Final Specifications.pdf

United States Department of Agriculture Agricultural Research Service

Project Manual Final Submission

Task Order No. AG-5114-D-09-0079 Contract No. AG-3K15-53-3K15-4-1500 Date of Order: 09/09/2009 BED Project No. 0413-08-06

Recovery - Replace Roof and Repair Windows USDA-ARS, NSERL, West Lafayette, IN

BY: ARCHITECT

Bailey Edward Design

1103 S. Mattis Avenue Champaign, IL 61821 217-363-3375

DATE: March 12, 2010

Recovery - Replace Roof & Window Repairs TOC - 1 USDA – ARS, NSERL, West Lafayette, IN Task Order No. AG-5114-D-09-0079

Recovery - Replace Roof and Repair Windows USDA-ARS, NSERL, West Lafayette, IN Final Submission

Table of Contents

Specifications

Division 1 – General Requirements

Section 01000 General Requirements 01000-04

Section 01100 Summary 01100-02

Section 01310 Project Management and Coordination 01310-04

Section 01330 Submittal Procedures 01330-08

Section 01400 Quality Requirements 01400-04

Section 01500 Temporary Facilities and Controls 01500-03

Section 01731 Cutting and Patching 01731-03

Section 01732 Selective Demolition 01732-06

Division 6 - Wood, Plastics, Composites

Section 06100 Rough Carpentry 06100-04

Division 7 – Thermal & Moisture Protection

Section 07543 Thermoplastic Polyolefin (TPO) Roofing 07543-08

Section 07591 Preparation for re-roofing 07591-04

Section 07620 Sheet Metal Flashing and Trim 07620-07

Section 07710 Roof Specialties – Manufactured Coping 07710-06

Section 07720 Roof Accessories 07720-04

Section 07900 Joint Sealants 07900-04

Section 08521 Aluminum Windows 08521-05

Section 08525 Tubular Daylighting System 08525-05

Division 9 - Finishes

Section 09900 Painting 09900-04

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Drawings

G-000 TITLE SHEET, INDEX AND SITE MAP

G-001 SITE MAP AND STAGING AREA

A-2 FIRST FLOOR PLAN RECORD DRAWINGS (FOR REFERENCE)

A-15 WALL SECTIONS RECORD DRAWINGS (FOR REFERENCE)

A-23 CONSTRUCTION DETAILS RECORD DRAWINGS (FOR REFERENCE)

A-200 ENLARGED PLAN LABORATORY CEILING

A-300 PHOTOS OF EXISTING CONDITIONS

A-301 NEW ROOF PLAN

A-302 ROOF DETAILS

A-400 NORTH AND SOUTH ELEVATIONS

A-401 EAST AND WEST ELEVATIONS

A-900 WINDOW DETAILS

A-901 WINDOW DETAILS

END TOC

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DIVISION 1– GENERAL REQUIREMENTS

Section 01000 – General Requirements

PART 1 - GENERAL

1.1 SCOPE OF WORK

A. The Work as defined in these Contract Documents defines the scope of the Project. The work shall include all demolition, construction as shown on the Drawings and specified herein.

1.2 DEFINITIONS

A. The Contracting Officer (CO) is the Government’s official representative on this solicitation / project.

B. A Contracting Officer’s Representative (COR) and Contracting Officer’s Technical Representative (COTR) will be appointed to assist the CO and be the principal contact with the Contractor during this project.

C. An Engineering Project Manager (EPM) may be appointed to assist the CO / COR / COTR during this project.

D. The ‘Owner’ as referenced in the technical specifications and on the Drawings, is the US Government and is represented by the CO / EPM / COR / COTR.

E. The Contracting Office may utilize the assistance of an Architect/Engineer (AE) to carry-out portions of the contractual management of this project. The responsibilities and authorities delegated to the AE (Engineer) will be defined in writing.

1.3 CONSTRUCTION AREA

A. Access to the OWNER’S site is controlled by visitor check-in/check-out system. CONTRACTOR’S employees shall sign in and out at the National Soil Erosion Laboratory front desk each work day.

B. Work shall be confined to the area identified on the Drawings.

C. Staging of construction materials and access to roof areas shall be designated by COR and as indicated on drawings.

D. Also see Section 01500 for site and security requirements.

1.4 EXISTING FACILITIES

A. Any damage caused by the Contractor to existing facilities shall be replaced by the Contractor at no expense to the Owner.

B. Site Visit:

1. It is highly recommended and strongly encouraged that the Contractor visit the project site, inspect and observe site conditions and review the project scope and requirements at the site prior to submission of a bid.

1.5 COORDINATION

A. The CONTRACTOR shall recognize that the OWNER’S facilities will remain in operation during construction period.

B. The CONTRACTOR shall coordinate and cooperate with the OWNER and CONTRACTOR’S of other projects on going at the facility.

C. The COR will cooperate with the CONTRACTOR to vacate the areas of work when required.

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D. The CONTRACTOR shall advise the COR of progression to new areas of work at least two weeks in advance of such move.

E. The CONTRACTOR shall maintain exits and passageways in a continually usable condition and inform the COR of potential conflict.

F. The CONTRACTOR shall provide the CO and COR with a Construction Schedule at the beginning of construction activities. The schedule shall meet the OWNER’S requirement for occupancy of the facility. The schedule shall be updated by the CONTRACTOR no less than once monthly.

1.6 REGULATORY REQUIREMENTS

A. Perform all Work in accordance with the latest editions of the International Building Code with all current revisions.

B. Where references are made to Federal, State, technical association or other specifications and standards, the latest editions that are in effect at the date shown on the Drawings and Specifications shall apply. If such specifications or standards are revised prior to completion of any part of the Work to which such revision would pertain, CONTRACTOR may, if approved by COR perform such Work in accordance with the revised specifications or standards.

C. Safety and Health

1. The work shall be governed by applicable provisions of the general law, including the latest amendments of the following:

a. William-Steiger Occupational Safety & Health Act of 1970, Public Law 91-596.

b. Part 1910 - Occupational Safety & Health Standards, Chapter XVII of Title 29, Code of Federal Regulations.

c. Part 1960 - Safety and Health Regulations for Construction, Chapter XIII of Title 29, Code of Federal Regulations.

D. Accident Prevention

1. The safety provisions of applicable laws, building and construction codes shall be observed.

Machinery, equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the latest edition of the Manual of Accident Prevention in Construction, published by the associated General Contractors of America, to the extent that such provisions are not in contravention of applicable laws.

1.7 GENERAL REQUIREMENTS

A. Fire Protection

1. During the construction period provide fire protection. Provide a minimum of (2) U.L. listed multipurpose dry chemical fire extinguisher (2A20BC) rating distributed in work area of roof.

This requirement is in addition to the Owner’s present equipment.

2. Shields of noncombustible material shall be used when welding or cutting is done.

3. Preparation of flammable compounds inside the building is prohibited.

4. Gasoline and other flammable and volatile fluids having low flash point and ignition temperatures shall not be stored or handled in the building except in U.L. listed safety cans.

Reserve flammable liquids in barrels should be stored well away from the structure and kept under lock and key.

5. All hot work (cutting, welding, grinding, etc.) and all work that creates smoke or dust that may set off a fire alarm must be coordinated with the COR so that false alarms may be avoided.

B. Construction Conferences

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1. Once per month, a construction conference shall be held at the construction site.

Representatives of OWNER and CONTRACTOR shall be required to attend all such conferences unless prior permission is given for being absent. These conferences shall be held for the purpose of coordinating the Project schedule and for discussing those topics which affect several parties involved in the Project.

C. Shop Drawings and Submittals

1. Where called for in the Technical Specifications, the CONTRACTOR shall Submit Shop Drawings and Technical Submittals for review and approval by the Architect/Engineer prior to delivery of materials to the site. CONTRACTOR shall submit one copy of every submittal to COR when transmitting submittals to the Architect/Engineer.

2. The CONTRACTOR shall submit a minimum of seven (7) copies of all Shop Drawings, samples, or other required submittals to the Architect and COR for review. Five (5) copies will be retained by the Architect/Engineer for USDA files, and for project inspection. The remaining copies will be returned to the CONTRACTOR.

3. Architect/Engineer review is for general conformance with design concept and Contract Documents. Markings for comments shall not be construed as releasing CONTRACTOR from compliance with Contract Documents. Contractor is responsible for details and accuracy, for confirming and correlating quantities and dimensions, for selection of fabrication processes, for technique of assembly, and for performing work in a safe manner.

D. Substitutions

1. Contractor may use approved equal equipment and materials.

2. Contractor is responsible for submitting complete data to determine equivalence to Architect/Engineer.

3. Decisions of the Architect/Engineer are final with respect to approval of substitutions.

E. Contract Closeout Submittals. Contractor shall submit close-out documentation to Architect/Engineer for review and Architect/Engineer will forward to COR.

1. Instruction Manual

a. Upon completion of the Work and before final acceptance, prepare a loose-leaf binder containing all installation, instruction, warranty information, and maintenance manuals and literature supplied with equipment and materials incorporated in the Work.

b. Include manufacturer’s operating and maintenance instructions and parts lists, clearly designated for types and models provided.

c. Furnish the binder to Architect/Engineer, who will review the contents for completeness and forward it to OWNER.

2. Maintenance Manuals

a. The Contractor shall, before final acceptance, submit three (3) copies of a bound manual for all new material and equipment, including full maintenance and operating instructions, parts inventory, sources of purchase and similar information.

F. Construction Facilities

1. CONTRACTOR, their Subcontractors, and their employees shall not enter buildings or facilities not specifically a part of this contract. Permission for access required by CONTRACTOR may be granted by COR under COR's restrictions and limitations.

G. Measurements

1. Use figured dimensions on the plans in place of scaling. Before ordering any material or doing

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Task Order No. AG-5114-D-09-0079 any work, the Contractor shall verify all measurements at the site and shall be responsible for the correctness of same. Any difference which may be found shall be submitted to the CO / COR for consideration before proceeding with the work.

H. Removal of Debris and Clean-up

1. Contractor shall divert waste from landfill and recycle as practical. Diversion shall be tracked and documented (in pounds/weight).

2. Contractor shall submit diversion information as part of project closeout. If Contractor does not divert any waste, Contractor shall furnish letter stating that waste was not diverted from landfill to recycle and why diversion was not practical.

3. Contractor shall furnish dumpster. Dumpster location shall be coordinated with COR

4. Debris generated by demolition activity shall be removed from the job site to the dumpster on the same day it is generated. Disposal shall be the responsibility of the Contractor.

5. The Contractor shall dispose of all rubbish and debris off-campus in an approved landfill area.

I. The Government will have other renovation projects on going at the facility during completion of this project. Contractor shall coordinate and cooperate with the Owner and contractor(s) of other projects. In roof replacement work; Contractor shall limit the need to enter the facility as much as possible to avoid tracking of construction dirt into the building.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01000

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DIVISION 1– GENERAL REQUIREMENTS

Section 01100 - Summary

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Replace Roof and Repair Windows, NSERL

1. Project Location: National Soil Erosion Laboratory, West Lafayette, IN

2. Owner: United States Department of Agriculture, Agricultural Research Service

B. Architect Identification: The Contract Documents, dated February 4, 2010, were prepared for Project by Bailey Edward Design 35 E Wacker, Tower Floor 28 Chicago, IL 60601

C. The Work consists of:

Base Bid: Roof replacement of east roof area as indicated on the Drawings and Specifications.

Bid Option #1: Roof replacement of west roof area including rain tower as indicated on the Drawings and Specifications.

Bid Option #2: Installation of tubular day lighting system in west roof area as indicated on the Drawings and Specifications.

Bid Option #3: Replacement of windows at selected locations as indicated on the Drawings and Specifications.

Bid Option #4: Replacement of all windows as indicated on the Drawings and Specifications.

D. Project will be constructed under a general construction contract.

1.2 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system.

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 is abbreviated. Words and meanings shall be interpreted as appropriate.

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

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

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

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

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

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01100

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DIVISION 1– GENERAL REQUIREMENTS

Section 01310 – Project Management And Coordination

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General Project coordination procedures.

2. Project meetings.

1.2 COORDINATION

A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

1.3 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site..

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1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within 3 days of the meeting.

B. Preconstruction Conference: A preconstruction conference will be scheduled by the Owner before start of construction, at a time convenient to Owner.

C. Preinstallation Conferences: Conduct a Preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise COR / COTR / Architect/Engineer of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Submittals.

g. Review of mockups.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's written recommendations.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities and controls.

q. Space and access limitations.

r. Regulations of authorities having jurisdiction.

s. Testing and inspecting requirements.

t. Required performance results.

u. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements.

4. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Coordination Meetings: Conduct coordination meetings at weekly intervals.

1. Attendees: Contractor and their subcontractors, suppliers, and other entities concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall

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Task Order No. AG-5114-D-09-0079 be familiar with Project and authorized to conclude matters relating to the Work. Notify COR / COTR / Architect/Engineer of scheduled meeting dates.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction 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.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.

2) Sequence of operations.

3) Status of submittals.

4) Deliveries.

5) Off-site fabrication.

6) Access.

7) Site utilization.

8) Temporary facilities and controls.

9) Work hours.

10) Hazards and risks.

11) Progress cleaning.

12) Quality and work standards.

13) Change Orders.

14) Documentation of information for payment requests.

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3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present and to CO / COR / COTR / Architect/Engineer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized.

Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01310

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Task Order No. AG-5114-D-09-0079

DIVISION 1– GENERAL REQUIREMENTS

Section 01330 – Submittal Procedures

PART 1 - GENERAL

1.1 SUMMARY

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

B. See Division 1 Section "Quality Requirements."

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

B. Informational Submittals: Written information that does not require Architect's approval.

Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

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

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

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Submittals Schedule: Comply with all requirements noted in each individual specification section. See also the “Schedule of Material Submittals” at the end of this section.

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

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

3. Allow 15 days for processing each resubmittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

D. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

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2. Provide a space approximately 4 by 5 inches (100 by 125 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect.

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

a. Project name.

b. Date.

c. Name and address of Architect.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Unique identifier, including revision number.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Other necessary identification.

E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

F. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

G. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor.

1. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents.

2. Transmittal Form: Use CSI Form 12.1A or approved equal.

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

I. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction. Submittals marked as “Rejected” or “Revise and Resubmit” are not to be available at the Project Site.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

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

1. Number of Copies: Submit 7 (seven) copies of each submittal, unless otherwise indicated. Distributed as follows: Submit (1) copy to USDA Contracting Officers Representative (COR) & (6) copies to the Architect. Architect shall review and coordinate comments on submittal with COR. Architect will retain five copies (Architect will retain one reviewed copy, two reviewed copies will be forwarded to NSERL, and two reviewed

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Task Order No. AG-5114-D-09-0079 copy will be forwarded to MWA office). Mark up and retain one returned copy as a Project Record Document.

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

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with recognized trade association standards.

i. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Notation of coordination requirements.

j. Notation of dimensions established by field measurement.

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

3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop

Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

D. Samples: Prepare physical units of materials or products, including the following:

1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups.

2. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Submit two full sets of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line.

Architect will return submittal with options selected.

3. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, Recovery - Replace Roof & Window Repairs 01330 - 4

Task Order No. AG-5114-D-09-0079 and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, partial sections of manufactured or fabricated components; small cuts or containers of materials;

complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.

4. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect's sample where so indicated.

Attach label on unexposed side.

5. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.

6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

E. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location.

F. Submittals Schedule: Comply with all requirements noted in each individual specification section. See also the “Schedule of Material Submittals” at the end of this section.

G. Schedule of Values:

1. Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule.

1. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. Provide (2) separate line items for labor and material related to each item.

2. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value

h. Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project

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Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

7. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

8. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Complete SF-1413 as required by the general provisions of the Contract.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

Architect will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

B. Contractor's Construction Schedule: Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion.

1. Procurement Activities: Include procurement process activities for 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.

2. Startup and Testing Time: Include not less than 7 days for startup and testing.

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

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

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

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d. Use of premises restrictions.

e. Provisions for future construction.

f. Seasonal variations.

g. Environmental control.

5. Work Stages: Indicate important stages of construction for each major portion of the Work.

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

7. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

a. Identification of activities that have changed.

b. Changes in early and late start dates.

c. Changes in early and late finish dates.

d. Changes in activity durations in workdays.

e. Changes in the critical path.

f. Changes in total float or slack time.

g. Changes in the Contract Time.

C. Daily Construction Reports: Prepare a daily construction report recording events at Project site, including the following: (Reports are required for each day, even days when no work is generated, and shall be submitted to the Owner on a weekly basis. These reports are a General Requirement of the Contract and are beyond the requirements of any specific section.)

1. List of subcontractors.

2. High and low temperatures and general weather conditions.

3. Accidents.

4. Stoppages, delays, shortages, and losses.

5. Meter readings and similar recordings.

6. Orders and requests of authorities having jurisdiction.

7. Services connected and disconnected.

8. Equipment or system tests and startups.

D. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare a detailed report. Submit with a request for information on CSI Form 13.2A or approved equal. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

F. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.

G. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

H. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.

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I. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

J. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.

K. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

L. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

M. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

N. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

O. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

P. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Submittals."

Q. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations.

Include page numbers.

R. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

S. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

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A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 ARCHITECT'S ACTION

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

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

1. Approved

2. Approved as Noted

3. Revise and Resubmit

4. Rejected

C. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

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

END OF SECTION 01330

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DIVISION 1– GENERAL REQUIREMENTS

Section 01400 – Quality Requirements

PART 1 - GENERAL

1.1 SUMMARY

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

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

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

2. Requirements for Contractor to provide quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

C. See Divisions 2 through 16 Sections for specific test and inspection requirements.

1.2 DEFINITIONS

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

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

Services do not include contract enforcement activities performed by Architect.

C. Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be judged.

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

1.3 SUBMITTALS

A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

B. Reports: Prepare and submit certified written reports that include the following:

1. Date of issue.

2. Project title and number.

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

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

5. Names of individuals making tests and inspections.

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

7. Identification of product and Specification Section.

8. Complete test or inspection data.

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

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

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

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.4 QUALITY ASSURANCE

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

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

F. Specialists: Certain sections of the Specifications may require that specific construction activities shall be performed by entities who are recognized experts in those operations.

Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions.

G. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed.

1.5 QUALITY CONTROL

A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction.

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

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

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

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

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

B. Special Tests and Inspections: If the Owner engages a testing agency to conduct special tests and inspections required by authorities having jurisdiction, the Contractor shall cooperate with the Testing Agency in performance of the tests and inspections.

1. Testing agency will notify Architect 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 similar quality-control service to Architect with copy to Contractor and to authorities having jurisdiction.

3. Testing agency will submit a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.

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

5. Testing agency will retest and reinspect corrected work.

C. Manufacturer's Field Services: Where…