2-3-FGCU FPDC Specs Vol 1 Div 03-14 - Rev1.2-r.pdf

Cover - Vol 1 00 01 01 - 1

Florida Gulf Coast University Technical Specifications Rev. 1.2

VOLUME 1 OF 2

DIVISION 00 - DIVISION 14

Facilities Planning, Design & Construction 10501 FGCU Boulevard South

Ft. Myers, Florida 33965-6565

239-590-1500 / fgcu.edu/adminservices/facilities/

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FLORIDA GULF COAST UNIVERSITY

Technical Specifications Rev. 1.2

Table of Contents Vol. 1 00 01 10 - 1

SECTION 00 01 10

TABLE OF CONTENTS

VOL. 1

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

DIVISION 02 -- EXISTING CONDITIONS

DIVISION 03 -- CONCRETE

03 05 19 - Concrete Admixtures Crystalline Waterproofing

03 10 00 - Concrete Formwork

03 15 13 - Waterstops

03 20 00 - Concrete Reinforcing

03 29 00 - Joints in Concrete

03 30 00 - Cast-in-Place Concrete

03 35 00 - Concrete Finishes

03 35 11 - Integrally Colored Concrete

03 41 00 - Precast Concrete Structures

03 41 01 - Precast Structural Concrete

03 45 00 - Precast Architectural Concrete Panels

03 48 00 - Concrete Wall and Pier Caps

03 49 00 - Fiber Reinforced Precast Concrete

03 52 00 - Lightweight Insulating Concrete 03 54 00 - Cast Underlayment

DIVISION 04 -- MASONRY

04 20 00 - Unit Masonry

DIVISION 05 -- METALS

05 12 00 - Structural Steel

05 20 00 - Pipe and Tube Railings

05 21 00 - Steel Joist Framing

05 31 00 - Steel Decking

05 40 00 - Cold-Formed Metal Framing

05 50 00 - Metal Fabrications

05 51 11 - Metal Stairs

05 73 00 - Decorative Metal Railings

05 75 00 - Decorative Formed Metal (Metal Wall Plate)

05 80 00 - Architectural Joint Systems

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 - Rough Carpentry

06 16 00 - Sheathing

06 41 00 - Interior Architectural Woodwork

2434 000

Table of Contents Vol. 1 00 01 10 - 2

09 29 00 - Gypsum Board Assemblies

06 42 00 - Wood Paneling

06 61 00 - Cast Polymer Fabrications

06 83 16 - Fiberglass Reinforced Paneling

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 05 23 - Pressure Testing An Air Barrier System For Air Tightness

07 11 13 - Bituminous Dampproofing

07 13 26 - Self-Adhering Sheet Waterproofing

07 14 00 - Fluid-Applied Waterproofing

07 21 00 - Thermal Insulation

07 25 00 - Weather Barriers

07 26 16 - Below-Grade Vapor Retarders

07 42 13.23 - Metal Composite Material Wall Panels

07 52 16 - Modified Bituminous Membrane Roofing

07 62 00 - Sheet Metal Flashing and Trim

07 72 00 - Roof Accessories

07 76 16 - Roof Pavers

07 81 00 - Applied Fireproofing

07 84 13 - Penetration Firestopping

07 92 00 - Joint Sealants

07 95 13 - Expansion Joint Cover Assemblies

DIVISION 08 -- OPENINGS

08 11 16 - Aluminum Doors and Frames

08 14 16 - Flush Wood Doors

08 31 13 - Access Doors

08 34 00 - Special Function Doors - Top-Hung Sliding Door

08 34 73 - Sound Control Door Assemblies - Noise Barriers

08 35 13 - Accordion Folding Fire Door

08 42 29 - Sliding Storefront

08 43 13 - Aluminum-Framed Storefronts

08 44 13 - Glazed Aluminum Curtain Wall

08 71 00 - Door Hardware

08 80 00 - Glazing

08 91 00 - Louvers and Vents

DIVISION 09 -- FINISHES

09 21 16 - Gypsum Board Assemblies

09 24 00 - Portland Cement Plaster

09 27 50 - Glass Fiber Reinforced Gypsum Columns

09 30 00 - Tiling

09 30 10 - Shower Installation Procedures

09 51 00 - Acoustical Ceilings

Table of Contents Vol. 1 00 01 10 - 3

09 51 14 - Acoustical Fabric-Faced Panel Ceilings

09 51 33 - Perforated Gypsum Acoustical Ceiling System

09 54 23 - Metal Pan Ceilings

09 65 00 - Resilient Flooring

09 66 23 - Resinous Matrix Terrazzo Flooring

09 67 00 - Fluid-Applied Flooring

09 68 16 - Carpet

09 72 00 - Wall Coverings

09 77 23 - Fiber Acoustical Panels

09 77 63 - Interior Aluminum Composite Material Panels

09 78 33 - Interior Decorative Wall Panel Systems

09 83 11 - Acoustical Wall Systems

09 83 16 - Acoustic Ceiling Coatings

09 84 00 - Acoustic Room Components

09 84 53 - Sound Barrier Mullion Trim Cap

09 91 13 - Exterior Painting

09 91 23 - Interior Painting

09 96 46 - Intumescent Fire Protection

DIVISION 10 -- SPECIALTIES

10 10 00 - Marker Boards

10 14 16 - Plaques

10 21 13.19 - Plastic Toilet Compartments

10 21 23 - Cubicle Curtains and Track

10 22 26 - Folding Panel Partitions

10 22 39 - Vertically Retractable Acoustical Wall

10 26 00 - Wall and Door Protection

10 28 13 - Toilet and Bath Accessories

10 43 10 - Signage

10 51 13 - Metal Lockers

10 52 00 - Fire Protection Specialties

10 71 13 - Exterior Sun Control Devices

10 73 26 - Walkway Coverings

10 82 11 - Architectural Coiled Wire Gilles and Screens

DIVISION 11 -- EQUIPMENT

11 31 00 - Residential Appliances

11 53 13 - Laboratory Fume Hoods

11 53 43 - Laboratory Service Fittings and Fixtures

11 53 50 - Laboratory Equipment

11 61 00 - Freestanding Cyclorama Wall System

DIVISION 12 -- FURNISHINGS

12 24 00 - Window Shades

Table of Contents Vol. 1 00 01 10 - 4

12 30 00 - Manufactured Laboratory Casework

12 34 00 - Flexible Laboratory Systems

12 34 50.12 - Phenolic Resin Laboratory Casework

12 36 00 - Countertops

12 93 13 - Miscellaneous Site Accessories

DIVISION 14 -- CONVEYING EQUIPMENT

14 21 23.16 - Machine Room-Less Electric Traction Passenger Elevators

14 21 23.17 - Machine Room-Less Electric Traction Service Elevators

END OF SECTION

2419 000

Project Alternates 01 03 00 - 1

SECTION 01 03 00

PROJECT ALTERNATES

PART 1 – GENERAL

1.01 RELATED DOCUMENTS:

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

1.02 DESCRIPTION OF REQUIREMENTS:

A. Definition: An alternate is an amount proposed by Bidders and stated on the Bid Form that will be added to or deducted from Base Bid amount if the Owner decides to accept a corresponding change in either scope of work or in products, materials, equipment, systems or installation methods described in Contract Documents.

B. Coordination: Coordinate related work and modify or adjust adjacent work as required to ensure that work affected by each accepted alternate is complete and fully integrated into the project.

C. Notification: Immediately following award of Contract, prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates, if any.

D. Schedule: A "Schedule of Alternates" is included at the end of this section. Specification sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the work described under each alternate.

1. Include as part of each alternate, miscellaneous devices, appurtenances and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate.

PART 2 – PRODUCTS (NOT APPLICABLE)

PART 3 – EXECUTION

3.01 SCHEDULE OF ALTERNATES

A. Alternate No. 1

1. Sheets A111, A132, A153, A213, A232, A306, A405, A414, A500.1, A500.2, A504, A505, A517, A519, A728, A735, A811P.1, A830.1, A832.1, A832P.1

a. Provide DEDUCT pricing for the removal of the one-story portion of the building from the scope of work. The resulting opening shall be enclosed with curtain wall framing to maintain building continuity. Refer to the structural, fire protection, fire alarm, plumbing, mechanical, electrical, and technology system drawings for additional requirements and coordination.

B. Alternate No. 2

1. Drawings: Sheets A100

a. Provide a ADD ALTERNATE pricing for the addition of a parking lot with an additional 24 parking spots at the existing BSM&A center. Refer to civil engineering, landcape architecture, and electrical engineering drawings for additional information regarding hardscape, landcape, storm drainage, site lighting, and water management.

Project Coordination 01 04 00 - 1

SECTION 01 04 00

PROJECT COORDINATION

PART 1 – GENERAL

1.01 RELATED DOCUMENTS:

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

1.02 DESCRIPTION OF WORK:

A. Minimum administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following:

1. Coordination and meetings.

2. Administrative and supervisory personnel.

3. Surveys and records or reports.

4. Limitations for use of site.

5. Special reports.

6. General installation provisions.

7. Cleaning and protection.

8. Conservation and salvage.

1.03 COORDINATION AND MEETINGS:

A. General: Prepare a written memorandum on required coordination activities. Include such items as required notices, reports and attendance at meetings. Distribute this memorandum to each entity performing work at the project site. Prepare similar memorandum for separate contractors where interfacing of their work is required.

B. Coordination Drawings: The Contractor shall prepare and submit to the Architect six (6) blueline copies of each coordination drawings for the project. The drawings shall show the accurate interface of the separate entities, subcontractors work and materials required to complete the work and shall indicate sequences for installation. Drawings shall be provided as indicated on the Contractor's "Submittal Schedule" or if not indicated, prior to installation of any portion of the work affected by the Drawings. Any conflicts in the work shall be identified by the Contractor and presented to the Architect and resolved prior to beginning each phase of the work. Failure of the Contractor to provide the required coordination drawings shall not relieve him of coordination responsibilities.

C. Weekly Coordination Meetings: Hold weekly general project coordination meetings at regularly scheduled times convenient for all parties involved. These meetings are in addition to specific meetings held for other purposes, such as regular project meetings and special pre-installation meetings. Request representation at each meeting by every party currently involved in coordination or planning for the work of the entire project. Conduct meetings in a manner, which will resolve coordination problems. Record results of the meeting and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

1. At Contractor's option, weekly coordination meetings can be held integrally with monthly progress meetings as specified in section "Schedules, Reports, Payments".

1.04 ADMINISTRATIVE/SUPERVISORY PERSONNEL:

A. General: In addition to a full time, on-site Project Manager and General Superintendent and other administrative supervisory personnel that may be required for performance of the work, provide specific coordinating personnel as specified herein.

B. Submittals of Staff Names, Duties: Within 15 days of Notice to Proceed, submit a listing of Contractor's principal staff assignments and consultants, naming persons and listing their addresses and telephone numbers with a complete written description of related work experience and education (Resume).

Project Coordination 01 04 00 - 2

A. General: Working from lines and levels established by the property survey, establish and maintain bench marks and other dependable markers. Establish bench marks and markers to set lines and levels for work at each story of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work, of marked lines and levels provided for their use.

B. Surveyor: Engage a Land Surveyor or Professional Engineer experienced and specializing in land survey work, who is registered in the State, where the project is located, to perform those services specified in this article. The General Contractor shall not employ the Civil Engineering firm of record to perform any survey work that is required under the terms of the contract.

C. Survey Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the property survey and existing benchmarks.

As work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Architect or Engineer's reference. Record deviations from required lines and levels, and advise the Architect or Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations, which are accepted, and not corrected, on record drawings.

D. Final Property Survey: Before substantial completion, prepare a final property survey showing significant features (real property boundary, and topography the same as the design documents) that have resulted from construction of the project tie-in building to property lines and corners. Include on the survey a certification, signed by the Surveyor, to the effect that principle lines and levels of the project are accurately positioned as shown on the survey.

1. Submit 10 copies of final property survey.

E. Recording: Where possible, at substantial completion, have the final property survey recorded by or with local governing authorities as the official "property survey".

1.06 LIMITATIONS ON USE OF THE SITE:

A. General: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. In addition to these limitations and requirements administer allocation of available space equitably among entities needing both access and space so as to produce the best overall efficiency in performance of the total work of the project. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. Refer to Section 01010 - Summary of the Work.

1.07 SPECIAL REPORTS:

A. General: Submit special reports directly to the Owner within one day of an occurrence. Submit a copy of the report to the Architect/Engineer and other entities that are affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at the site, prepare and submit a special report. List chain of events, persons participating, response by the Contractor's personnel, an evaluation of the results or effects and similar pertinent information. Advise the Owner in advance when such events are known or predictable.

C. Reporting Accidents: Prepare and submit reports of significant accidents, at site and anywhere else work is in progress. Record and document data and actions. For this purpose, a significant accident is defined to include events where personal injury is sustained, or property loss of substance is sustained, or where the event posed a significant threat of loss or personal injury.

Project Coordination 01 04 00 - 3

A. Pre-Installation Conferences: Hold a pre-installation meeting at the project site well before installation of each unit of work which requires coordination with other work. Installer and representatives of the manufacturers and fabricators who are involved in or affected by that unit of work, and with its coordination or integration with other work that has preceded or will follow shall attend this meeting. Advise the Architect/Engineer of scheduled meeting dates.

1. At each meeting review progress of other work and preparations for the particular work under consideration including specific requirements for the following:

a. Contract documents.

b. Options.

c. Related change orders.

d. Purchases.

e. Deliveries

f. Shop drawings, product data and quality control samples.

g. Possible conflicts and compatibility problems.

h. Time schedules.

i. Weather limitations.

j. Manufacturer's recommendations.

k. Compatibility of materials.

l. Acceptability of substrates.

m. Temporary facilities.

n. Space and access limitations.

o. Governing regulations.

p. Safety.

q. Inspection and testing requirements.

r. Required performance results.

s. Recording requirements.

t. Protection.

2. Record significant discussions of each conference, and record agreements and disagreements, along with the final plan of action. Distribute the record of meeting promptly to everyone concerned, including the Owner and Architect/Engineer.

3. Do not proceed with the work if the pre-installation conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the work and reconvene pre-installation at the earliest feasible date.

B. Installer's Inspection of Conditions: Require the Installer of each major unit of work to inspect the substrate to receive the work and conditions under which the work is to be performed. The Installer shall report all unsatisfactory conditions in writing to the Contractor. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer.

C. Manufacturer's Instructions: Where installations include manufactured products, comply with the manufacturer`s applicable instructions and recommendations for installation, to the extent that these instructions and recommendations are more explicit or more stringent than requirements indicated in the Contract Documents. Provide copies of manufacturer's printed instructions with submittals and as requested by the Architect.

D. Inspect each item of materials or equipment immediately prior to installation. Reject damaged and defective items. Provide attachment and connection devices and methods for securing work. Secure work true to line and level, and within recognized industry tolerances. Allow expansion and building movement. Provide uniform joint width in exposed work. Arrange joints

Project Coordination 01 04 00 - 4 in exposed work to obtain the best visual effect. Refer questionable visual-effect choices to the Architect/Engineer for final decision.

E. Recheck measurements and dimensions of the work, as an integral step of starting each installation.

F. Install each unit-of-work during weather conditions and project status, which will ensure the best possible results in coordination with the entire work. Isolate each unit of work from incompatible work as necessary to prevent deterioration.

G. Coordinate enclosure of the work with required inspections and tests, so as to minimize the necessity of uncovering the work for that purpose.

H. Mounting Heights: Where mounting heights are not indicated, mount individual units of work at industry recognized standard, mounting heights for the particular application indicated. Refer questionable mounting height choices to the Architect/Engineer for final decision.

3.02 CLEANING AND PROTECTION:

A. General: During handling and installation of work at the project site, clean and protect work in progress and adjoining work at the basis of continuous maintenance. Apply protective covering on installed work where it is required to ensure freedom from damage or deterioration at time of substantial completion.

B. Clean and perform maintenance on installed work as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects

C. Limiting Exposures of Work: To the extent possible through reasonable control and protection methods, supervise performance of the work in such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Such exposures include, where applicable, but not by way of limitation the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling.

16. Bacteria.

17. Insect infestation.

18. Combustion.

19. Electrical current.

20. High speed operation, improper lubrication, unusual wear or other misuse.

21. Incompatible interface.

22. Destructive testing.

23. Misalignment.

24. Excessive weathering.

25. Unprotected storage.

26. Improper shipping or handling.

Project Coordination 01 04 00 - 5

27. Theft.

28. Vandalism.

3.03 CONSERVATION AND SALVAGE:

A. General: It is a requirement for supervision and administration of the work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein.

Refer to other sections for required disposition of salvage materials, which are the Owner's property.

Cutting And Patching 01 04 50 - 1

SECTION 01 04 50

CUTTING AND PATCHING

PART 1 – GENERAL

1.01 RELATED DOCUMENTS:

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

1.02 DESCRIPTION OF REQUIREMENTS:

A. Definition: "Cutting and patching includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

1. "Cutting and patching" is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed or for other similar purposes.

2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be "cutting and patching" under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be "cutting and patching".

3. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work.

4. Unless otherwise specified, requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.

1.03 QUALITY ASSURANCE:

A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio. When in doubt, notify Architect/Engineer.

B. Before cutting and patching the following categories of work, obtain the Architect/Engineer's approval to proceed with cutting and patching as described in the procedural proposal for cutting and patching.

1. Structural steel.

2. Miscellaneous structural metals, including lintels, equipment supports, stair systems and similar categories of work.

3. Structural concrete.

4. Foundation construction.

5. Timber and primary wood framing.

6. Bearing and retaining walls.

7. Structural decking.

8. Piping, ductwork, vessels and equipment.

C. Operational and Safety Limitations: Do not cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life or decreased safety.

D. Before cutting and patching the following elements of work, and similar work elements where directed, obtain the Architect/Engineer's approval to proceed with cutting and patching as proposed in the proposal for cutting and patching.

1. Shoring, bracing, and sheeting.

2. Primary operational systems and equipment.

3. Water/moisture/vapor/air/smoke barriers, membranes and flashings.

4. Noise and vibration control elements and systems.

5. Control, communication, and electrical wiring systems.

Cutting And Patching 01 04 50 - 2

E. Visual Requirements: Do not cut and patch work exposed on the building's exterior or in it's occupied spaces, in a manner that would, in the Architect/Engineer's opinion, result in lessening the building's aesthetic qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Architect/Engineer to be cut and patched in a visually unsatisfactory manner.

F. If possible, retain the original installer or fabricator, or another recognized experienced and specialized firm to cut and patch the following categories of exposed work.

1. Roofing.

2. Preformed metal panels.

3. Stucco and plaster.

4. Acoustical ceilings.

5. Resilient flooring.

6. Carpeting.

7. Wall covering.

8. HVAC enclosures, cabinets or covers.

1.04 SUBMITTALS:

A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:

1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.

2. List products to be used and firms that will perform work.

3. Give dates when work is expected to be performed.

4. List utilities that will be disturbed or otherwise be affected by work, including those that will be relocated and those that will be out-of-service temporarily. Indicate how long utility service will be disrupted.

5. Where cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations to show how that reinforcement is integrated with original structure to satisfy requirements.

6. Approval by the Architect/Engineer to proceed with cutting and patching work does not waive the Architect/Engineer's right to later require complete removal and replacement of work found to be cut and patched in an unsatisfactory manner.

PART 2 – PRODUCTS

2.01 MATERIALS:

A. General: "Except as otherwise indicated, or as directed by the Architect/Engineer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics

PART 3 – EXECUTION

3.01 INSPECTION:

A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

B. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.

Cutting And Patching 01 04 50 - 3

A. Temporary Support: To prevent failure, provide temporary support of work to be cut.

B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations.

1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

2. Take precautions not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.

3.03 PERFORMANCE:

A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Architect/Engineer, proceed with cutting and patching at the earliest feasible time and complete work without delay.

B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installer's recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

2. Comply with requirements of applicable sections of Division 2 where cutting and patching requires excavating and backfilling.

3. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

C. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work.

1. Where feasible, inspect and test patched areas to demonstrate integrity of work.

2. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials.

4. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat.

5. Patch, repair or re-hang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.04 CLEANING:

A. Thoroughly clean areas and spaces where work is performed or used as access to work.

Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

Shop Drawings, Product Data and Samples 01 34 00 - 1

SECTION 01 34 00

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

PART 1 – GENERAL

1.01 RELATED DOCUMENTS:

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

1.02 DESCRIPTION OF REQUIREMENTS:

A. General: This section specifies procedural requirements for non-administrative submittals including shop drawings, product data, samples and other miscellaneous work-related submittals. Shop drawings, product data, samples and other work-related submittals are required to amplify, expand and coordinate the information contained in the Contract Documents.

1. Refer to other Division-1 sections and other contract documents for specifications on administrative, non-work-related submittals. Such submittals include, but are not limited to the following items:

a. Permits.

b. Payment applications.

c. Performance and payment bonds.

d. Insurance certificates.

e. Inspection and test reports.

f. Schedule of values.

g. Progress Reports.

h. Listing of subcontractors.

B. Shop drawings are technical drawings and data that have been specially prepared for this project, including but not limited to the following items:

1. Fabrication and installation drawings.

2. Setting diagrams.

3. Shopwork manufacturing instructions.

4. Templates.

5. Patterns.

6. Coordination drawings (for use on-site).

7. Schedules.

8. Design mix formulas.

9. Contractor's engineering calculations.

10. Standard information prepared without specific reference to a project is not considered to be shop drawings.

1.03 PRODUCT DATA INCLUDES STANDARD PRINTED INFORMATION ON MANUFACTURED

PRODUCTS THAT HAS NOT BEEN SPECIALLY-PREPARED FOR THIS PROJECT,

INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS:

1. Manufacturer's product specifications and installation instructions.

2. Standard color charts.

3. Catalog cuts.

4. Roughing-in diagram and templates.

5. Standard wiring diagrams.

6. Printed performance curves.

7. Operational range diagrams.

8. Mill reports.

9. Standard product operating and maintenance manuals.

B. Samples are physical examples of work, including but not limited to the following items:

Shop Drawings, Product Data and Samples 01 34 00 - 2

1. Partial sections of manufactured or fabricated work.

2. Small cuts or containers of materials.

3. Complete units of repetitively-used materials.

4. Swatches showing color, texture and pattern.

5. Color range sets.

6. Units of work to be used for independent inspection and testing.

7. Mock-ups are special forms of samples, which are too large or otherwise inconvenient for handling in the manner specified for transmittal of sample submittals.

C. Miscellaneous submittals are work-related, non-administrative submittals that do not fit in the three previous categories, including, but not limited to the following:

1. Specially-prepared and standard printed warranties.

2. Maintenance agreements.

3. Workmanship bonds.

4. Survey data and reports.

5. Project photographs.

6. Testing and certification reports.

7. Record drawings.

8. Field measurement data.

9. Operating and maintenance manuals.

10. Keys and other security protection devices.

11. Maintenance tools and spare parts.

12. Overrun stock.

1.04 SUBMITTAL PROCEDURES:

A. General: Refer to the General Conditions for basic procedures for submittal handling:

B. Coordination: Coordinate the preparation and processing of submittals with the performance of the work. Coordinate each separate submittal with other submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

1. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the Architect/Engineer's need to review a related submittal. The Architect/Engineer reserves the right to withhold action on any submittal requiring coordination with other submittals until related submittals are forthcoming

C. Scheduling: In each appropriate administrative submittal, such as the progress schedule, show the principal work-related submittals and time requirements for coordination of submittal activity with related work.

D. Listing: Prepare a separate listing showing principal work-related submittals and their initial submittal dates as required for coordination of the work. Organize the listing by the related specification number sequence. Submit the listing within 30 days of the date of commencement of the work.

E. Coordination of Submittal Times: Prepare and transmit each submittal to the Architect/Engineer sufficiently in advance of the scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so that processing will not be delayed by the Architect/Engineer's need to review submittals concurrently for coordination. All submittals for the entire project shall be received by the Architect not later than 90 days from Notice to Proceed.

F. Review Time: Allow sufficient time so that the installation will not be delayed as a result of the time required to properly process submittals, including time for resubmittal, if necessary. Advise the Architect/Engineer on each submittal, as to whether processing time is critical to the progress of the work, and if the work would be expedited if processing time could be shortened.

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1. Allow two weeks for the Architect/Engineer's initial processing of each submittal. Allow a longer time period where processing must be delayed for coordination with subsequent submittals. The Architect/Engineer will advise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination.

2. Allow one week for reprocessing each submittal.

3. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Architect/Engineer sufficiently in advance of the work.

G. Submittal Preparation: Mark each submittal with a permanent label for identification. Provide the following information on the label for proper processing and recording of action taken.

1. Project name.

2. Date.

3. Name and address of Architect/Engineer.

4. Name and address of Contractor.

5. Name and address of subcontractor

6. Name and address of supplier.

7. Name of manufacturer.

8. Number and title of appropriate specification section.

9. Drawing number and detail references, as appropriate.

10. Similar definitive information as necessary.

H. Provide a space on the label for the Contractor review and approval markings, and a space for the Architect/Engineer's "Action" marking.

I. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.

Transmit each submittal from the Contractor to the Architect/Engineer, and to other destinations as indicated, by use of a transmittal form. Submittals received from sources other than the Contractor will be returned to the sender "without action".

J. Transmittal Form: The form required to be used for transmittal of submittals is shown by the sample form at the end of this section.

1. Record relevant information and requests for data on the transmittal form. On the transmittal form, or on a separate sheet attached to the form, record deviations from the requirements of the Contract Documents, if any, including minor variations and limitations.

1.05 SPECIFIC SUBMITTAL REQUIREMENTS:

A. General: Specific submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

1. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

B. Shop Drawings: Information required on shop drawings includes, dimensions, identification of specific products and materials which are included in the work, compliance with specified standards and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

C. Coordination Drawings: Provide continuous drawings where required for the integration of the work, including work first shown in detail on shop drawings or product data. Show sequencing and relationship of separate units of work, which must interface in a restricted manner to fit in the space provided, or function as indicated. Coordination drawings are considered shop drawings and must be definitive in nature.

1. Refer to Division-23 and Division-26 sections for additional general requirements applicable to shop drawings for mechanical and electrical work, respectively.

2. Do not permit shop drawings copies without an appropriate final "Action" marking by the

Contractor and the Architect/Engineer to be used in connection with the work.

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D. Preparation: Submit newly prepared information, drawn to accurate scale on sheets not less than 8-1/2" x 11"; except for actual pattern or template type drawings, the maximum sheet size shall not exceed 24" x 36". Indicate the name of the firm that prepared each shop drawing and provide appropriate project identification in the title block. Provide a space not less than 20 sq.

in. beside the title block for marking the record of the review process and the Architect/Engineer's "Action" marking.

1. Do not reproduce contract documents or copy standard printed information as the basis of shop drawings.

E. Initial Submittal: Provide one correctable translucent reproducible print and one blue-line or black-line print; the reproducible print will be returned.

F. Final Submittal: Provide 3 prints plus 3 additional prints where they are required for maintenance manuals. 2 prints will be retained; the remainder will be returned. One of the prints returned will be marked-up and maintained by the Contractor as a "Record Document".

G. Product Data: General information required specifically as product data includes manufacturer's standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

1. Refer to Division-15 and Division-16 sections for additional general requirements applicable to product data for mechanical and electrical work respectively.

H. Preparation: Collect required product data into a single submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to the project.

Where project data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included on this submittal, mark the copies to show clearly that such information is not applicable.

1. Where product data must be specially prepared for required products, materials or systems, because standard printed data is not suitable for use, submit data as "shop drawings" and not as "product data".

I. Submittals: Product data submittal is required for information and record and to determine that the products, materials and systems comply with the provisions of the contract documents.

Therefore, the initial submittal is also the final submittal, except where the Architect/Engineer observes that there is non-compliance with the provisions of the contract documents and returns the submittal promptly to the Contractor marked with the appropriate "Action".

1. Provide a preliminary single-copy submittal where required, for selection of options by the

Architect/Engineer.

J. Initial Submittal: Except as otherwise indicated in individual sections of these specifications, submit 5 copies of each required product data submittal, plus 3 additional copies where required for maintenance manuals. The Architect/Engineer will retain one copy, and will return the other marked with "Action" and corrections or modifications as required.

1. Do not submit product data or allow its use on the project, until compliance with the requirements of the contract documents has been confirmed by the Contractor.

K. Final Distribution: Furnish copies of product data to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities and others as required for proper performance of the work. Show distribution on transmittal form.

L. Installation Copy: Do not proceed with installation of materials, products and systems until a copy of product data applicable to the installation is in the possession of the installer. Do not permit the use of unmarked copies of product data in connection with the performance of the work.

M. Samples: Submit samples for the Architect/Engineer's visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with

Shop Drawings, Product Data and Samples 01 34 00 - 5 other related elements of the work. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

N. Refer to individual work sections of these specifications for additional sample requirements, which may be intended for examination or testing of additional characteristics. Compliance with other required characteristics is the exclusive responsibility of the Contractor; such compliance is not considered in the Architect/Engineer's review and "Action" indication on sample submittals.

O. Documentation required specifically for sample submittals includes a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availability, sizes, delivery time, and similar limiting characteristics.

P. Refer to individual sections of these specifications for samples which, because of their relatively high cost or other special considerations, are intended to be returned, to the Contractor for incorporation in the work. Such samples must be in an undamaged condition at the time of use.

On the transmittal form to the Architect/Engineer, indicate such special requests regarding the disposition of sample submittals.

Q. Submittal: At the Contractor's option, and depending upon the nature of the anticipated response from the Architect/Engineer, the initial submittal of samples may be either a preliminary submittal or a final submittal.

1. Preliminary submittal, at Contractor's option of a single set of samples, is required where requirements indicate the Architect/Engineer's selection of color, pattern, texture or, similar characteristics from a manufacturer's range of standard choices is necessary.

Preliminary submittals will be reviewed and returned with the Architect/Engineer's "Action" marking.

R. Final Submittals: Submit 3 sets of samples in the final submittal, one set will be returned.

S. Distribution of Samples: Maintain the final submittal sets of samples, as returned by the

Architect/Engineer, at the project site, available for quality control comparisons throughout the course of performing the work. In addition, throughout the final submittal sets may be used to obtain final acceptance of the work associated with each set. Prepare and distribute additional sets of samples to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities, and others as required for proper performance of the work. Show final distribution on transmittal forms.

T. Mock-Ups are similar samples specified in individual work sections are special types of samples. Comply with sample submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity.

U. Miscellaneous Submittals:

V. Inspection and Test Reports: Classify each inspection and test report as being either “shop drawings" or "product data" depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production.

Process inspection and test reports accordingly.

W. Warranties: Refer to section "Products and Substitutions" for specific general requirements on warranties, product bonds, workmanship bonds and maintenance agreement. In addition to copies desired for the Contractor's use, furnish 1 executed copy of such warranties, bonds or agreements. Provide 3 additional copies where required for Warranty manuals.

X. Survey Data: Refer to section "Project Coordination" for specific general requirements on property surveys, field measurements, quantitative records of actual work, damage surveys and similar data required by the individual sections of these specifications. None of the specified copies will be returned.

Y. Records of Actual Work: Furnish 4 copies of records of actual work, which will be included in the Record Drawings as specified in section "01700 Project Closeout".

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Z. Standards: Where submittal of a copy of standards is indicated, and except where copies of standards are specified as an integral part of a “Product Data" submittal, submit a single copy of standards for the Architect/Engineer's use. Where workmanship, whether at the project site or elsewhere is governed by a standard, furnish additional copies of the standard to fabricators, installers and others involved in the performance of the work.

AA. Closeout Submittals: Refer to section "Project Closeout" and to individual sections of these specifications for specific submittal requirements of project closeout information, materials, tools, and similar items.

BB. Record Documents: Furnish set of original documents as maintained on the project site.

(Contractors Field Set of Prints and Project Manual)

CC. Operating and Maintenance Data: Furnish 4 bound copies of operating data and maintenance manuals.

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

EE. General Distribution: Provide additional distribution of submittals to contractors, suppliers, fabricators, installers, governing authorities and others as necessary for the proper performance of the work. Include such additional copies of submittals in the transmittal to the Architect/Engineer where the submittals are required to receive “Action" marking before final distribution. Record distributions on transmittal forms.

1.06 ARCHITECT/ENGINEER'S ACTION:

A. General: Except for submittals for the record and similar purposes, where action and return on submittals is required or requested, the contractor shall first review and approve each submittal, after which the Architect/Engineer will review each submittal, mark with appropriate "Action", and…