IPC_Parker_FINAL_Specifications.pdf

Indian Health Services BWS 1117.200

PARKER INDIAN HEALTH CENTER RENOVATIONS

CONSTRUCTION DOCUMENTS

PROJECT MANUAL CONTENTS 1

PROJECT MANUAL

PARKER INDIAN HEALTH CENTER RENOVATIONS

CONSTRUCTION DOCUMENTS

October 23, 2013

TECHNICAL SPECIFICATIONS

Division 0 – Bidding and Contract Documents

Division 1 – General Requirements 011100 Summary 013200 Construction Progress Documentation 013300 Submittals 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls 015010 Infection Control Procedures 016000 Product Requirements 017000 Execution Requirements 017400 Warranties 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents

Division 2 – Existing Conditions 024119 Selective Demolition

Division 3 – Concrete 033000 Cast-In-Place Concrete

Division 4 – Masonry – Not Used

Division 5 - Metals 053100 Steel Deck 054000 Cold-Formed Metal Framing 055000 Metal Fabrications

Division 6 – Wood, Plastics, and Composites 061000 Miscellaneous Rough Carpentry 064023 Architectural Woodwork 066400 Fiberglass Reinforced Plastic Panels (FRP)

Division 7 - Thermal and Moisture Protection 072100 Thermal Insulation 072140 Exterior Insulation and Finish System 075110 Patching Built-Up Roofing 078413 Firestopping 079200 Joint Sealers

PROJECT MANUAL CONTENTS 2

Division 8 - Doors and Windows 081113 Steel Doors and Frames 081416 Flush Wood Doors 088440 Install Aluminum Storefront Systems 087100 Hardware 088000 Glazing

Division 9 – Finishes 092500 Exterior Sheathing Panels 092900 Gypsum Drywall Systems 093000 Tile 095133 Acoustical Panel Ceilings 096500 Resilient Flooring and Resilient Accessories 096900 Modular Carpet 099000 Painting

Division 10 – Specialties 102123 Cubicle Track and Curtains 102600 Wall and Door Protection 102800 Toilet Accessories 101423 Room Signage 104413 Fire Extinguishers and Cabinets

Division 11 – Equipment 114001 Miscellaneous Equipment

Division 12 – Furnishings – Not Used Division 13 - Special Construction – Not Used Division 14 – Conveyances – Not Used

Division 21- Fire Protection 211100 Fire Protection

Division 22 – Plumbing 224000 Plumbing 226000 Medical Gas, Vacuum, and WAGD System

Division 23 – Heating, Ventilating and Air Conditioning 230500 Basic Mechanical Materials and Methods 230593 Testing, Adjusting, and Balancing 230700 Mechanical Insulation 230900 Energy Monitoring and Control System (EMCS) 232000 Building Services Piping 233000 Air Distribution 237000 Heating, Ventilating and Air Conditioning

Division 26 – Electrical 260500 General Electrical Provisions 262700 Basic Materials and Methods 265100 Lighting Fixtures

PROJECT MANUAL CONTENTS 3

Division 27 – Communications – Not Used Division 28 – Electronic Safety And Security – Not Used Division 31 – Earthwork – Not Used

Division 32 – Site Improvements 321313 Portland Cement Concrete Paving

END OF CONTENTS

Parker Hospital BWS 1117.200

SUMMARY 011100 - 1

SECTION 011100 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: The project consists of interior renovations to Indian Health Services hospital at Parker, AZ. Work includes finishes and systems at the indicated areas, and also some minor exterior building modifications, including addition of a door and revisions to a metal sun shade.

1. Project Location: Parker, Ariziona

2. Owner: Indian Health Services.

B. Architect Identification: The Contract Documents, dated October 23, 2013, were prepared for the Project by Burns Wald-Hopkins Shambach Architects (BWS) and their consultants.

1.3 USE OF PREMISES

A. Coordinate with Owner for continued use of facilities that must remain in place while construction is underway, including utilities.

1.4 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the

49-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. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.

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:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents may be 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.

65% CONSTRUCTION DOCUMENTS

Summary 011100- 2

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.

1.5 LAYING OUT OF THE WORK: Prior to commencing work, the Contractor shall carefully compare and check all drawings, each with the other, that in any way affect the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verifications and adjustments. Any duplication of work made necessary by failure or neglect on the Contractor's part to comply with this provision shall be done at his sole expense.

A. The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Owner.

B. If there is a discrepancy between documents, the most stringent requirements shall be assumed to apply to the work. Contractor shall not scale drawings if dimensions are not shown, but ask for clarification from the architect.

C. Surveys, Benchmarks, Lines and Levels: Working from data established by his property survey, Contractor shall establish and maintain benchmarks and other dependable markers and set lines and levels for the work on site as needed to properly locate each element of entire project. Contractor shall calculate and measure required dimensions as shown (within recognized tolerances). Contractor shall not scale drawings to determine dimensions. Contractor shall advise tradesmen performing the work of marked lines and levels provided for their use in layout of work.

D. EXISTING CONDITIONS:

1. The existing utilities and other conditions shown or referred to on the drawings or in the specifications were located from existing reference drawings. While it may be reasonable to assume that the locations are reasonably accurate, the Contractor shall utilize Blue Staking Services or IHS facilities information as available for all areas where existing utilities are known or thought to exist.

Contractor should use extreme caution in trenching, cutting asphalt or concrete, etc., in the event that existing utilities are other than as may indicated on the drawings.

2. If the Contractor should encounter utilities or conditions not shown on available reference materials, immediately notify the Architect who will direct Contractor in removal, repair, and/or rerouting of utilities and resolution of unexpected conditions.

3. Utility Shutdowns: Contractor shall coordinate closely with Owner’s

Representative for all utility shutdowns and changeovers. Provide a minimum of 48 hour notice for any shutdown.

SUMMARY 011100 - 3

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011100

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

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 documenting the progress of construction during performance of the Work, including the following:

1. Preliminary construction schedule.

2. Contractor's construction schedule.

3. Digital photographs.

B. Related Requirements:

1. Section 013300, Submittal Procedures for submitting schedules and reports.

2. Section 014000, Quality Requirements for submitting a schedule of tests and inspections.

3. Section 017700, Closeout Procedures.

1.3 COORDINATION

A. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

B. Coordinate preparation and processing of schedules and reports with the performance of construction activities.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Owner.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Owner’s administrative procedures necessary for certification of Substantial Completion.

4. Punch List and Final Completion: Include not more than 20 days for completion of punch list items and final completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Products Ordered in Advance: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

3. Owner-Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

4. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Seasonal variations.

c. Environmental control.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

E. Contract Modifications: For each proposed contract modification, and concurrent with its submittal, prepare a time-impact analysis to demonstrate effect of proposed change on overall project schedule.

F. Compure Sofware: Prepare schedules using a program developed specifically to manage construction schedules.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule]. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

C. Contractor's Construction Schedule Updating: At regular project meetings, update schedule to reflect actual construction progress and activities.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

3. As the Work progresses, indicate final completion percentage for each activity.

D. Distribution: Distribute copies of approved schedule to Owner, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

2.3 DIGITAL PHOTOGRAPHS

A. Periodic Construction Photographs: Take ten digital photographs weekly, with submittal each month to coincide with date of Application for Payment. Select vantage points to best show status of construction and progress since the last photographs were taken.

B. Final Construction Photographs: Take forty digital color photographs after Date of Substantial Completioni for submittal as Project Record Documents. Owner will direct photographer to desired vantage points.

END OF SECTION 013200

SUBMITTALS 013300 - 1

SECTION 013300 - SUBMITTALS

A. RELATED DOCUMENTS: Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification sections, apply to work of this section.

B. DESCRIPTION OF REQUIREMENTS:

1. General: The types of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division-1 sections and other contract documents for requirements of administrative submittals.

2. Definitions: Work-related submittals of this section are categorized for convenience as follows:

a. Shop drawings include specially-prepared technical data for the project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to more than one project.

b. Product data include standard printed information on materials, products and systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein.

Include manufacturer's standard printed recommendations for application and use, compliance with standards, applications for labels and seals, maintenance information, and special coordination requirements for installation.

c. Samples include both fabricated and unfabricated physical examples of materials, products and units of work; both as complete units and as smaller portions of units of work; either for limited visual inspection or (where indicated) for more detailed testing and analysis.

d. Miscellaneous submittals related directly to the work (non-administrative) include warranties, coordination drawings, maintenance agreements, workmanship bonds, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar information, devices and materials applicable to the work and not processed as shop drawings, product data or samples.

SUBMITTALS 013300 - 2

C. Intent: Architect's review of shop drawings is intended to be a preview of what the Contractor intends to provide and will function as an effort to foresee unacceptable materials or methods and to avoid the possibility of their rejection at the project site.

Architect will review submittals only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. The Contractor is responsible for dimensions to be confirmed at the site; for information that pertains solely to fabrication processes or to the means, methods, techniques, sequences and procedures of construction; for actual quantities of items to be furnished; and for coordination of the work of all trades. The Architect's approval of a specific item does not indicate approval of an assembly of which the item is a component.

D. GENERAL SUBMITTAL REQUIREMENTS:

1. Coordination and Sequencing: Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different submittals for same work, and for interfacing units of work, so that one unit of work will not be delayed for coordination with another.

2. No fabrication of work shall be done or any parts thereof shipped to site prior to approval of required submittals for such work.

3. Submittals will not be reviewed which do not bear Contractor's signature and statement that Contractor has reviewed submittal and the contents of the submittals are in full conformity with the contract documents, except as noted.

Contractor will be held responsible for any delay in the progress of the work which may be due to his failure to observe these requirements, and the time for the completion of his contract will not be extended on account of his failure to submit information promptly.

4. Review Times: The schedule of shop drawings shall include 14 days for review of each submittal by the Architect, although the Architect will attempt to review submittals as quickly as possible. For complex submittals allow for a ten day resubmittal review time by the Architect. Revise submittal schedule and resubmit when progress deviates from previous schedule by 7 days.

E. Preparation of Submittals: Each submittal shall be provided a tracking number which always identifies only that particular submittal. Provide permanent marking on each submittal to identify project, date, Contractor, subcontractor, submittal name and similar information to distinguish it from other submittals. Show Contractor's executed review and approval marking and provide space for Architect's "Action" marking. Package each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through Contractor's office will be returned "without action".

1. On the transmittal with the submittal record the specification division number and title (for instance, 074213 – Metal Roofing). Also place tracking number on each submittal and record it in the submittal log.

SUBMITTALS 013300 - 3

2. Installer's Copy: Do not proceed with ordering or installation of materials, products or systems until final copy of applicable submittal is in possession of Installer.

3. Quality Control Site Copy: Maintain a complete set of submittals at the project site, available for review and quality control comparisons by the Owner and Architect.

F. Additional Distribution and Coordination of Submittals by Contractor: Provide additional distribution of submittals (not included in foregoing copy submittal requirements) to subcontractors, suppliers, fabricators, installers, governing authorities and others as necessary for proper coordination of the work. Include such additional copies in transmittal to Architect where required to receive "Action" marking before final distribution.

Show such distributions on transmittal forms.

G. SPECIFIC-CATEGORY SUBMITTAL REQUIREMENTS:

1. General: Submit electronically if at all possible. If submittals are too large, or too complex, submit hard copies. Submit 6 copies minimum.

2. Shop Drawings: Provide newly-prepared information, with graphic information at accurate scale (except as otherwise indicated), with name of preparer indicated (firm name). Show dimensions and note which are based on field measurement.

Identify materials and products in the work shown. Indicate compliance with standards, and special coordination requirements. Do not allow shop drawing copies without appropriate final "Action" markings by Architect or consultant to be used in connection with the work.

a. If submitting electronically, ensure that pdf’s or other types of documents are legible before transmitting.

3. Product Data: Collect required data into one submittal for each unit of work or system; and mark each copy to show which choices and options are applicable to project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, application of labels and seals, notation of field measurements which have been checked, and special coordination requirements. Maintain one set of product data (for each submittal) at project site, available for reference by Architect and others.

5. Material safety data sheets (MSDS):

a. Provide the Owner with MSDS for all material which may affect building occupants 14 days prior to delivery of material to the job site (or with initial submittal on material).

b. Contractor shall maintain binder at the job site with MSDS for all materials used in the work.

SUBMITTALS 013300 - 4

6. Submit all submittals for equipment in a given system, such as an air handling system, at one time.

a.. Piping, conduit, equipment, etc. submittals shall be accompanied with support/suspension information intended to be used for installation.

7. Submittal: Submittals may be transmitted digitally to the Architect who will review or forward to the Consulting Engineer, as needed.

8. Samples: Provide units identical with final condition of proposed materials or products for the work. Include "range" samples (not less than 3 units) where unavoidable variations must be expected, and describe or identify variations between units of each set. Provide full set of optional samples where Architect's selection is required. Prepare samples to match Architect's sample where so indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards. Samples are submitted for review and confirmation of color, pattern, texture and "kind" by Architect. Architect will not "test" samples (except as otherwise indicated) for compliance with other requirements, which are therefore the exclusive responsibility of the Contractor.

9. Inspection and Test Reports: Classify each as either "shop drawing" or "product data", depending upon whether report is uniquely prepared for project or a standard publication of workmanship control testing at point of production, and process accordingly.

10. Standards: Where submittal copy is indicated, and except where specified integrally with "Product Data" submittal, submit a single copy for Architect's use.

Where workmanship at project site and elsewhere is governed by standard, furnish additional copies to fabricators, installers and others involved in performance of the work.

11. Closeout Submittals: Refer to Section 017700, Closeout Procedures for specific requirements on submittal of closeout information, materials, tools and similar items. Comply with these requirements unless other more stringent requirements are specified elsewhere.

12. Record Document Copies: Furnish one set.

13. As-Builts: See requirements of Section 017700, Closeout Procedures.

14. Operation and Maintenance Manuals: Furnish neatly bound and labeled copies, arranged and in number as specified in particular divisions of work.

15. Materials and Tools: Refer to individual work sections for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

H. ACTION ON SUBMITTALS:

SUBMITTALS 013300 - 5

1. Architect's Action: Where action and return is required, Architect will review each submittal and return with comments within a reasonable period of time. Where submittal must be held for coordination, Contractor will be so advised without delay.

2. Review comments may be interpreted as follows:

"Approved" "Reviewed": Work may proceed, provided it complies with Contract Documents.

"Approved As Noted" “Correct as Noted” “Reviewed with Comments”: Work may proceed, provided it complies with notations and corrections on submittal and with Contract Documents.

Revise and Resubmit" or "Not Approved" "Rejected" “Submit Specified Item”:

Do not proceed with the work. Revise submittal in accordance with notations and corrections, and resubmit without delay.

END OF SECTION 013300

QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

1.1 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for quality assurance and quality control.

B. Testing services are required to verify compliance with requirements specified or indicated.

These services do not relieve Contractor of responsibility for compliance with Contract Documents. All materials testing and special inspections required by Contract Documents, and International Building Code will be performed by a firm hired by Pima County.

1. Quality-control requirements for individual construction activities are specified in individual Sections (e.g., Section 033000, Cast in Place Concrete). Requirements in those Sections may also cover production of standard products.

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

3. The requirements for structural special inspections are indicated in General Structural Notes in Drawings.

C. Related Sections:

1. Refer to Divisions 2 through 33 for additional quality requirements.

1.2 DEFINITIONS

A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with Specifications.

B. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with Specifications.

Services do not include contract enforcement activities performed by Architect.

C. Testing Agency: An independent agency engaged to perform materials tests, special inspections, or both.

D. Mockups: Full-size physical eamples assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects, and where indicated, qualities of material and execution, and to review construction, coordination, testing or operation. They are not samples. Mockups establish the standard by which the work will be judged.

QUALITY REQUIREMENTS 014000 - 2

1.3 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1.4 SUBMITTALS

A. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.

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

1. Specification Section number and title.

2. Entity responsible for performing tests and inspections.

3. Description of test and inspection.

4. Identification of applicable standards.

5. Identification of test and inspection methods.

6. Number of tests and inspections required.

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

8. Requirements for obtaining samples.

C. Reports: Testing agency will prepare and submit certified written reports that include:

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.

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

10. Ambient 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.

1.5 QUALITY ASSURANCE

A. 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.

QUALITY REQUIREMENTS 014000 - 3

B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

C. 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.

D. 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.

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

1. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect and Owner, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from Contract Documents.

F. 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. Fabricate and install test assemblies using installers who will perform the same tasks for the project. .

e. When testing is complete, remove test specimens, assemblies,; do not reuse products on Project.

G. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:

1. Build mockups in location and of size indicated or, if not indicated, as directed by Owner.

2. Notify Owner 7 days in advance of dates and times when mockups will be constructed.

3. Demonstrate the proposed range of aesthetic effects and workmanship.

4. Obtain Owner's approval of mockups before starting work, fabrication, or construction.

5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.

9. Demolish and remove mockups when directed unless otherwise indicated.

QUALITY REQUIREMENTS 014000 - 4

H. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with experience and capability to conduct testing, and inspections indicated, as documented according to ASTM E 548. Additional qualifications are specified in individual Sectoins.

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

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

Laboratory Accreditation Program.

1.6 QUALITY CONTROL

A. Contractor Responsibilities:

1. Notify testing agencies at least 48 hours in advance of time when Work that requires testing or special inspections will be performed.

B. Special Tests and Inspections: Testing agency will conduct tests and special inspections required by authorities having jurisdiction, by Contract Documents,and by International Building Code.

1. Testing agency will notify Architect, Owner and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.

2. Testing agency will submit a certified written report of each test, inspection, and

3. similar quality control service to Architect, Owner, and Contractor.

4. Testing agency will submit a final report of material tests and special inspections at

Substantial Completion, which includes a list of unresolved deficiencies.

5. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from Contract Documents.

6. Testing agency will retest and reinspect corrected work. All retests and reinspections will be paid for by Contractor.

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

D. Retesting/Reinspecting: Quality-control services, including retesting and reinspecting, will be done for construction that revised or replaced Work that failed to comply with requirements established by Contract Documents.

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

6. Security and protection for samples and for testing and inspecting equipment at

Project site.

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

QUALITY REQUIREMENTS 014000 - 5

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

PART 2 - PRODUCTS (Not Applicable)

PART 3 – EXECUTION

3.1 REPAIR AND PROTECTION

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

1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of 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 014000

REFERENCES 014200 - 1

SECTION 014200 - REFERENCES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed."

D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."

E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Installer": 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.

J. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

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1.3 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated.

C. Conflicting Requirements: 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.

1. 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.

D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source and make them available on request.

E. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.

ADAAG

Americans with Disabilities Act (ADA)

Accessibility Guidelines for Buildings and Facilities Available from Access Board (800) 872-2253 www.access-board.gov (202) 272-5434

CFR Code of Federal Regulations Available from Government Printing Office (888) 293-6498 www.access.gpo.gov/nara/cfr (202) 512-1530

CRD Handbook for Concrete and Cement Available from Army Corps of Engineers Waterways Experiment Station (601) 634-2355 www.wes.army.mil

DOD Department of Defense Specifications and Standards Available from Defense Automated Printing Service (215) 697-6257 www.astimage.daps.dla.mil/online

FED-STD Federal Standard (See FS)

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FS Federal Specification Available from Defense Automated Printing Service (215) 697-6257 www.astimage.daps.dla.mil/online

Available from General Services Administration (202) 619-8925 www.fss.gsa.gov/pub/fed-specs.cfm

Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org

FTMS Federal Test Method Standard (See FS)

MILSPEC Military Specification and Standards Available from Defense Automated Printing Service (215) 697-6257 www.astimage.daps.dla.mil/online

1.4 ABBREVIATIONS AND ACRONYMS

A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S."

B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.

Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.

AA Aluminum Association, Inc. (The) (202) 862-5100 www.aluminum.org

AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com

AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com

AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org

AAN American Association of Nurserymen (See ANLA)

AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.aashto.org

AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org

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ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org

ACI American Concrete Institute/ACI International (248) 848-3700 www.aci-int.org

ACPA American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org

AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org

AGA American Gas Association (202) 824-7000 www.aga.org

AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org

AHA American Hardboard Association (847) 934-8800 www.hardboard.org

AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org

AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400

AISI American Iron and Steel Institute (202) 452-7100 www.steel.org

ALCA Associated Landscape Contractors of America (800) 395-2522 www.alca.org (703) 736-9666

ALSC American Lumber Standard Committee (301) 972-1700

AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org

ANLA American Nursery & Landscape Association (202) 789-2900 (Formerly: AAN - American Association of Nurserymen) www.anla.org

ANSI American National Standards Institute (202) 293-8020 www.ansi.org

APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org

API American Petroleum Institute (202) 682-8000 www.api.org

ARI Air-Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org

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ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300

ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers www.ashrae.org (404) 636-8400

ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (212) 591-7722 www.asme.org

ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org

ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org

AWCI AWCI International (703) 534-8300 (Association of the Wall and Ceiling Industries International) www.awci.org

AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600

AWPA American Wood-Preservers' Association (817) 326-6300 www.awpa.com

AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353

AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711

BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com

CCFSS Center for Cold-Formed Steel Structures (573) 341-4471 www.umr.edu/~ccfss

CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org

CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org

CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607

CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org

CSI Construction Specifications Institute (The) (800) 689-2900

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www.csinet.org (703) 684-0300

CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org

DHI Door and Hardware Institute (703) 222-2010 www.dhi.org

FGMA Flat Glass Marketing Association (See GANA)

FM Factory Mutual System (See FMG)

FMG FM Global (401) 275-3000 (Formerly: FM - Factory Mutual System) www.fmglobal.com

GA Gypsum Association (202) 289-5440 www.gypsum.org

GANA Glass Association of North America (785) 271-0208 (Formerly: FGMA - Flat Glass Marketing Association) www.glasswebsite.com/gana

GTA Glass Tempering Division of Glass Association of North America (See GANA)

HMMA Hollow Metal Manufacturers Association (See NAAMM)

HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org

ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net

IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org

IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org

IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org

IGMA Insulating Glass Manufacturers Alliance (The) (613) 233-1510 www.igmaonline.org

ISSFA International Solid Surface Fabricators Association (702) 567-8150

LMA Laminating Materials Association (201) 664-2700 (Formerly: ALA - American Laminators Association)

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www.lma.org

LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (847) 577-7200

LSGA Laminated Safety Glass Association (See GANA)

MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com

MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org

ML/SFA Metal Lath/Steel Framing Association (See SSMA)

MPI Master Painters Institute (888) 674-8937 www.paintinfo.com

MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc.

www.mss-hq.com

NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org

NAAMM North American Association of Mirror Manufacturers (See GANA)

NACE NACE International (281) 228-6200 (National Association of Corrosion Engineers International) www.nace.org

NAIMA North American Insulation Manufacturers Association (703) 684-0084 (The) www.naima.org

NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org

NCPI National Clay Pipe Institute (414) 248-9094 www.ncpi.org

NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com

NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org

NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org

NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org

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NETA InterNational Electrical Testing Association (303) 697-8441 www.netaworld.org

NFPA National Fire Protection Association (800) 344-3555 www.nfpa.org (617) 770-3000

NFRC National Fenestration Rating Council (301) 589-6372 www.