM E 1111 Standard Test Method for Measuring the Interzone Attenuation of Ceilings Systems. L. ASTM E 1264 - Standard Classification for Acoustical Ceiling Products. M. ASTM E 1477 Standard Test Method for Luminous Reflectance Factor of Acoustical Materials by Use of Integrating -Sphere Reflectometers. N. ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. O. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate grid layout and related dimensioning. C. Product Data: Provide data on suspension system components. D. Certifications: Manufacturer's certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards. For acoustical performance, each carton of material must carry an approved independent laboratory classification of NRC, CAC, and AC. E. Samples: Submit two samples of each panel type; 12 x 12 inch in size illustrating material and finish of acoustical units. F. Samples: Submit two samples of each suspension system type; 12 inches long, of main runner, cross runner, and perimeter molding. G. Manufacturer's Installation Instructions: Indicate special procedures. 23-011 ACOUSTICAL PANEL CEILINGS 095113 - 1 SECTION 095113 ACOUSTICAL PANEL CEILINGS 1.5 QUALITY ASSURANCE A. Single -Source Responsibility: Provide acoustical panel units and grid components by a single manufacturer. B. Fire -Resistive Assemblies: Complete assembly listed and classified by UL for the fire resistance indicated. C. Fire Performance Characteristics: Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristics: As follows, tested per ASTM E 84 and complying with ASTM E 1264 for Class A products. a. Flame Spread: 25 or less b. Smoke Developed: 50 or less D. Suspension System Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. E. Acoustical Unit Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F and maximum humidity of 40 percent prior to, during, and after acoustical unit installation. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical ceiling units carefully to avoid chipping edges or damaged units in any way. 1.8 PROJECT CONDITIONS A. All ceiling products and suspension systems must be installed and maintained in accordance with manufacturer's written installation instructions for that product in effect at the time of installation and best industry practice. B. Prior to installation, the ceiling product must be kept clean and dry, in an environment that is between 32°F and 120°F and not subject to Abnormal Conditions. Abnormal conditions include exposure to chemical fumes, vibrations, moisture from conditions such as building leaks or condensation, excessive humidity, or excessive dirt or dust buildup. C. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. D. Install acoustical units after interior wet work is dry. 1.9 WARRANTY A. Acoustical Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace acoustical panels that fail within the warranty period. Failures include, but are not limited to: 1. Acoustical Panels: Sagging and warping as a result of defects in materials or factory workmanship. 2. Grid System: Rusting and manufacturer's defects 3. Acoustical Panels designated as inherently resistive to the growth of micro-organisms: Visible sag and will resist the growth of mold/mildew and gram positive and gram negative odor and stain causing bacteria. B. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents. 23-011 ACOUSTICAL PANEL CEILINGS 095113 - 2 SECTION 095113 ACOUSTICAL PANEL CEILINGS 1.10 EXTRA MATERIALS A. See Section 016000 - Product Requirements, for additional provisions. B. Provide 10 percent of total acoustical unit area of each type of acoustical unit for Owner's use in maintenance of project. PART 2 - PRODUCTS 2.1 ACOUSTICAL UNITS A. Manufacturers: 1. Armstrong World Industries, Inc.: www.armstrong.com 2. CertainTeed Ceilings: www.certainteed.com 3. USG Interiors, Inc.: www.usq.com 4. Substitutions: See Section 016000 - Product Requirements. B. Acoustical Units - General: ASTM E 1264, Class A. 1. Units for Installation in Fire -Rated Suspension System: Listed and classified for the fire - resistive assembly the suspension system is a part of. C. Acoustical Panels - Type I: Painted mineral fiber, ASTM E 1264 Type III, with the following characteristics: 1. Size: 24 x 24 inches. 2. Thickness: 5/8 inches. 3. Composition: Wet felted. 4. Density: 1.05 Ib/cu ft. 5. Light Reflectance: 84 percent, determined as specified in ASTM E 1264. 6. NRC Range: .55 to .65, determined as specified in ASTM E 1264. 7. Edge: Square. 8. Surface Color: White. 9. Surface Pattern: Non -directional fine fissured- texture to match existing ceiling tiles in field as close as possible. 10. Products: a. Armstrong: "Fine Fissured Medium Texture #1729", 24" x 48" or Armstrong: "Fine Fissured Medium Texture #1728", 24" x 24". Obtain samples and provide one that closely matches existing to remain. b. CertainTeed: "Performa Fine Fissured #HHF-197", 24"x48" or "Performa Fine Fissured #HHF-157", 24"x24". Obtain samples and provide one that closely matches existing to remain. c. USG Interiors: "Radar ClimaPlus #2410" (not available in 24"x24"). Obtain samples and provide one that closely matches existing to remain. 11. Suspension System: Exposed grid. a. Suspension System: Exposed grid. Match profile and grid type as close as possible to grid existing to remain. 2.1 SUSPENSION SYSTEMS A. Manufacturers: 1. Armstrong World Industries, Inc.: www.armstrong.com 2. USG Interiors, Inc.: www.usg.com 3. Substitutions: See Section 016000 - Product Requirements. B. Suspension Systems - General: ASTM C 635; die cut and interlocking components, with stabilizer bars, clips, splices, and perimeter moldings as required. C. Exposed Steel Suspension System: Formed galvanized steel, commercial quality cold rolled; intermediate -duty. 1. Profile: Tee, 15/16 inch wide face. 2. Finish: White painted. 23-011 ACOUSTICAL PANEL CEILINGS 095113 - 3 SECTION 095113 ACOUSTICAL PANEL CEILINGS 2.2 ACCESSORIES A. Support Channels and Hangers: Match material and finish of suspension system; size and type to suit application, seismic requirements, and ceiling system flatness requirement specified. B. Perimeter Moldings: Same material and finish as suspension system. 1. At Exposed Grid: Provide L-shaped molding for mounting at same elevation as face of grid. C. Gasket for Perimeter Moldings: Closed cell rubber sponge tape. D. Touch-up Paint: Type and color to match acoustical and grid units. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting work. B. Verify that layout of hangers will not interfere with other work. C. Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed recommendations. 3.2 INSTALLATION - SUSPENSION SYSTEM A. Install suspension system in accordance with ASTM C 636, ASTM E 580, and manufacturer's instructions and as supplemented in this section. B. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360. C. Lay out system to a balanced grid design with edge units no less than 50 percent of acoustical unit size. D. Install after major above -ceiling work is complete. Coordinate the location of hangers with other work. E. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. G. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. H. Support fixture loads using supplementary hangers located within 6 inches of each corner, or support components independently. I. Do not eccentrically load system or induce rotation of runners. J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other interruptions. 1. Install with continuous gasket. 2. Use longest practical lengths. 3. Overlap and rivet corners. K. Coordinate all existing pipe, conduit, and power pole penetrations through ceiling system. Provide trim plates at all penetrations to match finish of ceiling grid. 3.3 INSTALLATION - ACOUSTICAL UNITS A. Install acoustical units in accordance with manufacturer's instructions. B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearance and function. C. Fit border trim neatly against abutting surfaces. D. Install units after above -ceiling work is complete. E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents. F. Cutting Acoustical Units: 1. Make field cut edges of same profile and finish as factory edges. 23-011 ACOUSTICAL PANEL CEILINGS 095113 - 4 SECTION 095113 ACOUSTICAL PANEL CEILINGS G. Coordinate all existing pipe, conduit, and power pole penetrations through ceiling system. Provide trim plates at all penetrations to match finish of ceiling grid. 3.4 ERECTION TOLERANCES A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet. B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees. 3.5 ADJUSTING AND CLEANING A. Replace damaged and broken panels. B. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage. C. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 23-011 ACOUSTICAL PANEL CEILINGS 095113 - 5 SECTION 096516 RESILIENT FLOORING PART 1 — GENERAL 1.1 SECTION INCLUDES A. Resilient tile flooring. B. Rubber wall base. C. Installation accessories. D. Subfloor preparation. 1.2 RELATED SECTIONS A. Section 035410 - Self -Leveling Underlayment. 1.3 REFERENCES A. Unless noted otherwise, the most current issue of the reference shall be used. B. ASTM F 1066 - Standard Specification for Vinyl Composition Floor Tile. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions. C. Selection Samples: Submit manufacturer's complete set of color samples for Architect's initial selection. D. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re -waxing. 1.5 DELIVERY, STORAGE, AND PROTECTION A. Deliver materials in labeled packages. Store and handle in strict compliance with manufacturer's recommendations. Protect from damage due to weather, excessive temperatures, and construction operations. B. Deliver materials sufficiently in advance of installation to condition materials to room temperature prior to installation. C. Protect roll materials from damage by storing on end. 1.6 QUALITY ASSURANCE A. Manufacturer: Provide resilient flooring products manufactured by a firm with a minimum of 10 years' experience in the fabrication of resilient flooring of types equivalent to those specified. Manufacturers proposed for use, which are not named in this Section, shall submit evidence of ability to meet performance requirements specified not less than 10 days prior to bid date. B. Color Matching: Provide resilient flooring products, including wall base and accessories, from one manufacturer to ensure color matching. C. Manufacturer capable of providing field service representation. D. Installer's Qualifications: Installer experienced (minimum of 2 years) to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to the product manufacturer. E. Materials: For each type of material required for the work of this Section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturer of the primary materials. Comply with applicable regulations regarding VOC (volatile organic compound) content of adhesives. 1.7 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature in storage area between 55 degrees F and 90 degrees F. B. Store materials for not less than 48 hours prior to installation in area of installation at a temperature of 70 degrees F to achieve temperature stability. Maintain a temperature of 68 degrees F plus or minus 5 degrees F in spaces to receive resilient flooring. Specified temperature shall be maintained at least 48 hours before, during, and 48 hours after installation. 23-011 RESILIENT FLOORING 096516 - 1 SECTION 096516 RESILIENT FLOORING 1.8 WARRANTY A. Provide manufacturer's standard one-year warranty against defects in manufacturing and workmanship of resilient flooring products. Provide manufacturer's standard limited wear warranty/conductivity warranty as specified under each product as applicable. 1.9 EXTRA MATERIALS A. See Section 016000 - Product Requirements, for additional provisions. B. Provide one (1) box of tile, 50 lineal feet of base and 5% of installed stair materials of each type and color specified. 1. Deliver to Village of Lemont. PART 2 — PRODUCTS 2.1 MATERIALS — BASE - RUBBER A. Specified Manufacturer: 1. Johnsonite, Inc: www.00hnsonite.com. B. Acceptable Manufacturers: 1. Armstrong World Industries: www.armstrong.com 2. Burke Industries: www.burkeflooring.com 3. Marley Flexco: www.flexcofloors.com 4. Roppe Corporation: www.roppe.com 5. Nora: www.norarubber.com 6. Substitutions: See Section 016000 - Product Requirements. C. Resilient Base: Manufactured from a homogeneous composition polyvinyl chloride (PVC.) 1. Height: a. 4 inch base. 2. Profile: Coved at areas of resilient flooring; straight at carpeted areas. 3. Thickness: 0.125 inch thick. 4. Finish: Satin 5. Length: Roll 6. Color: To match existing Rubber Base in the field, to be selected from manufacturer's full range. 7. Accessories: Premolded external corners, internal corners, and end stops. 2.2 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer. B. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. C. Moldings and Edge Strips: 1. At transitions between dissimilar floor finishes: Johnsonsite T-Molding or Equal. Color to be selected by Architect from manufacturers full color range. D. Filler for Coved Base: Plastic. PART 3 — EXECUTION 3.1 EXAMINATION A. Perform adhesive bond test in each major area, minimum 1 per 2,000 square feet, prior to installation. Examine after 72 hours to determine whether bond is solid and no moisture is present. Do not proceed with work until results of bond test are acceptable. 23-011 RESILIENT FLOORING 096516 - 2 SECTION 096516 RESILIENT FLOORING 3.2 PREPARATION A. Fill voids, cracks, and depressions with trowel -applied leveling compounds acceptable to manufacturer. Remove projections and repair other defects to tolerances acceptable to manufacturer. B. Prohibit traffic until filler is cured. C. Clean substrate by vacuuming subfloors immediately prior to installation to remove loose particles. 3.3 INSTALLATION -GENERAL A. Comply with the following: 1. Install reducer strips at exposed edges. 2. Do not mix manufacturing batches of a color within the same area. 3. Do not install defective or damaged resilient material. 3.4 INSTALLATION - BASE A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches between joints. B. Install base on solid backing. Bond tightly to wall and floor surfaces. 3.5 CLEANING A. Remove excess adhesive from base, and wall surfaces without damage. 3.6 PROTECTION OF FINISHED WORK A. Repair: Touch-up, repair or replace damaged products prior to Substantial Completion. END OF SECTION 23-011 RESILIENT FLOORING 096516 - 3 SECTION 096813 CARPET TILE PART 1 — GENERAL 1.1 SECTION INCLUDES A. Carpet tile, trowelable adhesives. 1.2 REFERENCES A. Unless noted otherwise, the most current issue of the Reference shall be used. B. ASTM D 2859 — Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering materials. C. ASTM E 84 — Standard Test Method for Surface Burning Characteristics of Building Materials. D. ASTM E 648 — Standard test Methods for Critical Radiant Flux of Floor -Covering Systems Using a Radiant Heat Energy Source. E. CRI 104 - Standard for Installation of Commercial Textile Floorcovering Materials; Carpet and Rug Institute. F. CRI (GLA) — Green Label testing Program — Approved Adhesive Products; www.carpet-rug.com. G. CRI (GLC) — Green Label Testing Program — Approved Product Categories for Carpet; www.carpet-rug.com. H. CRI (GLP) — Green Label Plus Carpet Testing Program — Approved Products; www.carpet- rug.org. I. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source; National Fire Protection Association. 1.3 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate layout of joints, direction of carpet pile, and tile color locations. C. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. D. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet color selected by Architect. E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention F. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. G. For initial selection of colors and patterns, submit samples in form of actual sections of carpet tile including accessories, showing full range of colors and patterns available, for each type of carpet tile required. H. Submit manufacturer's certified test results to show that carpet meets or exceeds product performance specification criteria for carpet testing requirements (i.e. see section 2.3 flame, smoke, Aachen test, etc). 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: Company specializing in manufacturing specified carpet tile with minimum three years documented experience. B. Installers shall have documented five year's experience as an Installer of at least 10 projects of similar size and complexity to this project. Workmen shall be experienced and skilled craftsmen. C. Source Quality Control: Prior to carpet tiles being shipped to project, ensure that manufacturer has tested all carpet and provided written certification that all carpet construction meets or exceeds each minimum of the project specifications. 1.5 ENVIRONMENTAL REQUIREMENTS A. Store materials in area of installation for minimum period of 24 hours prior to installation. 1.6 EXTRA MATERIALS A. See Section 016000 - Product Requirements, for additional provisions. B. Provide ten (10) carpet tiles of each color and pattern selected. 23-011 CARPET TILE 096813 - 1 SECTION 096813 CARPET TILE 1.7 DELIVERY, STORAGE, AND PROTECTION A. Deliver carpeting materials in sealed cartons for carpet tile and sealed containers for related materials. Deliver, store and handle all materials in a manner to prevent damage to materials and previous construction. Store in a safe, dry location, out of the way of other construction as directed. Material must be stored at least 68 degree F. (20 degree C.) for 3 days prior to installation. 1.8 WARRANTY A. Manufacturer's Warranty: 1. Provide warranties by Carpet Manufacturer agreeing to replace defective materials during one (1) year warranty period following substantial completion. Also submit the following agreed upon warranties (chair pads not required): 2. Wear - Surface fiber wear shall not be more than 10% by weight in 15 years. 3. Static - Carpet will remain static generation at less than 3.0 kV at 70' F, and 20% R.H. for a period no less than 15 years. 4. No edge ravel, backing separation for a period no less than 15 years 5. No Dimensional Instability, i.e. shrinkage, stretching, curling and doming which adversely affect the ability of the tile to lay flat for a period no less than 15 years. See Aachen Test. 6. Antimicrobial preservation properties warranted to be > 90% effective for a period no less than 15 years. B. Installing contractor shall rework any defective carpet handling or installation workmanship during one (1) year warranty period following substantial completion. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Basis of Design— MATCH EXISTING CARPET (UTILIZE ATTIC STOCK IF AVAILABLE): 1. Interface, Inc.; ww.interface.com (Existing carpet is Interface) B. Products indicated are provided by specified manufacturer. All acceptable manufacturers shall provide products equal in color range, pattern range, performance data, and style to those specified and shall meet or exceed all minimum specifications listed. 2.2 MATERIALS A. Basis of Design Carpet Tile: Product must meet or exceed all of the following minimum specifications: 1. Field Pattern/Color: Match Existing. 2. Installation Method: Match Existing in adjacent office areas. 3. Tile Size: 50cm x 50cm tile module. 4. Yarn System: Match existing tile including yarn system, construction, etc. 5. Construction: 6. Gauge: 7. Finish Pile Height: inches. 8. Pile Density: 5000 Minimum. 9. Face yarn weight: ounces. 10. Backing: 11. Soil Release: 12. Lifetime Anti -Microbial: 13. Total Recycled Content: 14. CRI Green Label Plus: 15. ISO Requirements: Product must be produced by manufacturer that is ISO 9001 and ISO 14001 certified. 23-011 CARPET TILE 096813 - 2 SECTION 096813 CARPET TILE 2.3 REGULATORY REQUIREMENTS A. Proposed flooring must meet CRI Green Label Plus, State of Washington Protocol Environmental Safety Test, and GSA Antimicrobial Certification. B. Flammability Test Requirements: Carpet Flammability 1. Pill Test (ASTM D2859 or CPSC FF-1-70) 2. Radiant Panel Test (ASTM E648) Smoke Density (ASTM E662) Dimensional Stability (Aachen Method Din 54318) Static Generation at 700 F (AATCC 134 w/ neolite) Lightfastness (AATCC 16E) Crocking (AATCC 165) Cold Water Bleed (AATCC 107) Gas Fade (AATCC 23) Ozone Fade (AATCC 109) Antimicrobial (AATCC 174, Part II) Fungicidal (AATCC 174, Part III) Soil/Stain Protection (AATCC 175-1991) Passes > 0.45 watts/cmz, Class 1 < 450 Flaming Mode < 0.1 % change < 2.5 kV at 20% R.H. 4.0 after 60 hours 4.0 wet, dry 4.0 4.0 4.0 > 95.0% reduction No growth > 8.0 on the Red 40 Stain Scale 2.4 TRIM AND ACCESSORIES A. Sub -Floor Filler: White premix latex; type recommended by flooring material manufacturer. B. Trowelable Adhesive Installation: Waterproof type recommended and approved by respective carpet manufacturer for use with their materials under site installation conditions. Low VOC adhesives required. C. Edge Finishing: Provide rubber reducer/transition strip at all exposed edges between different flooring types only. Abut materials tightly without transition where new carpet material is installed adjacent to existing. Color to be selected by Architect from manufacturer's full range. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that sub -floor and wall surfaces are smooth and flat within manufacturer's tolerances and are ready to receive carpet tile. B. Verify that sub -floor and wall surfaces are dust -free, and free of substances which would impair bonding of adhesive materials to sub -floor surfaces. C. Verify that concrete sub -floor surfaces are ready for carpet tile installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by carpet tile manufacturer and adhesive materials manufacturer. 1. Repeat tests until results indicate conditions are within manufacturer's tolerances. D. Verify locations of existing floor -mounted utilities. E. Thoroughly inspect all sub -floors before commencement work. Notify Owner in writing immediately of all conditions which will prevent producing satisfactory work. F. Repair floor defects and irregularities prior to installation. G. Installation of materials constitutes Contractor's acceptance of previous construction and his assumption of responsibility for all unacceptable finished work caused by previous conditions 3.2 PREPARATION A. Remove some existing carpet tiles and mix new tiles with old tiles for a more blended and uniform appearance. B. Before starting installation remove all paint, sealers or wax from sub -floor by sanding and scraping. C. Remove sub -floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other defects with sub -floor filler. 23-011 CARPET TILE 096813 - 3 SECTION 096813 CARPET TILE D. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured. E. Vacuum clean substrate. 3.3 INSTALLATION A. Install carpet tile in accordance with manufacturer's instructions and CRI 104. B. Blend carpet from different cartons to ensure minimal variation in color match. C. Install tiles such that seams are not obvious in the finish work. D. Provide an installation free of visual imperfections, adhesives, seam cement smears and other foreign matter. E. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps. F. Set parallel to building lines, and center pattern within space. G. Locate change of color or pattern between rooms under door centerline. H. Fully adhere carpet tile to substrate. I. Trim carpet tile neatly at walls and around interruptions. J. Complete installation of edge strips, concealing exposed edges. 3.4 CLEANING A. Upon completion of work thoroughly inspect entire installation. Remove all defective work and replace with perfect materials. B. Cut off and trim all loose threads. Remove all visible adhesives, seam cement and scraps. Clean all carpet with an upright beater bar type vacuum cleaner. C. Remove all rubbish, debris, containers and all excess materials not selected by Owner for its retention and legally dispose of off the Owner's premises. D. Repair all damage to the Owner's property resulting from carpet work. Clean, repair or replace all damage as directed. E. Clean and vacuum carpet surfaces. Leave premises in clean, accepted condition. 3.5 PROTECTION OF FINISHED WORK A. Provide and maintain proper protection of finished carpet areas. Do not stack carpet tile cartons higher than is recommended by manufacturer. END OF SECTION 23-011 CARPET TILE 096813 - 4 SECTION 099100 PAINTS AND COATINGS PART 1 —GENERAL 1.1 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, varnishes, and other coatings. C. See Schedule - Surfaces to be Finished, at end of Section. 1.2 REFERENCES A. Unless noted otherwise, the most current issue of the reference shall be used. B. ASTM D 16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications. 1.3 DEFINITIONS A. Conform to ASTM D 16 for interpretation of terms used in this section. 1.4 SUBMITTALS A. See Section 013300 - Administrative Requirements, for submittal procedures. B. Samples: Submit two paper chip samples, 4 x 4 inch in size illustrating range of colors and textures available for each surface finishing product scheduled. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in performing the work of this section with minimum five years experience. 1.6 REGULATORY REQUIREMENTS A. Comply with applicable code for flame and smoke rating requirements for products and finishes. 1.7 DELIVERY, STORAGE, AND PROTECTION A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior, unless required otherwise by manufacturer's instructions. D. Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 80 ft candles measured mid -height at substrate surface. 1.9 EXTRA MATERIALS A. See Section 016000 - Product Requirements, for additional provisions. B. Supply 1 gallon of each color; store where directed. C. Label each container with color in addition to the manufacturer's label. 23-011 PAINTS AND COATINGS 099100 - 1 SECTION 099100 PAINTS AND COATINGS PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Paints: 1. Glidden Professional; www.gliddenprofessional.com 2. Benjamin Moore & Co.; www.ben'aminmoore.com 3. PPG Pittsburgh Paints: www.ppq.com 4. Sherwin-Williams Co: www.sherwin-williams.com B. Transparent Finishes: 1. Glidden Professional; www.gliddenprofessional.com 2. Benjamin Moore & Co.; www.beneaminmoore.com 3. PPG Pittsburgh Paints: www.ppq.com 4. Sherwin-Williams Cc: www.sherwin-williams.com C. Stains: 1. Glidden Professional; www.qliddenprofessional.com 2. Benjamin Moore & Co.; www.ben'aminmoore.com 3. PPG Pittsburgh Paints: www.ppq.com 4. Sherwin-Williams Co: www.sherwin-williams.com D. Primer Sealers: 1. Glidden Professional; www.gliddenprofessional.com 2. Benjamin Moore & Co.; www.beniaminmoore.com 3. PPG Pittsburgh Paints: www.ppq.com 4. Sherwin-Williams Co: www.sherwin-williams.com E. Block Fillers: 1. Glidden Professional; www.gliddenprofessional.com 2. Benjamin Moore & Co.; www.benoaminmoore.com 3. PPG Pittsburgh Paints: www.ppq.com 4. Sherwin-Williams Cc: www.sherwin-williams.com F. Substitutions: See Section 016000 - Product Requirements. 2.2 PAINTS AND COATINGS — GENERAL A. Paints and Coatings: Ready mixed, except field -catalyzed coatings. Prepare pigments: 1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. 2. For good flow and brushing properties. 3. Capable of drying or curing free of streaks or sags. 2.3 PAINT SYSTEMS — INTERIOR A. Paint WI-TR-VS - Wood, Transparent, Varnish, Stain: 1. Filler coat. 2. One coat of stain; All colors to be selected by Architect from manufacturer's full range - maximum 3 colors. a. Glidden Professional: GP1700V WoodPride Water -Based Interior Wood Stain. b. Benjamin Moore: Benwood® Interior Wood Finishes Waterborne Stain 205 c. Sherwin-Williams: WoodClassics 250 Oil Stain, A49 Series 3. Gloss: Two coats of varnish. a. Glidden Professional: GP1808 Woodpride Interior Gloss Water -Based Varnish. b. Benjamin Moore & Co.: Benwood Finishes® Polyurethane Finish High Gloss 428 c. Sherwin Williams WoodClassics WB Polyurethane Gloss, A68V91 4. Satin: Two coats of varnish. a. Glidden Professional: GP1802 Woodpride Interior Satin, Water -Based Varnish. b. Benjamin Moore & Co.: Benwood Finishes® Polyurethane Finish Low Lustre C435 c. Sherwin Williams WoodClassics WB Polyurethane Satin; A68F90 23-011 PAINTS AND COATINGS 099100 - 2 SECTION 099100 PAINTS AND COATINGS B. Paint MI-OP-2A - Ferrous Metals, Primed, Alkyd, 2 Coat: 1. Touch-up with alkyd primer. a. Glidden Professional: Devoe Coatings 4360 Devguard Low VOC Multi -Purpose Tank & Structural Primer. b. Benjamin Moore: P06 Super Spec HP® Alkyd Metal Primer c. Sherwin-Williams: Kern Bond HS Metal Primer, B50WZ Series 2. Semi -gloss: Two coats of alkyd enamel. a. Glidden Professional: Devoe Coatings 4306 Devguard Rust Preventative Semi -Gloss Enamel. b. Benjamin Moore: Super Spec HP D.T.M. Alkyd Semi -Gloss #P24 c. Sherwin-Williams: Metalastic DTM Alkyd Enamel, B55 Series C. Paint GI-OP-3L - Gypsum Board/Plaster, Latex, 3 ,Coat: 1. One coat of fast -drying latex primer sealer. a. Glidden Professional: 1000 High -Hiding Interior Primer. b. Benjamin Moore: Ultra spec 500 Interior flat finish N534 c. Sherwin-Williams: ProMar 200 Interior Latex Primer, B28W8400 2. Eggshell: Latex enamel. a. Glidden Professional: GP1412 Ultra -Hide 150 Interior Eggshell Paint. b. Benjamin Moore: Super Spec Latex Eggshell Enamel #274 c. Sherwin-Williams: ProMar 200 Interior Latex EggShell, B20-4450 Series 3. Flat: Latex enamel. a. Glidden Professional: GP1210 Ultra -Hide 150 Interior Flat Paint. b. Benjamin Moore: Ultra Spec 500 Interior Flat Finish N536 c. Sherwin-Williams: ProMar 200 Interior Latex Flat, B30-4450 Series 2.4 ACCESSORY MATERIALS A. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified; commercial quality. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 — EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Test shop -applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces is below the following maximums: 1. Plaster and Gypsum Board: 12 Percent 2. Interior Wood: 15 Percent, measured in accordance with ASTM D 4442. 3.2 PREPARATION A. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. B. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove or repair existing coatings that exhibit surface defects. C. Marks: Seal with shellac those which may bleed through surface finishes. D. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair. E. Shop -Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re -prime entire shop -primed item. 23-011 PAINTS AND COATINGS 099100 - 3 SECTION 099100 PAINTS AND COATINGS F. Interior Wood Items to Receive Transparent Finish: Wipe off dust and grit prior to sealing, seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25 percent with thinner. 3.3 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. D. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. 3.4 CLEANING A. Collect waste material, which may constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.5 SCHEDULE -SURFACES TO BE FINISHED A. Do Not Paint or Finish the Following Items: 1. Items fully factory -finished unless specifically noted. 2. Fire rating labels, equipment serial number and capacity labels. 3.6 SCHEDULE - PAINT SYSTEMS A. Gypsum Board: Finish all surfaces exposed to view. 1. Interior Ceilings and Bulkheads: GI-OP-3L, flat. 2. Interior Walls: Eggshell. B. Steel Doors and Frames: Finish all surfaces exposed to view; MI-OP-3A, gloss. END OF SECTION 23-011 PAINTS AND COATINGS 099100 - 4 SECTION 123661 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS PART 1 —GENERAL 1.1 SUMMARY A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. This Section includes, but is not limited to, the following horizontal and trim quartz surfacing product types: 1. Countertops 1.2 RELATED REQUIREMENTS A. Section 062000 — Finish Carpentry B. Section 079200 — Joint Sealants 1.3 REFERENCES A. ASTM C170 — Standard Test Method for Compressive Strength of Dimension Stone. B. ASTM C373 — Standard Test Method for Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products, Ceramic Tiles, and Glass Tiles. C. ASTM D570 — Standard Test Method for Water Absorption of Plastics. D. ASTM D696 — Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30°C and 30°C with a Vitreous Silica Dilatometer. E. ASTM D792 — Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement. F. ASTM E84 — Standard Test Method for Surface Burning Characteristics of Building Materials. G. ASTM G21 — Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi. H. ASTM G22 — Standard Practice for Determining Resistance of Plastics to Bacteria. I. NFPA (National Fire Protection Association) - NFPA 1010, Life Safety Code®. J. NFPA 255 — Standard Method of Test of Surface Burning Characteristics of Building Materials. K. ISO (International Organization for Standardization) - ISO 14001 — Environmental Management Systems. L. UL (Underwriters Laboratories) - UL 723 — Standard Test Method for Surface Burning Characteristics of Building Materials. M. ULC (Underwriters Laboratories of Canada) — ULC/CAN-S102 — Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies. 1.4 SUBMITTALS A. Submit product data for each type of product indicated. 1. Submit manufacturer's product data on material characteristics, performance properties, fabrication instructions, installation instructions and maintenance instructions. B. Shop drawings: 1. Show location of each item; provide complete detailed and dimensioned plans and elevations, large-scale details, attachment devices and other components. a. Show the following: 1) Full-size details, edge details, attachments, etc. 2) Locations and sizes of furring, blocking, including concealed blocking and reinforcement specified in other Sections. 3) Fabrication details for brackets. 4) Locations and sizes of cutouts and holes for items installed in quartz surface. 5) Type of sealant. 6) Type of adhesive. 7) Seam locations. 23-011 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 123661 -1 SECTION 123661 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS C. Samples: 1. For each type of product indicated: a. Submit minimum 2-inch-by-2-inch sample in specified color. For viewing pattern or veining, submit minimum 4-inch-by-4-inch samples. b. Cut sample and seam together for representation of seaming techniques. c. Indicate full range of color and pattern variation. d. Approved samples will be retained as a standard for work. D. Product data: 1. Indicate product description, fabrication information and compliance with specified performance requirements. E. Fabricator/installer qualifications: 1. Provide copy of certification number. F. Fire test response characteristics: 1. United States — Provide Class A surface burning characteristics as determined by testing products per UL 723 (ASTM E 84, NFPA 255) or another testing and inspecting agency acceptable to authorities having jurisdiction. a. Flame Spread Index: 25 or less. b. Smoke Developed Index: 450 or less. G. Maintenance data: 1. Submit manufacturer's care and maintenance data. 2. Include in project closeout documents. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Shop employs skilled workers who custom fabricate products similar to those required for this project and whose products have a record of successful in-service performance. B. Fabricator/installer qualifications: 1. Work of this section shall be by a certified fabricator/installer, certified in writing by the manufacturer or designated representative. C. Allowable tolerances: 1. Variation in component size: ±1/8 inch (3 mm) over a 10 foot length. 2. Location of openings: ±1/8 inch (3 mm) from indicated location. 3. Minimum of 1/16 inch and a maximum of 1/8 inch (3 mm) clearance between quartz surfaces and each wall. D. Coordination drawings: 1. Shall be prepared indicating: a. Electrical work. b. Miscellaneous steel for the general work. c. Indicate location of all walls (rated and non -rated), blocking locations and recessed wall items, etc. 2. Content: a. Project -specific information, drawn accurately to scale. b. Do not base coordination drawings on reproductions of the contract documents or standard printed data. c. Indicate dimensions shown on the contract drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. d. Provide alternate sketches to designer for resolution of such conflicts. 1) Minor dimension changes and difficult installations will not be considered changes to the contract. 3. Drawings shall: a. Be produced in 112 inch scale for all fabricated items. 23-011 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 123661 -2 SECTION 123661 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver no components to project site until areas are ready for installation. B. Store components indoors in clean and dry area prior to installation. C. Handle materials to prevent damage to finished surfaces. D. Follow manufacturer's safe handling and storage recommendations. E. Provide protective coverings to prevent physical damage or staining following installation for duration of project. 1.7 WARRANTY A. Provide manufacturer's 10-year warranty. B. Damage caused by physical or chemical abuse or damage from excessive heat will not be warranted. 1.8 MAINTENANCE A. Provide maintenance requirements as specified by the manufacturer. PART 2 - PRODUCTS 2.1 MANUFACTURERS 1. Basis of Design products manufactured by Corian Quartz. www.corianquartz.com 2. Substitutions: See Section 016000 - Product Requirements. Products indicated are provided by specified manufacturer. All approved acceptable manufacturers shall provide products equal in color range, pattern range, performance data, and style to those specified and shall meet or exceed all minimum specifications listed. 2.2 MATERIALS A. Quartz Countertops 1. Material shall have minimum physical and performance properties as specified. 2. Color - to be selected from Manufacturer's full product line up to and including Price Group 3 B. Thickness: 1. 2 cm (3/4 inch) to be used for the Countertops. C. Edge treatment: As shown on Construction Drawings. D. Performance Properties (TYPICAL RESULTS): 1. Flexural Strength > 4,500 psi ASTM D790 2. Flexural Modulus > 3.75 MPsi ASTM D790 3. Compression Strength (Dry) >20,000 psi ASTM C170 4. Compression Strength (Wet) 24,400 psi ASTM C170 5. Hardness 7 Mohs Hardness Scale 6. Thermal Expansion 1.45 x 10-5 meter/meter deg C ASTM D696 7. Thermal Expansion 2.61 x 10-5 inch/inch deg F ASTM D696 8. Colorfastness Passes NEMA LD 3-3.3 9. Gloss (60' Gardner) 45-50 ANSI Z124 10. Wear and Cleanability Passes CSA B45.5-11 /IAPMO Z124-2011 11. Stain Resistance Passes CSA B45.5-1 1 /IAPMO Z124-2011 12. Fungal Resistance No observed growth on product ASTM G 21 13. Bacterial Resistance No observed growth on product ASTM G 22 14. High Temperature Resistance None to slight effect NEMA LD 3-3.6 a. Temperature, 356 deg F 15. Boiling Water Resistance None to slight effect NEMA LD 3-3.5 16. Freeze -Thaw Cycling Unaffected ASTM C1026 17. Point Impact Passes ANSI Z124.6.4.2 23-011 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 123661 -3 SECTION 123661 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 18. Ball Impact Resistance No failure at 164 inches NEMA LID 3-3.8 a. Slabs, No fracture,1/2 lb. ball - 2cm and 3 cm 19. Static Coefficient of Friction 0.89 (Dry), 0.61 (Wet) ASTM C1028 20. Abrasion Resistance 139 ASTM C501 21. Density 2.4 g/cm3 ASTM D792 22. Water Absorption, Long-term 0.12% ASTM C373 23. Water Absorption, Short < 0.04% ASTM C373 24. Moisture Expansion < 0.01 % average ASTM C370 25. Flammability Class A, all colors NFPA 1010 Life Safety Code 26. Flame Spread Index FSI 0 for 3 cm UL 723 27. Flame Spread Index FSI <_ 5 for 2 cm UL 723 28. Smoke Developed Index SDI <_ 40 for 3 cm UL 723 29. Smoke Developed Index SDI <_ 75 for 2cm UL 723 30. Flame Spread Value 0 for 3 cm CAN/ULC-S102 31. Flame Spread Value 5 for 2 cm CAN/ULC-S102 32. Smoke Developed Value 10 for 3 cm CAN/ULC-S102 33. Smoke Developed Value 50 for 2 cm CAN/ULC S102 34. Nominal Thickness 2 cm and 3 cm 35. Nominal Weight per square foot for 2cm thickness is 10 pounds 36. Nominal Weight per square foot for 3cm thickness is 15 pounds E. CERTIFICATIONS and APPROVALS: 1. New York City Material Equipment Acceptance Number for DuPontTM Zodiaq® is 431-00-M. 2. NSF/ANSI Standard 51, Listed by NSF. 3. UL Environment/GREENGUARD Certified. 4. UL Environment/GREENGUARD Gold Certified. 5. UL 2824 - Mold Resistant. 6. Kosher, Listed by Star-K. 2.3 ACCESSORY PRODUCTS A. Mounting Adhesives: 1. 100 percent Silicone Sealant. B. Seam Adhesive: 1. Joint Adhesive to create color -coordinated seam. 2.4 FABRICATION A. Fabricate components to greatest extent practical to sizes and shapes indicated, in accordance with approved shop drawings and manufacturer's printed instructions and technical bulletins. B. Form joints between components using manufacturer's standard joint adhesive. 1. Reinforce as required. 2. Rout and finish component edges with clean, sharp returns. 3. Rout cutouts, radii and contours to template. C. Smooth edges. PART 3 - EXECUTION 3.1 INSTALLATION A. General 1. Install countertop materials in accordance with manufacturer's instructions. 2. Carefully plan work to avoid damaging finished tops during transportation and installation. B. Install components plumb and level, in accordance with approved shop drawings and product installation details. 1. Tops: a. Flat and true to within 1/8 inch (3 mm) of a flat surface over a 10-foot length. 23-011 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS 123661 - 4 SECTION 123661 SIMULATED STONE (NATURAL QUARTZ AND RESIN) FABRICATIONS b. Allow a minimum of 1/16 inch to a maximum of 1/8 inch (3 mm) clearance between surface and each wall. c. Form field joints using manufacturer's recommended adhesive (Corian® Joint Adhesive), with joint widths no greater than 1/8 inch (3 mm) in finished work. d. Keep components and hands clean when making joints. 3.2 CLEANING AND PROTECTION A. Keep components and hands clean during installation. B. Remove adhesives, sealants and other stains in accordance with manufacturer's instructions. 1. Clean exposed surfaces in accordance with manufacturer's instructions. 2. Components shall be clean on date of substantial completion. a. Protect surfaces from damage until date of substantial completion. 3. Replace or repair damaged work in a satisfactory manner. 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I M x4) } w ❑ W 0 N= 3eniomiHoav 6009 SIONII1 INOIR3I ` — iMMS NVW 8lti b mam3� a3u3 aoo i i s 0 SNOI1YAON38 IIVH 30VIIA VZOZ �✓ LNOW3-1 40 3JdIIlA zp pa W Fit M? z f3��� +, dux 46��a��°��F tSK r� w� 5tlt Oil & Wes) Li ( 8� a H g d WLU W �a WW a J W LL. m .. d �I I aani�3iiH�av _ 6Eti09 SIONIIII '1NOW31 133HiS NIVW 8LV 1711W„ON ____-- W-WWil1d1�!d - - O t/,121�1 'strol`+ SNOI1tlA0N3li 11dH 3JVllIA bZOZ 1NOW31 3O 30V111A ® r � g 00000 0 0 0 0 NO �0 0 I z., 3TJ=1O311H38V 6Eti09 SIONIIII '1NOW31 133a1S NIVW MPxbaoo1s�H�tuixa r— SNOIIVAON38 IIVH 39VIIIA VZOZ W svo 1NOW31 30 3!DVIIIA __ 0 ,o o; IU, ' CI Q n 3anio3lwo8v 6SO09 SIONIIII `1NOW3I w1H91 AMIS NIVW 9lti _ tea„ � Boa isrre CD IIVH 30VIIIA VZOZ — T ' W 1NOW31 30 30VIIIA T "° � a 7�■ w o _ a W O O O 0 0 3,dn1O31lHMJV MIN SIONIIII '1NOW31 am 13381S NIVW 84ti d11 III - _ SNOIIVAON38 llVH 39VllIA VZOZ 'Pogo LLU V csvoi, LNOW31 30 30VIIIA Y' {yUj W. �ooveo v o 00 0o c 00 SECTION 004113 BID FORM THE PROJECT AND THE PARTIES 1.1 NAME OF BIDDER: 1—rL-a 1sc GoNSrav CTM--J M C 1.2 TO: CHARLENE SMOLLEN, VILLAGE CLERK VILLAGE OF LEMONT 418 MAIN STREET LEMONT, ILLINOIS 60439 A. We as contractor having familiarized ourselves with local conditions affecting the work and with the proposed Contract Documents on file at the office of the Owner, hereby propose to perform everything required to be performed and to provide all of the labor, materials, necessary equipment and all utilities and transportation and services necessary to perform and complete in a workmanlike manner all work required to complete the proposed work indicated in the bidding documents for the construction of the 2024 Village Hall Renovations, all in accordance with the Drawings and Specifications prepared by the office of TRIA Architecture, Inc. including Addenda No, I and issued thereto for the sum of: 1. Base Bid for all Work: 2. The base bid consists of all Work specified and required by the proposed Contract Documents. B. Alternate Bids: The undersigned hereby states the net amount of increase or decrease to the Lump Sum Base Bid for the following Alternates as described in Section 012300. ALTERNATE NO. 1: To change the Date of Substantial Completion DEDUCTED from the Lump Sum $ 0. 06 C. Unit Prices: Should additional work of the following categories be required, adjustments will be made to the Contract Sum at the following Unit Prices, which shall include all expenses, including overhead and profit; should less work be required, the Unit Prices will be 15% less the price quoted for additional work. 1. Item: Purchase and install carpet tile to match existing; $_ 4-7N,go Per box. 2. Item: Pur hase and install Acoustical Ceiling Panels in Existing Grid; $ �0g,00 Per box. 3. Item: Purchase and install one duplex electrical outlet with up to 20 feet of wiring and conduit; $ 577 Z - Y fd Per outlet. 4. Item: Purchase and install one empty junction box with cover plate with 1" conduit stubbed to above oiling; $ � ( & 516 Per junction box. D. Accompanying this proposal is a Bid Security payable to the Village of Lemont, which is agreed will be forfeited to the aforementioned as liquidated damages if the undersigned fails to execute the standard form of Owner/Contractor Agreement (AIA Document Al01, 2017 Edition, as modified), which is included herein, and furnish evidence of their ability to become bonded and to provide insurance coverage as specified, within five days after notification of the Intent to Award Contract to the undersigned. 23-011 BID FORM 004113 - 1 SECTION 004113 BID FORM E. In signing and submitting this Bid, the undersigned certifies that all materials and construction to be provided are as indicated in the proposed Contract Documents. F. Time of Completion: If awarded the Contract, the bidder agrees to complete all Construction Work and achieve Substantial Completion by October 31, 2024, 5:00 p.m. NOTE: Substantial Completion for this project refers to all work being a minimum of 99% complete. Final Completion for this project refers to all scheduled work, punch -list and closeout items being 100% complete. G. The space below the Specified Substantial Completion Date has been left blank for insertion of the Contractor's own Desired Substantial Completion Date, if he feels that the date (as stated in the specifications) cannot be met. Insertion of a desired date by the bidder does not change the specified Substantial Completion Date unless the Owner chooses to accept the bidder's desired date when awarding the contract. 1. Specified Substantial Completion Date: October 31, 2024, 5:00 p.m. 2. Contractor's Desired Substantial Completion Date: ftrpc-: Q 231 H. Base Bid Breakdown: For the purpose of logical comparison of orders of magnitude in the bids, the Owner requires a global breakdown of the components of the base bid. Contractors are required to provide this breakdown. Failure to do so will subject the bid to rejection. The sum of the following items must equal the Lump Sum Base Bid. BREAKDOWN: Division 01: General Requirements —Allowances: $ 20(000,00 Division 01: General Requirements — O&P: $ III ( q'2 _ o 6 Division 01: General Requirements — Remaining Items: $ f 5 , q J j , b 0 Division 02: _aft work: DeMot i-n o►J 9A Z! to, 00 Subcontractor (Legal Name, Address): S a121r pJSC A), C �R3S'" `��7ton1 r?J qJ (0WNrI2\J CLU3 CT. LAte- C-7 e,Aa- I'L r /z- Division 03: Concrete: $ Al Division 06: Division 07 Subcontractor (Legal Name, Address: Wood and Plastic: Zo, 7 80. 00 Subcontractor (Lpnal Name, Address): SOP-CWSeyJ C0n1S'r"e,-r;-W 31 q / COu61II&I Ck u R' ct �-4te-e- C142 1.-,6 , / t- Thermal and Moisture Protection: $ 1411A Subcontractor (Legal Name, Address): Division 08: Doors and Windows: $ _ r 2. 0 3 - 0 0 Subcontractor (Legal Name, Address): L,4Fy&_LG' 7561 S. Qy«c`( ST 5;v11IF 190 , 'vlc.cow3r_11vcc., 23-011 BID FORM 004113 - 2 SECTION 004113 r:u Division 09: Finishes: Subcontractor (Legal Name, Address) Division 12: Furnishings: 6,v-v •Oo t// 5-00, 0,0 Subcontractor (Legal Name, Address): tc. RA-vSb C°�S %/L✓ CT701V /n/C 3330 4i�- Zvsod Avc (?L-0 6" ISL AW P , /G Miscellaneous Any items not identified above: $ 5--7 / q q 5 .00 Subcontractor (Legal Name, Address): Cu,j Si A ic-r'?o!\! g33 ,0 i-IZ�/3a,-) /zvc ?LvcF (-5c.D.rc_ TOTAL (Should equal base bid): $ 1:5'2- i -7 0 0 • e 0 FIRM NAME: IG94�USE- C0AJS'1`7?-0C-"70d 146 OFFICIAL ADDRESS: 33 3 O EDr'50tj PVC, G L-v e t ELAN tj 1 L. Telephone Number: 700 - 3i i - a 5:Q1 Fax Number: Email Address: (GrAV §A e-si _ C oM i By: -'--'i (Signature) (Printed/Typed Name and Title) Where the Bidder is a corporation, add Attest Date: !� (SE ) Rpaielle c'alSeal ahansilli Bois Secretary (signature) Date public State e' rl, k12024 Camniission iras po: CERTIFIED OR CASHIERS CHECK, BID BOND, OR BANK DRAFT ENCLOSED IN THE FOLLOWING AMOUNT: $ i 0 "/, END OF BID FORM 23-011 BID FORM 004113 - 3 KRAUSE CONSTRUCTION 2024 Lemont Village Hall Renovations Clarifications Division 01— General Clarifications 1. Proposal excludes any engineering or design services, including engineer stamps, calculations, etc. for all scopes of work. 2. Proposal excludes any testing or inspecting agencies, to be by owner. 3. Proposal includes all work to be performed during normal business hours, 6 am — 2 pm, Monday — Friday. No overtime is included. 4. Proposal excludes any permit costs. Krause will gather required documents and applications and submit for permit. 5. Proposal includes construction clean at the conclusion of the project. Final "White Glove" clean is excluded. 6. Other than the voluntary allowances mentioned below, this proposal includes $20,000 in allowances that were discovered in the specifications. Anything above this amount is excluded. 7. Proposal includes temporary barriers and floor protection. 8. Proposal includes temporary toilets. Division 02 — Existing Conditions 9. Proposal excludes any removal of asbestos or lead. Division 03 — Concrete 10. Proposal excludes concrete work. Division 04 — Masonry 11. Proposal excludes masonry work. Division 06 — Carpentry 12. Proposal includes drywall, metal framing, in wall insulation. 13. Proposal includes patching of demolition scars. 14. Proposal includes ACT 1. 15. Proposal includes installation of doors, frames, and hardware. 16. Proposal includes in wall blocking. Division 08 — Opening 17. Proposal includes AWI Quality Certified pre finished wood doors per the specifications. 18. Proposal includes 5/8" tempered glass side lites and %" tempered glass door lites. Division 09 - Finishes 22. Proposal includes painting of walls, soffits, hollow metal frames, and new wood trim. 23. Proposal includes patching subfloor at removed walls as needed for carpet tile install. 24. Proposal includes installation of owner supplied attic stock carpet tiles. 25. Proposal includes furnish and install 4" rubber straight base. KRAUSE CONSTRUCTION 26. Proposal includes standard floor prep: single skim coat at carpet locations. 27. Proposal excludes moisture testing and mitigation. Division 10- Specialties 28. Proposal includes an allowance of $1,000.00 for new metal lettering per key note 14 on A1.1. Division 21— Fire Protection 19. Proposal excludes fire protection work per the specifications and drawings. Division 22 — Plumbing 20. Proposal excludes plumbing work per the specifications and drawings. Division 23- HVAC 21. Proposal includes installation of new duct work per the drawings. 22. Proposal includes new diffusers and return grilles. 23. Proposal includes test and balancing. Division 26- Electrical 24. Proposal includes electrical demolition and new work per the drawings. Proposal includes low voltage work per the drawings. 25. Proposal includes low voltage work per the drawings. SECTION 004313 BID BOND 1.1 BID BOND INFORMATION A. KNOW ALL MEN BY THESE PRESENTS, THAT WE Krause GQnstruction Inc as Principal, hereinafter called the Principal, and Atlantic Snesialty Insuran e ,omnRny a corporation duly organized under the laws of the State of Illinois as Surety, are held and firmly bound unto Village of Lemont as Obligee, hereinafter called Obligee, in the sum of Ten Percent of Amount Bid Dollars ($moo/„--- _), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. B. WHEREAS, the Principal has submitted a bid for: 2024 Village Hall Renovations C. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. D. The bid bond must comply with the rating level required for the performance and payment bond as stated in section 11.4 of AIA document A201. �'�igned and sea JJth?i �2thday of June,2024 Krose Co , 9tctn, Inc. (Principa /I/ (SEAL) R Cy (Witness) (Title) Atlantic pecialty Insurance Company ``$urety) (S L. Lucianne Bischoff, Attorney in Fac- . 1-3(LaLOWitness for Surety (Witness) (Title) 23-011 BID BOND 004313 - 1 Surety Company Acknowledgement STATE OF ILLINOIS COUNTY OF COOK SS: On this _ day of _ (LA [ W _ before me personally appeared ►a r.i aline o 1 SC_ hC , to me known, who, being by me duly sworn, did depose and say: that (s)he resides at Schaumburg, Illinois, that (s)he is the Attorney in Fact of described in and wh , the corporation the corporate seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed his/her name thereto by like order; and that the liabilities of said corporation do not exceed its assets as ascertained in the manner provided by law. Notary Public in and for the above County and State My Commission Expires: 06/23/25 OFFICIAL SEAL SAMANTHA BRADTKE Notary Public • State of Illinois Commission res June 23, 2025 j t i- act WSM INSURANCE KNOW ALL MEN BY THESE PRESENTS, that ATLANTIC SPECIALTY INSURANCE COMPANY, a New York corporation with its principal office in Plymouth, Minnesota, does hereby constitute and appoint: Lucianne Bischoff, Samantha Bradtke, Carol A. Dougherty, Christine Eitel, Courtney A. Flaska, Kirk Liskiewitz, Mike Pohl, Robert B. Schutz, Brien Spoden, James L. Sulkowski, each individually if there be more than one named, its true and lawful Attorney -in -Fact, to make, execute, seal and deliver, for and on its behalf -as surety, any -and all bonds;-recognizances, contracts of -indemnity, and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of: unlimited and the execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September, 2012: Resolved: That the President, any Senior Vice President or Vice -President (each an "Authorized Officer") may execute for and in behalf of the Company any and all bonds, recognizances, contracts of Indemnity, and all other writings obligatory in the nature thereof, and affix the seal of the Company thereto; and that the Authorized Officer may appoint and authorize an Attorney -in -Fact to execute on behalf of the Company any and all such instruments and to affix the Company seat thereto; and that the Authorized Officer may at any time remove any such Attorney -in -Fact and revoke all power and authority given to any such Attorney -in - Fact. Resolved; That the Attorney -in -Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such instrument executed by any such Attorney -in -Fact shalt be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney -in -Fact is hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September, 2012: Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney -in -Fact for purposes only of executing and sealing any bond, undertaking, recognizance or other written obligation in due nature thereof, and any such signature and seal where so used, being hereby adopted by the Company as the original signature of such officer and the original seat of the Company, to be valid and binding upon the Company with the saute force and effect as though manually affixed. IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this twenty-seventh day of April, 2020. �aU GpFPORgTF9y�: =y: SEAL 1986 `os By =r . STATE OF MINNESOTA �yej2Fsv roPabr' Paul J. Brehm, Senior Vice President HENNEPIN COUNTY On this twenty-seventh day of April, 2020, before me personally came Paul J. Brelun, Senior Vice President of ATLANTIC SPECIALTY INSURANCE COMPANY, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acimowledged the execution of the same, and being by me duly sworn, that he is the said officer of (lie Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. ALISON DWAN NASH•TROiIT NOTARY PUBLIC MINNESOTA /! My commission Expires January 91, 2026 Notary Public I, the undersigned, Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attorney is in full force and has not been revoked, and the resolutions set forth above are now in force. Signed and sealed. Dated 12th day of June 2024 .•�P�'(Y INS%,y �!y Up(1p01141E , i =y: SEAL Ni 1986 0' This Power of Attorney expires 6;2d tiFly vo?. -0b5s January 31, 2025 * 0,``° 00" Kara Barrow, Secretary Please direct bond veri6cationS to suretya intaWnsurance.com SECTION 004325 SUBSTITUTION SHEET 1.1 SUBSTITUTION INFORMATION A. All bids shall be based upon the provisions of the proposed Contract Documents. B. Bidders desiring to make substitutions for "proprietary brands" specified shall list such proposed substitutions below, together with the amount to be added or deducted from the amounts of their base bids. C. The Owner reserves the right to reject all such substitutions, and such substitutions will not be used to determine the low bid. D. Complete descriptions and technical data shall accompany all proposed substitutions. E. NOTE: Manufacturer's names and material approved by the Architect during the bidding time, but not shown in Addenda, must be listed below if said material is to be considered. F. BRAND/MAKE SPECIFIED PROPOSED ADD DEDUCT 1. N/A 2. 3. 4. 5. 6. 7. 8. 9, 10. 11. NAME OF BIDDER: Ve-twSE COR STgr u Gr 1 PP-1 1"v C DATE: 0&/ J?, l 2QZW END OF SECTION 23-011 SUBSTITUTION SHEET 004325 - 1 SECTION 004850 CERTIFICATE OF COMPLIANCE WITH ILLINOIS DRUG -FREE WORKPLACE ACT 1.1 CERTIFICATE OF COMPLIANCE WITH ILLINOIS DRUG -FREE WORKPLACE ACT INFORMATION A. LLa4W SC ,04 S77 Z--) C-n od !NG - Contractor, having 25 employees, does hereby certify pursuant to Section 3 of the Illinois Drug -Free Workplace Act (iii. Rev. Stat. ch. 127 par. 132.313) that [he, she, it] shall provide a drug free workplace for all employees engaged in the performance of work under the contract by complying with the requirements of the Illinois Drug Free Workplace Act and, further certified, that [he, she, it] is not ineligible for award of this contract by reason of debarment for a violation of the Illinois Drug -Free Workplace Act. B. Firm Name: GOld $Ti2-f -►otl IN G (Authoriz ,d A, gent of Contractor) 23-011 CERTIFICATE OF COMPLIANCE WITH ILLINOIS DRUG -FREE WORKPLACE ACT 004850 - 1 SECTION 004860 SUBSTANCE ABUSE PREVENTION POLICY 1.1 SUBSTANCE ABUSE PREVENTION POLICY A. Pursuant to P.A. 95-0635 (the "Substance Abuse Prevention on Public Works Act'), employees of the Contractor and employees of any Subcontractor are prohibited from the use of drugs or alcohol, as defined in- the Act, while performing work on any public works project. Before the Contractor or Subcontractor commences work, the Contractor and any Subcontractor shall have in place a written Substance Abuse Prevention Program for the prevention of substance abuse among its employees which meets or exceeds the requirements in P.A. 95- 0635 or shall have a collective bargaining agreement in effect dealing with the subject matter of P.A. 05-0635. The Contractor and any Subcontractor shall file with the public body engaged in the construction of the public works: a copy of the substance abuse prevention program along with a cover letter certifying that their program meets the requirements of the Act or a letter certifying that the Contractor or Subcontractor has a collective bargaining agreement in effect dealing with the subject matter of this Act. A certification form is attached and must be completed by the Contractor and each Subcontractor to this Contract. 23-011 SUBSTANCE ABUSE PREVENTION POLICY 004860 - 1 SECTION 004860 SUBSTANCE ABUSE PREVENTION POLICY 06/[21 Zcx"( (Date) George Schafer, Village Administrator Village of Lemont 418 Main Street Lemont, Illinois 60439 Re: Substance Abuse Prevention Program Pursuant to Public Act 95-0635, the undersigned hereby certifies that it is in compliance with the terms and provisions of the Substance Abuse Prevention on Public Works Act. In particular, the undersigned hereby represents and warrants to the Owner as follows: [complete either A or B below] A. The undersigned representative of the Contractor/Subcontractor certifies that the contracting entity has signed collective bargaining agreements that are in effect for all of its employees, and that deal with the subject matter of Public Act 95-0635. Date: Contractor/Subcontractor (type or print) Name of Authorized Representative (type or print) Title of Authorized Representative (type or print) Signature of Authorized Representative B. The undersigned representative of the Contractor/Subcontractor certifies that the contracting entity has in place for all of its employees not covered by a collective bargaining agreement that deals with the subject of the Act, the attached substance abuse prevention program that meets or exceeds the requirements of Public Act 95-0635 [attach a copy of the program]. (L rZiq)s r cp'i$T►ZJ G%^1 O d Contractor/Subcontractor (type or print) Name of Authorized Representative (type or print) Titiepf Authorized Representative (type or print) Date: QH r21 ?,02 K (.)'� -------- Signature of Authoriz d Representative 23-011 SUBSTANCE ABUSE PREVENTION POLICY 004860 - 2 SECTION 004870 CERTIFICATE OF COMPLIANCE WITH ILLINOIS HUMAN RIGHTS ACT 1.1 CERTIFICATE OF COMPLIANCE WITH ILLINOIS HUMAN RIGHTS ACT INFORMATION A. tee sc Co,iS-owcm-nod t,j 0 Contractor, does hereby certify pursuant to P.A. 87-1257, the Illinois Human Rights Act, that(he, she, it) has adopted a written sexual harassment policy that includes at a minimum the following information: (i) the illegality of sexual harassment; (ii) the definition of sexual harassment under Illinois law; (iii) a description of sexual harassment, utilizing examples; (iv) an employer's internal complaint process, including penalty; (v) the legal recourse, investigative and complaint process available through the Department of Human Rights Commission; (vi) directions on how to contact the Department and Commission; and (vii) protection against retaliation as provided by Section 6- 101 of the Illinois Human Rights Act. B. Firm Na e: 2R�1 �' God -r -,ev -iz on% /N c C. By: - -- -- - (Authorized Acjbnt of Contractor) 23-011 CERTIFICATE OF COMPLIANCE WITH ILLINOIS HUMAN RIGHTS ACT 004870 - 1 SECTION 004950 BIDDER ELIGIBILITY CERTIFICATION AND NON -COLLUSION AFFIDAVIT 1.1 BIDDER ELIGIBILITY CERTIFICATION AND NON -COLLUSION AFFIDAVIT INFORMATION A. Public Act 85-1295 (Illinois Revised Statutes, 1987, ch. 38, art. 33E) requires that all contractors bidding for public agencies in the State of Illinois certify that they are not barred from bidding on public contracts for bid rigging or bid _rotation. B. The following certification must be signed and submitted with bidder's bid proposal. FAILURE TO DO SO WILL RESULT IN DISQUALIFICATION OF THE BIDDER. 1. K2R✓s G c-o,y� IN c as part of its bid on (Name of Contractor) 2. Contract for - 2024 Village Hall Renovations, hereby certifies that said contractor is not barred from bidding on the aforementioned contract as a result of a violation of either Section 33E 3 or 33E-4 of Article 33E of Chapter 38 of the Illinois Revised Statutes. 3. The undersigned further certifies and affirms that this proposal was prepared independently for this project and that it contains no fees or amounts other than for legitimate execution of this work as specified and that it includes no understandings or agreements in restraint of trade. Firm Narne: 4-P'�S6 CaPJST/2-► nod (,Jc By: � r(-A`i t orizedAgen of Contractor) r (Title) Subscribe and sworn to before me Z'~ k b . this 2. L, day of '-"( ((0V.L (_Q !1ICti ,) - (Notary Public) f 23-011 BIDDER ELIGIBILITY CERTIFICATION AND NON -COLLUSION AFFIDAVIT 004950 - 1 SECTION 004960 FAIR EMPLOYMENT PRACTICES AFFIDAVIT OF COMPLIANCE 1.1 FAIR EMPLOYMENT PRACTICES AFFIDAVIT OF COMPLIANCE A. THIS AFFIDAVIT MUST BE EXECUTED AND SUBMITTED WITH THE SIGNED CONTRACT FORM. NO CONTRACTS WILL BE ACCEPTED BY THE BOARD OF TRUSTEES OF THE VILLAGE UNLESS SAID AFFADIVIT IS SUBMITTED CONCURRENTLY WITH THE CONTRACT. (Name) being first duly sworn, deposes and says that he/she is the t, (Title) of 4- se- C 0,1 S-Fa ,i C r7 ad f nl C. (Name of Company) and that he/she has the authority to make the following affidavit that he/she has knowledge of the Village Bid Specifications and Documents relating to Fair Employment Practices and knows and understands the contents thereof: that he/she certifies hereby that is the policy of &"2--4Vsc CojuSTa-VcGrlod INC (Name of Company) to recruit, hire. train, upgrade, promote and discipline its employees without regard to race, color, creed, religion, age, sex, or physical mental handicap; and that the Company has and enforces policies which prohibit sexual harassment in the workplace. (Signature) SUBSCRIBED and sworn to before me AINI this I day of L'' L. 1 if �i�'� �L' 'i, �•i �`q h'�'`� - Vs.10� ti.�,IS.If: (Notary Public) 4.,u 23-011 FAIR EMPLOYMENT PRACTICES AFFIDAVIT OF COMPLIANCE 004960 - 1 SECTION 004970 INDEMNITY HOLD HARMLESS AGREEMENT 1.1 INDEMNITY HOLD HARMLESS AGREEMENT A. To the fullest extent permitted by law, the Contractor hereby agrees to defend, indemnify and hold harmless the Village its officials, agents and employees against all injuries, deaths, loss, damages, claims, patent claims, suits, liabilities, judgments, cost and expenses, which may in anywise accrue against the Village, its officials, agents and employees, arising in whole or in part of in consequence of the performance of this work by the Contractor, its employees, or subcontractors, or which may in anywise result in therefore, except that arising out of the sole legal cause of the Village, its agents or employees, the Contractor shall, at its own expense, appear, defend and pay all charges of attorneys and all cost and other expenses arising therefore or incurred in connections therewith, and, if any judgment shall be rendered against the Village, its officials, agents and employees, in any such action, the Contractor shall, at its own expense, satisfy and discharge the same. Contractor expresses, understands and agrees that any performance bond or insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the Village, its officials, agents and employees as herein provided. The Contractor further agrees that to the extent that money is due the Contractor, by virtue of this contract as shall be considered necessary in the judgment of the Village may be retained by the Village to protect itself against said loss until such claims, suits, or judgments shall have been settled or discharged and/or evidence to that extent shall have been furnished to the satisfaction of the Village. CONTRACTOR: SUBSCRIBED and sworn to before me this /C- day of -z:-'� �}' (Notary Public) J 23-011 INDEMNITY HOLD HARMLESS AGREEMENT 004970 - 1 THE A M E R I CAN IN S T I T U T E O F ARCHITECTS 0�,A' . yr-. AIA Document A306 Contractor's Qualification Statement 1986 EDITION This forth is approved and recommended by the American Institute of Architects (AIA) and The Associated General Contractors of America (AGC) for use in evaluating the qualifications of contractors. No endorsement of the submitting party or verification of the information is made by the AIA or AGC. The Undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading SUBMITTED TO: Village of Lemont ADDRESS: 418 Main Street Lemont, IL 60439 SUBMIT FED BY: Krause Construction Inc. Corporation X NAME: Daniel J. Krause Partnership ADDRESS: 3330 Edison Street Individual Blue Island, Illinois 60406 Joint Venture PRINCIPAL OFFICE: 3330 Edison Street Blue Island, Illinois 60406 Other Project: Future Work TYPE OF WORK (file separate form for each Classification of Work): X General Construction HVAC Plumbing Electrical Other (please specify) Copyright 1964, 1969, 1979, O 1986 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 200006, Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUNIEN"r A305� CONTRACTOR'S QUALIFICATION STATEMENT,, 1986 EDITIONo AIA,,-3:D 1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASH NGTON, D.C. 20006 A305-1986 t WARNING: Unlicensed photocopying violates U.S. copyright lass and is subject to legal prosecution. 1. ORGANIZATION 1.1 How many years has your organization been in business as a Contractor? 39 Years I.2 How many years has your organization been in business under its present business name? 10 Years 1.2.1 Under what other or former names has your organization operated? Dan Krause Builders, Inc. (1984) Krause Construction Services, Inc. (2001) Krause Construction, LLC (2003) 1.3 If your organization is a corporation, answer the following: 1.3.1 Date of incorporation: July 14, 2013 l .3.2 State of incorporation: Nevada 1.3.3 President's name: Matthew Lepper 1.3.4 Vice-president's name(s): N/A 1.3.5 Secretary's name: N/A 1.3.6 Treasurer's name: N/A 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable) 1.4.3 Name(s) of general partner(s): 1.5 If your organization is individually owned, answer the following: 1.5.1 Date of organization l .5.2 Name of owner: 1.6 If the form of your organization is other than those listed above, describe it and name the principals: AIA DOCUMENT A3050 CONTRACTOR'S QUALIFICATION STATEMENT. 1986 EDITIONC AIA @C ©1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D,C. 20006 A305-1986 2 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 2. LICENSING 2.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate registration or license numbers, if applicable: City of Chicago Blue Island Joliet New Lenox Calumet City Midlothian Downers Grove Oak Lawn Chicago Ridge Evergreen Park Orland Park Park Ridge Frankfort Worth Alsip Glenwood Hazel Crest Western Springs Palos Heights Bolingbrook Manhattan Thornton Wheeling Mettewa List jurisdictions in which your organization's partnership or trade name is filed: 3. EXPERIENCE 3.1 List the categories of work that your organization normally performs with its own forces. Project/Construction Management/Estimating General Supervision General Labor/Demolition 3.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 3.2.1 Has your organization ever failed to complete any work awarded to it? No 3.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 3.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 3.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 3.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of the project, owner, architect, contract amount, percent complete and scheduled completion date. 3.4.1 State total worth of work in progress and under contract: $ 13,628,667 AIA DOCUMENT A305o CONTRACTOR'S QUALIFICATION STATEMENTo 1986 EDITIONo AIA ®o 0 1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A305-1986 3 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 3.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of the project, owner, architect, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See Client Portfolio attached as part of this package 3.5.1 State average annual amount of construction work performed during the past five years: $ 16,789,441 3.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Principal Individual Qualifications attached as part of this package 4. REFERENCES 4.1 Trade References George Roll & Sons 2258 W. Vermont Blue Island, IL 60406 JMC Construction. 10319 Vans Drive, Unit 213 Frankfort, IL 60423 GT Mechanical 15729 Annico Drive Homer Glen, IL 60491 Palos Electric Company 4630 W. 138" Street Crestwood, IL 60445 Additional references available upon request 4.2 Bank References: Old National Bank 7800 W. 95111 Street Hickory Hills, IL 60457 Attn: Brian Roll 708-385-0175 Attn. John Pinto 815-464-1999 Attn: Lisa Thomas 708-645-7400 Attn: Tom Bulow 708-385-0063 Attn: Jack Flemming 708-499-2062 AIA DOCULNIENT A305o CONTRACTOR'S QUALIFICATION STATEMENTO 1986 EDITIONa AIA 0s o 0 1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW PORK AVENUE, N.W., WASHINGTON, D.C. 20006 A305-1986 4 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 4.3 Surety: 4.3.1 Name of bonding company: 4.3.2 Name and address of agent: 5. FINANCING DSP Insurance Kirk Liskiewitz 1900 E. Golf Road, Suite 650 Schaumburg, IL 60173 5.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 5.1.2 Name and address of firm preparing attached financial statement, and date thereof: Statement to be provided upon request Rachelle Mahoney Krause Construction 3330 Edison Street Blue Island, Illinois 60406 5.1.3 Is the attached financial statement for the identical organization named on page one? Yes, if requested 5.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent -subsidiary). 5.2 Will the organization whose financial statement is attached, act as guarantor of the contract for construction? Yes AIA DOCUMENT A305o CONTRACTOR'S QUALIFICATION STATEMENTo 1986 EDITIONo AIA ©o © 1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A305-I986 5 WARNING: Unlicensed photocopying violates U.S, copyright laws and is subject to legal prosecution. 6. SIGNATURE 6.1 Dated at this 5th 6.2 day of June, 2024 6.3 Name of Organization: Krause Construction By: Da*%,,eL J. KKa� Title: CEO 6.2 Mr. Daniel J. Krause being duly sworn deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 5th day of June_ 2024 Notary Public: °& e fe Vlh-.Ieva rl:-Ot-sr�y Official `akfcyoneyacheile M pblic State of Uksnois My Commission Expires: June 24, 2024 My commission E:0115 061240024 CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A305o CONTRACTOR'S QUALIFICATION STATEMENTa 1986 EDITIONo AIA ©o 0 1986 THE AMERICAL INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHMOTON, D.C. 20006 A305-1986 6 WARNING: Unlicensed photocopying violates U.S. copyright laws And is subject to legal prosecution. Equal Employment Opportunity Krause Construction provides equal employment opportunities (EEO) to all employees and applicants for employment without regard to race, color, religion, sex, national origin, age, handicap, or status as a Vietnam -era or special disabled veteran in accordance with applicable federal state and local laws governing nondiscrimination in employment. This policy applies to all terms and conditions of employment, including, but not limited to, hiring, placement, promotion, termination, layoff, recall, leaves of absence, compensation and training. Further, Krause Construction is committed to a comprehensive program of affirmative action to insure access, equality, and fairness in employment for minorities, women, the handicapped, and Vietnam -era and special disabled veterans. Krause Construction expressly prohibits any form of unlawful employee harassment based on race, color, religion, sex, national origin, age, handicap, or status as a Vietnam -era or special disabled veteran. CLIENT PORTFOLIO HIGHER EDUCATION Governors State University Social Justice Institute $ 2,360,646.00 University Park, IL General Contract (in progress) IL Institute of Technology McCormick Dining Facility $ 472,072.00 Chicago, IL General Contract (2019) Herman Hall Hood Replacement $ 347,597.00 General Contract (2020) Moraine Valley Comm College Building B X-Ray Renovation $ 148,144.00 Palos Hills, IL General Contract (2023) NDT Lab $ 125,952.00 General Contract (in progress) FOOD SERVICE INDUSTRY Nature's Fynd Hygienic Zone Improvements $ 979,999.00 Chicago, IL General Contract (2023) Connie's Pizza Kitchen Renovation $ 97,679.00 Chicago, IL General Contract (2018) Freezer! Drive-Thru Addition $ 1,445,091,00 General Contract (2019) Richelieu Foods White Eagle — Crust Line $ 3,353,639.00 Wheeling, IL General Contract (2020) Office Renovation $ 1,197,908.00 General Contract (2021) Line 4 Expansion $ 9,714,230.00 General Contract (2022) Beaver Dam IMP Ceiling Replacement $ 310,153.00 General Contract (2021) Spiral Freezer $ 365,984.00 General Contract (2021) Coolab Foods LLC Freezer / Cooler Renovation $ 3,209,672.00 Franklin Park, IL General Contract (2022) Al Gelato New Location Renovation $ 928,247.00 Franklin Park, IL General Contract (2018) Nina's Pasta LLC New Location Renovation $ 12,105,054.00 Bloomingdale, IL General Contract (2018) Popeye's New Store Location $ 2,295,627.00 Summit, IL General Contract (2017) Popeye's New Store Location $ 2,147,565.00 Lansing, IL General Contract (2018) U."I 419aff-IM, WallORWAFA Advocate Good Samaritan Hospital Downers Grove, IL Spine Center / IL Bone & Joint $ 649,574,00 General Contract (2020) Pharmacy Renovation $ 309,698.00 General Contract (2019) POB Breast Center Renovation $ 525,992.00 General Contract (in progress) ED Exam Room Renov — Phase II $ 202,029.00 General Contract (2018) ED Triage $ 120,282.00 General Contract (2020) Pharmacy Med Carousel $ 333,430.00 General Contract (2020) Advocate Lutheran General Hospital Pharmacy Med Carousel $ 439,440.00 Park Ridge, IL General Contract (2021) Fluoroscopy Renovation $ 115,693.00 General Contract (2020) CAC Pharmacy Renovation $ 227,773.00 General Contract (2020) Main Pharmacy Renovation $ 141,501.00 General Contract (2020) Advocate Medical Group AMG Good Sam POB Suite 5H/5M $ 895,066.00 Downers Grove, IL General Contract (2022) Parkside 51h & 6th Floor Bathrooms $ 427,953.00 General Contract (2021) Knapp Center Acquisition $ 314,187.00 General Contract (2021) AMG Plainfield Parking Lot $ 129,771.00 General Contract (2021) Multi -Site Telepresence $ 218,366.00 General Contract (2018) AMG Parkside Suite 660 $ 242,812.00 General Contract (2019) AMG Parkside Suite 610/640 $ 259,309.00 General Contract (2019) AMG Parkside Suite 145 MFM $ 1,619,293.00 General Contract (2023) AMG Elgin Suite 260 Office $ 33,797.00 General Contract (2023) AMG 890 Garfield $ 220,555.00 General Contract (2018) AMG 890 Garfield Suite 103 $ 515,528.00 General Contract (2019) Advocate Dreyer Medical Oncology Hood $ 693,505.00 Aurora, IL General Contract (2020) Oswego PT Renovation $ 152,383.00 General Contract (2019) Advocate Condell Medical Gurnee CT Replacement $ 264,406.00 Gurnee, IL General Contract (2022) Steris Trailer $ 689,200.00 General Contract (2021) SIM Lab $ 1,169,081.00 General Contract (2019) Sterilizer Replacement $ 1,157,010.00 General Contract (2022) Edward Elmhurst Hospital Suite 150 Renovation $ 217,645.00 Oak Park, IL General Contract (2022) Heart Care Centers of IL Ambulatory Surgical Treatment $ 1,038,051.00 General Contract (2019) Edwards -Elmhurst Healthcare Plainfield Bldg. B Renovation $ 288,105.00 General Contract (2020) Access Community Health Arlington Heights Renovation $ 3,508,988.00 General Contract (in progress) Blue Island Renovation $ 2,889,852.00 General Contract (in progress) University Of Chicago Cal City FCC 2°d Floor Oncology General Contract (2023) CCD CSP Equipment Replacement General Contract (in progress) COMMERCIAL CONSTRUCTION Impact Networking Office Renovation Bolingbrook, IL General Contract (2021) One Digital Chicago, IL City of Brookfield Brookfield, IL Village of Orland Park Orland Park, IL Village of Orland Park Orland Park, IL CBRE — Impact Networking Chicago, IL JLL - State of Illinois Chicago, IL Seneca Petroleum Crestwood, IL Delaney, Delaney & Voorn Oak Brook, IL J & J Snack, LLC Alsip, IL New Security Operations Bldg General Contract (2022) Tenant Relocation General Contract (2024) Public Works Bldg. Roof General Contract (2024) FLC Renovation General Contract (2024) Athletics Operations Bldg. General Contract (in progress) 150 N Michigan — Office Renovation General Contract (2022) 555 Monroe Building Renovation General Contract (2023) New Headquarters General Contract (2019) Office Multi Suite Renovation General Contract (2019) Nitrogen Pad General Contract (2019) Freezer Floor General Contract (2019) $ 435,606.00 $ 1, 326, 366.00 $ 3,378,927.00 $ 8,706,852.00 $ 1,126,176,00 $ 220,580.00 $ 589,068.00 $ 2,890,871.00 $ 1,965,975.00 $ 4,109, 385.00 $ 3,886,732.00 $ 1,081,742.00 $ 75,139.00 $ 27,719.00 CLIENT REFERENCES Advocate Health Care Phone: 630-275-2051 Attn: Gary Pece 3075 Highland Parkway Email: aary.peceQ)aah.orq Downers Grov6, IL 60515 Elmhurst Hospital Phone: 331-221-0635 Attn: Dave Lutz 155 E. Brush Hill Road E-Mail: dlutz(Nemhc.org Elmhurst, IL 60126 Shirley Ryan Ability Lab (RIC) Phone: 773-619-4346 Attn: Lamar Davis 355 E. Erie Street E-Mail: idavisCcDric.org Chicago, IL 60611 Bathing Brands Phone: 847-971-2406 Attn: Dave Sadowski E-Mail: dsad owski aiaccurateindustries.com Miniat Phone: 708-589-2489 Attn: Kevin Antonelli 16250 S. Vincennes Road E-mail: kantonelliminiat.conl South Holland, IL 60473 University of Chicago Phone: 773-834-5222 Attn: Alder DeRose 850 E. 581h Street; 41h Floor (MC0953) E-mail: alder.deroseCoDuchicaQomedicine.ora Chicago, IL IWS Family Health Phone: 773-782-5023 Attn: Jerry Isikoff 3600 W. Fullerton Avenue E-Mail: IsikoffJ@iwsfamilyhealth.org Chicago, IL 60647 JLL Phone: 773-255-3852 Attn: Terry McGuffage Chicago, IL E-Mail: Terry.McGuffaQe{7aj1l.com CBRE Phone: 708-574-3913 Attn: Cara Dunleavy Chicago, IL E-Mail: Cara.Dunieavyy@cbre.com Impact Networking Phone: 312-940-8731 Attn: Mike Borchew Lake Forest, IL 60045 E-Mail: mborchew(a_impactnetworking.com Richelieu Foods Phone: 217-418-9818 Attn: Eric Konken Wheeling, IL 60090 E-Mail: ekonken(a),richelieufoods.com One Digital Phone: 708-205-6037 Attn: Stan Bukowski Chicago, IL E-Mail: stan.bukowski@gnedi}ital.com Mondelez Attn: Dennis Garrison Nippon USA Attn: Michael Dwyer Miracapo Pizza Attn: Anthony Raschillo Phone: 616-392-2383 E-mail: dennis.garrisonAmdlz.com Phone: 708-868-7245 E-mail: Michael.dwyer@nipponpaint.us Phone: 847-631-7266 E-mail: araschilloCmiracapopizza.com ARCHITECT l DESIGN/BUILD AFFILIATIONS Jensen & Halstead Ltd. Phone: 312-664-7557 Attn: Mr. David Dastur 358 West Ontario Street E-Mail: ddastur(cDiensenandhalstead.com Chicago, I L 60654 SMNG-A Architects. Phone: 312-829-3355 Attn: Todd Niemiec 936 W. Huron St. E-Mail: tniemiecQsmna-arch.com Chicago, IL 60642 Anderson Mikos Architects Phone: 630-573-5149 Attn: Mr. George Franceshina 1111 22"d Street E-Mail: cirfanceschina(c)andersonmi{cos.com Suite 315 Oak Brook, IL 60523 MG2A Phone: 815-478-9680 Attn: Mr. Brian Hertz 25620 S. Gougar Road E-Mail: bhertz(c-)mg2a.com Manhattan, IL 60442 Partners in Design Phone: 847-940-0300 Attn: Werner Brisske 2610 Lake Cook Road E-Mail: wernerb@pidarchitects.com Suite 280 wemerb@pidarchitects.com IL 60015 RKG Design Group LLC Phone: 708-403-1812 Attn: Mr. Bob Goes 15255 S. 941h Avenue E-Mail: bgoes(c rkgdesigngroup.com Orland Park, IL 60462 HED Phone: 312-952-2560 Attn: Mr. Aaron Shephard 1 East Wacker Drive, Suite 200 Chicago, IL 60601 PRINCIPAL INDIVIDUAL QUALIFICATIONS Daniel J. Krause — CEO General Qualification Summary Founder and CEO of Krause Construction with over thirty years of experience in the development and construction of a variety of Health Care, Commercial and Residential projects. Specialized in the Health Care and Food Service Industry with an extensive background in land acquisition, land planning and facility management. Employment 1984 — Present Krause Construction President 1984 — 2001 Popeye's Chicken & Biscuits Franchise Owner i Operator 1980 — 1984 Palos Electric Company Journeymen Electrician; I.B.E.W. Local #124 1976 — 1980 National Electric Company Apprentice Electrician Professional Licenses State of Illinois Licensed Electrician Professional Affiliations 2005 -- Present Blue Cap; Current Board Member 2005 — Present American Heart Association; Current Heart Ball Board Member 2005 — Present BI Community HealthCare Foundation (formerly St. Francis Hospital); Current Foundation Board Member Certifications/Memberships American Society for Healthcare Engineering (ASHE) Hospital Engineers Society of Northern Illinois (HESNI) Project Experience Please reference Client Portfolio included as part of this package Matt Lepper — President General Qualification Summary Outcome -oriented, hands-on construction project manager with more than 5 years of experience in the healthcare construction industry. Verifiable track record for the successful completion of projects from coordinating through developing partnerships and building positive rapport with architects, local officials, vendors and clients while maintaining costs. Versed in contract negotiations, project estimating, document preparation, building requirements and permit process, material purchasing and site management through occupancy. Proven success in planning, construction and completion of projects ranging in cost from $60M to $1,5 Billion. Employment 2018 — Present Krause Construction Project Manager 2018 — 2017 Power Construction Project Manager 2017 — 2016 Power Construction Asst. Project Manager 2016 — 2013 Power Construction Project Engineer 2013 — 2012 Kiewit Southwest District Estimator Education BA — Construction Management — December 2011 — Western IL University Minor in Finance Project Experience 905 Orleans — 18 Story Apartment Building $ 56,000,000 I1T Kaplan Innovation Center $ 30,000,000 Advocate South Suburban Hospital Procedural Center $ 51,000,000 Loyola CTRE $ 109,000,000 DOT SOC Cybersecurity $ 8,565,992 Richelieu Line 4 Addition $ 9,023,160 State of IL 555 Monroe Floor Renovations $ 4,109,385 Stephen Adamson -- Sr, Project Manager / Health Care / Commercial General Qualification Summary Knowledgeable in all aspects of construction management. Specializes in pre -construction, safety audits, RFI's and the close-out process. Employment 2020 — Present Krause Construction Project Manager 2020— 2014 James McHugh Construction Asst. Project Manager Education BA — Construction Management — Purdue University Project Experience Lutheran General Parkside Suite 145 Renovation $ 1,591,585 AMG Oak Lawn BlueStone Suites $ 533,320 Advocate Good Sam POB 5H15M Suite Renovation $ 901,897 Lutheran General Parkside 5th & 6th Floor Bathrooms $ 427,953 Bruce Sorensen — Project Manager / Commercial General Qualification Summary Experienced and results -driven Project Manager with proven expertise in maximizing productivity and safeguarding all project milestones and standards. Qualifications include: Multiple, multi- million dollar project planning/coordination, including design, definition of project scope, construction site supervision/inspection, budgeting, cost containment and expediting on -time completion. Development of action plans and the coordination of all associated resources and professional services to maintain compliance with contract specifications. All aspects of the bidding process, proposal development/review and contract negotiation/administration. Materials management and promoting full resource utilization. Manpower planning and strong team building, leadership, motivation. Employment 1999 — Present Krause Construction Project Manager/Field Superintendent 1994 — 1999 Meadow Brook Golf Corporation Facilities Project Manager 1987 — 1994 Venterra Sales & Management Corporation Construction Project Manager 07/2005 — 12/2005 Ceco Concrete Construction Construction Engineer/Intern Education 1974-1986 Carpenter Apprentice/Foreman for General Contractors in Chicago Area Project Experience Please reference Client Portfolio included as part of this package. Bruce has assisted with and/or developed and overseen some of the Health Care projects listed since joining the company in 1999, here are a few projects he has managed. Holly Court, 10-story congregate care facility Oak Park IL Single story & multi story adult living facilities Chicago Heights & Chicago IL Advocate Hospital multiple interior renovations Chicago area. Additions & Interior Renovations for Manor Care Palos Heights IL & Elk Grove Village IL Access Community Health 6000 s.f. addition & interior renovations St. Francis Hospital, Blue Island IL, New CATH Lab Tom Beltrame — Project Superintendent General Qualification Summary Professional site manager (29 years) with proven proficiency in OSHA compliance, crew supervision and cost control. Committed to on -time project completions, cost effective budgeting and superb work quality. Employment 2020 — Present Krause Construction Project Superintendent 2016 — 2020 Leopardo Construction Project Superintendent 2015-2016 Weiss Construction Project Superintendent 2013-2015 Valenti Builders Project Superintendent 1992-2013 Pepper Construction Carpenter, Carpenter Foreman, Superintendent Education Chicago District Council of Carpenters Trade School Project Experience Oak School District 68 Hill Mechanical build out Morgan Stanley Call Center Utah Searle Hall Northwestern 3 Harris Banks Wintrust Bank Harley Davidson Lowes Home Improvement Lexus of Naperville 2 Biomat Plasma Centers 2 Clear Choice Dental Dry Goods Nashville TN Advocate Health Care McMaster Carr 100000 SF Remodel $ 2,500,000 New fab warehouse / office $ 3,500,000 Data Center Mission Critical $ 2,000,000 4 level addition 56000SF remodel $ 26,000,000 New Construction $ 6,000,000 New Construction Lead Silver $ 3,000,000 Tenant Build out $ 1,200,000 New Construction 100000SF $ 6,000,000 Exterior remodel $ 800,000 Tenant Build out $ 4,000,000 Tenant Build out $ 3,500,000 Tenant Build out $ 1,750,000 Cali Center Build out $ 2,000,000 Data Center Mission Critical $ 2,500,000 Dave VanVossen — Project Superintendent General Qualification Summary Professional site manager with proven proficiency in OSHA compliance, crew supervision and time management. Committed to on -time project completions, cost effective budgeting and superb work quality. Employment 2024 — Present Krause Construction Project Superintendent 2024 — 2019 CCC Holdings, Inc. Superintendent / Safety Coordinator 2019 - 2016 Morgan Harbor Project Superintendent 2016 - 2015 Express Kitchen and Bath Carpenter 2015 - 2013 Durkin Construction Carpenter Foreman Project Experience UIC Neuropsychiatric Institute Fagade Restoration $ 15,000,000 UIC Biological Research Lab Mechanical Upgrade $ 14,500,000 Crete Monee District 201 Ground Up Addition $ 13,000,000 UIC Flames Field Soccer Field Renovation $ 5,500,000 NorthPark University Student Housing Renovation $ 600,000 UIC Parking Garage 6 Story Parking Garage Renovation $ 4,500,000 UIC Lecture Center Renovation $ 1,500,000 Centrepoint Land Dev Farmland Redevelopment $ 8,500,000 Prime Medical Imaging Tenant Build out $ 4,500,000 (Herb Food Grade Tenant Build out $ 8,000,000 Wells Fargo Office Build out $ 2,200,000