Okaloosa County Sealed Solicitation

Title: VPS Baggage Claim Expansion

Deadline: 3/27/2024 3:00 PM   (UTC-06:00) Central Time (US & Canada)

Status: In Review

Solicitation Number: ITB AP 40-24

Description: CONSTRUCT BAGGAGE CLAIM AT DESTIN-FORT WALTON BEACH AIRPORT (VPS)
The project consists of providing all labor, materials and other means of construction necessary to
modify the existing baggage claim systems and construct an expansion of the baggage claim portion
of the east terminal non-secure public use areas as well as the canopy over the baggage claim load
belts in the secure area. The project will construct a baggage claim expansion with baggage claim
systems, rental car counters and offices, and airline baggage offices. The project will also renovate
the existing baggage claim portion of the east terminal. Impacts to existing airport facilities that will
be incurred include: connection to water, sewer, gas, electrical, landscaping, covered walkway, and
other airport facilities.


Pre-Bid Meeting Date: 3/6/2024 10:00 AM

Pre-Bid Meeting Details: Please sign up if you plan to attend the pre-bid meeting.A non-mandatory Pre-Bid Conference will be conducted in-person [ located at 1701 State Road 85 North, Eglin A.F.B. 32542-1498 on 2nd Floor, Conference room 1] and simultaneously through a Zoom meeting on March 6, 2024 at 10:00 a.m. (C.S.T.). All interested attendees must e-mail the following e-mail address for further link, login and password instructions. For further information e-mail: epoole@myokaloosa.com


Documents:

Documents as of 2/22/2024
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Addition 1

Posted: 3/12/2024

Type of Addition: Addendum 1

Overview: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as
noted below. Acknowledge receipt of this Addendum in the space provided on Page BF-1 of the Bid Forms.
Failure to do so may subject a Bidder to disqualification.

Deadline: 3/27/2024 3:00 PM

Solicitation #: ITB AP 40-24

Documents:

Addition 2

Posted: 3/20/2024

Type of Addition: Addendum 2

Overview: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as
noted below. Acknowledge receipt of this Addendum in the space provided on Page BF-1 of the Bid Forms.
Failure to do so may subject a Bidder to disqualification.
This Addendum consists of 5 pages plus attachments.

Deadline: 3/27/2024 3:00 PM

Solicitation #: ITB AP 40-24

Documents:

Addition 3

Posted: 3/27/2024

Type of Addition: In Review

Question 1

Posted: 2/27/2024

Question: Will this project be Design-Build or Design-Bid-Build?

Response: This project is an ITB, so price will be included.

Question 2

Posted: 2/28/2024

Question: Is there a preferred Vendor/Subcontractor list? Or a list of Vendor/Subcontractors that have performed work at the airport?

Response: The airport does not have a preferred vendor list/subcontractor list.

Question 3

Posted: 2/29/2024

Question: To ensure accuracy, we request permission to submit the following documents included in the Bid Form within 48 hours after the specified bid date and time. Disadvantaged Business Enterprise Program - BF-45 DBE Certificate of Compliance Form - BF-49 DBE Statement of Good Faith Efforts - BF -51 Performance of Work by Subcontractors - BF-57

Response: Those are required forms that must be submitted before the bid deadline of March 27, 2024 @ 3:00pm. If they are not included in the bid package, your submittal will be deemed non-responsive.

Question 4

Posted: 2/29/2024

Question: SFA-1 states that the "following documents shall be submitted with the bid packet". However, the paragraph below states that that the bidder is not to sign the draft contract. Is the unsigned draft contract required to be submitted with the Bid Form?

Response: The draft contract does not have to be signed. It is there as an example of what the contract will look like with the County.

Question 5

Posted: 2/29/2024

Question: The DBE Statement of Good Faith Efforts states that we are to provide the date letters were mailed to prospective DBE participants. Is it acceptable to distribute the DBE letters electronically as opposed to using the US Postal Service?

Response: Yes, the email traffic can be used as verification.

Question 6

Posted: 3/1/2024

Question: 1. This will be the 3rd time we have bid this project. What is the new budget for this project? 2. When do the FDOT grants expire on this project? 3. Please clarify the DAKTRONIC system for the FIDS.

Response: Please see Addendum 2

Question 7

Posted: 3/4/2024

Question: Please clarify that Door 101B is to be hurricane impact rated as this is not typical for interior doors. Please clarify that Door 101A and 101B are to have insulated glass.

Response: Please see Addendum 2

Question 8

Posted: 3/4/2024

Question: Please advise if Johnson Controls can be an approved manufacturer of the controls as they have been approved for the air handling equipment.

Response: Please see Addendum 2

Question 9

Posted: 3/6/2024

Question: Please provide manufacturer of the existing 2MW Generator.

Response: Please see Addendum 2

Question 10

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Drawings (B1/AE-3-102, A1/AE-3-102,A1/AE-3-103, etc ) call for 2 Hour Roof Assembly, and 2 Hour rating on Structural Frame Beams, and Secondary Beams to have a 2 Hour Rating-which exceeds Codes requirements. Please verify if the 2 Hour rating is required-even though not required by the Code Requirements for the Project.

Response: Please see Addendum 2

Question 11

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. IBC and SBC allow that the Primary Structural Frame may have the Hourly rating Reduced from 2 Hour to 1 Hour where supporting a Roof only.—Please clarify if accepted for this project

Response: Please see Addendum 2

Question 12

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. Please verify if the beams and columns in the Exterior Wall will require a 2 Hour rating -if they are not load bearing Exterior walls.

Response: Please see Addendum 2

Question 13

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Column Details (Sheet AE-5-102, AE-5-103) show 2 Hour rating, but the Code allows the Structural Frame Columns that support a Roof only to have the rating reduced from 2 Hours to 1 Hour for Type I-B Construction. Please clarify requirements for this project.

Response: Please see Addendum 2

Question 14

Posted: 3/7/2024

Question: Refer to Sheet AE-1-105 and Wall Sections on SheetAE-3-201. A Deck Board is shown installed on the Roof deck under the Roof Insulation. Clarify what type of deck board is used, as it is not specified. If a 5/8” Sheetrock or 5/8” Densdeck is used as a deck Board on the metal deck under the roof Insulation, then the Fireproofing thickness on the Roof deck would be reduced. ½” Thickness of Sheetrock or densdeck, or Plywood used as the deck Board does not provide any help for the Fireproofing thickness.

Response: Please see Addendum 2

Question 15

Posted: 3/7/2024

Question: Refer to Sheet AE-1-105. This Existing Roof area between Columns O and U, between Columns 6 and 11 is shown Having the Existing Roof removed to the deck with a new Roofing System installed. Is the Existing Roof System already fireproofed ? When the Existing Roof System is removed and replaced--- most-if not all of the Existing Fireproofing will delaminate from the deck, with a large portion falling off. –Who would be responsible for replacing the Fireproofing? What Rating would be required? What type of Fireproofing would be required? Would the Existing Fireproofing left hanging from the deck need to be replaced? The Full Framing plan of this Existing roof area would be needed in order to determine the amount of Fireproofing required.

Response: Please see Addendum 2

Question 16

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 2.2 Intumescent Paint Fireproofing. We could not find any Intumescent Paint Fireproofing on the plans. Please clarify where intumescent Paint Fireproofing is required.

Response: Please see Addendum 2

Question 17

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 2.1 Cementitious Fireproofing –only High Density Fireproofing is Specified. a. High Density Fireproofing can not be installed direct on metal deck, as it is too heavy. Installation of High Density Fireproofing on metal roof deck (or metal floor deck) requires the installation of metal lath on the roof deck at an additional cost—of between $5.00 and $7.50 per SF.—Please advise if a different Density fireproofing would be approved. b. High Density Fireproofing is much more expensive than Medium Density Fireproofing (around half the cost of High Density Fireproofing), or Standard Density Fireproofing (60 % of the Cost of Medium Density Fireproofing). Can either Medium Density Fireproofing or Standard Density Fireproofing can be used at different locations. • High Density Fireproofing-as Specified at Exterior Columns at the Canopy? • Medium Density Fireproofing at Exterior Beams and Roof deck at the Canopy, with either a 3/8” to 5/8” overspray of High Density Fireproofing over the Medium Density Fireproofing? • Medium Density Fireproofing at Exposed Interior Roof Assembly and beams?. • Standard Density fireproofing at Concealed Roof framing-including beams, and Concealed Columns?

Response: Please see Addendum 2

Question 18

Posted: 3/7/2024

Question: Please clarify if Overcoat/Sealer (Refer to Section 078100 Applied Fireproofing Paragraphs 2.3B and 3.3B) is required.

Response: Please see Addendum 2

Question 19

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 3.3A. – Clarify if at Exposed locations is a trowel smooth surface with formed square edges is required. On Roof deck---with the deck going up and down---you can not provide a smooth trowel finish. On Beams---you can not install a smooth trowel finish on beams tips, and you can not provide formed square edges. Fireproofing Contractors do not have Plasterers any more.

Response: Please see Addendum 2

Question 20

Posted: 3/8/2024

Question: Are there any proprietary systems for the HVAC controls, fire, security, etc..

Response: Please see Addendum 2

Question 21

Posted: 3/11/2024

Question: Questions from fire proofers: The Architect did not incorporate all the Addendums that were issued previously, I am forwarding you the questions we have (again) 1. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Drawings (B1/AE-3-102, A1/AE-3-102,A1/AE-3-103, etc ) call for 2 Hour Roof Assembly, and 2 Hour rating on Structural Frame Beams, and Secondary Beams to have a 2 Hour Rating-which exceeds Codes requirements. Please verify if the 2 Hour rating is required-even though not required by the Code Requirements for the Project. 2. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. IBC and SBC allow that the Primary Structural Frame may have the Hourly rating Reduced from 2 Hour to 1 Hour where supporting a Roof only.—Please clarify if accepted for this project 3. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. Please verify if the beams and columns in the Exterior Wall will require a 2 Hour rating -if they are not load bearing Exterior walls 4. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Column Details (Sheet AE-5-102, AE-5-103) show 2 Hour rating, but the Code allows the Structural Frame Columns that support a Roof only to have the rating reduced from 2 Hours to 1 Hour for Type I-B Construction. Please clarify requirements for this project. 5. Refer to Sheet AE-1-105 and Wall Sections on SheetAE-3-201. A Deck Board is shown installed on the Roof deck under the Roof Insulation. Clarify what type of deck board is used, as it is not specified. If a 5/8” Sheetrock or 5/8” Densdeck is used as a deck Board on the metal deck under the roof Insulation, then the Fireproofing thickness on the Roof deck would be reduced. ½” Thickness of Sheetrock or densdeck, or Plywood used as the deck Board does not provide any help for the Fireproofing thickness. 6. Refer to Sheet AE-1-105. This Existing Roof area between Columns O and U, between Columns 6 and 11 is shown Having the Existing Roof removed to the deck with a new Roofing System installed. Is the Existing Roof System already fireproofed ? When the Existing Roof System is removed and replaced--- most-if not all of the Existing Fireproofing will delaminate from the deck, with a large portion falling off. –Who would be responsible for replacing the Fireproofing? What Rating would be required? What type of Fireproofing would be required? Would the Existing Fireproofing left hanging from the deck need to be replaced? The Full Framing plan of this Existing roof area would be needed in order to determine the amount of Fireproofing required. 7. Refer to Section 078100 Applied Fireproofing-Paragraph 2.2 Intumescent Paint Fireproofing. We could not find any Intumescent Paint Fireproofing on the plans. Please clarify where intumescent Paint Fireproofing is required. 8. Refer to Section 078100 Applied Fireproofing-Paragraph 2.1 Cementitious Fireproofing –only High Density Fireproofing is Specified. a. High Density Fireproofing can not be installed direct on metal deck, as it is too heavy. Installation of High Density Fireproofing on metal roof deck (or metal floor deck) requires the installation of metal lath on the roof deck at an additional cost—of between $5.00 and $7.50 per SF.—Please advise if a different Density fireproofing would be approved. b. High Density Fireproofing is much more expensive than Medium Density Fireproofing (around half the cost of High Density Fireproofing), or Standard Density Fireproofing (60 % of the Cost of Medium Density Fireproofing). Can either Medium Density Fireproofing or Standard Density Fireproofing can be used at different locations. ? High Density Fireproofing-as Specified at Exterior Columns at the Canopy? ? Medium Density Fireproofing at Exterior Beams and Roof deck at the Canopy, with either a 3/8” to 5/8” overspray of High Density Fireproofing over the Medium Density Fireproofing? ? Medium Density Fireproofing at Exposed Interior Roof Assembly and beams?. ? Standard Density fireproofing at Concealed Roof framing-including beams, and Concealed Columns? ? 9. Clarify if Overcoat/Sealer (Refer to Section 078100 Applied Fireproofing Paragraphs 2.3B and 3.3B) is required. ? 10. Refer to Section 078100 Applied Fireproofing-Paragraph 3.3A. – Clarify if at Exposed locations is a trowel smooth surface with formed square edges is required. On Roof deck---with the deck going up and down---you can not provide a smooth trowel finish. On Beams---you can not install a smooth trowel finish on beams tips, and you can not provide formed square edges. Fireproofing Contractors do not have Plasterers any more.

Response: Please see Addendum 2

Question 22

Posted: 3/12/2024

Question: I am interested in providing the Audio Visual portion of this requirement. Will it be broken out into a separate RFQ or is there a list of interested contractors I can partner with?

Response: Please see Addendum 2

Question 23

Posted: 3/13/2024

Question: This project was previously open for bid as ITB AP 38-22 in 2022 and ITB AP 32-23 in 2023. Are the RFI responses from either solicitation or both solicitations still valid?

Response: Please see Addendum 2

Question 24

Posted: 3/13/2024

Question: Per BF-48 (#11), GP-100-3 (90-06.b.) and GP-100-38 (49 CFR §26.29): We understand that Paid When Paid language applies to any subcontracts held by the prime Contractor. Will subcontractors be paid within 10 days of Contractor's receipt of payment from Owner (per Bid Forms) or within 30 days of Contractor's receipt of payment (per General Provisions)?

Response: Please see Addendum 2

Question 25

Posted: 3/13/2024

Question: Per ITB & Respondent's Acknowledgement and ITC-9 (#16), and ITC-5 (#7.2) and BF-1 (#2): How long should pricing be held for? Bids remain subject to acceptance or rejection and may not be withdrawn for 90 calendar days after the bid opening (per Respondent's Acknowledgement and ITC-9). Bid bond language and Bid Form (BF-1) both suggest that pricing must hold for 120 days.

Response: Please see Addendum 2

Question 26

Posted: 3/13/2024

Question: Per BF-45 (#8) and BF-49: Bid Forms refer to FDOT directory in regard to meeting the 7.31% DBE participation goal. Will any other national, state, or regional/local certifying bodies apply toward this goal, or must DBE firms be certified through FDOT/Florida UCP only?

Response: Please see Addendum 2

Question 27

Posted: 3/13/2024

Question: Per ITC-12 (#35) and SFA-7 to SFA-8 (Article 10): Are Contractor and/or subcontractors entitled to reimbursement of additional costs (outside of the Contract Price earned to date), in the event of termination for convenience? Per Instructions to Respondents, Contractor will be paid only the Contract Price earned to the date of termination but waives all other damages; Contract Price/time may be adjusted in the event of a suspension for reasons outside of the Contractor's control. However, Std. Form of Agreement (SFA) states that Contractor is also entitled to other costs as permitted by prime contract and approved by Owner plus 10% of cost of work for overhead and profit.

Response: Please see Addendum 2

Question 28

Posted: 3/13/2024

Question: Per GP-100-5 (90-10) and Spec 347739 - 27 to 28 of 97 (Article 1.12): Please confirm correct warranty start date. General Provisions state that the warranty is to start at Final Acceptance, but the BHS Technical Specification says that the warranty is to start at Substantial Completion of each phase. We assume that Substantial Completion is the correct start date.

Response: Please see Addendum 2

Question 29

Posted: 3/13/2024

Question: Concrete Paving - Note 1 on CE-1-905 states 14" while Detail 5 on CE-1-903 states 12". Please clarify what is required. If both, please indicate locations of each.

Response: Please see Addendum 2

Question 30

Posted: 3/13/2024

Question: Can there be an extension to the RFI Question deadline? we are requesting an extension of a couple of days.

Response: Please see Addendum 2

Question 31

Posted: 3/13/2024

Question: Please provide switchgear specifications.

Response: Please see Addendum 2

Question 32

Posted: 3/13/2024

Question: Revision to previous question - Please provide paralleling switchgear specifications.

Response: Please see Addendum 2

Posted: 3/12/2024

Type of Addition: Addendum 1

Overview: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as
noted below. Acknowledge receipt of this Addendum in the space provided on Page BF-1 of the Bid Forms.
Failure to do so may subject a Bidder to disqualification.

Deadline: 3/27/2024 3:00 PM

Solicitation #: ITB AP 40-24

Documents:

Posted: 3/20/2024

Type of Addition: Addendum 2

Overview: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as
noted below. Acknowledge receipt of this Addendum in the space provided on Page BF-1 of the Bid Forms.
Failure to do so may subject a Bidder to disqualification.
This Addendum consists of 5 pages plus attachments.

Deadline: 3/27/2024 3:00 PM

Solicitation #: ITB AP 40-24

Documents:

Posted: 3/27/2024

Type of Addition: In Review

Posted: 2/27/2024

Question: Will this project be Design-Build or Design-Bid-Build?

Response: This project is an ITB, so price will be included.

Posted: 2/28/2024

Question: Is there a preferred Vendor/Subcontractor list? Or a list of Vendor/Subcontractors that have performed work at the airport?

Response: The airport does not have a preferred vendor list/subcontractor list.

Posted: 2/29/2024

Question: To ensure accuracy, we request permission to submit the following documents included in the Bid Form within 48 hours after the specified bid date and time. Disadvantaged Business Enterprise Program - BF-45 DBE Certificate of Compliance Form - BF-49 DBE Statement of Good Faith Efforts - BF -51 Performance of Work by Subcontractors - BF-57

Response: Those are required forms that must be submitted before the bid deadline of March 27, 2024 @ 3:00pm. If they are not included in the bid package, your submittal will be deemed non-responsive.

Posted: 2/29/2024

Question: SFA-1 states that the "following documents shall be submitted with the bid packet". However, the paragraph below states that that the bidder is not to sign the draft contract. Is the unsigned draft contract required to be submitted with the Bid Form?

Response: The draft contract does not have to be signed. It is there as an example of what the contract will look like with the County.

Posted: 2/29/2024

Question: The DBE Statement of Good Faith Efforts states that we are to provide the date letters were mailed to prospective DBE participants. Is it acceptable to distribute the DBE letters electronically as opposed to using the US Postal Service?

Response: Yes, the email traffic can be used as verification.

Posted: 3/1/2024

Question: 1. This will be the 3rd time we have bid this project. What is the new budget for this project? 2. When do the FDOT grants expire on this project? 3. Please clarify the DAKTRONIC system for the FIDS.

Response: Please see Addendum 2

Posted: 3/4/2024

Question: Please clarify that Door 101B is to be hurricane impact rated as this is not typical for interior doors. Please clarify that Door 101A and 101B are to have insulated glass.

Response: Please see Addendum 2

Posted: 3/4/2024

Question: Please advise if Johnson Controls can be an approved manufacturer of the controls as they have been approved for the air handling equipment.

Response: Please see Addendum 2

Posted: 3/6/2024

Question: Please provide manufacturer of the existing 2MW Generator.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Drawings (B1/AE-3-102, A1/AE-3-102,A1/AE-3-103, etc ) call for 2 Hour Roof Assembly, and 2 Hour rating on Structural Frame Beams, and Secondary Beams to have a 2 Hour Rating-which exceeds Codes requirements. Please verify if the 2 Hour rating is required-even though not required by the Code Requirements for the Project.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. IBC and SBC allow that the Primary Structural Frame may have the Hourly rating Reduced from 2 Hour to 1 Hour where supporting a Roof only.—Please clarify if accepted for this project

Response: Please see Addendum 2

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. Please verify if the beams and columns in the Exterior Wall will require a 2 Hour rating -if they are not load bearing Exterior walls.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Column Details (Sheet AE-5-102, AE-5-103) show 2 Hour rating, but the Code allows the Structural Frame Columns that support a Roof only to have the rating reduced from 2 Hours to 1 Hour for Type I-B Construction. Please clarify requirements for this project.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Refer to Sheet AE-1-105 and Wall Sections on SheetAE-3-201. A Deck Board is shown installed on the Roof deck under the Roof Insulation. Clarify what type of deck board is used, as it is not specified. If a 5/8” Sheetrock or 5/8” Densdeck is used as a deck Board on the metal deck under the roof Insulation, then the Fireproofing thickness on the Roof deck would be reduced. ½” Thickness of Sheetrock or densdeck, or Plywood used as the deck Board does not provide any help for the Fireproofing thickness.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Refer to Sheet AE-1-105. This Existing Roof area between Columns O and U, between Columns 6 and 11 is shown Having the Existing Roof removed to the deck with a new Roofing System installed. Is the Existing Roof System already fireproofed ? When the Existing Roof System is removed and replaced--- most-if not all of the Existing Fireproofing will delaminate from the deck, with a large portion falling off. –Who would be responsible for replacing the Fireproofing? What Rating would be required? What type of Fireproofing would be required? Would the Existing Fireproofing left hanging from the deck need to be replaced? The Full Framing plan of this Existing roof area would be needed in order to determine the amount of Fireproofing required.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 2.2 Intumescent Paint Fireproofing. We could not find any Intumescent Paint Fireproofing on the plans. Please clarify where intumescent Paint Fireproofing is required.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 2.1 Cementitious Fireproofing –only High Density Fireproofing is Specified. a. High Density Fireproofing can not be installed direct on metal deck, as it is too heavy. Installation of High Density Fireproofing on metal roof deck (or metal floor deck) requires the installation of metal lath on the roof deck at an additional cost—of between $5.00 and $7.50 per SF.—Please advise if a different Density fireproofing would be approved. b. High Density Fireproofing is much more expensive than Medium Density Fireproofing (around half the cost of High Density Fireproofing), or Standard Density Fireproofing (60 % of the Cost of Medium Density Fireproofing). Can either Medium Density Fireproofing or Standard Density Fireproofing can be used at different locations. • High Density Fireproofing-as Specified at Exterior Columns at the Canopy? • Medium Density Fireproofing at Exterior Beams and Roof deck at the Canopy, with either a 3/8” to 5/8” overspray of High Density Fireproofing over the Medium Density Fireproofing? • Medium Density Fireproofing at Exposed Interior Roof Assembly and beams?. • Standard Density fireproofing at Concealed Roof framing-including beams, and Concealed Columns?

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Please clarify if Overcoat/Sealer (Refer to Section 078100 Applied Fireproofing Paragraphs 2.3B and 3.3B) is required.

Response: Please see Addendum 2

Posted: 3/7/2024

Question: Refer to Section 078100 Applied Fireproofing-Paragraph 3.3A. – Clarify if at Exposed locations is a trowel smooth surface with formed square edges is required. On Roof deck---with the deck going up and down---you can not provide a smooth trowel finish. On Beams---you can not install a smooth trowel finish on beams tips, and you can not provide formed square edges. Fireproofing Contractors do not have Plasterers any more.

Response: Please see Addendum 2

Posted: 3/8/2024

Question: Are there any proprietary systems for the HVAC controls, fire, security, etc..

Response: Please see Addendum 2

Posted: 3/11/2024

Question: Questions from fire proofers: The Architect did not incorporate all the Addendums that were issued previously, I am forwarding you the questions we have (again) 1. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Drawings (B1/AE-3-102, A1/AE-3-102,A1/AE-3-103, etc ) call for 2 Hour Roof Assembly, and 2 Hour rating on Structural Frame Beams, and Secondary Beams to have a 2 Hour Rating-which exceeds Codes requirements. Please verify if the 2 Hour rating is required-even though not required by the Code Requirements for the Project. 2. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. IBC and SBC allow that the Primary Structural Frame may have the Hourly rating Reduced from 2 Hour to 1 Hour where supporting a Roof only.—Please clarify if accepted for this project 3. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. Please verify if the beams and columns in the Exterior Wall will require a 2 Hour rating -if they are not load bearing Exterior walls 4. The Building Code Data on Sheet AG-0-001 calls for Type IB Construction requiring a 2 Hour Primary Structure, 2 Hour Interior and Exterior Bearing Walls , 2 Hour Floor Construction, and 1 Hour Roof Construction. The Column Details (Sheet AE-5-102, AE-5-103) show 2 Hour rating, but the Code allows the Structural Frame Columns that support a Roof only to have the rating reduced from 2 Hours to 1 Hour for Type I-B Construction. Please clarify requirements for this project. 5. Refer to Sheet AE-1-105 and Wall Sections on SheetAE-3-201. A Deck Board is shown installed on the Roof deck under the Roof Insulation. Clarify what type of deck board is used, as it is not specified. If a 5/8” Sheetrock or 5/8” Densdeck is used as a deck Board on the metal deck under the roof Insulation, then the Fireproofing thickness on the Roof deck would be reduced. ½” Thickness of Sheetrock or densdeck, or Plywood used as the deck Board does not provide any help for the Fireproofing thickness. 6. Refer to Sheet AE-1-105. This Existing Roof area between Columns O and U, between Columns 6 and 11 is shown Having the Existing Roof removed to the deck with a new Roofing System installed. Is the Existing Roof System already fireproofed ? When the Existing Roof System is removed and replaced--- most-if not all of the Existing Fireproofing will delaminate from the deck, with a large portion falling off. –Who would be responsible for replacing the Fireproofing? What Rating would be required? What type of Fireproofing would be required? Would the Existing Fireproofing left hanging from the deck need to be replaced? The Full Framing plan of this Existing roof area would be needed in order to determine the amount of Fireproofing required. 7. Refer to Section 078100 Applied Fireproofing-Paragraph 2.2 Intumescent Paint Fireproofing. We could not find any Intumescent Paint Fireproofing on the plans. Please clarify where intumescent Paint Fireproofing is required. 8. Refer to Section 078100 Applied Fireproofing-Paragraph 2.1 Cementitious Fireproofing –only High Density Fireproofing is Specified. a. High Density Fireproofing can not be installed direct on metal deck, as it is too heavy. Installation of High Density Fireproofing on metal roof deck (or metal floor deck) requires the installation of metal lath on the roof deck at an additional cost—of between $5.00 and $7.50 per SF.—Please advise if a different Density fireproofing would be approved. b. High Density Fireproofing is much more expensive than Medium Density Fireproofing (around half the cost of High Density Fireproofing), or Standard Density Fireproofing (60 % of the Cost of Medium Density Fireproofing). Can either Medium Density Fireproofing or Standard Density Fireproofing can be used at different locations. ? High Density Fireproofing-as Specified at Exterior Columns at the Canopy? ? Medium Density Fireproofing at Exterior Beams and Roof deck at the Canopy, with either a 3/8” to 5/8” overspray of High Density Fireproofing over the Medium Density Fireproofing? ? Medium Density Fireproofing at Exposed Interior Roof Assembly and beams?. ? Standard Density fireproofing at Concealed Roof framing-including beams, and Concealed Columns? ? 9. Clarify if Overcoat/Sealer (Refer to Section 078100 Applied Fireproofing Paragraphs 2.3B and 3.3B) is required. ? 10. Refer to Section 078100 Applied Fireproofing-Paragraph 3.3A. – Clarify if at Exposed locations is a trowel smooth surface with formed square edges is required. On Roof deck---with the deck going up and down---you can not provide a smooth trowel finish. On Beams---you can not install a smooth trowel finish on beams tips, and you can not provide formed square edges. Fireproofing Contractors do not have Plasterers any more.

Response: Please see Addendum 2

Posted: 3/12/2024

Question: I am interested in providing the Audio Visual portion of this requirement. Will it be broken out into a separate RFQ or is there a list of interested contractors I can partner with?

Response: Please see Addendum 2

Posted: 3/13/2024

Question: This project was previously open for bid as ITB AP 38-22 in 2022 and ITB AP 32-23 in 2023. Are the RFI responses from either solicitation or both solicitations still valid?

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Per BF-48 (#11), GP-100-3 (90-06.b.) and GP-100-38 (49 CFR §26.29): We understand that Paid When Paid language applies to any subcontracts held by the prime Contractor. Will subcontractors be paid within 10 days of Contractor's receipt of payment from Owner (per Bid Forms) or within 30 days of Contractor's receipt of payment (per General Provisions)?

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Per ITB & Respondent's Acknowledgement and ITC-9 (#16), and ITC-5 (#7.2) and BF-1 (#2): How long should pricing be held for? Bids remain subject to acceptance or rejection and may not be withdrawn for 90 calendar days after the bid opening (per Respondent's Acknowledgement and ITC-9). Bid bond language and Bid Form (BF-1) both suggest that pricing must hold for 120 days.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Per BF-45 (#8) and BF-49: Bid Forms refer to FDOT directory in regard to meeting the 7.31% DBE participation goal. Will any other national, state, or regional/local certifying bodies apply toward this goal, or must DBE firms be certified through FDOT/Florida UCP only?

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Per ITC-12 (#35) and SFA-7 to SFA-8 (Article 10): Are Contractor and/or subcontractors entitled to reimbursement of additional costs (outside of the Contract Price earned to date), in the event of termination for convenience? Per Instructions to Respondents, Contractor will be paid only the Contract Price earned to the date of termination but waives all other damages; Contract Price/time may be adjusted in the event of a suspension for reasons outside of the Contractor's control. However, Std. Form of Agreement (SFA) states that Contractor is also entitled to other costs as permitted by prime contract and approved by Owner plus 10% of cost of work for overhead and profit.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Per GP-100-5 (90-10) and Spec 347739 - 27 to 28 of 97 (Article 1.12): Please confirm correct warranty start date. General Provisions state that the warranty is to start at Final Acceptance, but the BHS Technical Specification says that the warranty is to start at Substantial Completion of each phase. We assume that Substantial Completion is the correct start date.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Concrete Paving - Note 1 on CE-1-905 states 14" while Detail 5 on CE-1-903 states 12". Please clarify what is required. If both, please indicate locations of each.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Can there be an extension to the RFI Question deadline? we are requesting an extension of a couple of days.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Please provide switchgear specifications.

Response: Please see Addendum 2

Posted: 3/13/2024

Question: Revision to previous question - Please provide paralleling switchgear specifications.

Response: Please see Addendum 2