Specifications_UWCRoofReplacementPlan.pdf
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- Attached to
- FOREST WIDE ROOF REPAIRS Federal contract opportunity
- Solicitation number
- 1240LT23Q0120
- Issued by
- Department of Agriculture Forest Service
About this file
This document outlines specifications for asphalt shingle roof replacements at the UWC campus. The project involves removing existing roofing materials and installing new asphalt shingles. Specifications cover asphalt shingle types and grades, underlayment, ventilation, installation requirements, warranties, and testing standards. Related sections specify rough carpentry decking, metal flashing, and insulation. The contractor must follow manufacturer instructions, industry standards, and applicable building codes for all roofing materials and installation.
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Text version
ACCIDENT PREVENTION 011700-1
USDA FOREST SERVICE, R4
UWC Roof Replacement
SECTION 011700 - ACCIDENT PREVENTION
PART 1 - GENERAL
1.1 DESCRIPTION
A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.
1.2 SUBMITTALS
A. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer (CO) will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days.
No progress payments will be processed until the program is approved. The program shall include:
1. Name of responsible supervisor to carry out the program.
2. Weekly and monthly safety meetings.
3. First aid procedures.
4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.
5. Training, both initial and continuing.
6. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.
B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.
C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.
D. Submit a brief report of safety meetings and of inspections.
E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.
1.3 QUALITY ASSURANCE
A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions. In case of conflicts between Federal, state, and local safety and health
ACCIDENT PREVENTION 011700-2
requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.
B. Qualifications of Employees
1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.
2. To as great an extent as possible, do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.
3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.
1.4 ACCIDENT REPORTING
A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Within 7 days of a reportable accident, fill out and forward to the CO a DI-134 form, which may be obtained from CO.
B. All Other Accidents: The Contractor shall report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.
PART 2 - PRODUCTS
2.1 FIRST AID FACILITIES: provide adequate facilities for the number of employees and the type of construction at the site.
2.2 PERSONNEL PROTECTIVE EQUIPMENT: meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.
2.3 BARRIERS: see division 1 section “Temporary Facilities and Controls” for barriers.
PART 3 - EXECUTION
3.1 EMERGENCY INSTRUCTIONS: post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.
ACCIDENT PREVENTION 011700-3
3.2 ESCAPE ROUTES: provide and maintain adequate escape routes at all times in accordance with the Life Safety Code (NFPA 101-91). No corridor, aisle, stairway, door, or exit shall be obstructed or used in a manner that interferes with escape routes.
3.3 PROTECTIVE EQUIPMENT
A. Inspect personal protective equipment daily and maintain in a serviceable condition.
Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.
B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.
3.4 SAFETY MEETINGS
A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.
B. Conduct monthly safety meetings for all levels of supervision. Notify the CO so that he may attend. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program.
The CO will enter the results of the meetings into his daily log.
3.5 HARD HATS AND PROTECTIVE EQUIPMENT AREAS
A. A hard hat area will be designated by the CO. The hard hat area shall be posted by the Contractor in a manner satisfactory to the CO.
B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide six hard hats for use by visitors. Change liners before reissuing hats.
3.6 TRAINING
A. First Aid: Provide adequate training to ensure prompt and efficient first aid.
B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.
END OF SECTION 011700
May 2023
MOBILIZATION 011900-1
UWC Roof Replacement
SECTION 011900 - MOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.
1.2 MEASUREMENT AND PAYMENT
A. The measurement shall be lump sum for mobilization. Payment shall be as follows:
1. Bond premiums will be reimbursed after receipt of the evidence of payment.
2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.
3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.
4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.
5. Progress payments for mobilization and preparatory work shall be subject to retainage.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 011900
SUBMITTAL PROCEDURES 013300-1
UWC Roof Replacement
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.
B. See other specification section within this package for additional requirements on submittal.
1.2 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.
1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.
2. If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Allow 14 days for processing each re-submittal.
4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.
C. Identification: Place a permanent label or title block on each submittal for identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.
3. Include the following information on label for processing and recording action taken:
a. Project name.
b. Date.
SUBMITTAL PROCEDURES 013300-2
c. Name and address of Contractor.
d. Name of manufacturer.
e. Unique identifier, including revision number.
f. Number and title of appropriate Specification Section.
g. Drawing number and detail references, as appropriate.
h. If more than one item is shown on submittal sheet, identify item.
D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.
E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.
F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.
1.3 MEASUREMENT AND PAYMENT
A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.
PART 2 - PRODUCTS
2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)
A. General: Prepare and submit Action Submittals required by individual Specification Sections.
1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Manufacturer's catalog cuts.
e. Wiring diagrams showing factory-installed wiring.
f. Compliance with recognized trade association standards.
g. Compliance with recognized testing agency standards.
SUBMITTAL PROCEDURES 013300-3
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Include the following information, as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.
f. Notation of dimensions established by field measurement.
2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.
D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.
E. Samples: Prepare physical units of materials or products, including the following:
1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)
A. General: Prepare and submit Informational Submittals required by other Specification Sections.
1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.
2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."
B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.
C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.
D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.
SUBMITTAL PROCEDURES 013300-4
E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.
PART 3 - EXECUTION
3.1 GENERAL
A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.
D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.
E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.
F. Requests for substitutions will only be considered if contractor submits the following:
1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.
Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.
2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.
3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.
4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.
3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required
SUBMITTAL PROCEDURES 013300-5
submittals for the project - the table is to assist the Contractor and may not be all inclusive
– additional submittals may be required by specific specifications:
TABLE 013000-1
Spec.
Section
Subsection Required Submittal When Required
C 1.5A Work/Camp Storage Areas After NTP 013300 2.1C Project Schedule Proposal 017320 1.4.A Landfill Records After work is complete 024100 1.2.A Landfill Records After work is complete 061000 1.3.A Product Data After NTP 073115 1.4.A Product Data After NTP 073115 1.4.B Samples After NTP 073115 1.4.C Maintenance Data After NTP 073115 1.4.D Warranty After NTP 076200 1.3.A Color Samples After NTP
END OF SECTION 013300
HISTORIC TREATMENT PROCEDURES 013591-1
UWC Roof Replacement
SECTION 013591 - HISTORIC TREATMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes special procedures for historic treatment on Project including, but not limited to, the following:
1. Storage and protection of existing historic materials.
2. Temporary protection of historic materials during construction.
3. Protection during application of chemicals.
4. Protection during use of heat-generating equipment.
5. Historic treatment procedures.
1.2 DEFINITIONS
A. "Preservation": To apply measures necessary to sustain the existing form, integrity, and materials of a historic property. Work may include preliminary measures to protect and stabilize the property.
B. "Rehabilitation": To make possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features that convey its historical, cultural, or architectural values.
C. "Restoration": To accurately depict the form, features, and character of a property as it appeared at a particular period of time by means of the removal of features from other periods in its history and the reconstruction of missing features from the restoration period.
D. "Reconstruction": To reproduce in the exact form and detail a building, structure, or artifact as it appeared at a specific period in time.
E. "Stabilize": To apply measures designed to reestablish a weather-resistant enclosure and the structural reinforcement of an item or portion of the building while maintaining the essential form as it exists at present.
F. "Protect and Maintain": To remove deteriorating corrosion, reapply protective coatings, and install protective measures such as temporary guards; to provide the least degree of intervention.
G. "Repair": To stabilize, consolidate, or conserve; to retain existing materials and features while employing as little new material as possible. Repair includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading materials. Within restoration, repair also includes limited replacement in kind, rehabilitation, and reconstruction, with compatible substitute materials for deteriorated or missing parts of features when there are surviving prototypes.
HISTORIC TREATMENT PROCEDURES 013591-2
H. "Replace": To duplicate and replace entire features with new material in kind.
Replacement includes the following conditions:
1. Duplication: Includes replacing elements damaged beyond repair or missing.
Original material is indicated as the pattern for creating new duplicated elements.
2. Replacement with New Materials: Includes replacement with new material when original material is not available as patterns for creating new duplicated elements.
3. Replacement with Substitute Materials: Includes replacement with compatible substitute materials. Substitute materials are not allowed, unless otherwise indicated.
I. "Remove": To detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.
J. "Remove and Reinstall": To detach items from existing construction, repair and clean them for reuse, and reinstall them where indicated.
K. "Existing to Remain" or "Retain": Existing items of construction that are not to be removed and that are not otherwise indicated to be removed and salvaged, or removed and reinstalled.
L. "Material in Kind": Material that matches existing materials, as much as possible, in species, cut, color, grain, and finish.
1.3 SUBMITTALS
A. Historic Treatment Program: Submit a written plan for each phase or process including protection of surrounding materials during operations. Describe in detail materials, methods, and equipment to be used for each phase of work.
B. Alternative Methods and Materials: If alternative methods and materials to those indicated are proposed for any phase of work, provide a written description including evidence of successful use on other, comparable projects, and program of testing to demonstrate effectiveness for use on this Project.
C. Historic Treatment Specialist Qualifications: A firm that employs personnel, including supervisory personnel, experienced and skilled in the processes and operations indicated.
Must demonstrate successful rehabilitation of similar projects.
1.4 QUALITY ASSURANCE
A. Historic Treatment Preconstruction Conference: Conduct conference at Project site.
B. When providing historic preservation or rehabilitation services, the work shall be accomplished by or under the direct supervision of someone meeting the Secretary of the Interior’s Professional Qualification Standards for Historic Architecture.
1.5 STORAGE AND PROTECTION OF HISTORIC MATERIALS
A. Removed and Reinstalled Historic Materials:
HISTORIC TREATMENT PROCEDURES 013591-3
1. Clean and repair historic items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.
B. Existing Historic Materials to Remain: Protect construction indicated to remain against damage and soiling during historic treatment. When permitted by the Contracting Officer’s Representative items may be removed to a suitable, protected storage location during historic treatment and cleaned and reinstalled in their original locations after historic treatment operations are complete.
C. Storage and Protection: When removed from their existing location, store historic materials within a weathertight enclosure where they are protected from wetting by rain, snow, or ground water, and temperature variations. Secure stored materials to protect from theft.
1. Identify removed items with an inconspicuous mark indicating their original location.
1.6 PROJECT-SITE CONDITIONS
A. Exterior Cleaning and Repairing:
1. Proceed with the work only when forecasted weather conditions are favorable.
a. Wet Weather: Do not attempt repairs during rainy or foggy weather. Do not apply primer, paint, putty, or epoxy when the relative humidity is above 80 percent. Do not remove exterior elements of structures when rain is forecast or in progress.
b. Do not perform exterior wet work when the air temperature is below 40 deg F.
c. Do not begin cleaning, patching, or repairing when there is any likelihood of frost or freezing.
d. Do not begin cleaning when either the air or the surface temperature is below
45 deg F unless approved means are provided for maintaining a 45 deg F temperature of the air and materials during, and for 48 hours subsequent to, cleaning.
2. Perform cleaning and rinsing of the exterior only during daylight hours.
1.7 MEASUREMENT AND PAYMENT
A. No separate measurement and/or payment will be made for this Section. Refer to Section 00050, Project Description for a description line items.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
HISTORIC TREATMENT PROCEDURES 013591-4
3.1 PROTECTION, GENERAL
A. Comply with manufacturer's written instructions for precautions and effects of products and procedures on adjacent building materials, components, and vegetation.
B. Ensure that supervisory personnel are present when work begins and during its progress.
C. Temporary Protection of Historic Materials during Construction:
1. Protect existing materials during installation of temporary protections and construction. Do not deface or remove existing materials.
2. Attachments of temporary protection to existing construction shall be approved by Architect prior to installation.
D. Protect landscape work adjacent to or within work areas as follows:
1. Provide barriers to protect tree trunks.
2. Bind spreading shrubs.
3. Use coverings that allow plants to breathe and remove coverings at the end of each day. Do not cover plant material with a waterproof membrane for more than 8 hours at a time.
4. Set scaffolding and ladder legs away from plants.
3.2 PROTECTION DURING APPLICATION OF CHEMICALS
A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm or damage resulting from applications of chemical cleaners and paint removers.
B. Cover adjacent surfaces with materials that are proven to resist chemical cleaners selected for Project unless chemicals being used will not damage adjacent surfaces. Use covering materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to comply with manufacturer's written instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining.
C. Do not clean surfaces during winds of sufficient force to spread cleaning solutions to unprotected surfaces.
D. Neutralize and collect alkaline and acid wastes and dispose of off Government’s property.
E. Dispose of runoff from chemical operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.
3.3 PROTECTION DURING USE OF HEAT-GENERATING EQUIPMENT
A. Comply with the following procedures while performing work with heat-generating equipment, including welding, cutting, soldering, brazing, paint removal with heat, and other operations where open flames or implements utilizing heat are used:
HISTORIC TREATMENT PROCEDURES 013591-5
1. Obtain the Contracting Officer’s approval for operations involving use of open-flame or welding equipment.
a. Notification shall be given for each occurrence and location of work with heat-generating equipment.
2. As far as practical, use heat-generating equipment in shop areas or outside the building.
3. Before work with heat-generating equipment commences, furnish personnel to serve as a fire watch (or watches) for location(s) where work is to be performed.
4. Do not perform work with heat-generating equipment in or near rooms or in areas where flammable liquids or explosive vapors are present or thought to be present.
Use a combustible gas indicator test to ensure that the area is safe.
5. Remove and keep the area free of combustibles, including, rubbish, paper, waste, etc., within area of operations.
a. If combustible material cannot be removed, provide fireproof blankets to cover such materials.
6. Where possible, furnish and use baffles of metal or gypsum board to prevent the spraying of sparks or hot slag into surrounding combustible material.
7. Prevent the extension of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors, walls, ceilings, roofs, and other openings.
8. Inspect each location of the day's work not sooner than 30 minutes after completion of operations to detect hidden or smoldering fires and to ensure that proper housekeeping is maintained.
3.4 HISTORIC TREATMENT PROCEDURES
A. The principal aim of preservation work is to halt the process of deterioration and stabilize the item's condition, unless otherwise indicated. Repair is required where specifically indicated. The following procedures shall be followed:
1. Retain as much existing material as possible; repair and consolidate rather than replace.
2. Use additional material or structure to reinforce, strengthen, prop, tie, and support existing material or structure.
3. Use reversible processes wherever possible.
4. Use traditional replacement materials and techniques. New work shall be distinguishable to the trained eye, on close inspection, from old work.
5. Record the work before the procedure with preconstruction photos and during the work with periodic construction photos.
B. Prohibit smoking by personnel performing work on or near historic structures.
C. Obtain Contracting Officer’s review and written approval in the form of a Constructive Change Directive or Supplemental Instruction before making changes or additions to construction or removing historic materials.
HISTORIC TREATMENT PROCEDURES 013591-6
D. Notify Contracting Officer of visible changes in the integrity of material or components whether due to environmental causes including biological attack, UV degradation, freezing, or thawing; or due to structural defects including cracks, movement, or distortion.
1. Do not proceed with the work in question until directed by Contracting Officer.
E. Where missing features are indicated to be repaired or replaced, provide features whose designs are based on accurate duplications rather than on conjectural designs, subject to the approval of the Contracting Officer’s Representaive and Historic Treatment Specialist.
F. Where Work requires existing features to be removed, cleaned, and reused, perform these operations without damage to the material itself, to adjacent materials, or to the substrate.
G. Identify new or replacement materials and features with inconspicuous, permanent marks to distinguish them from original materials. Record the legend of identification marks and the locations of these marks on Record Drawings.
H. When cleaning, match samples of existing materials that have been cleaned and identified for acceptable cleaning levels. Avoid overcleaning to prevent damage to existing materials during cleaning.
END OF SECTION 013951
QUALITY CONTROL 014100-1
UWC Roof Replacement
SECTION 014100 - QUALITY CONTROL
PART 1 - GENERAL
1.1 This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.
1.2 QUALITY CONTROL
A. The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.
B. Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:
1. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.
2. Testing agency will re-test and re-inspect corrected work.
C. Retesting/Reinspecting: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.
1.3 SUBMITTALS
A. Contractor Quality Control Plan
B. Permits, Licenses, and Certificates
C. Test and Inspection Reports
D. As-Built Drawings
1.4 MEASUREMENT AND PAYMENT
A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.
PART 2 - PRODUCTS (Not Applicable)
QUALITY CONTROL 014100-2
3.1 QUALITY CONTROL SYSTEM
A. General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.
3.2 CONTRACTOR QUALITY CONTROL PLAN
A. At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.
1. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.
2. The Government reserves the right to require changes in the plan during the contract period as necessary.
3. No change in the approved plan may be made without written concurrence by the Contracting Officer.
4. At a minimum, the plan shall include the following:
a. A list of personnel responsible for quality control and assigned duties.
Include each person's qualifications.
b. A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.
c. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.
d. Methods of performing, documenting, and enforcing quality control of all work.
e. Methods of monitoring and controlling environmental pollution and contamination as required by all applicable regulations and laws.
3.3 TEST AND INSPECTION REPORTS
A. Submit three copies of complete test results no later than three calendar days after the test was performed.
B. Submit failing test results and proposed remedial actions within four hours of noted deficiency.
C. Testing and Inspection Reports shall include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples, tests, or inspections.
5. Names of individuals performing tests and inspections.
6. Reference Specification Section(s).
7. Complete test or inspection data.
QUALITY CONTROL 014100-3
8. Test and inspection results and an interpretation of test results.
9. Ambient conditions at time sample was taken, tested, or inspected.
10. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.
11. Name and signature of laboratory inspector.
12. Recommendations on retesting and reinspecting.
3.4 PERMITS, LICENSES, AND CERTIFICATES
A. For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.
3.5 AS-BUILT DRAWINGS
A. The Contractor shall maintain a set of the contract drawings depicting as-built conditions.
These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.
3.6 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS
A. Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification.
END OF SECTION 014100
SELECTIVE DEMOLITION 017320-1
UWC Roof Replacement
SECTION 017320 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes demolition and removal of the following:
1. Selected portions of a building.
2. Repair procedures for selective demolition operations.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and deliver them to Government.
C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.
D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.3 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.
1.4 SUBMITTALS
A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.
B. Waste Manifests for materials deemed hazardous by the State of Utah including refrigerant and fluorescent lights.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
B. Standards: Comply with ANSI A10.6 and NFPA 241.
SELECTIVE DEMOLITION 017320-2
C. Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.
1.6 PROJECT CONDITIONS
A. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.
B. Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.
1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.
C. Government assumes no responsibility for condition of areas to be selectively demolished.
1. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.
D. Hazardous Materials, Location to be disposed.
1. 4-foot fluorescent light tubes: Throughout building.
2. Various paint products listed in hazardous waste disposal specification.
E. Hazardous Materials: Additional Hazardous materials were not found to be present in building to be selectively demolished.
1. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.
F. Storage or sale of removed items or materials on-site will not be permitted.
1.7 MEASUREMENT AND PAYMENT
A. There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.
PART 2 - PRODUCTS
2.1 REPAIR MATERIALS
A. Use repair materials identical to existing materials.
1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.
2. Use materials whose installed performance equal or surpasses that of existing materials.
3. Salvage xxxxxx as noted in the plans and store for reinstallation.
SELECTIVE DEMOLITION 017320-3
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped.
B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.
C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.
3.2 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
1. Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.
2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.
3. Protect existing site improvements, appurtenances, and landscaping to remain.
B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
C. Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.
3.3 POLLUTION CONTROLS
A. Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.
B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.
C. Dispose of Fluorescent lighting and refrigerant containing equipment at:
1. Trans-Jordan Landfill Household Hazardous Waste Facility 10473 South Bacchus Highway (SR-111) South Jordan, UT 84009 http://www.transjordan.org/
SELECTIVE DEMOLITION 017320-4
2. Other authorized landfill equipped to properly dispose of hazardous waste.
D. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
3.4 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.
1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.
2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.
4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
5. Use cardboard or a drum to store fluorescent lighting to prevent breakage. Label the container clearly as ““Universal Waste Mercury-Containing Lamp(s)”
6. Demo condensing units and drinking fountain in a manner that will not release refrigerant.
7. Dispose of universal hazardous waste as required by EPA and State laws. A disposal site is listed above.
B. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.
C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.
3.5 PATCHING AND REPAIRS
A. General: Promptly repair damage to adjacent construction caused by selective demolition operations.
SELECTIVE DEMOLITION 017320-5
B. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.
1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations.
C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.
D. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.
E. Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.
B. Dispose of universal hazardous waste as required above.
C. Burning: Do not burn demolished materials.
D. Disposal: Transport demolished materials off Government property and legally dispose of them.
END OF SECTION 017320
FEBRUARY 2022
WASTE MATERIAL DISPOSAL 024100-1
UWC Roof Replacement
SECTION 024100 - WASTE MATERIAL DISPOSAL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, clearing and grubbing debris, and construction and demolition debris.
1.2 MEASUREMENT AND PAYMENT
A. There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.
B. Payment will be lump sum for waste material disposal as shown on the Drawings.
PART 2 - PRODUCTS – NOT APPLICABLE
PART 3 - EXECUTION
3.1 WASTE MATERIAL TO BE HAULED TO A DISPOSAL AREA
A. All excavated material not used in the construction of embankments or backfilling of trenches, or other excess material resulting from the excavation and embankment operation shall be hauled to a disposal area.
B. All unsuitable excavated material and oversize boulders shall be hauled to a disposal area.
1. Oversized boulders may be broken into sizes small enough to incorporate into the embankment according to Specification 312225.
C. [All stumps, slash and other clearing and grubbing debris shall be hauled to a disposal area.]
D. Disposal Area: All waste material above shall be hauled to the disposal area on Government property [as indicated on the Drawings.][as designated by the Contracting Officer.]
1. Waste material shall be piled and compacted to form a dense layer.
2. The size and shape of the piled waste material shall be designated by the
Contracting Officer.
3. The piled material shall be covered with soil to a uniform depth of six inches minimum and sloped to 2:1 or flatter.
4. The disposal site shall be left suitable for seeding.
WASTE MATERIAL DISPOSAL 024100-2
3.2 WASTE MATERIAL TO BE HAULED TO A LANDFILL
A. All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.
B. [All stumps, slash and other clearing and grubbing debris shall be hauled to a landfill.]
C. The contractor is responsible for all costs and permits associated with landfill disposal.
D. The Government is not responsible for waste material upon its departure from the project site.
END OF SECTION 024100
ROUGH CARPENTRY 061000-1
UWC Roof Replacement
SECTION 061000 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Framing with dimension lumber.
2. Framing with engineered wood products.
3. Shear wall panels.
4. Wood blocking, cants, and nailers.
5. Wood furring.
6. Wood sleepers.
7. Plywood backing panels.
B. Related Sections include the following:
1. Division 06 Section "Sheathing."
1.2 DEFINITIONS
A. Exposed Framing: Framing not concealed by other construction.
B. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension.
C. Lumber grading agencies, and the abbreviations used to reference them, include the following:
1. NeLMA: Northeastern Lumber Manufacturers' Association.
2. NLGA: National Lumber Grades Authority.
3. RIS: Redwood Inspection Service.
4. WCLIB: West Coast Lumber Inspection Bureau.
5. WWPA: Western Wood Products Association.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of process and factory-fabricated product.
1.4 INFORMATIONAL SUBMITTALS
A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review.
B. Evaluation Reports: For the following, from ICC-ES:
ROUGH CARPENTRY 061000-2
1. Wood-preservative-treated wood.
2. Fire retardant treated wood.
3. Engineered wood products.
4. Shear panels.
5. Power-driven fasteners.
6. Post-installed anchors.
7. Metal framing anchors.
1.5 QUALITY ASSURANCE
A. Source Limitations for Engineered Wood Products: Obtain each type of engineered wood product through one source from a…
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