22-26-00005 Amended Technical Specifications - Southshore Library Renovations.pdf

TABLE OF CONTENTS

Rev 05/30/25

DIVISION TITLE PAGES

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DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

DEVELOPED BETWEEN OWNER AND CONSTRUCTION MANAGER

FOR DIVISION 0 GENERAL REQUIREMENTS REFER TO MISCELLANEOUS FACILITIES CONSTRUCTION (Level B) – TERM CONTRACT 13

DIVISION 1 – GENERAL REQUIREMENTS

01 01 00 SUMMARY OF WORK

01 03 00 ALTERNATES

01 04 00 PROJECT COORDINATION

01 04 50 CUTTING AND PATCHING

01 07 00 ABBREVIATIONS

01 09 50 REFERENCE STANDARDS AND DEFINITIONS

01 20 00 PROJECT MEETINGS

01 25 00 SUBSTITUTION PROCEDURES

01 25 10 SUBSTITUTION REQUEST FORM

01 26 00 CONTRACT MODIFICATION PROCEDURES

01 29 00 PAYMENT PROCEDURES

01 30 00 CONTRACTOR SUBMITTALS

01 31 00 BAR CHART SCHEDULE

01 34 00 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

01 40 00 QUALITY CONTROL

01 41 00 REGULATORY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES (Rev 05/30/25)

01 50 10 PROJECT CONSTRUCTION SIGN

01 50 50 MOBILIZATION

01 51 00 PROJECT CONSTRUCTION SIGN

01 52 00 CONSTRUCTION AIDS

01 54 00 SECURITY

01 56 00 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 PRODUCT REQUIREMENTS

01 61 00 FLORIDA PRODUSCT APPROVAL REQUIREMENTS

01 70 00 CONTRACT COMPLETION, START-UP, AND CLOSEOUT

01 71 00 FINAL CLEANING

01 72 00 PROJECT RECORD DOCUMENTS (Rev 05/30/25)

01 73 00 EXECUTION REQUIREMENTS

01 73 20 INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

01 74 00 WARRANTIES, BONDS, AND SERVICE CONTRACTS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 20 OPERATING AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

DIVISION 2 – EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITION

DIVISION 3 – CONCRETE

03 10 00 CONCRETE FLOOR REMOVAL AND REPLACEMENT

03 54 16 HYDRAULIC CEMENT UNDERLAYMENT

DIVISION 4 – MASONRY

NOT APPLICABLE

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DIVISION 5 – METALS

NOT APPLICABLE

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 8 – OPENINGS

08 12 13 HOLLOW METAL FRAMES

08 14 16 FLUSH WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 9 – FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 51 23 ACOUSTICAL TILE CEILINGS

09 54 23 LINEAR METAL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES (Rev 08/28/24) 09 65 19 RESILIENT TILE FLOORING (Rev 08/28/24)

09 68 13 TILE CARPETING

09 91 23 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

10 26 00 WALL AND DOOR PROTECTION

DIVISION 11 – EQUIPMENT

NOT APPLICABLE

11 51 23 LIBRARY STACK SYSTEMS (Issued 05/30/25)

DIVISION 12 – FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 23.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS

12 56 00 INSTITUTIONAL FURNITURE (Issued 05/30/25)

DIVISION 13 – SPECIAL CONSTRUCTION

NOT APPLICABLE

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DIVISION 14 – CONVEYING SYSTEMS

NOT APPLICABLE

DIVISION 21 – FIRE SUPPRESSION SYSTEM

21 00 00 FIRE SUPPRESSION SYSTEMS (Rev 06/03/25)

DIVISION 22 – PLUMBING

NOT APPLICABLE

DIVISION 23 – HEATING, VENTILATION, AND AIR-CONDITIONING (HVAC)

23 00 00 HEATING, VENTILATING, AND AIR CONDITIONING – (HVAC) (Rev 06/03/25)

23 05 93 TESTING, ADJUSTING AND BALANCING

23 07 00 HVAC INSULATION

23 30 00 AIR DISTRIBUTION SYSTEM

23 36 00 VARIABLE AIR VOLUME BOXES

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL GENERAL REQUIREMENTS

26 05 19 ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 20 TYPE MC CABLE

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 27 26 WIRING DEVICES

26 28 16 CIRCUIT BREAKERS

26 51 00 LIGHTING FIXTURES AND LAMPS

DIVISION 27 – COMMUNICATIONS

NOT APPLICABLE

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

NOT APPLICABLE

DIVISION 31 – EARTHWORK

NOT APPLICABLE

DIVISION 32 – EXTERIOR IMPROVEMENTS

NOT APPLICABLE

DIVISION 33 – UTILITIES

NOT APPLICABLE

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END OF TABLE OF CONTENTS

SouthShore Library Renovation

CIP #76037000

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TEMPORARY FACILITIES 01 50 00 - PAGE 1 OF 8

SECTION 01 50 00 - TEMPORARY FACILITIES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes requirements for construction facilities and temporary controls, including temporary utilities, support facilities, and security and protection.

B. Temporary utilities include, but are not limited to:

1. Water service and distribution.

2. Temporary electric power and light.

3. Ventilation.

4. Telephone service.

5. Sanitary facilities.

6. Storm and sanitary sewer.

C. Support facilities include, but are not limited to:

1. Field offices and storage sheds.

2. Temporary roads and paving.

3. Dewatering and drains.

4. Temporary enclosures.

5. Temporary project identification signs and bulletin boards.

6. Waste disposal services.

7. Rodent and pest control.

8. Construction aids and miscellaneous services and facilities.

D. Security and protection facilities include, but are not limited to:

1. Site enclosure fence.

2. Security enclosure and lockup.

3. Temporary fire protection.

4. Barricades, warning signs, and lights.

5. Temporary enclosures.

6. Temporary partitions.

7. Fire protection.

8. Environmental protection.

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1.3 INFORMATIONAL SUBMITTALS

A. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Construction Manager personnel responsible for management of fire-prevention program.

B. Moisture-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage.

1. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage.

2. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work.

3. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.

C. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Identify further options if proposed measures are later determined to be inadequate. Include the following:

1. Locations of dust-control partitions at each phase of work.

2. HVAC system isolation schematic drawing.

3. Location of proposed air-filtration system discharge.

4. Waste handling procedures.

5. Other dust-control measures.

1.4 QUALITY ASSURANCE

A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following:

1. Building code requirements.

2. Health and safety regulations.

3. Utility company regulations.

4. Police, fire department, and rescue squad rules.

5. Environmental protection regulations.

B. Accessible Temporary Egress: Comply with applicable provisions in the U.S.

Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines.

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C. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations," ANSI A10 Series standards for "Safety Requirements for Construction and Demolition," and NECA Electrical Design Library "Temporary Electrical Facilities."

1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code."

D. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.

1.5 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

B. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to the COUNTY, change over from use of temporary service to use of permanent service.

C. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Maintain facilities clean and neat on a regular basis. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with progress. Take necessary fire-prevention measures. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site. Comply with Section 01710 - Final Cleaning for administrative and procedural requirements.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Provide new materials. If acceptable to the COUNTY, the CONTRACTOR may use undamaged, previously used materials in serviceable condition. Provide materials suitable for use intended.

B. Chain-Link Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized steel, chain-link fabric fencing; minimum 6 feet high with galvanized steel pipe posts;

minimum 2-3/8-inch- OD line posts and 2-7/8-inch- OD corner and pull posts.

C. Lumber and Plywood: Comply with requirements in Division 6 Section "Rough Carpentry."

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D. Water: Provide potable water approved by local health authorities.

E. Gypsum Board: Minimum 1/2 inch thick by 48 inches wide by maximum available lengths; regular-type panels with tapered edges. Comply with ASTM C 36/C 36M.

F. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.

G. Paint: Comply with requirements in Division 9 painting Sections.

2.2 EQUIPMENT

A. General: Provide new equipment. If acceptable to the COUNTY, the CONTRACTOR may use undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended.

B. Temporary Offices: CONTRACTOR shall set up a well-lighted temporary field office within the area being renovated at the time time for use by his superintendent and for construction meetings for the duration of the WORK.

The area shall be air-conditioned and adequately furnished for drawing layout and construction meetings. At a minimum, the furnishings shall include standard desk, 8-10 person conference table, plan table plan rack, file cabinet and chairs.

C. Temporary Toilet Units: Provide self-contained, single-occupant toilet units of the chemical, aerated recirculation, or combustion type. Provide units properly vented and fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.

D. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers, or a combination of extinguishers of NFPA-recommended classes for the exposures.

1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure.

E. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide equipment acceptable to authorities having jurisdiction, and marked for intended use.

F. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 14 at each return air grille in system and remove at end of construction.

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PART 3 - EXECUTION

3.1 INSTALLATION

A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.

B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Engage the appropriate local utility company to apply for service, obtain meter and install temporary service or connect to existing service.

Where company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with company recommendations.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner and authorities having jurisdiction. At Substantial Completion, restore these facilities to condition existing before initial use.

1. Where installations below an outlet might be damaged by spillage or leakage, provide a drip pan of suitable size to minimize water damage.

Drain accumulated water promptly from pans.

C. Water Service: Provide water service and distribution piping of sizes and pressures adequate for construction until permanent water service is in use.

D. Temporary Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, overload-protected disconnects, automatic ground-fault interrupters, and main distribution switchgear.

E. Temporary Lighting: When overhead floor or roof deck has been installed, provide temporary lighting with local switching.

F. Temporary Telephones: Provide temporary telephone service throughout the construction period for personnel engaged in construction activities.

CONTRACTOR'S key personnel must be available for communication for duration of Work by telephone, cellular phone, and facsimile machine.

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G. Toilets: Install self-contained toilet units.

H. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.

I. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption.

J. Electric Power Service: Use of Owner's existing electric power service will be permitted as long as equipment is maintained in a condition acceptable to Owner.

1. Connect temporary service to Owner's existing power source, as directed by Owner.

2. Where necessary to serve temporary facilities remote from the existing structure, install electric power service overhead, unless otherwise indicated.

K. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations and inspections.

1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.

L. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install a minimum of two telephone line(s) for each field office.

1. Provide superintendent with cellular telephone or portable two-way radio for use when away from field office.

M. Electronic Communication Service: Provide temporary electronic communication service, including electronic mail, at field office.

1. Provide DSL T-1 line in primary field office.

3.3 SUPPORT FACILITIES INSTALLATION

A. Locate storage sheds, field offices, and other temporary construction and support facilities for easy access and removal. Refer to drawings for Contractor staging area.

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1. Maintain support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the COUNTY.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use areas originated by Owner for parking by construction personnel.

D. Dewatering and Drains: Maintain the site, excavations, and construction free of water.

E. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.

F. Project Identification and Temporary Signs: Prepare project identification and other signs of size indicated. Do not permit installation of unauthorized signs.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Except for use of permanent fire protection as soon as available, do not change over from use of temporary security and protection facilities to permanent facilities until Substantial Completion, or longer, as requested by the COUNTY.

B. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations."

C. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights.

D. Enclosure Fence: Before construction operations begin, furnish and install temporary enclosure fence in a manner that will prevent people and animals from easily entering restricted areas of site except by entrance gates, as designated on the site plan and phasing plans. CONTRACTOR is to provide temporary chain link fence and their own locks on the temporary gates.

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E. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result.

F. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. Partitions are to be constructed in accordance with details provided on drawings.

3.5 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse.

B. Maintenance: Maintain facilities in good operating condition until removal.

Protect from damage by high winds, rain and similar elements.

C. Termination and Removal: Remove each temporary facility when the need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

D. At Substantial Completion, clean, and renovate permanent facilities used during the construction period including, but not limited to, the following:

1. Replace air filters and clean inside of ductwork and housings.

2. Replace significantly worn parts and parts subject to unusual operating conditions.

3. Replace lamps burned out or noticeably dimmed by hours of use.

4. Clean HVAC coils, etc.

END OF SECTION

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PROJECT RECORD DOCUMENTS 01 72 00 - PAGE 1 OF 6

SECTION 01 72 00 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for Project Record Documents.

1. Record Drawings and specifications

2. Operating and Maintenance documents

3. Miscellaneous Records

4. Instruction of the COUNTY operating personnel in operation and maintenance of building systems and equipment.

B. Specific record copy requirements that expand requirements of this Section are included in the individual Sections of Divisions 2 through 33.

C. General project close-out requirements are included in Section 01700 "Contract Completion, Start-Up, and Closeout "

D. General requirements for submittal of Project Record Documents are included in Section 01300 "Contractor Submittals."

E. Maintenance of Documents and Samples: Store record documents and Samples in the field office apart from CONTRACTOR’s Documents used for construction. Do not permit Project Record Documents to be used for construction purposes. Maintain record documents in good order, and in a clean, dry, legible condition. Make documents and Samples available at all times for inspection by the Project Manager and Professional.

1.3 RECORD DOCUMENTS

A. General: Do not use record documents for construction purposes; protect from deterioration and lock in a secure, fire-resistant location; provide access to record documents for the COUNTY review during normal working hours.

1. Responsibility for Markup: Where feasible, the individual or entity who obtained record data, whether the individual or entity is the installer, subcontractor, or similar entity, is required to prepare the mark-up on Record Drawings.

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2. Accurately record information in an understandable drawing technique.

3. Record data as soon as possible after it has been obtained. In the case of concealed installations, record and check the mark-up prior to concealment.

B. Record Drawings: Maintain a clean, undamaged set of blue or black line whiteprints of Construction Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross-reference at the corresponding location on the Construction Drawings.

Give particular attention to concealed elements that would be difficult to measure and record at a later date.

C. Record Specifications: Maintain one complete copy of the Construction Specifications, including addenda, and one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. Note related to record drawing information and Product Data.

D. Record Product Data: Maintain one copy of each Product Data submittal.

Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations. Give particular attention to concealed products and portions of the Work, which cannot otherwise be readily discerned later by direct observation. Indicate related Change Orders and mark-up of record drawings and Specifications.

E. Record Sample Submitted: Immediately prior to the date or dates of Substantial Completion, the CONTRACTOR will meet at the site with User Agency personnel to determine which of the submitted Samples that have been maintained during progress of the Work are to be transmitted to User Agency for record purposes. Comply with delivery to User’s Sample storage area.

F. Miscellaneous Record Submittals: Refer to Section 01300 "Contractor Submittals" for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records, and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Professional/Project Manager for the COUNTY'S records.

G. Maintenance Manuals: Organize operating and maintenance data into suitable sets of manageable size as described in Section 01730 "Operating and Maintenance Data".

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H. Electronic files: The COUNTY will furnish a compact disc containing the Project’s electronic files to the CONTRACTOR. The CONTRACTOR shall transfer all information on the marked record drawings set to electronic files utilizing a program and format acceptable to the COUNTY. The transfer of information must be provided by a professional drafter. The PROFESSIONAL shall review and approve the resulting electronic record. A printed copy will then be furnished with the approved electronic record (on compact disc) by the CONTRACTOR to the COUNTY.

I. Mark-up Procedure for documents: During the construction period, maintain a set of prints of Final Construction Drawings, and one copy of the Final Construction Specifications, including addenda and modifications issued for Project Record Document purposes. Mark the Drawings to indicate the actual installation where the installation varies appreciably from the installation shown originally. Give particular attention to information on concealed elements, which would be difficult to identify or measure and record later. Mark the Specifications to indicate the actual installation where the installation varies substantially from that indicated in Specifications and modifications issued.

Note related Project Record Drawing information, where applicable. Give particular attention to substitutions, selection of product options, and information on concealed installations that would be difficult to identify or measure and record later. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the Work.

1. All deviations must be highlighted on the record drawings using a "Cloud".

If any revisions to the original plans require a Change Order, the "Cloud" shall include the Change Order number.

J. Minimum Record Drawings Standards: All as-built conditions must be noted as follows:

1. Mark new information that is important to the COUNTY but was not shown on Contract Drawings or Shop Drawings.

2. Note related Change Order numbers where applicable.

3. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set.

4. Locate valves, fittings, plugs, caps, and taps for pipelines.

5. Provide invert elevation of all drainage and sewage services.

6. Note limits, dimensions, and depth of concrete encasement, casing pipe, and sheeting.

7. Note horizontal and vertical locations of other public and private utilities when they are encountered during construction.

8. Indicate size, type, depth, location, and limits of any abandoned pipe that is part of design. Include type of abandonment (i.e., end plug, mortar filled, etc.).

9. Roadway: Provide elevations of all roadway vertical control points and terminations of curb returns.

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10. Building: All dimensional changes larger than 1/4". Material and substitution changes from specified materials. Changes to design and room layouts. Structural modifications. Electrical panelboard and equipment changes including corrected circuit numbers as they appear on panelboard directories. Corrected motor horsepower or full load amperages. Mechanical equipment, changes in duct work, layout, and equipment.

11. Mark actual manufacturer, trade name, catalog, and supplier of each product changes made by change order or field order.

1.4 SITE RECORD DOCUMENTS

A. The CONTRACTOR shall also submit Final Site "As-Built" plans, for project site, as electronic files and in paper copy signed by a Florida Registered Land Surveyor, according to the following requirements:

1. All site horizontal and vertical controls, grade, elevations for roadways and walks, all drainage related systems and ponds, mitigation areas, building locations and finish floor elevations, site amenities locations, elevations and associated landscaping as previously requested.

B. The CONTRACTOR shall require the Registered Land Surveyor to make periodic inspections of the work during construction to verify that the work remains in conformance with the Plans and Specifications.

1.5 OTHER SUBMITTALS REQUIREMENTS

A. Record Copies: Immediately after the inspection for Certification of Substantial Completion, review completed marked-up record Drawings with the Project Manager and Professional. When authorized, prepare a full set of corrected drawings and electronic files of CONTRACTOR'S Marked up Drawings.

1. Incorporate changes and additional information previously marked on record print sets as described above. Erase, redraw, and add details and notations where applicable. Identify and date each Drawing; include the printed designation "PROJECT RECORD DRAWINGS" in a prominent location on each Drawing.

2. Incorporate changes in CADD files of Final Construction Documents.

3. The CONTRACTOR is responsible for printing and distributing copies.

4. Review of Copies: Before copying and distributing, submit corrected transparencies and the original marked-up prints to the Professional for review. When acceptable, the CONTRACTOR will initial and date each copy, indicating acceptance of general scope of changes and additional information recorded, and of the quality of drafting. The copies and the original marked-up prints will be reviewed by the Professional and then returned to the CONTRACTOR for organizing into sets, printing, binding and final submittal.

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B. Distribution: Copies and Distribution: After completing the preparation of record drawings, print 3 prints of each Drawing, whether or not changes and additional information were recorded. Organize the copies into manageable sets. Bind each set with durable paper cover sheets, with appropriate identification, including titles, dates and other information on cover sheets.

1. Organize and bind original marked-up set of prints and specifications that were maintained during the construction period in the same manner.

2. Submit the marked-up record set, specifications, 3 copy sets, and flashdrive to the COUNTY for COUNTY'S records. The CONTRACTOR will retain one copy set.

1.6 OPERATING RECORDS AND MAINTENANCE MANUAL SUBMITTAL

A. Submit, three (3) copies of required records and maintenance, operating, warranty manuals after issuance of the Certificate of Substantial Completion, but prior to the Final Completion (to include electronic files). Manuals shall be submitted and prepared in compliance with Section 01 30 00 "Contractor Submittals" and Sections 01 78 20 "Operating and Maintenance Data".

1.7 MISCELLANEOUS RECORD SUBMITTALS

A. Refer to other Specification Sections for miscellaneous record- keeping requirements and submittals in connection with various construction activities.

Immediately prior to Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for use and reference. Submit to the Professional for the COUNTY'S records, if applicable, the following:

1. Categories of requirements resulting in miscellaneous records include, but are not limited to the following, if applicable:

a. Field records on excavations and foundations.

b. Field records on underground construction and similar Work.

c. Authorized measurements utilizing unit prices or allowances.

d. Certifications received in lieu of labels on bulk products.

e. Batch mixing and bulk delivery records.

f. Testing and qualification of tradesmen.

g. Documented qualification of installation firms.

h. Load and performance testing.

i. Inspections and certifications by governing authorities.

j. Leakage and water-penetration tests.

k. Fire resistance and flame spread test results.

l. Final inspection and correction procedures.

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PROJ. #19015.07

PROJECT RECORD DOCUMENTS 01 72 00 - PAGE 6 OF 6

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 RECORDING

A. Post changes and modifications to the Documents as they occur. Do not wait until the end of the Project. The Project Manager and Professional will periodically review record documents to assure compliance with this requirement.

END OF SECTION

Construction Documents Rev May 30, 2025

©2024 HJ | PBK

PROJ. #19015.07

LIBRARY STACK SYSTEM 11 51 23 - PAGE 1 OF 7

SECTION 11 51 23 - LIBRARY STACK SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Library Stack System: Cantilever steel-bracket shelving.

B. The scope of this Section shall be included in Additive Alternate Number 3 as described in Division 01 Section “Alternates”.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for library stack systems and accessories.

B. Shop Drawings:

1. Include plans, elevations, sections, and details.

2. Show clear-aisle widths from face of units.

3. Detail fabrication and installation of library stack systems, including methods of anchoring them to building structures at locations recommended by manufacturer.

C. Samples: For each exposed product and for each color and texture specified, 6 inches (152

mm) in size.

D. Samples for Initial Selection: For units with factory-applied finishes, 6 inches (152 mm) in size.

E. Samples for Verification: For the following products, one of each, in manufacturer's standard sizes:

1. Flat shelving.

2. Each type of specialized shelving.

3. End panels.

4. Top panels.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

LIBRARY STACK SYSTEM 11 51 23 - PAGE 2 OF 7

B. Sample Warranty: For manufacturer's special warranty.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For library stack systems to include in maintenance manuals.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

1.7 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install wood shelving or wood end panels until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of library stack systems that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Deterioration of metal finishes and other materials beyond normal wear.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 STEEL-BRACKET SHELVING

A. SCOPE: This specification covers delivery and installation of Steel Library Shelving of the bracket type. Heights, depths and accessories shall be as indicated on the Drawings and/or Schedule of Equipment.

B. MATERIALS: Only the finest quality of materials and workmanship will be considered. Sheet steel is to be cold rolled, Class 1 steel. Gauges are U.S. standard.

C. All shelving shall be carefully installed and leveled to the floor and/or walls at the most inconspicuous locations by factory trained specialists.

D. BASIS OF DESIGN: Steel Bookstacks shall be cantilever, with each unit having a welded frame assembly as manufactured by Estey Library Shelving. Welded frames every other unit or starter and adder combinations will not be considered. Commercial or case-type shelving will not be acceptable. The modular construction shall be such that all components of a section may be removed without affecting the adjacent unit. This will allow any section or range to be

LIBRARY STACK SYSTEM 11 51 23 - PAGE 3 OF 7

divided or rearranged without the necessity of purchasing additional components. Sway bracing which prevents insertion of oversized material (past the center line) on any base or adjustable shelf is not acceptable.

A) Acceptable Manufacturers:

1. Estey Library Shelving, A Division of Tennsco Corp (Basis of Design)

2. Burroughs (Wilsonstak) Shelving

3. MJ Library Shelving by Aurora

4. Spacesaver Shelving

E. STANDARD COMPONENTS ARE AS FOLLOWS:

A) WELDED FRAME: Upright columns of welded frame shall be formed of not less than 16-gauge steel into channel shape with no less than 1/2” stiffening flanges measuring 2” in the web and 1-1/4" at front and rear. Uprights are to be slotted with a series of 3/16” x 5/8” slots spaced 1” on centers. Every sixth slot shall be shaped differently to ease visual leveling of shelves.

Bottom spreader of welded frame shall be formed of 16-gauge steel channel shape measuring at least 1” x 1-3/4” in cross section and be equipped with two adjustable plastic covered levelers to provide protection to floor surface and to prevent the stack units from “walking”. The outer end will receive pre-drilled weld nuts to receive floor levelers. Bottom spreader to be welded to uprights with open portion facing upward.

Top spreader of welded frame will consist of 16-gauge tubular steel shape measuring at least 1” x 2-1/2” in cross section. Top spreader to be welded to uprights at concealed locations.

B) CLOSED BASE SHELF: Base shelves shall be one-piece construction formed of not less than #18-gauge steel designed to fit around the welded frame uprights and snap into the base brackets without the need for fasteners. Front height of base shelf shall be 3” and sides shall have stiffening flanges. Base shelf shall be 12” actual depth.

C) BASE BRACKET: Base brackets shall be one-piece and shall fit snugly around the welded frame uprights. Brackets shall be formed of 16-gauge steel and shall have a flange which will rest on the floor. Bracket shall provide a positive leveling capacity.

1. Top and front edge of bracket shall be flanged outward 1/4” and profile of base bracket shall be sloped 15 degrees to match the shelf end brackets. Base bracket shall have an impression with a hole in it for attaching adjoining base bracket fasteners contained within the impression.

D) ADJUSTABLE SHELF: All shelves shall be capable of supporting book loads of 50 pounds per square foot without deflection in excess of 3/16”. Shelves are to be a minimum dimension of 10” actual depth formed of 18-gauge steel. Front and rear edges of shelf shall be box formed 3/4” high, capable of receiving wire book support and snap-on label holders.

Sides of shelf to be flanged downward to allow locking into end bracket grips. Each shelf shall measure at least 35-3/8” clear between end brackets.

E) SHELF END BRACKET: Shelf end brackets shall be formed of 16-gauge steel. Rear edge shall have two crimped hooks at top and a positioning tab at the bottom for engaging into frame slots. Two grips are to be provided for engaging side flanges of shelves. Brackets shall extend at least 6” and have an impression to prevent brackets from overlapping.

2.2 ACCESSORIES

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1) DIVIDER TYPE SHELF: Shall be of 18-gauge steel with front edge box formed 3/4” high with integral 5” high backstop. Dividers shall be 6” high unless specified otherwise. Provide for Easy Picture Book Shelving (Easy Fiction and Easy Non-Fiction), refer to Drawings.

2) STEEL CANOPY TOPS: To be formed of 18-gauge steel with a 1-1/2” front edge and supported by 12-gauge brackets which engage in the slots of the frame uprights. Sizes shall extend the full width and depth of base shelf.

(a) Provide at all 66” high shelving.

3) CUSTOM CANOPY TOPS: Refer to Section 2.4 for custom plastic laminate canopy tops.

Canopy tops are supported by 12-gauge brackets which engage in the slots of the frame uprights. Sizes shall extend the full width and depth of base shelf.

(a) Provide at all 48” high shelving.

4) CUSTOM END PANELS: Refer to Section 2.3 for custom wood end panels.

5) BOOK SUPPORTS: To be one of the following types:

(a) Wire book supports, minimum 6” high of 3/16” steel wire.

(b) Hook-on book supports, to be 6” or 9” height as specified. Bottom flange fits around and hooks onto the edge of the adjustable shelf. Cork shall be provided on the base.

6) WOOD TOP BRACKET: Bracket is made from 14-gauge steel with a flange at the top with three holes for fastening tops. Bracket measures 7” in length. One pair of brackets per section face is used for attaching tops.

7) INTEGRAL BACK SHELF: All shelves shall support book loads of 50 pounds per square foot without deflection in excess of 3/16”. Adjustable shelves of 10” actual depth shall be formed of 18-gauge steel. Nominal depth of shelf shall be 1” greater than actual dimension measure from front of shelf to frame upright. The front edge of the shelf shall be box formed 3/4” high to receive a snap-on label holder if required. The rear edge of the shelf shall be upturned approximately 1-1/4” forming a hemmed rail that is capable of receiving a sliding book support. Side of shelf to be flanged for locking into end bracket grips. Each shelf shall be a minimum clearance between end brackets of 35-3/8”.

8) SLIDING BOOK SUPPORT: Consists of 1/4” diameter formed chrome wire attached to the injection molded white plastic slider block. The support assembly fits over the back lip on the integral shelf where it is self-locking under pressure from shelved books. Book supports, which simply slide in a separate backstop or hang from the underside of the shelf, will not be considered.

9) CORNER FILLER: Shall consist of two side pieces and a top cap. All shall be 18-gauge steel.

The side pieces shall be formed with return bends and have a receiver clip spot welded to them to allow the sides to slip together without any exposed hardware. The top cap shall close the space at the top so as to prevent objects from falling in the corner.

10) ZIG ZAG DISPLAY: Shall be 18-gauge steel formed in a zig zag manner measuring 4-1/2” x 5

“x 4” high creating six compartments which allow stored material to be displayed spine or face out. Zig zag display attaches to shelf with two small angle brackets and double-sided tape.

Refer to Drawings for locations.

LIBRARY STACK SYSTEM 11 51 23 - PAGE 5 OF 7

11) DIVIDER BASE SHELF: Base shelves shall be one piece construction formed of not less than 18-gauge steel and designed for use in either single faced or double-faced base brackets.

Base shelf is constructed to snap into the base brackets without the need for fasteners. Front height of base shelf shall be 3”, rear edge of shelf shall be upturned approximately 5” forming a rail that is capable of receiving dividers that are 6” high unless otherwise specified. Rear edge of shelf fits against inside face of welded frame whether in single faced or double-faced application. Locate at Easy Fiction and Non-Fiction Shelving, refer to Drawings.

2.3 WOOD MATERIALS

A. Solid Wood: Clear hardwood lumber, selected for compatible grain and color.

1. Wood Species and Cut: Rift Red Oak.

2. Staining and Finish: As indicated by manufacturer's designations.

B. Veneer-Faced Panels: HPVA HP-1, with face veneer of species indicated, with Grade A faces.

1. Face Veneer Species and Cut: Rift Red Oak.

2. Staining and Finish: As indicated by manufacturer's designations.

C. High-Pressure Decorative Laminate: NEMA LD 3, Grade VGS and Grade HGL.

1. Colors, Textures, and Patterns: As selected by Architect from manufacturer's full range.

D. Edgebanding: Solid wood of same species as face veneer.

1. Colors: As selected by Architect from manufacturer's full range.

2.4 GENERAL FINISH REQUIREMENTS

A. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.5 STEEL FINISHES

A. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard two-coat, baked-on finish, consisting of prime coat and thermosetting topcoat to achieve a minimum dry film thickness of 2 mils (0.05 mm).

1. Color and Gloss: As selected by Architect from manufacturer's full range.

2.6 WOOD FINISHES

A. Finishing: Apply manufacturer's standard clear finish, consisting of a sealer and a topcoat. Sand and wipe clean between applications of sealer and topcoat.

LIBRARY STACK SYSTEM 11 51 23 - PAGE 6 OF 7

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installation tolerances, location of framing and reinforcements, and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Vacuum finished floor and wet mop resilient flooring over which shelving is to be installed.

B. Before installing wood and veneer-faced panels, condition materials to average prevailing humidity in installation areas for a minimum of 48 hours unless longer conditioning is recommended by manufacturer.

3.3 INSTALLATION

A. Install library stack systems at locations indicated on Drawings and according to manufacturer's written instructions.

B. Enclosure Panels: Install end panels and canopy tops with concealed fasteners.

C. Level and plumb bookstack units to a tolerance of 1/8-inch in 96 inches (3 mm in 2438 mm).

D. Install type of shelves at locations indicated and at spacing indicated or, if not indicated, at equal spacing in each unit.

3.4 ANCHORAGE

A. Bookstack Anchorage: Install bookstacks using floor anchors, wall anchors, or top bracing in locations recommended by manufacturer and as indicated on Shop Drawings.

3.5 CLEANING AND PROTECTING

A. Repair or remove and replace defective work as directed on completion of installation.

B. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas to match original factory finish, as approved by Architect.

C. Protect installed products from damage during the remainder of the construction period.

END OF SECTION 115123

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INSTITUTIONAL FURNITURE 12 56 00 - PAGE 1 OF 7

SECTION 12 56 00 – INSTITUTIONAL FURNITURE

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. The provisions of the General Conditions, Supplementary Conditions, Drawings, Specifications, and the Sections included under Division 1, General Requirements and References are included as a part of this Section as though bound herein.

1.2 SUMMARY

A. Section includes:

1. Provide labor, material, services, and equipment necessary to furnish and install work as indicated and as specified herein, which includes, but is not limited to:

a. Information Desks

b. Staff Workstations

c. Adult Computer Tables

d. Charging Station

e. Catalog Computer Stations

1.3 ACTION SUBMITTALS

A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. Samples for Initial Selection: For furniture finishes and materials requiring color selection.

C. Samples for Verification: For each type of furniture material: wood, plastic laminate, solid surface, metal and all other material finishes, in manufacturer’s standard sizes.

D. Sustainable Design Submittals:

1. Refer to Division 01 Section “Sustainable Design Requirements – LEED v4 BD+C, New Construction” for Materials and Resources Credit Optimization Environmental Product Declarations, Sourcing of Raw Materials, and Material Ingredients submittal requirements.

1.4 WARRANTY

A. Manufacturer’s standard Limited Lifetime Warranty and specific warranties as…