Attachment_J01_-_Construction_Documents_-_Specifications.pdf

R

EG

IST

ERED ARCHITECT

A

R I Z O N A , U . S

A

D a t e S ig n ed . .

CE

RT

I FICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2019

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

3/25/2019

1609.200

WHITERIVER INDIAN HOSPITAL

RENOVATIONS

STRUCTURAL

Turner Structural Engineering 3026 North Country Club Tucson, AZ 85716 Phone: 520.323.3422

MECHANICAL/PLUMBING

Adams & Associates 6422 East Speedway Blvd., #130 Tucson, AZ 85710 Phone: 520.323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, #101 Tucson, AZ 85704 Phone: 520.293.1488

MED EQUIP PLANNER

Meserve Consulting Services 9636 North 35 Place Phoenix, AZ 85028 Phone: 602.684.5688

SECURITY/ACCESS

LSW Engineers 2333 West Northern Ave.

Phoenix, AZ 85021 Phone: 602.249.1320

FURNITURE

Aviar Design 2410 N Huachuca Dr.

Tucson, AZ 85745 Phone:520.624.3342

Whiteriver, Arizona

IHS PROJECT NO.PH16WR01H5

3-25-19

WHITERIVER INDIAN HOSPITAL RENOVATIONS BWS 1609.200

Construction Documents

PROJECT MANUAL CONTENTS 1

PROJECT MANUAL

Whiteriver Indian Hospital

RENOVATIONS

CONSTRUCTION DOCUMENTS

March 25, 2019

TECHNICAL SPECIFICATIONS

Division 0 – Bidding and Contract Documents

Division 1 – General Requirements 011100 Summary 013200 Construction Progress Documentation 013300 Submittals Submittal Register 014000 Quality Requirements Welding Quality Control Plan Requirements 014200 References 015000 Temporary Facilities and Controls 015010 Infection Control Procedures Service Unit ICRA Evaluation 016000 Product Requirements 017300 Execution Requirements 017400 Warranties 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents 019113 General Commissioning Requirements Commissioning Plan

Division 2 – Existing Conditions 024119 Selective Demolition

Division 3 – Concrete 033000 Cast-in-Place Concrete

Division 4 – Masonry – Not Used

Division 5 – Metals 051200 Structural Steel Framing 052100 Steel Joists 053100 Metal Deck 054000 Cold-Formed Steel Framing 055000 Metal Fabrications

Division 6 – Wood, Plastics, and Composites 061000 Miscellaneous Rough Carpentry 061600 Exterior Sheathing 064023 Architectural Woodwork

PROJECT MANUAL CONTENTS 2

Division 7 - Thermal and Moisture Protection 072100 Thermal Insulation 072410 Exterior Insulation and Finish System 075400 Polyvinyl Chloride (PVC) Roofing 078100 Spray-Applied Fireproofing 0 078413 Firestopping 079200 Joint Sealers

Division 8 - Doors and Windows 080800 Commissioning of Fire Rated Doors 081110 Steel Doors and Frames 081416 Flush Wood Doors 083300 Rolling Counter Doors 083616 Sliding Door with Hardware 084413 Aluminum Storefront Systems 085800 Horizontal Sliding Service Windows 087100 Hardware 087113 Automatic Door Operators 088000 Glazing

Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 095113 Acoustical Panel Ceilings 096500 Resilient Flooring and Accessories 096516 Vinyl Sheet Flooring and Resilient Accessories 096900 Modular Carpet 099000 Painting

Division 10 – Specialties 101423 Room Signage 102123 Cubicle Curtain Track 102600 Impact Resistant Wall Protection 102800 Toilet Accessories 104400 Fire Extinguishers and Cabinets

Division 11 – Equipment 114000 Equipment Medical Equipment – Technical Data Sheets Medical Equipment – Technical Spec – Room By Room

Division 12 – Furnishings 124813 Recessed Walk Off Mat 125500 Move, Excess and New Furniture Specification FFE Specs

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

Division 21- Fire Protection 210800 Commissioning of Fire Protection Systems 211100 Fire Protection

PROJECT MANUAL CONTENTS 3

Division 22 – Plumbing 224000 Plumbing 226000 Medical Gas and Vacuum Systems

Division 23 – Heating, Ventilating and Air Conditioning 230500 Basic Mechanical Materials and Methods 230593 Testing, Adjusting, and Balancing 230700 Mechanical Insulation 230800 Commissioning of HVAC Systems 230900 Energy Monitoring and Control System 232000 Building Services Piping 233000 Air Distribution 237000 Ventilating Equipment

Division 26 – Electrical 260500 General Electrical Provisions 260800 Commissioning of Electrical Systems 262200 Dry Type Transformers 262700 Basic Materials and Methods 265100 Lighting Fixtures

Division 27 – Communications 270528 Pathways for Communications Systems 271123 Communications Cable Management 271513 Communications Copper Horizontal Cabling

Division 28 – Electronic Safety And Security 280500 General Provisions 280501 Scope of Work 280502 Temporary and Remodeling Work 280505 Low-Voltage Open Wiring Systems 280800 Commissioning of Electronic Safety and Security Systems

Division 31 – Earthwork 312000 Earthwork 313116 Termite Control

Division 32 – Site Improvements 321313 Portland Cement Concrete Paving

END OF INDEX

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 at the Whiteriver Indian

Hospital in Whiteriver, AZ. Work includes finishes and systems at the indicated areas.

B. Architect Identification: The Contract Documents, dated March 25, 2019, 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.

B. Exiting: Maintain all required building exiting during construction.

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.

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.

SUMMARY 011100 - 2

1.5 DOCUMENT MANAGEMENT: Section 013300 – Submittals describes the requirement that the General Contractor procure use of Submittal Exchange, ProCore, or a similar service for the duration 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: 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 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 Contracting Officer’s Representative 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 Contracting Officer’s

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

4. Hazardous Materials: Asbestos and Lead survey reports are included in the

Government Solicitation Document under Section J.

SUMMARY 011100 - 3

a. No hazardous materials, such as chemical or pesticides, are stored in the areas where work will take place. Any pharmaceuticals and/or controlled substances will be removed prior to work being started.

Cleaning chemicals such as sterilants and disinfectants may be present.

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 Contracting Officer’s Representative.

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 Contracting Officer’s Representative’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. Contracting Officer’s Representative-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. Computer Software: 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.

013200 - 3

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

D. Distribution: Distribute copies of approved schedule to Contracting Officer’s Representative, 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 Completion for submittal as Project Record Documents. Contracting Officer’s Representative 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.

1. Section 011100 – Summary, para. 1.5, 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.

B. DESCRIPTION OF REQUIREMENTS:

1. 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.

2. 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. SUBMITTAL REGISTER: Prepare and maintain submittal register as the work progresses. A sample submittal register showing items of equipment and materials for which submittals are required by the specifications f o l l o w s . This list may not be all inclusive and additional submittals may be required.

1. 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.

SUBMITTALS 013300 - 2

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.

1) Physical samples shall be delivered to the COR at the job site and be maintained in the job site office.

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.

D. 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.

E. 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

SUBMITTALS 013300 - 3

resubmittal review time by the Architect. Revise submittal schedule and resubmit when progress deviates from previous schedule by 7 days.

F. Preparation of Submittals: Show Contractor's executed review and approval marking and provide space for Architect's and COR’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.

G. 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.

H. SPECIFIC-CATEGORY SUBMITTAL REQUIREMENTS:

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

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

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

I. Procedures:

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

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

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

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

2. 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.

SUBMITTALS 013300 - 4

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

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

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

J. Costs: General Contractor shall include the full cost of the project management system subscription in their proposal. This cost shall be included in the Contract Amount. The GC shall directly verify such costs with the service provider.

K. Internet Service and Equipment Requirements:

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

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

L. Material safety data sheets (MSDS): Comply with OSHA Globally Harmonized Criteria.

M. 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.

N. 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.

O. 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.

P. 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.

SUBMITTALS 013300 - 5

Q. ACTION ON SUBMITTALS:

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. This may include some portions of submittals to be resubmitted or additional information to be provided.

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

/1

/2

P R

O J E

C T

I

H C

W h it e ri v e r

In d ia n

H o s p it a l

R e n o v a ti o n s

C O

N T

R A

C T

O R

C o n tr a c to r

R e fe rr e d

D a te

R e c 'd

S p e c S e c ti o n

T it le T o D a te

S e n t R e t' d

Approv'd

Approv'd as noted

Revise&

Resubmit

Additional

Submittals

Date Ret'd

COR

FILE

C o n s tr u c ti o n P ro g re s s D o c u m e n ta ti o n

In fe c ti o n C o n tr o l P ro c e d u re s

W a rr a n ti e s

O p e ra ti o n a n d M a in te n a n c e D a ta

P ro je c t

R e c o rd

D o c u m e n ts

C a s t-

In -P la c e C o n c re te

S tr u c tu ra l S te e l

S te e l J o is ts

M e ta l D e c k

C o ld

-F o rm e d F ra m in g

M e ta l F a b ri c a ti o n s

R o u g h C a rp e n tr y

E xt e ri o r

S h e a th in g

A rc h it e c tu ra l W o o d w o rk

F ib e rg la s s R e in fo rc e d P la s ti c P a n e ls

In s u la ti o n

E xt e ri o r

In s u la ti o n a n d F in is h S y s te m

P V

C R o o fi n g

F ir e s to p p in g

J o in t S e a le rs

H o llo w M e ta l F ra m e s

F lu s h W o o d D o o rs

A c c e s s D o o rs a n d F ra m e s

R o lli n g C o u n te r D o o rs

A lu m in u m

S to re fr o n t

S y s te m s

I n te ri o r

S lid in g T ra n s a c ti o n W in d o w s

F in is h H a rd w a re

A u to m a ti c D o o r

O p e ra to rs

G la z in g

G y p s u m

D ry w a ll

S y s te m s

C o p ie s T o A c ti o n

P ag e

/1

/2

P R

O J E

C T

I

H C

W h it e ri v e r

In d ia n

H o s p it a l

R e n o v a ti o n s

C O

N T

R A

C T

O R

C o n tr a c to r

R e fe rr e d

D a te

R e c 'd

S p e c S e c ti o n

T it le T o D a te

S e n t R e t' d

Approv'd

Approv'd as noted

Revise&

Resubmit

Additional

Submittals

Date Ret'd

COR

FILE

C o p ie s T o A c ti o n

T ile

A c o u s ti c a l C e ili n g s

R e s ili e n t F lo o ri n g a n d

A c c e s s o ri e s

V in y l S h e e t

F lo o ri n g

M o d u la r

C a rp e t

P a in ti n g

R o o m

S ig n a g e

C u b ic le C u rt a in

T ra c k

Im p a c t

R e s is ta n t

W a ll

P ro te c ti o n

T o ile t A c c e s s o ri e s

F ir e E xt in g u is h e rs a n d C a b in e ts

F ir e P ro te c ti o n

P lu m b in g F ix tu re s

M e d ic a l G a s a n d V a c u u m

S y s te m s

B a s ic

M e c h a n ic a l M a te ri a ls a n d M e th o d s

T e s ti n g

A d ju s ti n g a n d B a la n c in g

M e c h a n ic a l In s u la ti o n

E n e rg y M o n it o ri n g a n d C o n tr o l S y s te m

B u ild in g S e rv ic e s P ip in g

A ir

D is tr ib u ti o n

H V

A C

D ry

T y p e T ra n s fo rm e rs

E le c tr ic a l B a s ic

M a te ri a ls a n d M e th o d s

L ig h ti n g F ix tu re s

P a th w a y s f o r

C o m m u n ic a ti o n s S y s te m s

C o m m u n ic a ti o n s C a b le

M a n a g e m e n t

C o m m u n ic a ti o n s C o p p e r

H o ri z o n ta l C a b lin g

G e n e ra l P ro v is io n s -E le c tr o n ic

S a fe ty

S e c u ri ty

E a rt h w o rk

T e rm it e C o n tr o l

P ag

/1

/2

P R

O J E

C T

I

H C

W h it e ri v e r

In d ia n

H o s p it a l

R e n o v a ti o n s

C O

N T

R A

C T

O R

C o n tr a c to r

R e fe rr e d

D a te

R e c 'd

S p e c S e c ti o n

T it le T o D a te

S e n t R e t' d

Approv'd

Approv'd as noted

Revise&

Resubmit

Additional

Submittals

Date Ret'd

COR

FILE

C o p ie s T o A c ti o n

P o rt la n d C e m e n t

C o n c re te P a v in g

P ag

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 provided by the Contractor.

1. Quality-control requirements for individual construction activities are specified in individual Sections (e.g., Section 051200, Structural Steel). 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 noted on S0.1 – Standard Structural Notes and are as follows:

The following portions of the work require special inspection to be performed in accordance with Chapter 17 of the International Building Code. The Contractor shall engage a qualified testing agency to perform tests and inspections.

Structural Welding

Earthwork

C. Related Sections:

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

D. The Architect will be performing monthly on-site reviews. Indian Health Service is the Authority

Having Jurisdiction responsible for inspections, and will have a Project Manager who is also the

Contracting Officer’s Representative (COR) who will schedule inspections. The local Facility

Management staff will also perform daily checks. Note that there are requirements in the specifications for third party testing to be paid for by the General Contractor. There are no

Building Permits required. The Certificate of Substantial Completion will be issued by the COR.

The Owner will be responsible for the inspection and approval of all firestopping.

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.

QUALITY REQUIREMENTS 014000 - 2

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.

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 (Deferred) 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.

1. Delegated Design (Deferred) Submittals include: Prefabricated roof trusses.

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.

D. Permits, Licenses, and Certificates: For Contracting Officer's representative’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.

QUALITY REQUIREMENTS 014000 - 3

1.5 QUALITY ASSURANCE: The following criteria shall be employed in the execution of the work:

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.

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.

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. 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 Sections.

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: Contractor shall employ testing agency to perform all tests.

1. Notify testing agencies at least 4 working days in advance of time when Work that requires testing or special inspections will be performed to allow them to schedule the visit and arrange transportation.

QUALITY REQUIREMENTS 014000 - 4

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, Contracting Officer’s representative 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, Contracting Officer’s representative, 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 removing and replacing construction to accommodate testing and inspecting.

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.

QUALITY REQUIREMENTS 014000 - 5

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

Welding Quality Control Plan (WQCP) Requirements in Accordance with “Welding Quality Control”

When required in contract documents, the following items specific to the project shall be included in the Welding Quality Control Plan (WQCP). The WQCP shall be divided into the designated sections with each revision and addendum clearly annotated and numbered as shown below. Each welding and Non Destructive Testing (NDT) firm shall have separate sections for each firm.

Organization

1. The name of the welding firm.

2. Name of Welding QCM hired by Contractor, if applicable.

3. Name of Quality Control Inspection Firm hired by Contractor, if applicable.

4. Name of NDT Firm hired by Contractor, if applicable.

5. Organizational chart showing the QCM, all subcontractors performing welding, QC firms and personnel, and NDT firms and personnel.

Qualifications / Certifications

6. Copy of AISC Certification, if applicable.

7. Name, qualifications, and documentation of certifications for the following individuals:

i. Welding QCM.

ii. QC Inspectors (CWIs)

iii. Assistant QC Inspectors (CAWIs)

8. A master list of qualified welders that will document the welders and welding operators name, ID, the qualified welding process, welding position, and the date for each individual qualification and person qualified.

9. The written description of the Contractors process for maintaining and providing the Engineer a current master list of qualified welders and welding operators that documents the names of each welder with the process, position, and date qualified as described in item “8” above.

10. Documentation of all certifications for welders, welding operators, and tack welders for each welding process, position and the joint detail used. Certifications shall list the filler metals used, test position, base metal and thickness, tests performed, and the witnessing authority (3rd party CWI). Documentation shall be approved by the Engineer prior to any welding performed by the welder or welding operator.

QC Procedures

11. The methods and frequencies for performing all required visual inspections and documentation by which continuous visual inspection will not lapse for a period exceeding 30 minutes.

12. A written description of the system and method of documentation the contractor will use for the identification and tracking of all welds, NDT, any required repairs, and re-inspection of non-conforming welds. The contractors system shall include provisions for permanently identifying each weld and the person who performed the weld, WPS and parameters used, NDT, inspection, and repair. WPS parameters include amps, volts, travel speed, preheat and interpass temperatures.

13. Copies of the Quality Control forms to be used to include certificates of compliance, daily production logs, daily reports, weld repair tracking logs and visual inspection report forms.

14. The methods, procedures, and log to track rejected lengths of weld by welder, position, process, joint configuration, and piece number.

15. Standard procedures for identifying members distorted by welding and monitoring methods for straightening members distorted by welding.

16. Fracture Control Plans which are applicable to the welding being performed.

WPS and PQR

17. Prequalified Welding Procedure Specifications (WPS), if applicable.

18. Documentation, when applicable, of Procedure Qualification Record (PQR) tests within the allowable period of effectiveness including all worksheets.

19. Non-prequalified Welding Procedure Specifications (WPSs) supported by PQR testing.

20. Documentation of the filler metal, flux, filler metal flux combination, and shielding gas certifications to be used in the work and documentation of manufacturer’s recommended operating ranges.

NDT Other Than Visual Procedures

21. Written Practice of the NDT inspection personnel or firm.

22. Name of certifying authority and outside Level III, if applicable.

23. Names, qualifications, and documentation of certifications of NDT personnel to be used to include level of certifications and expiration date.

24. List of NDT equipment, calibration procedures, frequencies and current qualification/calibration documentation of equipment to be used.

25. Procedures, methods, and frequencies for performing all required NDT as required by the contract documents to include minimum amounts required.

26. Code of Safe Practices when Radiographic Testing (RT) is performed.

27. Copies of NDT report forms to be used.

After final authorization of the WQCP, amended WQCP, or addendum, the Contractor shall submit 7 copies to the Engineer of the authorized documents. A copy of the COR authorized document shall be available at each location where welding is to be performed.

It is expressly understood that the COR’s authorization of the Contractor's WQCP shall not relieve the Contractor of any responsibility under the contract for the successful completion of the work in conformance with the requirements of the plans and specifications. The Engineer's authorization shall not constitute a waiver of any requirement of the plans and specifications nor relieve the Contractor of any obligation thereunder; and defective work, materials, and equipment may be rejected notwithstanding authorization of the WQCP.

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 Contracting Officer’s representative 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. “Contracting Officer’s Representative” is the Owner.

D. "Directed": A command or instruction by Contracting Officer’s representative. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed."

E. "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."

F. "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.

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

H. "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.

I. "Provide": Furnish and…