B01 Attachment 6 Hopi Quarters Specifications.pdf

ARCHITECTS

261 North Court Avenue

Tucson, Arizona 85701

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

BURNS WALD-HOPKINS SHAMBACH ARCHITECTS

CONSULTANTS

BWS Project Number:

CONSTRUCTION DOCUMENTS

10/6/2022

1818.800

HOPI HEALTH CARE CLINIC

HOPI QUARTERS

CIVIL

EEC

555 E River Road, Suite 301

Tucson, AZ 85704 Phone: (520) 321-4625

STRUCTURAL

Turner Structural Eng.

2806 N Alvernon Way, Suite 400

Tucson, AZ 85712 Phone: (520) 323-3422

MECHANICAL

Adams & Associates 6422 E Speedway BLVD, Suite 130

Tucson, AZ 85710 Phone: (520) 323-3858

ELECTRICAL

M3 Engineering 2051 W Sunset Rd

Tucson, AZ 85704 Phone: (520) 293-1488

Polacca, Arizona

IHS PROJECT NO.PH21KC01Q3

10/ 6/

LANDSCAPE

McGann & Associates 6814 N Oracle Rd, Suite 210

Tucson, AZ 85704 Phone: (520) 297-9540

INTERIOR DESIGN

J Sweets Commercial Designs, LLC 10441 E Avalon Park St

Tucson, AZ 85747 Phone: (520) 975-3317

Indian Health Service IHS PH21KC01Q3 HHCC Quarters Design BWS 1818.800

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS - CONTENTS PG. 1

PROJECT MANUAL

Indian Health Service HHCC Quarters Design

CONSTRUCTION DOCUMENTS

October 6, 2022

TECHNICAL SPECIFICATIONS

Division 1 – General Requirements 011100 Summary 013100 Project Meetings 013300 Submittals 014000 Quality Requirements 014200 References 015000 Temporary Facilities 016000 Product Requirements 017400 Warranties 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents

Division 3 - Concrete 033000 Cast-In-Place Concrete

Division 5 – Metals 050000 Miscellaneous Metal Fabrications 051200 Structural Steel 055000 Metal Fabrications

Division 6 – Wood, Plastics, and Composites 061000 Rough Carpentry 061753 Metal-Plate-Connected Wood Trusses 061850 Structural Glue-Laminated Timber

Division 7 - Thermal and Moisture Protection 072100 Insulation 072410 Exterior Insulation and Finish Systems (EIFS) 072700 Air Barriers (Building Wrap) 074113 Preformed Metal Roofing 074600 Fiber Cement Vertical Panel System 078400 Firestopping 079200 Joint Sealers

CONSTRUCTION DOCUMENTS - CONTENTS PG. 2

Division 8 - Doors and Windows 081113 Steel (Hollow Metal) Doors and Frames 081433 Interior Stile and Rail Wood Doors - Single Swing, Bi-Fold, and Sliding 081444 Fiberglass Entry Doors 081673 Fiberglass Sliding Doors 083113 Access Doors and Frames 085413 Fiberglass Picture and Casement Windows 086200 Tubular Skylights 087100 Door Hardware Door Hardware Schedule Door Hardware Door Index 088300 Frameless Mirrors

Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 096500 Resilient Base 099000 Painting

Division 10 – Specialties 102800 Toilet, Bath and Shower Accessories 104413 Fire Extinguishers, Cabinets and Accessories

Division 12 – Furnishings 123530 Residential Casework 123640 Stone Countertops

Division 21- Fire Protection 211100 Fire Protection

Division 22 – Plumbing 224000 Plumbing

Division 23 – HVAC 230500 Basic Mechanical Materials and Methods 230593 Testing, Adjusting, and Balancing (TAB) 230700 Mechanical Insulation 232000 Building Services Piping 233000 Air Distribution

237000 HVAC

Division 26 – Electrical – See Drawings

CONSTRUCTION DOCUMENTS - CONTENTS PG. 3

Division 31 – Earthwork 312000 Earth Moving

Geotechnical Evaluation Report from Western Technologies Inc. - Reference No. 2522JB014

313116 Termite Control

Division 32 – Exterior Improvements 321313 Portland Cement Concrete Paving 328000 Irrigation System 329000 Landscape Work

END OF CONTENTS

CONSTRUCTION DOCUMENTS

SUMMARY 011100 - 1

SECTION 011100 - SUMMARY

PART 1 – GENERAL

1.1 SUMMARY

A. A summary of the specifications as part of the Contract Documents

1.2 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.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: The project consists of providing residential quarters for staff working at Hopi Health Care Clinic.

1. Project Location: Polacca, Arizona

2. Owner: Indian Health Service Facilities Design & Construction

B. Architect Identification: The Contract Documents, dated October 6, 2022 were prepared for the Project by Burns Wald-Hopkins Shambach Architects (BWS) and their consultants.

1.4 USE OF PREMISES

A. Contractor shall have full use of the site within Contract Limit Lines indicated for construction operations during the construction period.

1.5 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

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SUMMARY 011100 - 2

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.

1.5 DOCUMENT MANAGEMENT

A. Section 013300 – Submittals: Submittals describe the requirement that the General Contractor procures use of Submittal Exchange or ProCore for the duration of the construction portion of the project. This shall be a cloud-based project management system that allows residence and management of all project documents, including drawings and specifications, submittals, RFI’s, ASI’s, COR’s/Proposal Requests, etc.

The GC shall administer the program during the construction period and provide general document management for the entire project construction team.

1.6 LAYING OUT OF THE WORK

A. 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.

B. 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.

C. 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.

D. 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.

E. Existing Conditions

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SUMMARY 011100 - 3

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 other information as available for to verify all existing utilities. Contractor should use extreme caution in trenching, cutting asphalt, etc.

a. Reference also the Geotechnical Investigation Report by Western Technologies Inc., March 7,2022 – Reference No. 2522JB014. These are included after Section 312000 – Earth Moving.

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. Contractor shall conduct a planning meeting with all affected parties, coordinated with the Owner’s Representative, a minimum of 2 weeks prior to any required shutdown.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 011100

CONSTRUCTION DOCUMENTS

PROJECT MEETINGS 013100 - 1

SECTION 013100 - PROJECT MEETINGS

PART 1 – GENERAL

1.1 SUMMARY

A. This section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Pre-construction conference

2. Pre-Installation Conferences as noted in individual spec sections

3. Coordination meetings

4. Progress meetings

1.2 RELATED DOCUMENTS

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

1.3 PRECONSTRUCTION CONFERENCE:

A. To be held after execution of the Agreement and prior to commencement of construction activities.

B. Attendees: The Owner, Architect, and their consultants, the Contractor and his/her superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Deliverable: Fully developed and vetted critical path construction schedule.

D. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Critical work sequencing

2. Designation of responsible personnel

3. Procedures for processing change orders

4. Procedures for processing applications for payment

5. Distribution of contract documents

6. Process for submittals of shop drawings, product data and samples

7. Preparation of record documents

8. Office, work, access, and storage areas

9. Equipment deliveries and priorities

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PROJECT MEETINGS 013100 - 2

10. Housekeeping

11. Working hours

E. The Owner’s Representative will chair the conference, record significant discussions, and electronically distribute copies of minutes of the conference promptly to everyone concerned.

1.4 COORDINATION MEETINGS:

A. Conduct coordination meetings with subcontractors as required to expedite job progress.

Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved.

C. The General Contractor will chair the meetings, record significant discussions of each meeting, and electronically distribute copies of minutes of each meeting promptly to everyone concerned.

1.5 PROGRESS MEETINGS:

A. Job site meetings may be called by Owner as deemed necessary to coordinate, expedite, or schedule the work of this contract. At a minimum, meetings shall be held weekly at the job site with the Owner's representative(s), Architect's representative, and Contractor's Project Manager and Site Superintendent. Weekly progress meetings will continue through to final completion of the project. The Contractor will report on the progress of the construction, review "as-built" conditions, and provide an update on the schedules.

Conduct weekly progress meetings at the Project site. Coordination meetings may be held concurrently with progress meetings.

B. Agenda: Review, correct and approve minutes of the previous progress meeting. Include topics for discussion as appropriate to the current status of the project.

C. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's construction schedule, whether on time or behind schedule. Determine how construction behind schedule will be expedited;

secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Review other items of significance that could affect progress.

D. Documentation Status: Review status of critical submittals, requests for information, proposal requests/change proposals, change orders, and similar items.

E. The Architect will chair the meetings, record significant discussions and, soon after each meeting, electronically distribute copies of minutes of each meeting to each party present and to other members of the construction team.

PART 2 – PRODUCTS (Not Used)

END OF SECTION 013100

CONSTRUCTION DOCUMENTS

SUBMITTALS 013300 - 1

SECTION 013300 - SUBMITTALS

PART 1 – GENERAL

1.1 SUMMARY

A. Work related submittals including shop drawings, product data, samples and non-administrative miscellaneous submittals related directly to the work.

1.2 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.

A. Coordination Drawings: The contractor shall work with appropriate subcontractors to provide coordination drawings for all work above ceilings. Drawings shall fully address mechanical, electrical, data, fire sprinklers, fire alarm, and other systems as appropriate.

1.3 RELATED SECTIONS

A. Section 011100 – Summary: Summary for general discussion of cloud-based project management during construction, which shall be provided and administered by the General Contractor. Particular requirements for its use are included in this Submittals section.

1.4 DESCRIPTION OF REQUIREMENTS:

A. General:

Submittals, (as well as other project documentation, such as RFI, COR, ASI, drawings, specifications, etc.), will be handled through the cloud-based document management program described in this section.

B. 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.

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

1. 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.

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SUBMITTALS 013300 - 2

2. 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.

3. 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.

a. Approved physical samples shall be delivered to the job site and be maintained in the job site office.

4. 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.

1.5 INTENT

A. The review of shop drawings is intended to be a preview of what the Contractor intends to provide and functions as an effort to foresee unacceptable materials or methods and to avoid the possibility of their rejection at the project site. Review of submittals will be only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. Review of shop drawings does not preclude Contractor from meeting all requirements of the Contract Documents and providing the work as documented therein.

B. 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.

1.6 GENERAL SUBMITTAL REQUIREMENTS

A. 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. The Contractor shall provide a list of all required submittals, along with a sequence that the submittals will be provided, for review by the Architect.

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

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SUBMITTALS 013300 - 3

C. 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.

D. Review Times: The schedule of shop drawings shall include 14 calendar 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-calendar day resubmittal review time by the Architect, if required. Revise submittal schedule and resubmit when progress deviates from previous schedule by 7 calendar days.

1.7 PREPARATION OF SUBMITTALS

A. 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. 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.

1.8 ADDITIONAL DISTRIBUTION AND COORDINATION OF SUBMITTALS BY CONTRACTOR

A. 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.

1.9 SPECIFIC-CATEGORY SUBMITTAL REQUIREMENTS

A. Shop drawing and product data submittals shall be transmitted to Architect in electronic (PDF) format using Submittal Exchange or ProCore, a cloud-based website service designed specifically for transmitting submittals between construction team members, and overall management of all types of documentation during the construction process.

B. The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time.

C. The electronic submittal process is not intended for color samples, color charts, or physical material samples.

1.10 PROCEDURES

A. Submittal Preparation: Contractor may use any or all of the following options:

1. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via the project management website.

2. Subcontractors and Suppliers provide paper submittals to General Contractor who electronically scans and converts to PDF format.

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SUBMITTALS 013300 - 4

3. Subcontractors and Suppliers provide paper submittals to Scanning Service which electronically scans and converts to PDF format.

B. Contractor shall review and apply electronic stamp certifying that the submittal complies with the requirements of the Contract Documents including verification of manufacturer / product, dimensions, and coordination of information with other parts of the work.

C. Contractor shall transmit each submittal to Architect, and any other designated construction team members using the project management system.

D. Architect / Engineer review comments will be made available on the management website for downloading. Contractor will receive email notice of completed review.

E. Distribution of reviewed submittals to subcontractors and suppliers is the responsibility of the Contractor.

1.11 COSTS

A. General Contractor shall include the full cost of the project management system subscription in their bid proposal. This cost shall be included in the Contract Amount.

The GC shall directly verify such costs with the service provider prior to bid.

1.12 INTERNET SERVICE AND EQUIPMENT REQUIREMENTS

A. Email address and Internet access at Contractor’s main office.

B. Adobe Acrobat (www.adobe.com), Bluebeam PDF Revu (www.bluebeam.com), or other similar PDF review software for applying electronic stamps and comments.

1.13 MATERIAL SAFETY DATA SHEETS (MSDS)

A. Comply with OSHA Globally Harmonized Criteria.

1.14 EQUIPMENT SUBMITTALS

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

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

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SUBMITTALS 013300 - 5

1.15 SAMPLES

A. 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 are to 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.

1.16 INSPECTION AND TEST REPORTS

A. 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.

1.17 MATERIALS AND TOOLS

A. 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.

1.18 ACTION ON SUBMITTALS

A. 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.

B. Review comments may be interpreted as follows:

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

2. "Approved As Noted", “Correct as Noted”, or “Reviewed with Comments”: Work may proceed, provided it complies with notations and corrections on submittal and with Contract Documents. This may include some portions of submittals to be resubmitted or additional information to be provided.

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

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

PART 2 – PRODUCTS – NOT USED

PART 3 – EXECUTION – NOT USED

END OF SECTION 013300

CONSTRUCTION DOCUMENTS

QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

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

B. Section includes references to material mockups that are described in detail in other sections of the specifications.

C. 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 needed by Architect, Owner, Commissioning Authority, or authorities having jurisdiction are not limited by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.2 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.1.3

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 Architect.

C. Mockups: Full-size physical assemblies that are constructed on-site. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged.

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QUALITY REQUIREMENTS 014000 - 2

1. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on Project site, consisting of multiple products, assemblies, and subassemblies.

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

E. Testing Agency: An entity engaged to perform specific tests, inspections, or both.

Testing laboratory shall mean the same as testing agency.

F. 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.

1.4 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.

B. Delegated Design Submittals: 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.

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

a. Date of issue.

b. Project title and number.

c. Name, address, and telephone number of testing agency.

d. Dates and locations of samples and tests or inspections.

e. Names of individuals making tests and inspections.

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

g. Identification of product and Specification Section.

h. Complete test or inspection data.

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

j. Ambient conditions at time of sample taking and testing and inspecting.

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

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QUALITY REQUIREMENTS 014000 - 3

l. Name and signature of laboratory inspector.

m. Recommendations on retesting and reinspecting.

3. 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 CONFLICTING REQUIREMENTS

A. Referenced Standards: 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 conflicting 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.

1.6 QUALITY ASSURANCE

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

B. 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.

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

D. 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.

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 in material, design, and extent to those indicated for this Project.

F. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

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QUALITY REQUIREMENTS 014000 - 4

G. Mockups: Before installing portions of the Work requiring mockups, build project site 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 Architect.

2. Notify Architect in advance of dates and times when mockups will be constructed.

3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project.

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

5. Obtain Architect's approval of mockups before starting work, fabrication, or construction.

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

7. Mockup

a. None anticipated.

1.7 QUALITY CONTROL

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

B. 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 by Owner or by testing and inspecting allowances.

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.

4. Contractor shall be responsible for coordinating test activities with the Owner’s Representative.

C. 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.

D. Testing Agency Responsibilities: Cooperate with Architect, Commissioning Authority and Contractor in performance of duties.

CONSTRUCTION DOCUMENTS

QUALITY REQUIREMENTS 014000 - 5

1. Notify Architect, Commissioning Authority, 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, to Architect and Owner with copy to Contractor 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.

E. 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.

F. 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.

1.8 SPECIAL TESTS AND INSPECTIONS

A. Owner will engage a qualified testing agency or special inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows:

1. Notifying promptly of irregularities and deficiencies observed in the Work during performance of its services.

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2. Submitting a certified written report of each test, inspection, and similar quality-control service to authorities having jurisdiction.

3. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.

4. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.

5. Retesting and reinspecting corrected work. Provide separate billing to the Contractor for this work.

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 or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible.

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

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SECTION 014200 – REFERENCES

PART 1 – GENERAL

1.1 SUMMARY

Definitions of terms, acronyms, industry standards, and contact data for professional organizations and committees.

1.2 RELATED DOCUMENTS

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

1.3 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.

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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.

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. www.access-board.gov; (800) 872-2253 or (202) 272-5434

CFR Code of Federal Regulations Available from Government Printing Office.

www.access.gpo.gov/nara/cfr; (888) 293-6498 or (202) 512-1530

CRD Handbook for Concrete and Cement Available from Army Corps of Engineers Waterways Experiment Station.

www.wes.army.mil; (601) 634-2355 http://www.access-board.gov/ http://www.access.gpo.gov/nara/cfr http://www.wes.army.mil/

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

FED-STD Federal Standard (See FS)

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

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

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

FTMS Federal Test Method Standard (See FS)

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

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." 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) www.aluminum.org; (202) 862-5100

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

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

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

AAN American Association of Nurserymen (See ANLA)

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

AATCC American Association of Textile Chemists and Colorists (The) www.aatcc.org; (919) 549-8141 http://www.astimage.daps.dla.mil/online http://www.astimage.daps.dla.mil/online http://www.fss.gsa.gov/pub/fed-specs.cfm http://www.nibs.org/ http://www.astimage.daps.dla.mil/online http://www.aluminum.org/ http://www.aaadm.com/ http://www.aabchq.com/ http://www.aamanet.org/ http://www.aatcc.org/

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

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

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

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

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

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

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

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

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

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

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

ALSC American Lumber Standard Committee

(301) 972-1700

AMCA Air Movement and Control Association International, Inc.

www.amca.org; (847) 394-0150

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

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

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

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

ARI Air-Conditioning & Refrigeration Institute www.ari.org; (703) 524-8800 http://www.abma-dc.org/ http://www.aci-int.org/ http://www.concrete-pipe.org/ http://www.aeic.org/ http://www.aga.org/ http://www.agc.org/ http://www.hardboard.org/ http://www.asphaltinstitute.org/ http://www.aisc.org/ http://www.steel.org/ http://www.alca.org/ http://www.amca.org/ http://www.anla.org/ http://www.ansi.org/ http://www.apawood.org/ http://www.api.org/ http://www.ari.org/

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ASCE American Society of Civil Engineers www.asce.org; (800) 548-2723 or (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 (The American Society of Mechanical Engineers International) www.asme.org; (800) 843-2763 or (212) 591-7722

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

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

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

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

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

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

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

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

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

CISPI Cast Iron Soil Pipe Institute www.cispi.org;…