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DMS Form AE05 Revised 08/2024
ADVERTISEMENT TO BID CONSTRUCTION
Date
PROPOSALS ARE REQUESTED FROM QUALIFIED LICENSED GENERAL CONTRACTORS OR ROOFING
CONTRACTOR BY THE DEPARTMENT OF MANAGEMENT SERVICES HEREINAFTER REFERRED TO AS
OWNER, FOR THE PROJECT REFERENCED BELOW:
PROJECT NO: FWC-02425150
PROJECT NAME: Roof Replacement (South Region HQ) for the Florida Fish and Wildlife Conservation Commission
LOCATION: 8535 Northlake Blvd., West Palm Beach, Florida 33412
ESTIMATED CONSTRUCTION COST: $800,000.00
MANDATORY DEPARTMENT OF MANAGEMENT(DMS) SERVICES PREQUALIFICATION: Each bidder whose field is governed by Chapter 399, 455, 489, and 633 of the Florida Statutes for licensure or certification must submit pre-qualification data of their eligibility to submit bid proposals five (5) calendar days prior to the bid opening date. If bidder has been previously prequalified by the Department of Management Services for the current biennium (September 1 through August 31) of even numbered years, please verify pre-qualification is still valid. Prequalification requirements are outlined in the Non-Technical Specification Instruction to Bidders under Article B-2 "Bidder Qualification Requirements and Procedures". Please call (850) 413-9588 for information on requirements for pre-qualification with the Department of Management Services or visit https://www.dms.myflorida.com/business_operations/real_estate_development_and_management/bureau_of_build ing_construction/forms_and_documents.
After the bid opening, the low bidder may be required to provide additional financial and bidding qualifications in accordance with Florida Administrative Rule 60D-5.004. These requirements are outlined in the Non-Technical Specifications Instruction to Bidders under Article B-22 "Qualifications for Award of Contract".
PUBLIC ENTITY CRIME INFORMATION STATEMENT: Under section 287.017 Florida Statutes, a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services and/or construction or repair of a public building or public work and may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity for a period of 36 months from the date of being placed on the convicted vendor list.
DISCRIMINATION; DENIAL OR REVOCATION FOR THE RIGHT TO TRANSACT BUSINESS WITH PUBLIC ENTITIES: Under section 287.134(2) Florida Statutes, entities or affiliates who have been placed on the State of Florida’s discriminatory vendor list may not submit a bid or proposal on this contract.
COOPERATION WITH THE INSPECTOR GENERAL: Pursuant to section 20.055(5), Florida Statutes, the bidder who is awarded the contract and its subcontractors understand and will comply with their duty to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing.
BID BOND: If the Base Bid or the Base Bid plus the sum of any alternates exceed $100,000, the bidder shall enclose a certified check, cashier's check, treasurer's check, bank draft or Bid Bond in the amount of not less than five percent (5%) of the Bid, payable to the Owner as a guarantee for the purpose set out in Instructions to Bidders. (Failure to submit a bid bond will result in disqualification)
PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND: If the construction contract award amount exceeds $100,000.00, a Performance Bond and a Labor and Material Payment Bond will be required and will be issued with the award of contract.
https://www.dms.myflorida.com/business_operations/real_estate_development_and_management/bureau_of_building_construction/forms_and_documents https://www.dms.myflorida.com/business_operations/real_estate_development_and_management/bureau_of_building_construction/forms_and_documents
DMS Form AE05 Revised 08/2024
PROCUREMENT OFFICER: The following Procurement Office is the SOLE POINT OF CONTACT for this ITB:
Savannah Dunn, Procurement Officer Department of Management Services Division of Real Estate Development and Management 4050 Esplanade Way, Suite 315.5x Tallahassee, Florida 32399 REDMProcurement@dms.fl.gov
ALL CONTACT MUST BE ONLY IN WRITING TO THE PROCUREMENT OFFICER. VIOLATION OF THIS
PROVISION MAY BE GROUNDS FOR REJECTING A BID.
SITE VISIT: If a site visit is needed it is required for the potential bidders to contact the Procurement Officer no less than 24 hours prior to the date and time below and must complete the release waiver for Florida Fish and Wildlife Conservation Commission. If requested by bidders, this will be the only permissible site visit.
Date and Time: Friday, December 19, 2025, at 1:00 P.M.
Place: 8535 Northlake Blvd., West Palm Beach, FL 33412
SEALED BIDS WILL BE RECEIVED, PUBLICLY OPENED AND READ ALOUD ON:
Date and Time: Tuesday, January 6, 2026, at 2:00 P.M.
Place: For consideration, all bids must be delivered to the Procurement Officer by mail or email at
REDMProcurement@dms.fl.gov no later than Monday, January 5, 2026, at 2:00 p.m.
A public bid opening will be held via Microsoft Teams on Tuesday, January 6, 2026, at 2:00 p.m. Contractors that have submitted a bid and are interested in attending should contact the Procurement Officer for a link to the meeting invite.
To prospective bidders: All questions concerning this solicitation must be submitted in writing to the Procurement
Officer at REDMProcurement@dms.fl.gov by close of business on Tuesday, December 23, 2025. Answers to all questions properly submitted will be responded to by close of business on Tuesday, December 30, 2025. During the advertisement process for this solicitation, prospective bidders are prohibited from communicating with any personnel associated with this project, other than the Procurement Officer, or other potential bidders. Any bidders that do not comply with this may be immediately disqualified from bidding on this project.
PROPOSAL: Bids must be submitted in full in accordance with the requirements of the Drawings, Specifications, Bidding Conditions and Contractual Conditions, which may be examined and obtained from the:
ARCHITECT-ENGINEER: Williamson Design Associates, 2605 Enterprise Rd. E, Suite 200, Clearwater, FL 33759
DISABILITY ACCESS: Pursuant to the provisions of the Americans with Disabilities Act according to 286.26 Florida Statues, any person requiring special accommodations to participate in this meeting/bid opening is asked to advise the agency at least 48 hours before the meeting by contacting the Procurement Officer. If you are hearing or speech impaired, please contact the agency using the Florida Relay Service, 1(800)955-8771 (TDD) or 1(800)955-8770 (Voice).
CONTRACT AWARD: The Notice of Award Recommendation will be posted on the DMS Vendor Information Portal website at https://vendor.myfloridamarketplace.com/ within 72 hours (business day) after the bids are opened.
“Failure to file a protest within the time prescribed in section 120.57(3), Florida Statutes, or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under chapter 120, Florida Statutes.” In the event that the Bid Tabulation and Notice of Award Recommendation cannot be posted within this time frame, then all bidders will be notified by e-mail or fax when the award is posted. If no protest is filed per Section B-19 of the Instructions to Bidders, "Notice and Protests Procedures", the contract will be awarded to the qualified, responsive low bidder in accordance with Rule 60D-5 by the Owner.
mailto:REDMProcurement@dms.fl.gov mailto:REDMProcurement@dms.fl.gov http://www.leg.state.fl.us/Statutes/index.cfm?App_mode=Display_Statute&Search_String&URL=0100-0199/0120/Sections/0120.57.html
| 00001COVER |
| 00002 |
| 00003 |
| 00004-Project Directory |
| 010 AE05 - Advertisement to Bid Construction (LowBid)(Rev 8-24) |
| PROJECT NO: |
| 020 SUPPLEMENTARY TERMS AND CONDITIONS AND NOTICE TO BIDDERS |
| 040 CM09 - Contractor's Proposal Letter (Low Bid) (Rev 3-18) (1) |
| LIST OF SUBCONTRACTORS |
| 050 General Terms and Conditions |
| 060 DMS REDM General Contractor Agreement v.12-2024 |
| REAL ESTATE DEVELOPMENT AND MANAGEMENT |
| CONSTRUCTION PROJECT AGREEMENT |
| BETWEEN OWNER AND CONTRACTOR |
| CONSTRUCTION PROJECT AGREEMENT |
| THE CONSTRUCTION TEAM AND EXTENT OF AGREEMENT |
| OWNER’S CERTIFICATE OF PARTIAL PAYMENT |
| 01010 SUMMARY OF THE WORK |
| 01025 SCHEDULE OF VALUES AND PAY REQUEST |
| 01040 PROJECT COORDINATION |
| 1. Maintain a daily log of progress of the Work and other pertinent data pertaining to the Contract Documents. The daily log and record documents shall be accessible to the Owner and Architect/Engineer and/or his consultants at all times. |
| 1. Prepare detailed schedule of the Construction Manager 's operations, including all subcontractors( work on the project. |
| 2. Monitor the schedules as the Work progresses. |
| 1. The Construction Manager shall coordinate scheduling of various meetings as required, with his own personnel, subcontractors, material suppliers, the Owner, Architect/Engineer and his consultants as applicable to the specific meeting. |
| 1. Coordinate requests for changes to assure compatibility of space, of operating elements, and effect on Work of other Sections. |
| 1. Transmit all requests for interpretation in writing. |
| 2. Requests shall include suggested resolution(s) when practical. |
| 01045 CUTTING AND PATCHING |
| 01140 WORK RESTRICTIONS & SCHEDULING |
| F. Where it is not possible to complete certain mechanical and electrical services to make the work complete and ready for occupancy, temporary services may be approved to permit occupancy by the Owner at the earliest possible date. |
| A. Buildings and adjacent areas may be subject to damage due to construction operations. At the completion of the project, the Construction Manager shall restore existing buildings, landscaping, turf, parking facilities, sidewalks, etc., to the same ... |
| B. In addition to requirements of the General Conditions of the Contract for Construction, the Construction Manager shall: |
| 1. Provide coverings over inlets, area drains, drywells, etc. to prevent soil and construction debris from running into the storm system. In the event of a failure of a covering, the Construction Manager is required to clean the affected piping and s... |
| 2. Provide protection from rain, wind, and extreme temperatures to protect new work, materials, equipment, fixtures, and adjacent areas from damage. |
| 3. Provide protection against stormwater back-ups when the storm system is affected by the work. Maintain flows as needed to avoid damage to the work and to surrounding areas. |
| 4. Provide temporary protection around openings through and at floors, roofs, and other openings. |
| A. Detailed construction scheduling is the responsibility of the Construction Manager. Schedules are to be updated and distributed to the Design Professional and Project Manager bi-weekly. An updated schedule is to be provided with each application ... |
| B. Provide schedules in CPM format in accordance with the Construction Contract. For less complex projects, a Gantt Chart may be used if approved by the Project Manager. |
| 01200 CONSTRUCTION PROJECT MEETINGS |
| 01210 ALLOWANCES |
| 01260 CHANGES & CLARIFICATIONS |
| 01310 CONSTRUCTION SCHEDULES AND PROGRESS REPORTS |
| 01330 submittal |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. |
| B. Related Sections: |
| 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the schedule of values. |
| 2. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule. |
| 3. Division 1 Section "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. |
| 4. Division 1 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals. |
| 5. Division 1 Section "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. |
| 1.3 DEFINITIONS |
| A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as action submittals. |
| B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indi... |
| C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside o... |
| D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. |
| 1.4 ACTION SUBMITTALS |
| A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Includ... |
| 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. |
| 2. Initial Submittal: Submit concurrently with start-up construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early be... |
| 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. |
| a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. |
| 4. Format: Arrange the following information in a tabular format: |
| a. Scheduled date for first submittal. |
| b. Specification Section number and title. |
| c. Submittal category: Action, informational. |
| d. Name of subcontractor. |
| e. Description of the Work covered. |
| f. Scheduled date for Architect's final release or approval. |
| g. Scheduled dates for purchasing. |
| h. Scheduled dates for installation. |
| i. Activity or event number. |
| 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS |
| A. Architect's Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. |
| 1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings. |
| a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. |
| b. Digital Drawing Software Program: The Contract Drawings are available in AutoCad 2022. |
| B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. |
| 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. |
| 2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. |
| 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. |
| 4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. |
| a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. |
| C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmi... |
| 1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. |
| 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. |
| 3. Resubmittal Review: Allow 14 days for review of each resubmittal. |
| 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal. |
| a. Division 15. |
| b. Division 26. |
5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 14 days for review of each submittal. Submittal will be returned to Architect...
| D. Identification and Information: Place a permanent label or title block on each paper copy submittal item for identification. |
| 1. Indicate name of firm or entity that prepared each submittal on label or title block. |
| 2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. |
| 3. Include the following information for processing and recording action taken: |
| a. Project name. |
| b. Date. |
| c. Name of Architect. |
| d. Name of Construction Manager. |
| e. Name of Contractor. |
| f. Name of subcontractor. |
| g. Name of supplier. |
| h. Name of manufacturer. |
| i. Submittal number or other unique identifier, including revision identifier. |
| 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.01.A). |
| j. Number and title of appropriate Specification Section. |
| k. Drawing number and detail references, as appropriate. |
| l. Location(s) where product is to be installed, as appropriate. |
| m. Other necessary identification. |
| E. Identification and Information: Identify and incorporate information in each electronic submittal file as follows: |
| 1. Assemble complete submittal package into a single indexed file with links enabling navigation to each item. |
| 2. Name file with submittal number or other unique identifier, including revision identifier. |
| a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-06100.0... |
| 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect and Construction Manager. |
| 4. Include the following information on an inserted cover sheet: |
| a. Project name. |
| b. Date. |
| c. Name and address of Architect. |
| d. Name of Construction Manager. |
| e. Name of Contractor. |
| f. Name of firm or entity that prepared submittal. |
| g. Name of subcontractor. |
| h. Name of supplier. |
| i. Name of manufacturer. |
| j. Number and title of appropriate Specification Section. |
| k. Drawing number and detail references, as appropriate. |
| l. Location(s) where product is to be installed, as appropriate. |
| m. Related physical samples submitted directly. |
| n. Other necessary identification. |
| 5. Include the following information as keywords in the electronic file metadata: |
| a. Project name. |
| b. Number and title of appropriate Specification Section. |
| c. Manufacturer name. |
| d. Product name. |
| F. Options: Identify options requiring selection by the Architect. |
| G. Deviations: Identify deviations from the Contract Documents on submittals. |
| H. Additional Paper Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. |
| 1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect and Construction Manager. |
| I. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. |
| 1. Transmittal Form: Use form per Section 01341. |
| 2. Transmittal Form: Provide locations on form for the following information: |
| a. Project name. |
| b. Date. |
| c. Destination (To:). |
| d. Source (From:). |
| e. Names of subcontractor, manufacturer, and supplier. |
| f. Category and type of submittal. |
| g. Submittal purpose and description. |
| h. Specification Section number and title. |
| i. Indication of full or partial submittal. |
| j. Drawing number and detail references, as appropriate. |
| k. Transmittal number. |
| l. Submittal and transmittal distribution record. |
| m. Remarks. |
| n. Signature of transmitter. |
3. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Document...
| J. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. |
| 1. Note date and content of previous submittal. |
| 2. Note date and content of revision in label or title block and clearly indicate extent of revision. |
| 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. |
| K. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on trans... |
| L. Use for Construction: Use only final submittals that are marked with approval notation from Architect's action stamp. |
| PART 2 - PRODUCTS |
| 2.1 SUBMITTAL PROCEDURES |
| A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. |
| 1. Post electronic submittals as PDF electronic files directly to the architect/ owner for review. |
| a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. |
| 2. Submit electronic submittals via email as PDF electronic files. |
| a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. |
| 3. Action Submittals: Submit PDF Format of each submittal, unless otherwise indicated. |
| 4. Informational Submittals: Submit PDF Format of each submittal, unless otherwise indicated. |
| 5. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Division 1 Section "Closeout Procedures." |
| 6. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign docume... |
| a. Provide a digital signature with digital certificate on electronically-submitted certificates and certifications where indicated. |
| b. Provide a notarized statement on original paper copy certificates and certifications where indicated. |
7. Test and Inspection Reports Submittals: Comply with requirements specified in Division 1 Section "Quality Requirements."
| B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. |
| 1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data. |
| 2. Mark each copy of each submittal to show which products and options are applicable. |
| 3. Include the following information, as applicable: |
| a. Manufacturer's catalog cuts. |
| b. Manufacturer's product specifications. |
| c. Standard color charts. |
| d. Statement of compliance with specified referenced standards. |
| e. Testing by recognized testing agency. |
| f. Application of testing agency labels and seals. |
| g. Notation of coordination requirements. |
| h. Availability and delivery time information. |
| 4. For equipment, include the following in addition to the above, as applicable: |
| a. Wiring diagrams showing factory-installed wiring. |
| b. Printed performance curves. |
| c. Operational range diagrams. |
| d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. |
| 5. Submit Product Data before or concurrent with Samples. |
| 6. Submit Product Data in the following format: |
| a. PDF electronic file. |
| C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. |
| 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: |
| a. Identification of products. |
| b. Schedules. |
| c. Compliance with specified standards. |
| d. Notation of coordination requirements. |
| e. Notation of dimensions established by field measurement. |
| f. Relationship and attachment to adjoining construction clearly indicated. |
| g. Seal and signature of professional engineer if specified. |
| 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. |
| 3. Submit Shop Drawings in the following format: |
| a. PDF electronic file. |
| D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. |
| 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. |
| 2. Identification: Attach label on unexposed side of Samples that includes the following: |
| a. Generic description of Sample. |
| b. Product name and name of manufacturer. |
| c. Sample source. |
| d. Number and title of applicable Specification Section. |
| 3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. |
| a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. |
| b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. |
| 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. |
| a. Number of Samples: Submit 3 full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected. |
| E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: |
| 1. Type of product. Include unique identifier for each product indicated in the Contract Documents. |
| 2. Manufacturer and product name, and model number if applicable. |
| 3. Number and name of room or space. |
| 4. Location within room or space. |
| 5. Submit product schedule in the following format: |
| a. PDF electronic file. |
| F. Contractor's Construction Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Documentation." |
| G. Application for Payment: Comply with requirements specified in Division 1 Section "Payment Procedures." |
| H. Schedule of Values: Comply with requirements specified in Division 1 Section "Payment Procedures." |
| I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Use CSI Form 1.5A. Include the following ... |
| 1. Name, address, and telephone number of entity performing subcontract or supplying products. |
| 2. Number and title of related Specification Section(s) covered by subcontract. |
| 3. Drawing number and detail references, as appropriate, covered by subcontract. |
| 4. Submit subcontract list in the following format: |
| a. PDF electronic file. |
| J. LEED Submittals: Comply with requirements specified in Division 1 Section "LEED Requirements." |
| 1. Submit LEED submittals in the following format: |
| a. PDF electronic file. |
| K. Coordination Drawings: Comply with requirements specified in Division 1 Section "Project Management and Coordination." |
| L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other informa... |
| M. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on American Welding ... |
| N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. |
| O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. |
| P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. |
| Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. |
| R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. |
| S. Product Test Reports: Submit written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified test... |
| T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: |
| 1. Name of evaluation organization. |
| 2. Date of evaluation. |
| 3. Time period when report is in effect. |
| 4. Product and manufacturers' names. |
| 5. Description of product. |
| 6. Test procedures and results. |
| 7. Limitations of use. |
| U. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements." |
| V. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requireme... |
| W. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendati... |
| X. Field Test Reports: Submit reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. |
| Y. Maintenance Data: Comply with requirements specified in Division 1 Section "Operation and Maintenance Data." |
| Z. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and des... |
| 2.2 DELEGATED-DESIGN SERVICES |
| A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and ... |
| 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. |
| B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally-signed PDF electronic file of certificate, signed and sealed by the responsible design professional, for each prod... |
| 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. |
| PART 3 - EXECUTION |
| 3.1 CONTRACTOR'S REVIEW |
| A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitti... |
| B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 1 Section "Closeout Procedures." |
| C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submi... |
| 3.2 ARCHITECT'S ACTION |
| A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. |
| B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. |
| C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. |
| D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. |
| E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned without review. |
| F. Submittals not required by the Contract Documents may not be reviewed and may be discarded. |
| 01340 Submittals Transmittal Form-consultant-contractor |
| 01370 Schedule of Values |
| 01380 CONSTRUCTION PHOTOGRAPHY AND VIDEO |
| 01400 Quality Control |
| 01520 TEMPORARY UTILITIES, CONTROLS, FACILITIES AND SIGNAGE |
| 01545 CONTRACTORS USE OF PREMISES |
| A. Furnish, install, and maintain required construction aids, remove on completion of Work. |
| 1. The Owner will provide the location of the source. |
| 2. The Construction Manager will pay for the cost of the water used. |
| 1. The Construction Manager shall provide the hook up and removal. |
| 2. The Construction Manager shall pay for the cost of the electrical power. |
1. Use only grounded, hard-surface type extension cords where exposed to abrasion or traffic. Use single lengths or tape intermediate connections with waterproof electrical type or use waterproof connectors.
| 01630 PRODUCT OPTIONS AND SUBSTITUTIONS |
| 01700 PROJECT CLOSEOUT |
| 02060 DEMOLITION |
| 06100 Rough Carpentry |
| 07411 |
| PART 1 - GENERAL |
| 1.01 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. |
| 1.02 SUMMARY |
| A. Section Includes: |
| 1. Standing-seam metal roof panels. |
| 2. Vertical Flush Seam Panels |
| B. Related Sections: |
| 1. Division 7 Section "Sheet Metal Flashing and Trim" for field-formed fasciae, copings, flashings, roof drainage systems, and other sheet metal work not part of metal roof panel assemblies. |
| 1.03 DEFINITIONS |
| A. Metal Roof Panel Assembly: Metal roof panels, attachment system components, miscellaneous metal framing, thermal insulation, and accessories necessary for a complete weathertight roofing system. |
| 1.04 PERFORMANCE REQUIREMENTS |
| A. General Performance: Metal roof panels shall comply with performance requirements without failure due to defective manufacture, fabrication, installation, or other defects in construction. |
| B. Delegated Design: Design metal roof panel assembly, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. |
| C. Air Infiltration: ASTM E-1680 |
| D. Water Penetration: No water penetration when tested according to ASTM E 1646. |
| E. Hydrostatic-Head Resistance: No water penetration when tested according to ASTM E 2140. |
| F. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind-uplift-resistance class indicated. |
| 1. Uplift Rating: UL 90. |
| G. FMG Listing: Provide metal roof panels and component materials that comply with requirements in FMG 4471 as part of a panel roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Id... |
| 1. Fire/Windstorm Classification: Class 1A-120. |
| H. Structural Performance: Provide metal roof panel assemblies capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated, based on testing according to ASTM E 1592: |
| 1. Wind Loads: Determine loads based on the following minimum design wind pressures: |
| a. Uniform pressure as indicated on Drawings. |
2. Deflection Limits: Metal roof panel assemblies shall withstand wind and snow loads with vertical deflections no greater than 1/240 of the span.
| I. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. |
| J. Thermal Performance: Provide insulated metal roof panel assemblies with thermal-resistance value (R-value) indicated when tested according to ASTM C 518. |
| K. Energy Performance: Provide roof panels that are listed on the U.S. Department of Energy's ENERGY STAR Roof Products Qualified Product List. |
| 1.05 SUBMITTALS |
| A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of roof panel and accessory. |
| B. Shop Drawings: Show fabrication and installation layouts of metal roof panels; details of edge conditions, side-seam and endlap joints, panel profiles, corners, anchorages, trim, flashings, closures, and accessories; and special details. Distingu... |
| C. Samples for Initial Selection: For each type of metal roof panel indicated with factory-applied color finishes. |
| 1. Include similar Samples of trim and accessories involving color selection. |
| D. Delegated-Design Submittal: For metal roof panel assembly indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. |
| E. Manufacturer Certificates: Signed by manufacturer certifying that roof panels comply with energy performance requirements specified in "Performance Requirements" Article. |
| 1. Submit evidence of meeting performance requirements. |
| F. Qualification Data: For qualified Installer. |
| G. Material Certificates. |
| H. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each product. |
| I. Field quality-control reports. |
| J. Maintenance Data: For metal roof panels to include in maintenance manuals. |
| K. Warranties: Samples of special warranties. |
| 1.06 QUALITY ASSURANCE |
| A. Installer Qualifications: An employer of workers trained and approved by manufacturer. |
| B. Testing Agency Qualifications: Qualified according to ASTM E 329 for testing indicated. |
| C. Source Limitations: Obtain each type of metal roof panels from single source from single manufacturer. |
| D. Surface-Burning Characteristics: Provide metal roof panels having insulation core material with the following surface-burning characteristics as determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identif... |
| 1. Flame-Spread Index: 25 or less. |
| 2. Smoke-Developed Index: 450 or less. |
| E. Fire-Resistance Ratings: Where indicated, provide metal roof panels identical to those of assemblies tested for fire resistance per ASTM E 119 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. |
| 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. |
| 2. Combustion Characteristics: ASTM E 136. |
| F. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. |
| 1. Build mockup of typical roof eave, including fascia, and soffit as shown on Drawings; approximately four panels wide by full eave width, including insulation, underlayment, attachments, and accessories. |
| 2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. |
| 3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. |
| G. Preinstallation Conference: Conduct conference at Project site. |
| 1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, metal roof panel Installer, metal roof panel manufacturer's representative, deck Installer, and installers whose work interfaces with or affect... |
| 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. |
| 3. Review methods and procedures related to metal roof panel installation, including manufacturer's written instructions. |
| 4. Examine deck substrate conditions for compliance with requirements, including flatness and attachment to structural members. |
| 5. Review structural loading limitations of deck during and after roofing. |
| 6. Review flashings, special roof details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect metal roof panels. |
| 7. Review governing regulations and requirements for insurance, certificates, and testing and inspecting if applicable. |
| 8. Review temporary protection requirements for metal roof panel assembly during and after installation. |
| 9. Review roof observation and repair procedures after metal roof panel installation. |
| 10. Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. |
| 1.07 DELIVERY, STORAGE, AND HANDLING |
| A. Deliver components, sheets, metal roof panels, and other manufactured items so as not to be damaged or deformed. Package metal roof panels for protection during transportation and handling. |
| B. Unload, store, and erect metal roof panels in a manner to prevent bending, warping, twisting, and surface damage. |
| C. Stack metal roof panels on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal roof panels to ensure dryness. Do not store metal roof panels in contact with other materials that might cause staining, dent... |
| D. Protect strippable protective covering on metal roof panels from exposure to sunlight and high humidity, except to extent necessary for period of metal roof panel installation. |
| E. Protect foam-plastic insulation as follows: |
| 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment. |
| 2. Protect against ignition at all times. Do not deliver foam-plastic insulation materials to Project site before installation time. |
| 3. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. |
| 1.08 PROJECT CONDITIONS |
| A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit metal roof panel work to be performed according to manufacturer's written instructions and warranty requirements. |
| B. Field Measurements: Verify actual dimensions of construction contiguous with metal roof panels by field measurements before fabrication. |
| 1.09 COORDINATION |
| A. Coordinate sizes and locations of roof curbs, equipment supports, and roof penetrations with actual equipment provided. |
| B. Coordinate metal roof panels with rain drainage work, flashing, trim, and construction of decks, parapets, walls, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. |
| 1.10 WARRANTY |
| A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace metal roof panel assemblies that fail in materials or workmanship within specified warranty period. |
| 1. Failures include, but are not limited to, the following: |
| a. Structural failures including rupturing, cracking, or puncturing. |
| b. Deterioration of metals, metal finishes, and other materials beyond normal weathering. |
2. Warranty Period: Five years from date of Substantial Completion.
| B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal roof panels that show evidence of deterioration of factory-applied finishes within specified warranty period. |
| 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: |
| a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. |
| b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. |
| c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. |
2. Finish Warranty Period: 40 years from date of Substantial Completion.
| C. Special Weathertightness Warranty for Standing-Seam Metal Roof Panels: Manufacturer's standard form in which manufacturer agrees to repair or replace standing-seam metal roof panel assemblies that fail to remain weathertight, including leaks, with... |
| 1. Warranty Period: 20 years from date of Substantial Completion. |
| PART 2 - PRODUCTS |
| 2.01 STANDING-SEAM METAL ROOF PANELS |
| A. General: Provide factory-formed metal roof panels designed to be installed by lapping and interconnecting raised side edges of adjacent panels with joint type indicated and mechanically attaching panels to supports using concealed clips in side la... |
| 1. Steel Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1514. |
| B. Vertical-Rib, Seamed-Joint, Standing-Seam Metal Roof Panels: Formed with vertical ribs at panel edges and flat pan between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under ... |
| 1. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: |
| 2. |
| a. Berridge ZeeLock (Double Lock) |
| 1) Florida Approved Product #15471.1 |
| 2) NOA No. 22-0920-08 |
| 3. Material: Zinc-coated (galvanized) steel sheet, 24 gauge. |
| a. Exterior Finish: 3-coat fluoropolymer. |
| b. Color: As selected by Architect from manufacturer's full range. |
| 4. Clips: Fixed. |
| a. Material: 0.028-inch- nominal thickness, zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet. Clips to be coated. |
| b. Material: 0.025-inch- thick, stainless-steel sheet. |
| 5. Joint Type: Double folded. |
| 6. Panel Coverage: 16 inches. |
| 7. Panel Height: 2.0 inches. |
| C. Flush Seam Panel |
| 1. Panels shall be factory formed to 40’ max |
| 2. Panels to have flat, 3-7/8” wide, embossed textured face; ½” depth; interlocking male- female side lap; and utilize concealed fasteners. |
| 3. Attachment to wood supports with 1-1/4” long galvanized ring shank roofing nails at maximum spacing of 6’-0” on center per local code requirement. |
| 2.02 ACCESSORIES |
| A. Roof Panel Accessories: Provide components approved by roof panel manufacturer and as required for a complete metal roof panel assembly including trim, copings, fasciae, corner units, ridge closures, clips, flashings, sealants, gaskets, fillers, c... |
| 1. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal roof panels. |
| 2. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- thick, flexible closure strips; cut or premolded to match metal roof panel profile. Provide closure str... |
| 3. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. |
B. Flashing and Trim: Formed from same material as roof panels, prepainted with coil coating, minimum .050 thick. Provide flashing and trim as required to seal against weather and to provide finished appearance. Locations include, but are not limit...
| 2.03 FABRICATION |
| A. Fabricate and finish metal roof panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements. Comply with indicated profiles a... |
| B. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. |
| C. Fabricate metal roof panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weathertight and minimize noise from movements within panel ass... |
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