PC3604-SPECS-VC_DBLFT_PEMB.pdf

00 01 00 - 1

SIGNATURE SHEET/TABLE OF CONTENTS

2023.009.E

TECHNICAL SPECIAL PROVISION

for

Volusia County

Tomoka Farms Landfill -

Fleet Management Solid Waste Shop PEMB

Project No: 2023.009.E

This item has been electronically signed using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Approved By:

STRUCTURAL This item has been digitally signed and sealed by:

Professional Engineer: Brenton Daily, PE

Date: May 23, 2025

Fla. License No.: 81028

On the date indicated here.

ARCHITECTURE This item has been digitally signed and sealed by:

Registered Architect: Gary Kranston, RA

Date: May 23, 2025

Fla. License No.: 11541

Certificate of

Authorization:

AAC002023 On the date indicated here.

PLUMBING This item has been digitally signed and sealed by:

Professional Engineer: Kyle Cartier, PE

Date: May 23, 2025

Fla. License No.: 53269

On the date indicated here

ELECTRICAL This item has been digitally signed and sealed by:

Professional Engineer: Adam Levine, PE

Date: May 23, 2025

Fla. License No.: 77010

On the date indicated here.

Date: May 23, 2025

Firm Name: Bentley Group, Inc. Salas O’Brien

Firm Address: 651 West Warren Ave., Suite 200

3501 Quadrangle Blvd, Suite 100

City, State, Zip Code: Longwood, FL 32750 Orlando, FL 32817

Certificate of Authorization: 5898 6106

Pages: 1-94 and 187-190 95-186

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TABLE OF CONTENTS

THE FOLLOWING SPECIFICATION SECTIONS SHALL GOVERN CONSTRUCTION

WORK FOR THE PROJECT.

THE LISTED SPECIFICATIONS WERE PREPARED UNDER THE DIRECT

SUPERVISION OF THE PERSON SIGNING AND SEALING THE COVER SHEET OF

THESE SPECIFICATION SECTIONS FOR THEIR RESPECTIVE DISCIPLINES

INDICATED.

SECTION TITLE DISCIPLINE PAGES PAGE NO.

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 00 SIGNATURE SHEET/TABLE OF

CONTENTS

Not Applicable 1-4 1

TECHNICAL SPECIAL PROVISIONS

DIVISION 01 -- GENERAL REQUIREMENTS

00 01 00 COUNTY CONSTRUCTION

PROCEDURES

Architecture 1-24 5

01 25 00 SUBSTITUTION PROCEDURES Architecture 1-3 29

01 30 00 ADMINISTRATION REQUIREMENTS Architecture 1-6 32

01 40 00 QUALITY REQUIREMENTS Architecture 1-6 38

01 50 00 TEMPORARY FACILITIES AND

CONTROLS

Architecture 1-3 44

01 60 00 PRODUCT REQUIREMENTS Architecture 1-4 47

01 70 00 EXECUTION AND CLOSEOUT

REQUIREMENTS

Architecture 1-9 51

01 78 00 CLOSEOUT SUBMITTALS Architecture 1-2 60

DIVISION 02

02 41 00 DEMOLITION Architecture 1-4 62

00 01 00 - 3

02 41 20 CUTTING AND PATCHING Architecture 1-2 66

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE Structural 1-7 68

DIVISION 04 -- NOT USED

DIVISION 05 – METALS

05 50 10 BOLLARDS Structural 1-3 75

DIVISION 06 -08 -- NOT USED

DIVISION 09 – FINISHES

09 96 00 HIGH PERFORMANCE COATINGS Architecture 1-8 78

DIVISION 10 – 12 - NOT USED

DIVISION 13 – SPECIAL CONSTRUCTION

13 04 60 METAL BUILDING SYSTEMS Architecture 1-9 86

DIVISIONS 14-21 - NOT USED

DIVISION 22 – PLUMBING

22 05 29

HANGERS AND SUPPORTS FOR

PLUMBING PIPING AND EQUIPMENT

Plumbing

1-4

22 05 53

IDENTIFICATION FOR PLUMBING

PIPING AND EQUIPMENT

Plumbing 1-4

22 13 16

SANITARY WASTE AND VENT

PIPING

Plumbing 1-5

22 13 19

SANITARY WASTE PIPING

SPECIALTIES

Plumbing 1-5

22 15 13

GENERAL-SERVICE COMPRESSED-

AIR PIPING

Plumbing 1-6

DIVISION 23-25 - NOT USED

00 01 00 - 4

DIVISION 26 – ELECTRICAL

26 05 00 BASIC ELECTRICAL REQUIREMENTS Electrical 1-10 119

26 05 19

LOW VOLTAGE CONDUCTORS AND

CABLES

Electrical

1-6

26 05 26

GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS

1-5

26 05 29

HANGERS AND SUPPORTS BONDING

FOR ELECTRICAL SYSTEMS

1-5

26 05 33

RACEWAYS AND BOXES BONDING

FOR ELECTRICAL SYSTEMS

1-11

26 05 53

IDENTIFICATION OF ELECTRICAL

SYSTEMS

1-8

26 27 26 WIRING DEVICES Electrical 1-7 164

26 28 13 FUSES Electrical 1-3 171

26 28 16 ENCLOSED SWITCHES Electrical 1-5 174

26 41 13 LIGHTNING PROTECTION FOR

STRUCTURES

Electrical 1-4 179

26 51 00 LIGHTING Electrical 1-4 183

DIVISIONS 27 – 28 - NOT USED

DIVISION 31 – EARTHWORK

31 31 16 TERMITE CONTROL Architecture 1-3 187

APPENDIX

APPENDIX 1 AVAILABLE PROJECT

INFORMATION

Structural 1-1 190

END OF SECTION

01 01 00 - 1

COUNTY CONSTRUCTION PROCEDURES 2023.009.E

SECTION 01 01 00

COUNTY CONSTRUCTION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY OF WORK

A. Work of Contract can be summarized by references to Bid Documents, Contract, General Conditions, Special Conditions, Technical Specifications, Drawings and Addenda.

B. PROJECT

1. Project Name: Volusia County Tomoka Farms Landfill - Fleet Management Solid Waste Shop PEMB.

2. County Project Number: 23-SQ-197SR

3. Project Location:2415 Tomoka Landfill Road, Port Orange, FL. 32128

4. Architect's Name: Bentley Group, Inc..

5. Contact: Brenton Daily; bdaily@bentleygroupinc.com; 651 West Warren Ave., Suite 200, Longwood, FL 32750; 407-331-6116

6. The Project consists of construction of a pre-engineered metal building (PEMB), with open sides, along the south side of the existing maintenance facility. The work includes but is not limited to, sitework, demolition, concrete work, highperformance paint, pre-enginered metal building structure, trench drain, sand oil interceptor, power, lighting, lightning protection, low voltage raceways, and conduits.

C. DESCRIPTION OF WORK

1. Scope of work is indicated on drawings.

1.2 RELATED REQUIREMENTS

A. Section 01 25 00 Substitution Procedures

B. Section 01 30 00 Administrative Requirements

C. Section 01 40 00 Quality Requirements

D. Section 01 50 00 Temporary Facilities and Controls

E. Section 01 60 00 Product Requirements

01 01 00 - 2

F. Section 01 70 00 Execution and Closeout Requirements

G. Section 01 78 00 Closeout Submittals

H. Section 02 41 00 Demolition

I. Section 02 41 20 Cutting and Patching

1.3 GEOTECHNICAL SERVICES

A. A copy of the Geotechnical Report: Entitled "Subsurface Soil Exploration and Geotechnical Engineering Evaluation Proposed PEMB Structure Tomoka Farms Landfill Volusia County, Florida " by Ardaman & Associates, Inc., dated January 20, 2025 is included in the Appendix.

1.4 PERMITS AND IMPACT FEES

A. The Contractor shall pay for and obtain all permits.

1.5 APPLICATION FOR PAYMENT

A. Applications for payment for work in place and materials stored on the project site by the end of each month shall be submitted by the first business day of the following month.

B. Applications for payment shall be submitted via email using AIA Documents G702 and G703 to the County project manager. Complete form with 5% retainage withheld per Florida Statute 255.078.

C. With each monthly application, provide the following documents:

1. Monthly progress report with look ahead.

2. Updated CPM (Critical Path Method) construction schedule gant chart.

3. Daily Activity reports with photographs of construction progress.

4. Contractor and subcontractor release of liens.

D. Application for Payment at Substantial Completion: Submit application following issuance of Architect’s Certificate of Substantial Completion. Administrative actions and submittals that shall coincide with this application include:

1. Certificate of Occupancy issued by the authority having jurisdiction.

2. Executed Contractor, subcontractor and material warranties.

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3. Record of test/ adjust/ balance.

4. Operation & Maintenance Manual.

5. Certified property survey.

E. As-built drawings.

1. As-built drawings.

2. Final cleaning.

3. Turn over attic stock materials to County.

4. Change over door locks for County access.

5. Architect’s Certificate of Substantial Completion with Punch List of Work to be completed before final County acceptance.

F. Final Application for Payment (Release of Retainage): Administrative actions that shall coincide with this application include:

1. Completion of County Purchasing & Contract’s Division Close-out documents.

2. Completion of all punch list work.

3. Removal of temporary facilities and services.

4. Finalized required permitting and certificate of occupancy.

5. Signed/ sealed as-built land survey and post construction FEMA Cert.

6. Delivery of product maintenance and warranty manuals.

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Within ten days after Council approval of Contract, a preconstruction conference will be held at County designated location. Attendees shall include County, Architect, Contractor and Subcontractors. The County will lead the meeting and issue meeting notes. Meeting agenda shall include review of:

1. Communications Protocol.

a. Key personnel, contact & emergency contact information

b. Procedures for Submittals, RFI’s, ASI’s, Pay Ap’s, CCR’s, ODP’s and CO’s

2. Review of Division 01 01 0 0 County Construction Procedures.

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3. Sample Pay Application and Schedule of Values.

4. CPM (Critical Path Method) Construction Schedule Gant Chart.

5. List of Subcontractors.

6. Construction site staging and access plan.

7. Substitution requests.

8. Submittal schedule.

B. Submittal Required Prior to Preconstruction Conference: Five days prior to the preconstruction conference the Contractor will provided the following documents via email to the County’s Project Manager for review and approval:

1. Sample Pay Application and Schedule of Values (AIA Forms G702 and G703):

The schedule of values shall be organized per sections of the technical specification, i.e. site work, concrete, etc.

2. Draft CPM (Critical Path Method) Construction Schedule Gant Chart.

3. List of Subcontractors: company name, address, phone # and point of contact.

4. Product Substitution Requests.

5. Draft Construction site staging and access plan: Depict phases of work areas, Contractor parking areas, Lay down and material storage areas, fencing, gates/ access drives, construction office (if applicable) location and portable restrooms location (if applicable).

6. List of Key Personnel, Qualifications, contact & emergency contact information.

Contractor’s on-site management and supervisory personnel shall be pre-approved by the County per article 2.12.4.1 of the Construction Contract.

7. Submittals Schedule per specification section, including anticipated submittal dates and due dates.

C. Progress Meetings: shall be held every two weeks (virtually – once/ month, on-site – once/ month). Attendees include County, Architect, Contractor and Subcontractors. The Contractor shall prepare all meeting agenda and minutes. Topics of agenda shall be as follows:

1. Safety & Security

2. Critical work sequences

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3. Field Decisions

4. Topics per scope items

5. Requests for Information Log

6. Submittal Log

7. Administration & Financials

a. Pay Applications

b. Change Orders

c. Construction Change Requests

d. Owner Direct Purchases

8. Architect Supplemental Instructions

9. CPM Schedule

10. Two Week Look Ahead

D. Pre-Installation Conference: Conduct pre-installation conference on site before each major construction activity that requires coordination with other construction.

Attendees include The Contractor, the Architect, the County, the Installer, Fabricator and Manufacturer Representative. Contactor shall prepare meeting agenda and minutes.

Topics of agenda shall be as follows:

1. Shop drawings, product data and samples.

2. Inspection and testing requirements.

3. Warranty.

4. Operation & Maintenance.

5. Acceptance of substrate.

6. Compatibility of materials.

7. Time schedule.

8. Purchases & Deliveries.

9. Storage.

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10. Safety.

11. Protection.

12. Phasing of Work.

13. Coordination with adjacent work sequences.

E. Warranty Walk: Conduct 30 days prior to expiration of Contractor’s one year warranty period. Attendees shall include the Contractor, Architect and County. Contractor shall:

1. Coordinate with vendors and subcontractors.

2. Submit a letter notifying County that corrections have been made coincident with follow-up field visit with Architect and County.

1.7 OWNER OCCUPANCY

A. The County will continuously occupy portions of the site. Cooperate fully with County during construction operations to minimize conflicts. Perform work so as not to interfere with County’s operations.

B. County intends to continue to occupy portions of the existing buildings during the entire construction period.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

D. Schedule the Work to accommodate County occupancy.

1.8 CONTRACTOR USE OF PREMISES AND TEMPORARY FACILITIES

A. General: During entire construction period, Contractor shall have non-exclusive use of premises for construction operations, including use of site. Contractor must maintain traffic per FDOT Index 600-650 at all times and notify the County of any required shutdowns of greater than 15 minutes during a one hour period at least 72 hours prior to traffic shut down.

B. Use of Site: Confine operations at site to limits of construction line on the site plan drawing. Where no limits are indicated limit work area to no more than 25 ft. beyond the immediate work area unless approved in advance by the County. Portions of site

01 01 00 - 7 beyond areas on which work is indicated are not to be disturbed. Conform to the following site rules while engaged in project construction.

1. Keep existing driveways and entrances serving premises clear at all times. Do not use these areas for parking or storage of materials.

2. Do not unreasonably encumber site with materials or equipment. Confine stockpiling of materials and location of storage sheds to areas indicated. If additional storage is necessary, obtain and pay for such storage off site.

3. Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with motor running or ignition key in place.

4. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

5. Existing building spaces may not be used for storage.

C. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire alarm system, without 7 days' notice to Owner and authorities having jurisdiction.

2. Prevent accidental disruption of utility services to other facilities.

D. Work Hours: 8:00 am to 5:00 pm, Monday through Friday. No work on weekends or the following holidays: Christmas Day, New Year’s Day, Good Friday, Martin Luther King Day, Memorial Day or Independence Day.

E. Safety: Contractor shall implement a job safety plan in compliance with OSHA & Florida Statutes as stated in the Construction Contract, Article 2.12.7.

F. Contractor shall provide:

1. Permits

2. Geotechnical Services for the pavilions, observation tower, restroom, and dock.

3. A Construction trailer is not required.

4. Contractor may use existing power.

5. Contractor may use existing water.

01 01 00 - 8

6. Chain link construction fencing is not required.

7. Temporary barricades, warning signs and way finding signage.

8. Waste disposal services.

9. Temporary, self-contained toilets. Use of pit-type privies will not be permitted.

10. Temporary drinking water.

11. Environmental protections required by the plans, specifications and jurisdictional agencies.

12. Locking storage and fabrication shed

13. First aid supplies.

14. Portable, UL rated; type A-B-C fire extinguishers per NFPA 10.

15. Project identification sign is provided and installed by County.

G. Quality Assurance:

1. Comply with applicable laws and regulations of authorities having jurisdiction, including but not limited to:

a. Florida Building Code.

b. Department of Health.

c. Utility company regulations.

d. Police and fire department rules.

e. Environmental protection regulations.

2. Comply with industry standards:

a. NFPA 241, “Building Construction and Demolition Operations”.

b. ANSI-A10 Series standards for “Safety Requirements for Construction and Demolition”.

c. NECA Electrical Design Library “Temporary Electric Facilities”.

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

01 01 00 - 9

1.9 COORDINATION

A. General: Work of this Contract includes coordination of entire work of project, including general coordination, preparation of diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods. Coordinate construction activities included under various sections of the specifications to assure efficient and orderly installation of each part of the work.

Coordinate construction operations included under different sections that are dependent upon each other for proper installation, connection and operation.

B. Inspection of Conditions: Require the installer of each component or system to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected.

C. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the architect’s plans and specifications.

D. Inspect materials and equipment immediately upon delivery and again prior to installation. Reject damaged or defective items.

E. Secure work true to plumb and level. Allow for expansion and building movement.

F. Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer to the architect for decisions on joint layout.

G. Recheck measurements and dimensions, before starting each installation.

H. Install each component or system during optimal weather conditions as recommended by manufacturer.

I. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration.

J. Coordinate temporary enclosures.

K. Coordinate inspection and testing in a timely manner to minimize the necessity of uncovering completed construction for that purpose.

L. Where mounting heights are not indicated, consult the Architect.

M. Coordinate construction schedule and operations with County.

01 01 00 - 10

1.10 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration through substantial completion.

B. Clean and maintain completed construction as frequently as necessary through remainder of construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging or otherwise deteriorating exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Air contamination or pollution.

3. Water or ice.

4. Solvents.

5. Chemicals.

6. Light.

7. Radiation.

8. Puncture.

9. Abrasion.

10. Heavy traffic.

11. Soiling, staining or corrosion.

12. Rodent and insect infestation.

13. Combustion.

14. Electrical current.

15. Unusual wear or other misuse.

16. Contact between incompatible materials.

17. Misalignment.

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18. Excessive weathering.

19. Unprotected storage.

20. Improper shipping or handling.

21. Theft.

22. Vandalism.

D. Final Cleaning: Contractor shall:

1. Remove marks, stains and soiled spots from finished surfaces. Refinish or replace surfaces where necessary.

2. Remove dust, dirt, fingerprints, paint droppings and other blemishes.

3. Remove debris, nails and metal scrap from roof.

4. Remove construction debris from landscape areas, walks, paving and other exterior areas.

5. Use cleaning materials recommended by manufacturer of material or equipment being cleaned.

1.11 CUTTING AND PATCHING

A. Quality Assurance:

1. Provide cutting and patching proposal before cutting and patching of the following, but not limited to:

a. Foundation structure.

b. Structural concrete. Structural Steel.

c. Cutting and patching requiring interruption of security system or utility services.

B. Operational and Safety Limitations:

1. Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

2. Provide temporary support of work to be cut.

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3. Protect existing and new construction during cutting and patching to prevent damage.

4. Provide temporary weather and security barrier for areas of project that may be exposed during cutting.

5. Take all precautions necessary to avoid cutting existing pipe, conduit, wiring or ductwork serving the building, but scheduled to be removed or relocated until provisions are made to bypass them.

6. To avoid marring of existing finish surfaces, cut or drill from the exposed or finished side into concealed surfaces.

7. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces.

C. Performance: Do not cut and patch construction exposed on the exterior or occupied spaces in a manner that would result in visual evidence of cutting and patching. Provide durable seams that are as invisible as possible. Where applicable, use mitered, not butt joints. Where applicable, use blind fasteners and adhesives in lieu of exposed. Use patch materials that are identical to existing materials of adjacent surfaces, installed in a manner to match existing installation.

1.12 QUALITY CONTROL

A. Contractor shall employ and pay for services of an independent testing agency to perform all specified testing.

B. Testing Agency Qualifications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

2. Submit copy of report of laboratory facilities inspection made by NIST Construction Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any deficiencies reported by the inspection.

3. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

4. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM E699, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

5. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329

6. Laboratory Qualifications: Accredited by IAS according to IAS AC89.

01 01 00 - 13

7. Laboratory: Authorized to operate in the State in which the Project is located.

8. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

9. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

C. Designer Qualifications: Where professional engineering design services and design data submittals are specifically required of Contractor by Contract Documents, provide services of a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

D. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

E. The Contractor shall cooperate fully with the testing agency and authorities having jurisdiction. The Contractor shall:

1. Notify the independent testing and inspection agency sufficiently in advance of operations to permit assignment of personnel.

2. Provide access to the Work necessary to facilitate testing and inspection.

3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples.

4. Provide secure facilities for storage and curing of test samples.

5. Provide agency with preliminary design mix proposed for use for materials mixes that require control by the testing agency.

6. Be responsible for scheduling times for all inspections, tests, taking samples and similar activities.

F. Repair and protection: Upon completion of inspection, testing, sample-taking and similar activities, the Contractor shall:

1. Repair damaged construction and restore substrate and finishes to eliminate deficiencies, including deficiencies in visual quality of exposed finishes. Comply with specification requirements for cutting and patching.

2. Protect construction exposed for agency services.

01 01 00 - 14

G. Retesting: The Contractor is responsible and will pay for retesting and inspection where results of tests or similar services prove unsatisfactory and do not indicate compliance with the specification requirements. Retesting and inspection will be performed on original test and inspection locations.

H. PRODUCTS

1. Pre-Bid: Provide specified products per the plans and technical specification. If the Contractor would like to propose equivalent products, the products must be pre-approved by the Architect during the bidding phase. Submit completed SUBSTITUTION REQUEST FORMS with supporting product information, performance data and warranty to Purchasing no later than 10 days prior to the bid date.

2. Construction: Requests for substitutions shall be considered only if the specified products are unavailable, cause undo delay to the project schedule or if a substitute product provides substantial savings to the County. Submit SUBSTITUTION REQUEST FORMS and supporting data via email to the Architect, copy County, 5 days prior to the preconstruction conference.

3. Refer to Section 01 25 00.

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01 01 00 - 15

SUBSTITUTION REQUEST FORM

Date: Project: Contract #:

Specified Item:

Specification Section and Article Number: Drawing Detail #:

Proposed Substitution:

Difference between proposed substitution and architect specified product:

Affect of proposed substitution on other parts of the work:

Affect of proposed substitution on construction schedule:

Will the substitution require change to the construction documents?

Reason for requesting substation:

Savings to County for accepting substitution:

Contractor:

Submitted by: Date:

Attachment:

A.

01 01 00 - 16

Product cut sheet, specifications, drawings, photographs, performance/ test data and sample warranty.

Architect Action:

By: Date:

01 01 00 - 17

1.13 SUBMITTALS

A. Submit shop drawings, product data and samples as required in individual sections of specifications.

B. Substitute products shall not be submitted as shop drawing submittals. Provide separate

SUBSTITUTION REQUEST FORM.

C. Submit shop drawings, product data, samples, and other required information in sufficient time to permit proper review before any materials and equipment are delivered to Project.

D. To the greatest extent possible, all submittals shall be made within the 30 days of notice to proceed with contract.

E. Verify all measurements so that all parts of Project will fit together.

F. Send submittals to Architect with "Submittal Cover Letter" included herein with copy to the County. Submittal prior to transmission must be checked and approved by Contractor & Subcontractor and bear date, stamps and signature so stating.

G. For initial and any resubmissions provide PDF and samples (two sets to Architect, one set to County) via courier.

H. Submittals will be returned stamped by the Architect as “Approved as submitted”, “ Approved as marked”, "Rejected" or "Revise and Resubmit."

I. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related work and other applicable activities.

J. Contractor shall check shop drawings, product data, samples and other information for conformance to drawing and specification requirements, STAMPING EACH SUBMITTAL indicating examination and approval.

K. Subcontractors shall check and STAMP SUBMITTALS in similar manner prior to sending to Contractor.

L. Product Data: Collect required product data into single submittal for each unit of work or system. MARK EACH COPY to show which choices and options are applicable to project. Where product data has been printed to include information on several similar products, some of which are not required for use on project, or are not included in this submittal, mark copies to show clearly that such information is not applicable.

M. Architect and County comments made on submittals during review do not relieve Contractor from compliance with requirements of the drawings and specifications. This

01 01 00 - 18 review is for the limited purpose of checking for conformance with information given and the design concept expressed in the drawings and specifications. The Contractor remains responsible for determining the accuracy and completeness of other details such as dimensions and quantities; for substantiating instructions for installations;

verifying materials, field measurements and related criteria; checking, coordinating, and performing work in compliance with the drawings and specifications. Review of shop drawings, product data and samples does not relieve Contractor from responsibility for providing a complete and functioning Project.

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01 01 00 - 19

SUBMITTAL COVER LETTER

DATE: PROJECT NAME:

CONTRACT #:

SPECIFICATION SECTION &

SUBMITTAL #: i.e. (07200-#001)

Contractor:

Address:

TO:

SPECIFICATION SECTION DESCRIPTION QUANTITY

& ARTICLE NO.

Enclosed submittal is made in accordance with the project specifications and related documents. The submittal has been reviewed by this Contractor for conformance to contract document requirements and is stamped, dated and signed.

By: ______________________________________

01 01 00 - 20

1.14 OPERATION AND MAINTENANCE MANUALS

A. Manuals shall consist of PDF and two three-ring binders with individual tab separating information into specification sections.

1. Title page shall list the following:

a. Project name, address, city and state.

b. County name, address, city, state, point of contact, email & phone #..

c. Architect name, address, city, state, point of contact, email & phone #.

d. Contractor name, address, city, state, point of contact, email & phone #.

2. Second page shall be an index of materials and equipment per specification number that are included within manual, listed in specification section order. For each material and equipment, indicate:

a. Subcontractor's name, address, point of contact, email & phone #.

b. Supplier's name, address, point of contact, email & phone #.

c. Name of nearest manufacturer's representative, address, point of contact, email & phone #.

B. Each subcontractor shall include following, per specification section and product, as applicable in prepared manuals:

1. Manufacturer's equipment/product literature; model and serial numbers as appropriate.

2. Operating and lubricating instructions.

3. Maintenance instructions.

4. Parts numbers of replaceable items.

5. Control diagrams for motor operated equipment.

6. Written guarantees and warranties.

1.15 STANDARDS - ABBREVIATIONS

AA Aluminum Association, Inc.

AAAAmerican Arbitration Association

01 01 00 - 21

AABC Associated Air Balance Council

AAMA Architectural Aluminum Manufacturers' Association

AASHTO American Assn of State Highway and Transportation Officials

ACGIH American Conference of Governmental Industrial Hygienists

ACI American Concrete Institute

ADC Air Distribution Council

AFI Air Filter Institute

AGAAmerican Gas Association

AGC Associated General Contractors of America, Inc.

AI The Asphalt Institute

AIA American Institute of Architects

A Insur. A American Insurance Association

AISCAmerican Institute of Steel Construction, Inc.

AISI American Iron and Steel Institute

AITC American Institute of Timber Construction

AMCA Air Moving and Conditioning Association

ANSI American National Standards Institute

APA American Plywood Association

API American Petroleum Institute

ARI Air-Conditioning and Refrigeration Institute

ASHRAE American Society of Heating, Refrigeration and Air-Cond. Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

ASPE American Society of Plumbing Engineers

ASSE American Society of Sanitary Engineers

01 01 00 - 22

AWI Architectural Woodwork Institute

AWWA American Water Works Association

AWSAmerican Welding Society

AWPA American Wood-Preservers' Association

AWPB American Wood Preservers Bureau

AWPI American Wood Preservers Institute

BHMA Builders Hardware Manufacturers Association

BIA Brick Institute of America

BOCA Building Officials Code Administrators

C Celsius

CISPI Cast Iron Soil Pipe Institute

COP Coefficient of performance

CRP Corps of Engineers Specification

CRI The Carpet and Rug Institute

CRSIConcrete Reinforcing Steel Institute

CS Commercial Standards, U.S. Department of Commerce

CSI The Construction Specifications Institute, Inc.

EER Energy Efficiency Ratio

F Fahrenheit

FDOT Florida Department of Transportation

FGMA Flat Glass Marketing Association

FM Factory Mutual

FS or

Fed Spec Federal Specifications

GA Gypsum Association

01 01 00 - 23

GSA General Services Administration

HPMA Hardwood Plywood Manufacturer's Association

IBRM Institute of Boiler and Radiator Manufacturers

IEEEInstitute of Electrical and Electronic Engineers

IES Illuminating Engineering Society

IPCEA Insulated Power Cable Engineers Association

IRI Industrial Risk Insures (Formerly FIA)

LIA Lead Industries Association, Inc.

MBMA Metal Building Manufacturer's Association

MIA Marble Institute of America

Mil Std Military Standard

MLAMetal Lath/Steel Framing Association

MSS Manufacturer's Standardization Society of Valve & Fitting Industry

NAAMM National Association of Architectural Metal Manufacturers

NBHA National Builders' Hardware Association

NBS National Bureau of Standards (U.S. Dept. of Commerce)

NCMA National Concrete Masonry Association

NCPINational Clay Pipe Institute

NEBB National Environmental Balancing Bureau

NEC National Electrical Code

NEMA National Electrical Manufacturer's Association

NFPA National Fire Protection Association

NESCA National Environmental Systems Contractors Association

NMWIA National Mineral Wool Insulation Association

NPA National Particleboard Association

01 01 00 - 24

NTMA National Terrazzo & Mosaic Association, Inc.

NRMCA National Ready-Mixed Concrete Association, Inc.

NSC National Safety Council

NSF National Sanitation Foundation

NWMA National Woodwork Manufacturers Association

O.C. On Center

OSHA Occupational Safety and Health Administration

PCI Prestressed Concrete Institute

PDI Plumbing and Drainage Institute

PCA Portland Cement Association

PI Perlite Institute

PS Product Standard of NBS (U.S. Dept. of Commerce)

SDI Steel Deck Institute

S.D.I. Steel Door Institute

SIGMA Sealed Insulating Glass Manufacturers' Association

SMACNA Sheet Metal and Air Conditioning Contractors' National Association, Inc.

SSPC Steel Structures Painting Council

SWI Steel Window Institute

TCA Tile Council of America, Inc.

UL Underwriters Laboratories, Inc.

WG Water gage

WRI Wire Reinforcement Institute

01 25 00 - 1

SUBSTITUTION PROCEDURES 2023.009.E

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Procedural requirements for proposed substitutions.

1.2 RELATED REQUIREMENTS

A. Section 01 01 00 - County Construction Procedures.

B. Section 01 60 00 - Product Requirements: Fundamental product requirements, product options, delivery, storage, and handling.

1.3 DEFINITIONS

A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.

1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.

a. Unavailability.

b. Regulatory changes.

2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.

a. Substitution requests offering advantages solely to the Contractor will not be considered.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

01 25 00 - 2

2. Agrees to provide the same warranty for the substitution as for the specified product.

3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

1. Forms included in the Project Manual are adequate for this purpose, and must be used.

a. Refer to Section 01 01 00 for SUBSTITUTION REQUEST FORM

D. Limit each request to a single proposed substitution item.

1. Submit an electronic document, combining the request form with supporting data into single document.

3.2 RESOLUTION

A. Architect may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner.

B. Architect will notify Contractor in writing of decision to accept or reject request.

1. Architect's decision following review of proposed substitution will be noted on the submitted form.

3.3 ACCEPTANCE

A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.

3.4 CLOSEOUT ACTIVITIES

A. See Section 01 78 00 - Closeout Submittals, for closeout submittals.

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B. Include completed Substitution Request Forms as part of the Project record.

01 30 00 - 1

ADMINISTRATIVE REQUIREMENTS 2023.009.E

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. General administrative requirements.

B. Electronic document submittal service.

C. Preconstruction meeting.

D. Progress meetings.

E. Submittals for review, information, and project closeout.

F. Requests for Interpretation (RFI) procedures.

G. Submittal procedures.

1.2 RELATED REQUIREMENTS

A. Section 01 01 00 - County Construction Procedures.

B. Section 01 60 00 - Product Requirements: General product requirements.

C. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements.

D. Section 01 78 00 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.3 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Conform to requirements of Section 01 01 00 - County Construction Procedures and Section 01 70 00 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

01 30 00 - 2

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via email.

1. Besides submittals for review, information, and closeout, this procedure applies to Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. It is Contractor's responsibility to submit documents in allowable format.

3. Paper document transmittals will not be reviewed.

4. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

3.2 PRECONSTRUCTION MEETING

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

3.3 PROGRESS MEETINGS

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

01 30 00 - 3

3.4 REQUESTS FOR INTERPRETATION

A. Request For Interpretation (RFI) Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in the Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of the Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare using software provided by the Electronic Document Submittal Service.

2. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

E. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

F. Review Time: Architect will respond and return RFIs to Contractor within seven business days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

G. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

01 30 00 - 4

1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

4. Notify Architect within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.5 SUBMITTALS FOR REVIEW

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

B. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

C. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

D. Samples will be reviewed for aesthetic, color, or finish selection.

3.6 SUBMITTALS FOR INFORMATION

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

B. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

01 30 00 - 5

5. Manufacturer's instructions.

6. Other types indicated.

C. Submit for Architect's knowledge as contract administrator or for Owner.

3.7 SUBMITTALS FOR PROJECT CLOSEOUT

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

B. Submit Correction Punch List for Substantial Completion.

C. Submit Final Correction Punch List for Substantial Completion.

D. When the following are specified in individual sections, submit them at project closeout in conformance to requirements of Section 01 78 00 - Closeout Submittals:

E. Submit for Owner's benefit during and after project completion.

3.8 SUBMITTAL PROCEDURES

A. Conform to requirements of Section 01 01 00 - County Construction Procedures.

B. General Requirements:

C. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related work.

2. Do not reproduce the Contract Documents to create shop drawings.

3. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

D. Samples Procedures:

1. Transmit related items together as single package.

2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.

3. Include with transmittal high-resolution image files of samples to facilitate electronic review and approval. Provide separate submittal page for each item image.

01 30 00 - 6

3.9 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken.

C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

1. Notations may be made directly on submitted items and/or listed on appended Submittal Review cover sheet.

01 40 00 - 1

QUALITY REQUIREMENTS 2023.009.E

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Contractor's design-related professional design services.

F. Control of installation.

G. Tolerances.

H. Defect Assessment.

1.2 RELATED REQUIREMENTS

A. Section 01 01 00 - County Construction Procedures.

B. Section 01 30 00 - Administrative Requirements: Submittal procedures.

C. Section 01 60 00 - Product Requirements: Requirements for material and product quality.

1.3 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants; 2008 (Reapproved 2014).

B. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2014a.

C. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing;

2015.

D. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and Evaluating of Manufactured Building Components; 2016.

E. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2021.

01 40 00 - 2

1.4 DEFINITIONS

A. Contractor's Quality Control Plan: Contractor's management plan for executing the Contract for Construction.

B. Contractor's Professional Design Services: Design of some aspect or portion of the project by party other than the design professional of record. Provide these services as part of the Contract for Construction.

1. Design Services Types Required:

a. Construction-Related: Services Contractor needs to provide in order to carry out the Contractor’s sole responsibilities for construction means, methods, techniques, sequences, and procedures.

b. Design-Related: Design services explicitly required to be performed by another design professional due to highly-technical and/or specialized nature of a portion of the project. Services primarily involve engineering analysis, calculations, and design, and are not intended to alter the aesthetic aspects of the design.

C. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, appropriately licensed design professional.

1.5 CONTRACTOR'S DESIGN-RELATED PROFESSIONAL DESIGN SERVICES

A. Coordination: Contractor's professional design services are subject to requirements of project's Conditions for Construction Contract.

B. Base design on performance and/or design criteria indicated in individual specification sections.

C. Scope of Contractor's Professional Design Services: Provide for the following items of work:

1.6 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Contractor.

01 40 00 - 3

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

2. Test report submittals are for Architect's knowledge as contract…