Administration_Center_Lighting_Upgrades_100%_Specs.pdf

PROJECT MANUAL

100% CD’s

Orange County Administration Building Lighting Upgrades Y17-902C

SGM Engineering, Inc.

935 Lake Baldwin Lane Orlando, FL 32814

March 2021 Volume No. 1 of 1

Table of Contents Generated by MasterWorks: 9/27/2020

Division Section Title Pages

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY 4

013300 SUBMITTAL PROCEDURES 4

014000 QUALITY REQUIREMENTS 6

017329 CUTTING AND PATCHING 4

017700 CLOSEOUT PROCEDURES 20

017823 OPERATION AND MAINTENANCE DATA 6

017839 PROJECT RECORD DOCUMENTS 4

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 ELECTIVE DEMOLITION 8

DIVISION 09 - FINISHES

095123 ACOUSTIC TILE CEILINGS 6

Facility Services Subgroup

DIVISION 26 - ELECTRICAL

260500 COMMON WORK RESULTS FOR ELECTRICAL 8

260501 INVESTIGATION OF EXISTING ELECTRICAL SYSTEMS 2

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 8

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 12

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 6

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 16

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 8

260923 STAND ALONE LIGHTING CONTROL DEVICES 8

265100 INTERIOR LIGHTING 12

END OF TABLE OF CONTENTS

Orange County Government Admin Building Lighting Upgrades

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Use of premises.

3. Owner's occupancy requirements.

4. Work restrictions.

5. Specification formats and conventions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work consists of the following:

1. The Work includes replacing the lighting and controls throughout the interior of the building with LED replacements and occupancy sensor controls. This is a brief description of the work and is not all inclusive. This scope is complimented by the set of construction drawings and specifications.

1.4 TYPE OF CONTRACT

A. Project will be constructed under lump sum construction contract.

1.5 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public.

2. Driveways and Entrances: Keep driveways, parking areas, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

SUMMARY 01 10 00 - 2

C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.6 OWNER'S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and existing building during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations.

Maintain existing exits, unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: To be coordinated with Owner as needed to keep from obstructing Owners occupancy during change out of equipment or any outage requirements.

2. Hours for Utility Shutdowns: to be coordinated with Owners Representative with a minimum of 72 hours required for shut down.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Owner not less than 3 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Owner's written permission.

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

SUMMARY 01 10 00 - 3

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

SUMMARY 01 10 00 - 4

SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Sections include the following:

1. Division 01 Section "Closeout Procedures" for submitting warranties.

2. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

3. Division 01 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals.

4. Division 01 Section "Demonstration and Training" for submitting videotapes of demonstration of equipment and training of Owner's personnel.

5. Divisions 02 through 49 Sections for specific requirements for submittals in those

Sections.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Owner’s responsive action.

B. Informational Submittals: Written information that does not require Engineer’s and Owner’s responsive action. Submittals may be rejected for not complying with requirements.

1.4 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. 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. Owner and Engineer’s reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Submittals Schedule: All submittals shall be received by the Owner within 14 days of notice to proceed. Submittals shall be approved prior to commencement of work.

SUBMITTAL PROCEDURES 01 33 00-2

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineers receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. The Owner will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

D. 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 approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Engineer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Engineer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.01.A).

E. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

F. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

SUBMITTAL PROCEDURES 01 33 00-3

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. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit 7 copies of Product Data, unless otherwise indicated.

Engineer will return 6 copies. Mark up and retain one returned copy as a Project Record Document.

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: Fully illustrate requirements in the Contract Documents. 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. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

SUBMITTAL PROCEDURES 01 33 00-4

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp.

3.2 ENGINEER’S ACTION

A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it.

C. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

D. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

END OF SECTION 01 33 00

QUALITY REQUIREMENTS 01 40 00-1

SECTION 01 40 00 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by Engineer or authorities having jurisdiction are not limited by provisions of this Section.

C. Related Sections include the following:

1. Division 01 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities.

2. Divisions 02 through 49 Sections for specific test and inspection requirements.

1.3 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Engineer.

C. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards.

D. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop.

QUALITY REQUIREMENTS 01 40 00-2

E. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

F. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

G. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name.

1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1.5 SUBMITTALS

A. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.

2. Description of test and inspection.

3. Identification of applicable standards.

4. Identification of test and inspection methods.

5. Number of tests and inspections required.

6. Time schedule or time span for tests and inspections.

7. Entity responsible for performing tests and inspections.

8. Requirements for obtaining samples.

9. Unique characteristics of each quality-control service.

B. Reports: Prepare and submit certified written reports that 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 and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

QUALITY REQUIREMENTS 01 40 00-3

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and testing and inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

C. Permits, Licenses, and Certificates: For Owner'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 bearing on performance of the Work.

1.6 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent.

F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governing the Work.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory

Accreditation Program.

H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of

QUALITY REQUIREMENTS 01 40 00-4

manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction.

b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.

c. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.

d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work.

f. When testing is complete, remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project.

1.7 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order.

B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

2. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

3. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

4. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

QUALITY REQUIREMENTS 01 40 00-5

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Division 01 Section "Submittal Procedures."

D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

E. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

6. Do not perform any duties of Contractor.

F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing agency.

7. Security and protection for samples and for testing and inspecting equipment at Project site.

G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

QUALITY REQUIREMENTS 01 40 00-6

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.

2. Comply with the Contract Document requirements for Division 01 Section "Cutting and Patching."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 01 40 00

CUTTING AND PATCHING 01 73 29-1

SECTION 01 73 29 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes procedural requirements for cutting and patching.

B. Related Sections include the following:

1. Divisions 2 through 49 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1.3 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work.

B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work.

1.4 QUALITY ASSURANCE

A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio.

B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety

D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential

CUTTING AND PATCHING 01 73 29-2

interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

1.5 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed.

1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers.

2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect in-place construction during cutting and patching to prevent damage.

Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

CUTTING AND PATCHING 01 73 29-3

3.3 PERFORMANCE

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.

4. Excavating and Backfilling: Comply with requirements in applicable Division 31 Sections where required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

a. Clean piping, conduit, and similar features before applying paint or other finishing materials.

b. Restore damaged pipe covering to its original condition.

3. Floors and Walls: Where walls or partitions that are removed 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 in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

CUTTING AND PATCHING 01 73 29-4

4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition.

D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials.

END OF SECTION 01 73 29

CLOSEOUT PROCEDURES 017700-1

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

5. Repair of the Work.

6. All Closeout Deliverables shall be submitted to OWNER in electronic format unless specifically noted otherwise herin.

B. Related Requirements:

1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements.

2. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS

A. Closeout Manuals: Manuals containing documentation required for closeout procedure verification. Three (3) separate PDF manuals, as follows: Architectural, Mechanical/Plumbing and Electrical.

B. Environmental Closeout Manual: Collection of PDF documents certifying to OWNER that Project was permitted, constructed, and inspected in compliance with all regulatory requirements, the required disposals and/or recycling activities were documented and certified, all inspections and final clearances required by AHJs have been issued/filed, MSDS information has been submitted, and all notable environmental occurrences related to Project are documented and filed.

1. Due from A/E at Substantial Completion. CM/GC shall submit to A/E prior to Substantial Completion for A/E’s review and approval.

CLOSEOUT PROCEDURES 017700-2

2. Separate PDF files are required for each document listed in the Environmental Closeout Checklist. Each category and all subcategories of files must be bookmarked.

3. Once manual is approved by A/E, CM/GC shall complete and submit the Environmental Affairs Project Closeout Checklist to PM. PM shall submit to OWNER Director of Environmental Compliance for review/approval.

4. OWNER Environmental Compliance will review and provide final signature of approval on the Environmental Affairs Project Closeout Checklist.

5. CM/GC to provide written, signed statement that delineates any major environmental divisions that are not applicable to the project. If all divisions apply, the Contractor shall so state.

C. Warranties & Guarantees Manual, Hard Copy: One (1) hard-copy binder including originals of each Warranty and/or Guarantee as required by Architect’s Project Specification Sections.

D. A/E Consolidated Punch List Sign-Off: Master Consolidated Punch List includes all Punch Lists from OWNER Maintenance and each OWNER Stakeholder, PM Team, along with each Engineer, Designer, and Sub-Consultant. Each item on the Final Punch List must be initialed/dated by the Author as “COMPLETE”, and merged into (1) final PDF document.

E. General Requirements Sign-Off: Listing of every item procured with General Requirements funding by CM/GC at $75 or more, including date and signature of OWNER representative authorized to assume possession of item at completion of Project.

F. As-Built Drawings: During Construction, kept at Project site and updated on a weekly basis to reflect ASIs, Bulletins, PRs, RFIs, and all other field adjustments.

G. As-Built Manuals: During Construction, kept at Project site and updated on weekly basis with selected/approved/installed manufacturers and model numbers circled. Unused items are stricken-through.

H. Certificate of Occupancy: Issued by the Building Code Compliance Office (BCCO) documenting, “the described structure or portion of the structure has been inspected for compliance with the requirements of the FBC for the occupancy and division of occupancy and the use for which the occupancy is classified.”

I. Certificate of Substantial Completion: Four (4) originals of OWNER Form “CP 1510” to be signed by CM/GC, A/E, and OWNER, which states that the Architect/Engineer has inspected the subject property, and the Work is found to be substantially and sufficiently complete in accordance with the approved Contract documents so that the Owner can occupy or utilize the Work for its intended use. Date of Substantial Completion signifies initial commencement of the Warranty Period, and date on which OWNER Maintenance becomes responsible for continuing care, maintenance and warranty protection. Four (4) originals shall be distributed as follows: OWNER A/E, CM/GC, spare.

J. Certificate of Final Inspection: Four (4) originals of OWNER Form “CP 1520” to be issued by OWNER for all projects exceeding $300,000, signed by the Superintendent, Architect and BCCO, stating that the Project has been completed in accordance with the Contract Documents and applicable Building Codes.

CLOSEOUT PROCEDURES 017700-3

K. Record Drawings and Record Project Manuals: Final version of Construction Documents (Drawings and Project Manuals) which incorporate all As-Built information provided by the CM/GC to the Architect and verified by the PM Team.

L. Final OWNER Pay Application: One (1) signed/notarized packet, including insurance certificates, contractor’s affidavit of payment of debts and claims, contractor’s affidavit of release of Liens, consent of surety to final payment, evidence that claims have been settled, final liqui-dated damages settlement statement, final M/WBE report, identify GR Savings, identify Buy-out Savings, identify self-perform work.

M. OEF 564 Cost Breakdown Information: CM/GC shall provide OWNER with accurate, comprehensive information regarding final Cost of Construction amounts for specific categories of scopes of work included in the CM/GC’s contract. OWNER is required to report this information, along with other Project costs, to the Department of Education at Project Completion.

1.4 ACTION SUBMITTALS

A. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

B. Certified List of Incomplete Items: Final submittal at Final Completion.

1.5 CLOSEOUT SUBMITTALS

A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

C. Closeout Process:

1. Pre-Closeout Meeting:

a. Shall be held a minimum of 30-days in advance of the projected Substantial Completion inspection. Purpose of the meeting is to review all Closeout deliverables, and establish a tentative date for the Substantial Completion Inspection. PM shall provide 2-weeks advance notification to all invited attendees. Required attendees shall be: PM, CM/GC and primary Sub-Contractors, A/E and primary Sub-Consultants.

2. Review of Closeout Deliverables:

a. CM/GC submits to Architect: For each Closeout Deliverable, CM/GC shall submit to Archi-tect per the due dates listed in enclosed “Closeout Deliverable Schedule”. 1. After submitting the set due at 50% Construction Completion, partial submittals shall not be accepted, with the exception of Phased Projects which have individual Contrac-tual Substantial Completion dates.

b. Architect performs review: Architect shall review each Closeout Deliverable within the al-lotted time frame required by the OWNER/Architect contract for “Submittal Review Time”.

CLOSEOUT PROCEDURES 017700-4

c. Architect submits to PM Team: Architect will then attach transmittal with review stamp and date to the Closeout deliverable, upload to OWNER’ FTP site, and send email notification to Design.Construction@OWNER.net, the PM, and the PM Team’s Closeout Manager.

d. PM Team performs review: Once reviewed by Architect, the PM Team’s Closeout Manager will review with PM staff and forward review comments to Architect and CM/GC.

e. PM Team submits to OWNER: After PM Team reviews and approves each Closeout Delivera-ble, PM Team shall submit deliverable with transmittal to OWNER. Transmittal will clearly identify location of item on OWNER Facilities Server.

f. NOTE: When Architect uploads Closeout Deliverables to PM Team, Architect shall clearly identify item as Closeout.

3. Confirmation of Approval for Closeout Deliverables:

a. The Project Closeout Checklist shall serve as the final confirmation of OWNER’ acceptance of all Closeout Deliverables.

b. The PM Team will insert completion dates on this checklist as progress is made.

c. Once all deliverables are satisfied, the PM Team will circulate for electronic signatures. 1. Order of signatures is as follows: a. CM/GC

b. Architect of Record

c. PM (PM Team’s Closeout Manager to Initial)

d. Facilities Project Manager, P&D (Planning/Archives Team Member to Initial)

e. Facilities Program Director, Construction

f. Senior Director Facilities, Construction

d. Fully executed “Project Closeout Checklist” is required to be presented with CFI during Document Review meeting.

1. Review/approval at Document Review meeting is prerequisite for CFI to progress as Agenda item on School Board Meeting.

1.6 MAINTENANCE MATERIAL SUBMITTALS

A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.

1.7 CLOSE OUT DOCUMENTATION AND PROCEDURES

a. Initial Submittal of all Closeout Manuals are due at 50% Construction Completion.

b. Electronic Manual Submittals: One (1) PDF file is required for each of the following manuals:

CLOSEOUT PROCEDURES 017700-5

1. Architectural

2. Mechanical / Plumbing

3. Electrical

c. For Electronic Manual Submittals, page 1 of each PDF shall be “Project Information Sheet”.

Each PDF file shall be bookmarked per Specification Section (number and name). Each bookmarked section shall contain five (5) bookmarks for each of the five (5) documents listed below. Note: If a particular Specification Section does not require one or more of the five (5) documents listed below, insert a placeholder sheet stating, “Not Required per Specification

Section”.

1. Specification Section Information Sheet

2. O&M Material (required for each type of product/equipment)

a. Manufacturer’s Recommended Care and Cleaning

b. Installation Instructions

c. Manufacturer’s parts lists including parts numbers

d. Filter Lists including sizes, locations and replacement schedule

e. Lubrication charts and schedules

f. Valve charts and schedules

g. Schematic piping and wiring diagrams

h. Pertinent diagrams of equipment with main parts identification

i. Special instructions

j. Any testing procedures for operating tests

k. Preventative Maintenance Instructions

l. Emergency instructions

m. Inspection Procedures

3. Copy of Warranties & Guarantees

a. In the event warranties require Owner signature, the Facilities Program Director shall sign only after receiving:

1. Summary from the PM stating where the warranty is referenced in the contract documents.

2. Confirmation from the AE that said warranty meets the intent of the contract documents.

3. Confirmation from the PM that the warranty complies with the contract documents with recommendation to execute.

CLOSEOUT PROCEDURES 017700-6

4. Spare Parts / Maintenance Stock

a. Submittal Register shall include required quantities and types for all spare parts / maintenance stock.

b. At minimum (2) weeks in advance of delivery date, draft Exhibit Ds listing the following information shall be submitted to Architect and PM Team for pre-approval:

quantity and type of each item listed on Equipment Schedule and/or Finish Schedule.

Form must be approved by Architect and PM Team in advance of delivering attic stock to OWNER.

c. During Pre-Closeout Meeting, PM shall define OWNER delivery address for each item (information provided by Area O&M Manager).

d. CM/GC shall secure signature of PM in advance of delivering attic stock to OWNER.

e. When delivery address is school site, CM/GC shall gather/organize items in a se-cure/lockable, weather-tight location pre-approved by PM and OWNER Maintenance.

f. Coordinate delivery dates/times in advance with OWNER Maintenance Representative Recipient.

g. CM/GC shall deliver to OWNER Area Maintenance at Substantial Completion.

h. When possible, label each package/box/container with description or ID tag from

Architect’s Finish Schedule or Equipment Schedule.

i. CM/GC to include completed/signed Exhibit Ds (transmittal sheet) in each Closeout

Manual, which is due to the PM Team from A/E within (30) calendar days of Substantial Completion. When possible, include description or ID tag from Architect’s Finish Schedule on Exhibit D.

5. Performance Verification/Demonstration to Owner

a. CM/GC to include all training requirements within Closeout Submittal Register, due to

A/E within (30) days of NTP.

b. During Pre-Closeout Meeting, define requirements of each training session.

c. Coordinate dates/times with each required Attendee, including School Principal, OWNER Maintenance, and all related OWNER Stakeholders.

d. The manufacturer’s representative and system consultant shall be present

e. Submit proof of start-up/final testing of systems.

f. CM/GC to include Exhibit E’s (sign-in sheets) in each Closeout Manual, which is due to the PM Team from A/E within (30) calendar days of Substantial Completion.

g. CM/GC to submit video documentation of each training session to A/E within (30) calendar days of Substantial Completion. Video must be in mpg format.

h. Develop a…