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Item I01
BOARD OF COUNTY COMMISSIONERS COUNTY of MONROE Mayor Michelle Lincoln,District 2 The Florida. Keys Mayor Pro Tem David Rice,District 4 p Craig Cates,District 1 James K. Scholl,District 3 - Holly Merrill Raschein,District 5 Regular Meeting June 10, 2026 Agenda Item Number: I1 26-32146 BULK ITEM: Yes DEPARTMENT: Airports TIME APPROXIMATE: N/A STAFF CONTACT: Richard Strickland AGENDA ITEM WORDING: Report of Airport change orders reviewed by the County Administrator. ITEM BACKGROUND: There were four(4) change orders considered and approved by the County Administrator during the month of May 2026. PREVIOUS RELEVANT BOCC ACTION: Ordinance No. 005-2023 adopted on April 19, 2023, authorizes the County Administrator to approve separate, non-cumulative change orders for construction projects and professional service contracts in amounts not to exceed $100,0000 (as amended by Ordinance No. 005-2023) or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report of all change orders considered by the County Administrator. INSURANCE REQUIRED: No CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: Approval. DOCUMENTATION: Airport Monthly Change Order Report FINANCIAL IMPACT: N/A Effective Date: Expiration Date: Total Dollar Value of Contract: Total Cost to County: Current Year Portion: Budgeted: Source of Funds: CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: No If yes, amount: Grant: No County Match: � \ \ \ \ 0 0 0 0 g A C� m § o_ K_ a_ ¥ ° Q \ \ \ \� 0 0 0 0 2 0 k o CL o < 2 c / •E 2 m / m / 0 2 / o » g » « E / » k / cc / 3 o % e ms ® % a- co o E f - m m E � ^ \ \ \ i \ § } % r $ q Q y g CD 7 / k \ E cn \ \ \ / o \ 7 . 4 \ = o 2 3 \ Co \ \ [ \ ( Co \ \ % a) CY = 2 0 / ° ° o k \_ k \ / \ / ± \ ¥ m o k 0 / \ m \ 2 = \ & e \ w = § 2 / \ / / m \ m < / < \ § k / % C / K k / co 0 / \ o 2 _ 3 0 0 % $ Q o 0 0 0 \ _ B o { / \ \ \ [ \ 2 '[ } \ \ 0 / \ < § z z % 2-1 $ FT 3 3 9 E E co \ \ Cl)Lo E E co0 / C / ƒ _ _ _ < < \ § j j / ) § ƒ � k / \ / \ / 0 / O w w a_ w 0- MONROE COUNTY/DEPARTMENT OF AIRPORTS CONfRACT CHANGE ORDER PROJECT TITLE: Relocate Runway 7-25 Phase 1 - Tree Clearing CHANGE ORDER NO: 5 INITIATION DATE: ,April 30 , 2026. TO CONTRACTOR: A+ Environmental CONTRACT DATE: November 151 , 2022. The Contract is changed as follows: The original (Contract Sum) (Guaranteed Maximum Price).......................................... $676,990.00 Net change by previously authorized Change Orders................................................. $ 6,269.97 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was............$683,259.97 The (Contract Sum) (Guaranteed Maximum Price)will be (increased) (decreased) (unchanged} by this Change Order...... $ 35,008.90 The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is......$718,268.87 The Contract Time will be (increased) (decreased) (unchanged) by...................................0 days The date of Substantial Completion as of the date of this Change Order is.......................June 301h, 2026 Detailed description of change order and justification: This is the final closeout change order for this project and is reconciling the quantities of work actually performed and measured n the field. This change order modifies the contract quantities as noted in the attached to reflect the actual of work performed by the Contractor. The reconciliation of the contract quantities results in an increase to the contract amount. It was required to remove additional trees that were identified by the land surveyor to be penetrations to the FAA's protected airspace surfaces. The original bid documents were developed using aerial survey data. Once the originally scheduled trees were removed it was then possible to utilize traditional land base survey equipment tD confirm if all of tree penetrations were removed. Additional trees were identified by the land surveyor and they were ultimately removed. This change Order is 4.9% of the original contract price. Not valid until signed by Owner, Engineer(if applicable), and Contractor ENGINEER: r 5 4 2026 Date CONTRACTOR: 5/01/2026 Richard Digitally Signed by Date Richard Strickland Strickland Date:2026.05.04 DIRECTOR OF AIRPORTS 11 :43:20-04'00' Christine Digitally signed by Date Christine Hurley Hurley Date:2026.05.10 4 MONROE COUNTY: y 06 19:42-04'00' Asst./County Administrator Date I MONROE COUNTY ATTORNEY PE A C6 F ASS T D AN ATfORNE � Change Order Attachment per Monroe County Code Section 2-58(b) • Change Order was not included h the original contract specifications. Yes ( ) Nb (X ) If Yes, explanation • Change Order was included h the original specifications. Yes ( X ) No ( ) If Yes, explanation of increase h price: The change order increase h price reflects the actual amount of work performed by the Contractor as measured h the field. Additional trees were identified to be removed to ensure there were no penetrations to the FAA's protective airspace surfaces. • Change Order exceeds $50,000 or 51/6 of contract price(whichever is greater).Yes () No (X) If Yes, explanation as to why it is not subject for a calling for bids: • Project architect approves the change order. Yes (x ) No ( ) Ifno, explanation ofwhy: • Change Order is correcting an error or omission h design document. Yes ( ) No (X) Should a claim under the applicable professional liability policy be made? Yes ( ) No ( x ) Explain: pO 0 p Op pippp h~~ ti O N ti 0^p M n 0 �6 Q j 2 I� ti H ol ^ Of N u1 'n N QtiO � Mm � uiujo�ioo � ti 2 uJ� N M n LL 20 Q W 8 0 0 ti C OO g,g tq z3 Q 2 O O O U U J o m o o n o 0 0 o Q ja N O O CO O M O W O O Z G C W - - W M O O F C 9 L n M m O1 I� Ol N N Q v m n m c R o U � o � w oM o 0 0 0 0 C W I� N W erv-I ti 0 00 N n N ti 7 N � � N C � a C U O m" a c G � N U O' � a a O H N Z � O ++ z a z �p a z V1 O 0 ¢ O Q1 � H O Q O 3 z o O o w a o p y u z7 0 z n a z w m v > o z K O Y O ~ a w ~ z Z Q W N z V F z z 0 `u C p w O J p w Q p p O in Vx �.Om sz 0 0 0 0 O a ti ti ti rn m u m V V V a a a H m G Z E MONROE COUNTY/ DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECT TITLE: CHANGE ORDER NO: 004 Key West International Airport INITIATION DATE: May 1, 2026 Noise Insulation Program Construction of NIP Group 1 CONTRACT DATE: October 16, 2024 TO CONTRACTOR: Marino Construction Group, Inc. The Contract is changed as follows: Original Contract Sum..........................................................................................$1,473,006.00 Net change by previously authorized Change Orders .............................................<$11,809.00> Contract Sum prior to this Change order was.......................................................$1,461, 197.00 Contract Sum will be increased by this Change Order ..............................................$30,753.98 The new Contract Sum including this Change Order is ........................................$1,491,950.98 The Contract Time will be changed by ........................................................................... 181 Days The date of Completion as of the date of this Change Order is ...............................April 30, 2026 Detailed description of change order and justification: The CWS doors included in the bid became unavailable, and PGT doors were used instead. The cost for the PGT doors was significantly higher than ror the CWS doors. There were minor changes tothe SOW. Unused Unit Prices included in the contract were deducted. Additional materials were determined necessa[y d iring construction. Additional time is included for completion of owner-approved work items. Additional documentation is attached. Total Additive Change Order Amount: $30J83.98 This than gq Order is a 1.31/6 addition to the original contract sum. Not valid until signed by Owner, Architect (if applicable), and Contractor ARCHITECT: Date CONTRACTOR: Date DIRECTOR OF AIRPORTS: 05.07.2026.. Christine Digitally signed by Date Christine Hurley Date:2026.05.12 COUNTY/ASSISTANT ADMINISTRATOR: Hurley 15:26:18-04-OD- Date WA M 0 D 7ORN R 1-y )P?0 'Ap rA S M PEDMR d-MERCADa.--s,� COUNTmmYY IRNEY eSISTA Change Order Attachment per Ordinance No. 004-1999 • Change Order was not included in the original contract specifications. Yes [8] No D If Yes, explanation: One property owner scheduled for renovation elected to drop out of the Program. • Change Order was included in the original specifications. Yes IZ!No D If Yes, explanation of change h price: The property that dropped out was part of the Base Bid and was included in the original contract sum. The replacement property was Bid Additive Item No. 5 and was not included in the original contract sum. • Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes D No* If Yes, explanation as to why it is not subject for a calling for bids: • Project architect approves the change order. Yes [gl No D If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes Flo Should a claim under the applicable professional liability policy be made? Yes D No [8] Explain: Summary of Chance Order#4 Original Contract Sum $ 1,473,006.00 Contract Sum Prior to this Change Order $ 1,461,197.00 Net%of .Eligible Change_Ordgrs Description. Cost New Contr J. Original Sum Contract Sum Change Order#4- Part 1 Change from CWS to PGT Doors $ 57,787.11 $ 1,518,984.11 3.12% Change Order#4- Part 2 Add Custom Mullion at 2919 Riviera $ 2,077.97 $ 1,521,062.08 3.26% Change Order#4- Part 3 Deduct Trim Work at 2801 Venetian $ (1,527.06) $ 1,519,535.02 3.16% Change Order#4- Part 4 Deduct Unused Unit Prices $ (41,684.00) $ 1,477,851.02 0.33% Change Order#4- Part 5 Replace Window at 2924 Riviera $ 14,099.96 $ 1,491,950.98 1.29% Total Eligible Change Order#4 30,753.98 $ 1,491,950.98 1.29% Part l:Cha ge from CWS to PGT Doors I Hours/ Item Description Cost Days/ Totals Units 1 Additional Cost for PGT Doors S 49,289.34 1.00 S 49,289.34 2 General Conditions $ 3 Project Manager per hour $ 125.00 2.00 $ 250.00 4 Project Superintendent per hour S 110.00 $ S Project Administrator per hour S 85.00 2.00 $ 170.00 6 Carpenter per hour $ 95.00 $ 7 Carpenter Helper/Painter per hour $ 85.00 $ 8 Construction Laborer per hour $ 40.00 $ 9 SUBTOTAL $ 49,709.34 10 Bonds&Insurance 2.25% 2.25% $ 1,118.46 11 Overhead&GC Fee 14% 14% $ 6,959.31 12 TOTAL $ 57,787.11 Cost eer house to change froW CWS to PGT Doors Original H New H Prairie Difference Tax(§)7.596 Total Prairie 160413ahama $ 4,771.51 $ 6,541.01 $ 1,769.50 $ 132.71 $ 1,902.21 2801 Venetian $ 2,670.04 $ 4,145.63 $ 1,475.59 $ 110.67 $ 1,586.26 2805 Flagler $ 10,300.41 $ 16,002.65 $ 5,702.24 S 427.67 $ 6,129.91 2827 Venetian $ 6,024.19 $ 11,218.12 $ 5,193.93 $ 389.54 $ 5,583.47 1 2916 Riviera $ 6,702.80 $ 11,542.53 $ 4,839.73 $ 362.98 $ 5,202.71 2918 Flagler $ 9,020.84 $ 14,037.67 $ 5,016.83 $ 376.26 $ 5,393.09 2919 Riviera $ 10,819.63 $ 20,979.09 $ 10,159.46 $ 761.96 $ 10,921.42 -------------- 2924 Riviera $ 2,537.60 $ 4,145.63 $ 1,608.03 $ 120.60 $ 1,728.63 i 2930 Riviera $ 15,304.11 $ 21,150.62 $ 5,846.51 $ 438.49 $ 6,285.00 9I 3000Flagler $ 7,877A8 $ 12,116.21 S 4,238.73 $ 317.90 $ 4,556.63 SUBTOTAL $ 76,028.61 $ 121,879.16 $ 45,850.55 $ 3,438.79 $ 49,289.34 Part 2• Custom Mullion for 2912 Riviera - Between Hours/ Item Description Cost Days/ Totals Units 1 PGT Custom Mullion $ 1,397.50 1.00 $ 1,397.50 2 General Conditions $ 3 Project Manager per hour $ 125.00 1.00 $ 125.00 4 Project Superintendent per hour $ 110.00 $ - 5 Project Administrator per hour $ 85.00 1.00 6 Carpenter per hour $ 95.00 1.00 $ 95.00 7 Carpenter Helper/ Painter per hour $ 85.00 1.00 $ 85.00 8 Construction Laborer per hour $ 40.00 $ — 9 SUBTOTAL $ 1,787.50 10 Bonds & Insurance 2.25% 2.25/ $ 40.22 11 Overhead &GC Fee 14% 14% $ 250.25 12 TOTAL $ 2,077.97 Part 3: 2801 Venetian Drive -Wood Trim Cost Deduction (trim not installled) Hours/ Item Description Cost Days/ Totals Units I a Materials: Paint $ 32.00 (1,00( "s ( ' ,,00) lb Materials: Colonial Trim 168 feet@ $1.20/ft $ 1.20 (n 0( (0 4.60) .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 2 General Conditions "a 3 Project Manager per hour $ 125.00 $ 4 Project Superintendent per hour $ 110.00 5 Project Administrator per hour $ 85.00 $........ ........ 6 Carpenter per hour $ 85.00 7 Carpenter Helper/ Painter per hour ,$ 60.00 n8,00) (3,080.00) 8 Construction Laborer per hour $ 60.00 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 9 SUBTOTAL ; (3,: fl3,6 D( 10 Bonds & Insurance 2.25% 2.25% (9,, 6) E11 Overhead &GC Fee 14/ 14% $ (18,90) 12 TOTAL $ ( �'1::)2 7,06) I Part4:Additive Bid Item No.1*Unit Prices for Base Bid Prollertles 1604 2805 2924 Total Total Bahama Flagler Riviera I Item Description Unit Qty !Unit Price Total Totill Total Total Spent Remaining Price Price Price Price 1 Construction Laborer HR 1921 $ 60.00 $ 11,520.00 $120.00 $ 540.00 $ - $ 660.00 $10,860.00 2 Carpenter HR 1921$ 85.00 $ 16,320.00 $340.00 $1,360.00 $ 95.00 $1,795.00 $ 14,525.00 3 Treoted Wood Lumber& LF 28801 $ 1.00 $ 2,880.00 $ 32.00 $ 72.00 $ - $ 104.00 $ 2,776.00 Connectors 2x4 2x6 4 Treated Wood Lumber& LF 14401 S 1.50 $ 2,160.00 $ S $ 2,160.00 Connectors 2K8,2 d 2 5 Exterior Stucco,Lath, Felt& SF 600I $ 9.00 S 5,400.00 $ - $ - S 5,400.00 Plywood-Installed I ] 6 Interior Gypsum Board, SF 6001 S 2.00 S 1,200.00 $ 64.00 S 12s.00 Is S 192.00 S 1,008.00 Insulation,Furring, 7 Painter Labor HR 121 S 60.00 $ 4,320.00 $120.00 $ 120.00 S SS.00 325.00 $ 3,995.00 8 Licensed Electrician Labor HR 81 $120.00 S 960.00 $ $ - $ 960.00 r 9 TOTAL $ 44,760.00 $676.00 S 2,220.00 1$180.00 i S 3,076.00 $41,684.00 ........... F- Part 5: Re121ace Bedroom Window at 2924 Riviera Hours/ Item Description Cost Days/ Totals Units 1 Materials: sew Window $ 10,359.00 1.00 $ 10,359.00 2 General Conditions $ - 3 Project Manager per hour $ 125.00 1.00 $ 125.00 4 Project Superintendent per hour $ 110.00 8.00 $ 880.00 5 Project Administrator per hour $ 85.00 1.00 $ 85.00 6 Carpenter per hour $ 95.00 $ 7 Carpenter Helper/Painter per hour $ 85.00 8.00 $ 680.00 8 Laborer per hour $ 40.00 $ - F,g—oBonds SUBTOTAL $ 12,129.00 & Insurance 2.25% 2.25% $ 272.90 11 Overhead &GC Fee 14% 14% $ 1,698.06 FI12 TOTAL $ 14,099.96 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F M.C.A.IN5TR.8800.2 Enclosure(1) 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJ ECT TITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 055 INITIATION DATE: 2/25/2025 TO CONTRACTOR: NV2A/Gulf Keystar JV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 19,722,183.74 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 121,183,954.74 The(Contract Sum)(Guaranteed Mxium Price)will be(lincireased)by this Change Order $ 741,597.06 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 121,925,551.80 The Contract Time will be(changed)by TBD days The date of Substantial Completion as of the date of this Change Order is 7/31/2026 Detailed Description of change order and justification: This PCCO authorizes the scope of work in the fallowing executed PCO's: PCO-129:includes the installation of interior curtain wall expansion joints per the Conformed Set of Drawings. PCO-142:authorizes the installation of a new duplex booster pressure system to provide adequate water flow to Concourse A. PCO-143:includes modifications to the firestopping scope of work in accordance with the conformed set of contract documents. PCO-170:provides for the removal and replacement of existing duct drops serving RTUs 5,6,7,8,and 11 with new galvanized ductwork. PCO-173:authorizes the demolition and replacement of the apron slab at the Arrival Terminal for the West Carousel. PCO-177:provides for approval of the revised December 2025 construction schedule extending project completion to July 31,2026,including compensable time for extended general conditions due to owner-directed delays,unforeseen conditions,design conflicts,and phased operational constraints impacting critical path activities. PCO-196:includes installation and connection of duct smoke detectors for specified AHUs in the arrivals area,including integration with the fire alarm system and shutdown controls,with detectors by others. POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 129 Pegasus-Conformed Set Revisions $45,542.20 142 Gary's Plumbing-Domestic Pressure System $106,018.00 143 Fire Stop Systems-Conformed Set Changes $58,861.00 170 TKI-Remove and Replace Ducts $36,679.34 173 CTS-West Carousel Apron Slab Replacement $131,375.02 177 lApproval of Revised Dec 2025 Const.Schedule&Extended GC $359,310.00 196 ITurnkey-Duct Smoke Detectors $3,811.50 Total: $741,597.06 This change order is 0.73% of the original contract price. Initial EIR Not valid until signed by Owner,Architect(if applicable),and Contractor A�2 Signeddby: V USf6P&J1 ' S. writt 5/1 3/2026 1 14:47:11 EDT ARCHITECT: �— 062E1EBaz33B487... Signed by: DocuSigned by: DATE: i )66, S 5/8/2026 1 12:56:42 EDT CONTRACTORS: Signed by: DATE: EXECUTIVE DIRECTOR OF AIRPORTS K(�Ar� � r`&(&Aj 5/13/2026 1 16:38:50 EDT DATE: Christine Digitally signed by Christine Hurley H u rl a Date:2026.05.18 COUNTY/DEPUTY ADMINISTRATOR y 11:59:34-04'00' DATE: MOpNROE COUNTY ATTORNEY J PPROVrET RM CWrF A' P5TANT TY COUN ATTORNEY _ _' C ' : S/W 6 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F GULF BUILDING NV K "O" KEYST R PCCO #055 NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Change Order #055: PCOs - 129, 142, 143, 170, 173, 177, 196 TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 DATE CREATED: 4/02/2026 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Pending-In Review REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: INVOICED DATE: PAID DATE: SCHEDULEIMPACT: EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $741,597.06 Concourse A DESCRIPTION: PCO-129 incorporates revisions to Pegasus'scope per the conformed drawings, including installation of interior curtain wall expansion joints. PCO-142 authorizes the installation of a new duplex booster pressure system to provide adequate water flow to Concourse A, including all required labor,materials,equipment,and supporting documentation. PCO-143 includes modifications to the firestopping scope of work in accordance with the conformed set documents as compared to the 90%drawings. PCO-170 provides for the removal and replacement of existing duct drops serving RTUs 5,6,7,8,and 11 with new galvanized ductwork. PCO-173 includes demolition and replacement of the apron slab at the Arrival Terminal for the West Carousel, including installation of a new 8-inch reinforced concrete slab and placement of PBB stow boxes. PCO-177 provides for approval of the revised December 2025 construction schedule extending project completion to July 31,2026, including compensable time for extended general conditions due to owner-directed delays, unforeseen conditions,design conflicts,and phased operational constraints impacting critical path activities. PCO-196 includes installation and connection of duct smoke detectors for specified AHUs in the arrivals area, including integration with the fire alarm system and shutdown controls,with detectors by others. ATTACHMENTS: PCO 177.pdf, 129-KWIA_Pegasus - PCC)_129 - Conformed_Set Revi.pdf, 196-KWIA_Turnkey - PCO_196 - Duct Smoke_Detecto.pdf, KWIA CTS- PCO 173 West Carousel Apron_Sla(1).pdf,KWIA PCO - Existing Duct_Drops_Replaoem.�df,KWIA FSS - PCO 143 - Conformed Set Chan es 1 .pdf,KWIA Garys Plumbing - PCO 142_- Domestic P.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 129 Pegasus-Conformed Set Revisions $45,542.20 142 Gary's Plumbing-Domestic Pressure System $106,018.00 143 Fire Stop Systems-Conformed Set Changes $58,861.00 170 TKI-Remove and Replace Ducts $36,679.34 173 CTS-West Carousel Apron Slab Replacement $131,375.02 177 Approval of Revised Dec 2025 Const.Schedule&Extended GC $359,310.00 196 Turnkey-Duct Smoke Detectors $3,811.50 Total: $741,597.06 NV2A/Gulf Keystar JV Page 1 of 2 Printed On:4/21/2026 06:14 PM Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F NV a � KYT PCCO #055 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $19,722,183.74 The contract sum prior to this Change Order was $121,183,954.74 The contract sum would be changed by this Change Order in the amount of $741,597.06 The new contract sum including this Change Order will be $121,925,551.80 The contract time will not be changed by this Change Order. Initial DS Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 E Signed by: ---Signed by: Signeed by: DocuSigned by: `^.r` 8E65P52F4C2F4D3... 1___019093827A7548T 1J8F59717D29E34A5 1EB4233B487_. ... _. SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 5/13/2026 1 14:47:11 EDT 5/13/2026 1 16:38:50 EDT 5/8/2026 1 12:56:42 EDT 5/1 1/2026 1 1 1:56:27 ED- NV2A/Gulf Keystar JV Page 2 of 2 Printed On:4/21/2026 06:14 PM Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIII@I 00 11it IIIIIIIIIIIIIIIIIIIII IIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F GUILF BUILDING PCO #129 N' V Km K r=-Y S T*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #129: Pegasus - Conformed Set Revisions TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 129/1 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Rebecca Vieira(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/25/2025 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $45,542.20 POTENTIAL CHANGE ORDER TITLE: Pegasus-Conformed Set Revisions CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Pegasus-Conformed Set Additions This change order includes the costs associated with the changes in Pegasus scope of work depicted in the Conformed Set of Design Drawings compared to the 90%Contract Documents for the KWIA project(20-2039-01),as follows: Expansion Joint scope: -Furnish and install interior side of curtain wall per attached conformed set of drawings.Color to be precast white. Painting scope: -Priming and painting of horizontal structural wind girt at curtain wall locations per attached conformed set of drawings.One(1)coat of Procryl Universal Primer and two(2)coats of Shercryl HPA Semi-Gloss Finish.This scope of work was originally in Fire Stop Systems contract. Per the JV direction,this scope has been transferred to Pegasus at no additional cost to the Owner and was removed from Fire Stop Systems contract. ATTACHMENTS: KWIA-C.O.R#3-CONFORMED SET ADDITIONS REVISED.pdf # Budget Code Description Amount 1 07-90.10.10.S Expansion Joints and CW Interior Exp Jt $41,402.00 Sealants.Subcontractor 2 99-99.99.66.0 Procore OH&P.Other 10%Markup $4,140.20 Grand Total: $45,542.20 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/1/2026 1 09:01:30 EDT 4/2/2026 1 17:26:04 EDT 3/17/2026 1 07:52:41 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/16/2026 07:50 PM EDT Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F P E G A S U S PAINTING &: WATERPROOFING 5601 POWERLINE ROAD 0:954.55.4616 SUITE102-103 F:954.944.1930 FORT LAUDERDALE,FL 33309 wwwenegasusfLus SUBMITTED TO: NV2A GULF KEYSTAR JV PHONE: 786-473-4135 9100 S DADELAND BLVD EMAIL: Csantos@nv2agroup.com MIAMI,FL33156 FAX: - DATE: February 19,2025 ATTN: Claudio Santos RE: KWIA-Terminal"A" Based on the plans,scope sheets,and specifications provided,Pegasus Painting&Waterproofing is submitting the following scope of work and pricing for the referenced project: Addenda received: Conformed Set Drawings. Selections bidding: 070000&090000 WATERPROOFING&PAINTING Pegasus Painting&Waterproofing,LLC will supply all necessary materials,equipment,and supplies for the scope of work. MATERIAL LOCATION BID PAINTING PAINTING SCOPE DESCRIPTION: -APPLY&REMOVAL OF PROTECTION TO ADJACENT SURFACES AS REQUIRED. -WIRE BRUSH SURFACE AS REQUIRED. -LIGHT PREP OF SURFACE AS REQUIRED. HORIZONTAL STRUCTURAL WIND GIRTS AT CURTAIN WALL -SOLVENT WIPE. ..............fw.-.._ayy9dA.00 -APPLY(1)COAT OF PROCRYL UNIVERSAL PRIMER. LOCATIONS AS PER NEW CONFORMED SET DRAWINGS. ��^gg��''yy -APPLY(2)COATS OF SHERCRYL HPA SEMI GLOSS FINISH. x '4.d�'g'.00 NOTE:INCLUSIVE OF PER DIEMS,TRAVEL,LODGING,ETC. EXPANSION JOINTS EXPANSION JOINT SCOPE DESCRIPTION: -SOLVENT WIPE BOTH SIDES OF JOINT. -APPLY EPDXY TO BOTH SIDES OF JOINTS. -INSTALL MM SCE-5005"WIDE EXPANSION JOINT AT INTERIOR SIDE OF INTERIOR SIDE OF CURTAIN WALL AS PER NEW CONFORMED SET CURTAIN WALL. DRAWINGS. $ 41,402.00 NOTE 1:COLOR TO BE PRECAST WHITE. NOTE 2:INCLUSIVE OF PER DIEMS,TRAVEL,LODGING,ETC. HOURLY RATE-PAINTER(450 HOURS @$86.36/HR) $ 38,862.00 HOURLY RATE-WP TECHNICIAN(177 HOURS @$90.91/HR) $ 16,091.07 HOURLY RATE-SUPERINTENDENT(79 HOURS @$113.64/HR) $ 8,977.56 MATERIAL COST $ 39,083.92 OVERHEAD&PROFIT(10%) $ 10,301.45 BOND FEE(1.80%) $ 2,039.69 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINII �'� Y�"'� ��"'r�'Irl�'t� "��i �'P�n �'�ff� l�lllllll6� "'������������������������ »,gp,, »» , I�I' IEXCI.A..U,SIIONS&QUQUALIFICATIONS: 41,4gry 1.For P&P Bond,add 18%. 2.Grinding,prep or touch-up of welds,not included. 3.Painting and touch-up of mechanical equipment and ductwork,not included. 4.Bondo prep of metal surfaces,not included. 5.Signage and graphics,not included. 6.Painting and color coding of pipes,not included. 7.Prep work necessary to bring walls to an acceptable condition for painting,by others. 8.Parking lot,vehicular,and pedestrian markings,not included. 9.Painting and caulking at sidewalks,curbs and ramps,not included. 10.Finishing of millwork,casework,cabinetry,shelving,and any attached trim is not included. 11.Sealing of Penetrations is excluded. Please feel free to reach out if you have any inquiries.Thank you for considering this opportunity. Antonio Acosta Senior Project Manager RF c TS Pegasus Painting and Waterproofing,LLC. O:954.755.4616 F:954.944.1930 C:786-535-6474 Antorvou@pegasusfL us WWW.pe yasusfl.uS Page 1 of 1 NOliVIAV=]O 0030UNOVIIIIIIIIII ' II _ II EVE �II IlilnO111 111111i� I�IIIIGIJrllll�lllll; li 1111111111 11111'�� . 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F� WS fa c� q 1J 1Y.1 o 1 W _ F ❑ / i a z 0 RYA r�MYo l� Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIII@I 00 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIICO IIIIIII 1111111112 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F GUILF BUILDING PCO #142 N' V Km K r=-Y S T*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #142: Gary's Plumbing - Domestic Pressure System TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 142/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 4/14/2025 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $106,018.00 POTENTIAL CHANGE ORDER TITLE:Gary's Plumbing-Domestic Pressure System CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Gary's Plumbing-Domestic Pressure System This change order authorizes the installation of new Duplex Booster Pressure System to provide sufficient water flow to meet or exceed water supply demand to Concourse A at the KWIA project(20-2039-01)including all necessary labor, material,and equipment. Backups include product data, plumbing system drawings,and a quote by VC Systems and Controls. Exclusion: Protective enclosure for Booster Package to protect from weather elements ATTACHMENTS: KWIA Domestic Pressure S sy tem.pdf # Budget Code Description Amount 1 22-00.10.10.S Plumbing.Subcontractor Domestic Pressure System $96,380.00 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $9,638.00 Grand Total: $106,018.00 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/9/2026 1 08:25:57 EDT 3/17/2026 1 08:42:04 EDT 2/27/2026 1 07:49:46 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 1/19/2026 10:53 AM EST Docusign Envelope ID:A8B7562A-A881-8294-8OFC-47924E57B98F State Plumbing License r� � � � Stale Fire a1la,cshaCl taicense# C1:047-573 FPC 1-000111 PROPOSAL 03ctober 9.2025 NV'2A Group 910I0 South Dadeland Blvd Datcan One,Sulu 600 Miami,FL 33156 Rota KWIA Conotatrrse A and Terminat Renovation Sub:Domestic Scooter System e are phased to provide our proposal for all bib ar,mater,ai and equipment necessary to install r-a new Duplex Booster Pressure Systems to provide suff clentwater flog to street or exceed water supply demand to now concourse. System shall be installed in"Area C"on the first floor under the stairs. System shall be placed an an elevated platform for protection from flooding and will be attached to exis inn concrete structure base. System shall have autorr)WiC bypass installed that will allow automatic ROW of FK lino pressure 4n the event of a power or pump failure.Power suppty to the unit shall be provided by others.A fire protection systems consisting of 4 fire sf 6nklers:shall be installed in the pump room to comply with NFPA,specifications.Added As-builts shall be supplied by firm protection engineer for the fire sprinkler ystern insteatled. System to be Duplex Eco Series Booster SHP 4601V;60H?,3PH,3 OORPM,200GPIM Capacity,75PS1 Pressure,SSPSI Boost, "Flanged Header in 3O4SS Pipe. System includes 21-gallon bladder tank. Contrrat Panal to be UL50l8A I is€ed, IEMA4>ULType 1 with powder coated enclosure,VC Systems is a Monroe Coonty approved vendor. PROPOSAL BREAKDOWW DOMESTIC PRESSURE SYSTEM: 48,24000 ALUMINUM PLATFORM: $ 4,8ftOO SCAMIDRILL CONCRETE WALL. $ 2,890,00 MATERIAL(PLUMBING). ,32O40 MATERIAL(FIRE). S oS010 BC (PLUMBING)- $ 24,520.0 BGRIENGINEEBED AS-Bt1I TS(FIRE), $ 7,700AD kw VERY. G 9 'NBa AL PROP LADMG I fm 58Sa381 n Respect lyScabmi e Gary Ce tome, resident 0�ary's Pt rnbin and Fires Inc. 0409 was 1'errac ,Suite I Key NN est, 1^1,31040 Phone 13t13i 29fi.Ct113 11 Fax(3€i31 92.49 �° aryspiunilsingl 'aol.corn Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 1 6.0E -01 141 REPRESENTED BY: - VC SYSTEMS SUBMITTAL NUMBER: 8811 VENTURE COVE QUO10409JV-KWA TAM PA, FL 33637 April 11,2025 800-881-3123 CERTIFIED LEAD FREE PROJECT NAME: KEY WEST AIRPORT DISTRIBUTOR: VC SYSTEMS SYSTEM MODEL: 2VC-ECO-G-5-32OX-460 TYPE: DUPLEX ECO SERIES BOOSTER PUMP MODEL GPM TDH HP TYPE P1 ESV15-3 100 127 5 HP MULTISTAGE P2 ESV15-3 100 127 5 HP MULTISTAGE SYSTEM CAPACITY: 200 GPM VOLTAGE: 460 /60/3 PRESSURE: 75 PSI MOTOR SPEED: 3,500 RPM BOOST: 55 PSI ENCLOSURE: TEPE PREM.EFF. MIN SUCTION: 25 PSI HEADER SIZE: 3" FLANGED MAX SUCTION: 50 PSI HEADER MAT: 304L SS PIPE CONTROL PANEL 17.2 FLA 19.1 MCA 5K AIC ECO2-07A6-4 - A - 4 - N - SS SINGLE POINT POWER FEED UL 508A LISTED CONTROL PANEL SUCTION PRESSURE TRANSDUCER NEMA 4,ULTYPE 1,POWDER COATED ENCLOSURE DISCHARGE PRESSURE TRANSDUCER MAIN DISCONNECT 4.3"COLOR TOUCH SCREEN HMI BRANCH FUSE BLOCKS MODBUS TCP INCLUDED MANUAL&AUTOMATIC ALTERNATION VARIABLE SPEED DRIVES,FACTORY CHOICE STANDARD FEATURES: SS SUCTION&DISCHARGE GAUGES REAL TIME CLOCK&EEPROM MEMORY SS THERMAL RELIEF VALVE GENERATOR INTERLOCK CONTACT FULL STACK BACNET MS/TP AND BACNET IP X-Y TREND PERFORMANCE GRAPH&EVENT LOG INCLUDED OPTIONS: EPDM SINGLE SPHERE RUBBER FLEX CONNECTOR 21 GALLON BLADDER TANK(NON-ASME- 125 PSI) 2"FLOMATIC 888VFD CHECK VALVE,EACH PUMP RAISED STAND-SHIPPED LOOSE-APPROXIMATLY 3-4 FEET TALL Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 1 L NOTES: L Not lobe used for construction.Dimensions may vary.See factory for construction drawings 2.Provide 18"clearance around the system for service and NEC clearance infront of control panel 1 3.Headers are double ended for flow in either direction and fiil 3ly supported i� from system base e e e l� 8 B 9 B 91 0 8 w n 2 5 6 7 4 0 34" 0 (y) � `0 0 - 01 N co it A 40 r 44 38"16� A ITEM NO. DESCRIPTION 1 PUMP 2 SUCTION HEADER DOMESTIC WATER BOOSTER PACKAGE 3 DISCHARGE HEADER 4 DISC CHECK VALVE Systeins & Controls, Inc. 5 BUTTERFLY VALVE 6 SPOOL 7 ELBOW DRAWN SCALE Drawing # 8 BASE 11n5i2024 N.T.S. 2-G 1 5-3-5-320-320-24-F 1-812X 9 CONTROL PANEL DRAWN BY CHECh DATE ISSUED SHEET# REVISION 10 YAS F 1 SSZAL 1 of 1 A 2 1 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 1 NOTES: L Not to be used for construction.Dimensions and constriction may r ary.See factory for construction dra.vings dfb'l84 � IW9 r r°� pIYViVu�! "�v�P'iII��1V�Y'h1y e����w B '' B a I I t / A A ITEM NO. PART NUMBER DOMESTIC WATER BOOSTER PACKAGE A STEEL OR STAINLESS AVAILABLE Systeins & Controls, Inc. B CHANNEL OR TUBING DATE SCALE RAISED STAND# C PRE-DRILLED MOUNTING HOLES 9/14/15 N.T.S. DUPLEX BOOSTER DRAIAW CHECh DATE SHEET# REVISION D COATED TO MATCH BOOSTER JCEN 04/1 1/25 1 OF 1 A Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F xylem 1.5SV3GG4F:Z0 I Configuration Summary 1 rr-I 101. Non..self pni in{ vertical Multistage,high pua UIPra centrifugal pump, �! with suction Inlet and oi.utlet of the sarne identical uorn'iinal diameters, coupled to a standard mniots:rr. � p Pump MC"IFOR Installation Pump Size Frequency Hz Power q uenc t.:orinpllete FIuamp 1,Jt"W 60 11,111 p Speed Poles Phase O 311500 p t Enclosure Voltage 14✓BA°rIFIpIIAII5....... ......... ......... ......... ......... ......... ......... III lei'!! flat"2%tQl/460t Pump Body Material Impeller Material Frame Size Sizing Method Cast Iron(AS-1lt"1 Glass >!I!r//4011111,} uilnauinw as Sh r 111(AISI a0�1,4( t&;VN'f't: Max":PuaVk IlucawcrAc;rrNss t.4uur"a:^ SEAL Service Factor ......................................................................................................................................................................................................................................................................................................... Type of Seal Rotating Face 1,l Alr"d-lainicalll Seals Carbon Allow Service Factor Usage Stationary Face Yes Silicon Cirlbide Graajphl v IIIIIIIaed Upsize Elastomers l 10 °;"PU c a ru FLANGE Spring Flange Class Type ,aG a'':i ltal IaaraaInd I lcpnlgrs,n(Allc711 3041G,,a'l. v;Ilaa„2 Mr' uta0) Metal Components rono 316 Wiwi s'rANDA ID CB"IrIONS Special Configuration Additional Configuration ollecl I l ,a%,Select Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F l K'faF�dVlr,! 1.5SV3GG4F:Z0 Hydraulic Data & Performance Curve O»7% ° n � 100 GII IM @ 122T ILIIIII II z 20 Y % , ....., &fr r Oe � v .. ° c Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F l K'faFldVlr,! SellectbInn IFlUd Series Pump Head fluid Type Density v W 127.00 f't \/Vs1I"n1' 62./428 Il.a/'ft' I a m e Acc:ep l:aroc:v:^Grade Flh.aid i"..!mperanuire Dynam'Ic Visg:rt:si�r..y 4 zSV1 i 315ouC,,,1rlpinro 39 Y 11 1.1567242 CF, Stages System"P'yp c Spedfic Girwhty Fluiic.4 Vapor Pressulre. S SangIe Puirrilp 1 1;J.VI Irur;l Flrerpuency Operaabrig IPuirrips total HoWflr Standby Rurrnpas 1.00.1:0 It1SFil,alnnn Na a4;rarualby IPuarnlp Iotal Head Pump Flow 100.00 I.J S;'g p rn FAe,Pgrn Po not Desligln Curve Fllounr NPSIN114 Rated Speed III 1El, JI.17aP S6 V";gpirrn '10.81 9`t 3,500 P1p-'IM 70 7'% 11 Vead (Flow"Co BIER Ral:io Min Rllovi BEP Flmiv 1I R1.f1 a 11: 124,1% 118 I JSgI m 84.28 US,IprrI ll ulnnq:a liif6'ficielncy(iplp) Vlarn FIOW BEP Head 61/G l IJ/1, ,Sgp:au'u"o 1164 26'P't". Shaft comfier(R2) L I@Q1MIn Max Operating Pressure 3441111p 195 34 fii 8,1b.96 pnsl HlISIHIR Henrx7QMau 10 81 1 f1; 96,31E ft Motor Enclosure Rated Power Frame Size FLA 11 M `S hp 18,4 I C:' 11..2 11 Speed Rated Voltage Phase SLA kif:3V 9 1/d....;12,8/('A Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F l K'faFldVlr,! Skin a +m m' 411;;1 P wi I ERA 14 m 10 t q { ipq, 4 7 J � �r l `l p �� 11J /f 1 yq F N CoIY'hstir ctiloln Mate1rGa B.s Pump Body(1) Shaft(5) Mechanical Seal(10) Fill/Drain Plugs(14) I1'0u116)/ASI M r1.;fy, 3V,/r10lH Si,iiil,,.:,,,SToid/AlSl 316 lwo Ie/I),1"irani(,)1`zr/;t�ion 1,9.raii I f;1rN/AlSl 3U) Impeller(2) Adapter(6) Elastomers(11) Tie Rods(15) `1'llink `9r(I/AIS1V)4 ('n)lI roll//'2,;'I"'IVi(,Ire 35/4(ilR Vilorl{/)IrR,ll'l:'9M) CarhniYerl//iir Pliflod/A?S' Diffuser(3) Coupling(8) Coupling Guard(12) Ur,107 1, `iaiink ",1fwl//)ISI M( /Iunnilrmin,//#,'2a401 <sl,iiilr•„Stool//I`;1111:1 Wear Ring(16) Casing(4) Seal Plate(9) Shaft Sleeve and Bushing(13) Ili'.a S,tr'a;l/AI`1 ,'1.61 1 w')Irssr,f),t):d/A,IS,I",161 I))ng,r,i'm 1, .rhid(l Seal Gland(17) `r1arili1r, ' S ')l/AlSl 31L I:Dli mensions -1 D1(MAX.) Total Weight �`as S''VG �0pe„� n '14 s 11 cb _ lars'ap L2 NEMA Frame s w n I � h Ftt $ L5 D2 'r�kd ro vs pa f q'I M L6 M(Ref.) 4HVXt', ?0,21 G 87 in ofbt 7ttw�t3kt 2° ANSI CLASS 2 IF". a"1;ra4, G k CNF1C* fA.TO0Nl Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F S,I ystems & Controls, WARRANTY — ECO Series - 2016 VC Systems' ECO Series are warranted for a period of twelve (12) months from manufacturing date. The warranty is limited to failure due to material defects or workmanship. For warranty to be in effect, the equipment must be installed, operated, serviced, and maintained with the manufacturers operation and maintenance manual and standard mechanical practice. The obligation of the manufacturer is limited to the repair or replacement of defective material or part. VC System's is not responsible for normal labor charges, transportation, rigging, and handling. Damage resulting to normal wear parts or mechanical seals or damage from pumping product not covered. Further damages due to flooding, fire, wind, lightning, or acts of God are not covered. Damage that is result of maintenance neglect,misuse,or lack of normal service will not be covered. VC Systems disclaims any other warranty either implied or expressed and disclaims liability for property damage, loss of time, loss of income, loss of profit, or liability for liquidated or consequential damages. The maximum liability shall not exceed the cost of the authorized defective materials. VC Systems extends no warranty, expressed or implied, beyond that outlined here, or those specifically agreed to, in writing, at the time of the order entry. NOTES: Motors Motors covered under this warranty are required to be taken to a Baldor authorized motor shop for diagnosis for warranty claim. This includes catastrophic failures, vibration, or noise related to the motor. Impellers (VC ES Series Only) The impellers for VC ES Series pumps are warranted for 5 years against manufacturing defects, corrosion, or failure. This additional warranty is for parts only, same exclusions apply. Exclusions: This warranty does not cover mechanical seals, gauges, transportation, or labor costs for exchange, or installation of repaired or replaced materials. Final determination of warranty shall be made only by the factory upon return and inspection of returned material. No material is to be returned without a return material authorization (RMA) tag which may be obtained from contacting the factory. VC Systems Warranty—2016.1 ECO Models Only Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F " ems 84 Cods Inc. 11 Ve-nture CoveTampa, Florida ) 881-3123 MODEL NUMBER SEAM, NtJM10-1,11 PACKAGED PUMPING SYSTEMS UL CER TIFICA TION Packaged pumping systems by VC Systems & Controls, Inc. carry the UL Listing for Third Party Certification as a system built in conformance with it's intended use. This certification for packaged umping systems insures that the equipment meets OSHA and NEC requirements, and include a UL 508A Listed industrial control panel. v PACKAGED PUMPING SYSTEMS L LISTED 30BF-QCZJE 1856'72 DATE: PAGE NUMBER: JANUARY 2010 Syste"is , Controls, Inc. 08.01.02 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Systems CERTIFICATIONS & QUALIFICATIONS Material/Product: Domestic Water Booster Systems Third Party NSF Certified by Truesdail Laboratories Models: �ww,�wwi w�q w ww w w 1VC, 2VC, 3VC, 4VC, 5VC, 6VC �w , Certified Standards: CA Health & Safety Code (AB 1953) Vermont Act 193 Weighted Average Lead Content <=0.25% Federal Public Law 111-380 Maryland Chapter 407, House Bill 372 Louisiana House Bill 471 "+ NSF / ANSI 372 NSF / ANSI 61-G UL Listed: UL QCZJ - Packaged Pumping Systems UL 508A Listed - Industrial Control Panels Other Qualifications: ASHRAE 90.1 Compliant ARRA - Buy American Compliant ASME Certified Welders NIST Certified Testing Equipment Massachusetts State Approval 8811 VENTURE COVE - TAMPA, FLORIDA 33637 - 800-881-3123 Refer to job specific cover page and details for specifications and certifications being provided. 10-30-14-JV Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Sy Stem S & Controfis, Incl, BUTTERFLY VALVE DI Body — SS Disc — NSF Certified i IYI gill I�� I����� IIII V iL� l 6 SIZE WIDTH CLASS MWP BODY SEAT DISC 1.5" 1.61" 150 250 DI EPDM CFBM 2" 1.62" 150 250 DI EPDM CFBM 2.5" 1.75" 150 250 DI EPDM CFBM 3" 1.75" 150 250 DI EPDM CFBM 4" 2" 150 250 DI EPDM CFBM 6" 2.12" 150 250 DI EPDM CFBM 8" 2.5" 150 250 DI EPDM CFBM 10" 2.5" 150 250 DI EPDM CFBM 5-2-23 J V Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F System S & Controls, Incl., CHECK VALVE FLOMATIC 888VFD SILENT WAFER CHECK VALVE .... s a i J iulllQil, I 888VFD WIDTH CLASS MWP BODY SEAT DISC 2" 2.4" 150/300 300/500 DI EPDM 316SS 2.5" 2.67" 150/300 300/500 DI EPDM 316SS 3" 3.25" 150/300 300/500 DI EPDM 316SS 4" 4.25" 150/300 300/500 DI EPDM 316SS 6" 5.25" 150/300 300/500 DI EPDM 316SS NSF 372& NSF 61 CERTIFIED. MEETS MSS-SP 125. 7-10-13-.IV Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Systems-, & Controls, Inc . Standard Accessories Gauges • 316 Stainless Steel • Glycerin Filled 2.5" Dial Standard • 1.6% Accuracy r; Thermal Relief Valve • Stainless Steel Construction • E P D M O-Ringr�,,,,,,,,,,,,,� �0/0000000 • Opens 105 Degrees waM� • Closes at 95 Degrees • Optional Higher Temperature Range Thermals are not supplied on hot water systems. Transducers • 316 Stainless Steel • 4-20ma Signal • 2X Over Pressure Limit • 0-300 & 0-600 PSI Range „� • Optional 0-15 PSI Range (Level) � �' @; / v • Suitable for local or remote installation. Picture shown does not include the standard Metra- Pack connector. 4/2017 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ������������������������������������������������������������������������������������ �i'' ���� IIIIIIIIII �II�� IIII� ��IJ lll� MS1 I � A CONTROL RODS FLANGES-PLATE STEEL PIPE PSI CADMIUM PLATED 1504 ASA DRILLING,FLOATING SIZE 1"-4" 180 511 - 10" 135 12"-14" 90 COVER POLY 16"-24" 45 \ REINFORCEMENT `USE CON"u'R.ON RODS.UIF IPSU IS A"I'OR EXCII:::I1:::1%IRA"II'INGS IN CHAR"U. \\V\ DESIGN DATA: 1)MAX NEGATIVE PRESSURE.26"HG VACUUM L 2)TEMPERATURE RANGE:20°F-250'F 3)LISTED MOVEMENTS CANNOT OCCUR SIMULTANEOUSLY 4)3:1 SAFETY FACTOR(BURST TO OPERATING PRESSURE) TUBE Pressure rating is based on 170°F operating temperature BODY CONSTRUCTION: MAXIMUM TEMPERATURE NEOPRENE NYLON ❑ up to 230 DEGREES F e EPDM NYLON ✓❑ up to 250 DEGREES F BUTYL NYLON ❑ up to 250 DEGREES F NITRILE NYLON M up to 230 DEGREES F *EPI)IIA acceptable'for tiead Free wid-Free i MODEL „A„ "L" WRK. LATERAL AXIAL AXIAL APPROX. QTY NUMBER NOMINAL FACE TO PRESS DEFLECT EXT. COMP. ANGULAR WEIGHT SIZE FACE (LB.) MS1-1 1/2 1 1/2 6" 225 (+/- 1/2") 3/8" 1/2" 27 7 MS1-2 2" 6" 225 (+/- 1/2") 3/8" 1/2" 20 9 MS1-2 1/2 2 1/2" 6" 225 (+/- 1/2") 3/8" 1/2" 17 13 2 MS 1-3 3" 6" 225 (+/- 1/2") 3/8" 1/2" 14 14 MS 1-4 4" 6" 225 (+/- 1/2") 1/2" 3/4" 14 19 MS1-5 5" 6" 225 (+/- 1/2") 1/2" 3/4" 11 23 MS1-6 6" 6" 225 (+/- 1/2") 1/2" 3/4" 9 27 MS 1-8 8" 6" 225 (+/- 1/2") 1/2" 3/4" 7 41 MS1-10 10" 8" 225 (+/-3/4") 3/4" 1" 7 57 MS1-12 12" 8" 225 (+/-3/4") 3/4" 1" 6 83 MS1-14 14" 8" 150 (+/-3/4") 3/4" 1" 5 115 MS1-16 16" 8" 125 (+/-3/4") 3/4" 1" 4 165 MS1-18 18" 8" 125 (+/-3/4") 3/4" 1" 4 168 MS1-20 20" 8" 125 (+/-3/4") 3/4" 1" 3 170 MS1-24 24" 10" 1 110 (+/-3/4") 3/4" 1" 3 1 255 DRAWN BY: DRAWING NUMBER: REV: SIGNATURE: DATE: PO NUMBER: PROJECT: CUSTOMER: NOTES: 20615 Commerce Blvd„ Rogers, MN 55374 [Dl-800-670-9475 ���,;;�„� 763-428-5111 %k sales@twincityhose,com Fla, www.twincityhose.com Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F SINCE 1908 iS ITTAL Is s FX-SERIES HYDRO-PNEUMATIC TANKS company Models: FX-8 thru FX-2000V Submittal Sheet No. C-1101A Date: 1/12 Job Name Submitted By Date Location Approved By Date Order No. Date Engineer Notes Contractor Sales Rep. Description Construction Wessels type FX-Series Tanks are non-ASME Shell: Carbon Steel replaceable bladder type pre-charged hydro- Bladder: Heavy Duty Butyl (FDA Approved) pneumatic tanks for residential and commercial well System Connection: Stainless Steel and water systems, booster systems, irrigation systems, etc. They are designed to deliver water performance Limitations under pressure between pump cycles to provide Maximum Design Temperature: 240°F sufficient flow to meet demands. The water is Maximum Design Pressure: 150 PSIG contained in a butyl bladder. The exterior has a baked epoxy finish. Model Part Tank Volume Tagging Information Quantity Number Number (Gallons) FX 8 30011008 2.1 FX 19 1 30011019 5 FX 24 30011024 6.3 FX 60V 30011060 16 FX 80V 30011080 21 DWBS 1 Listed FX 100V 30011100 26 Materials FX 200V 30011200 52 FX 300V 30011300 80 FX 500V 30011500 132 FX 750V 30011700 198 FX1000V 30011000 264 FX 2000V 30012000 528 Typical Specification Furnish and install, as shown on plans, a gallon " diameter X " (high) pre-charged hydro-pneumatic tank with heavy-duty butyl bladder. The tank shall have stainless steel NPT system connections and a 0.302"-32 charging valve connection (standard tire valve) to facilitate the on- site charging of the tank to meet system requirements. Each tank shall be Wessels model number FX- or approved equal. 101 TANK ST• GREENWOOD, IN 46143 9 (317) 888-9800 9 (317)888-9988 FAX 9 www.westank.com Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F C-1101A 1/12 .""[ Jim � 4 " fire 1 FX-8 thru FX-24 FX-60V thru FX-2000V Dimensions &Weights Dimensions in Inches Model Charging Approx. Ship Number A B System Connection Valve F Wt. (Ibs) C D E FX8 8 13 7 FX 19 11 16 3/4 - 13 FX24 14 13 - 15 FX 60V 15 34 7 39 FX 80V; 18 34 1 7.7 49 FX 1 OOV 18 38 0.302" 7.2 61 FX 200V 22 49 32NC 112 FX 300V 25 55 1 1/2 8.5 141 FX 500V 31 61 1/2 265 FX 750V 31 79 9 330 FX100OV 37 77 2 398 FX 2000V 1 50 1 84 1 1 1 835 Notes • Tanks are factory pre-charged at 30 psi and field adjustable. • All vertical models furnished with three mounting legs. • Lifting rings are standard on models FX-100V thru FX-2000V. 101 TANK ST 9 GREENWOOD, IN 46143 9 (317) 888-9800 9 (317)888-9988 FAX • www.westank.com M L N � VI +I O a 3 6 L O � T � 6 C C U 6 � � C L p L E ro o L y� 01 N � E u °' o 0 0 t U 0 a) C 0 C U E p E E a M_ LL M O O 6 3 � U S C L h u N � M o ro Q ro �• � N O O � M M O V O O N N ro V O Or o ro N O U Wa m o o M o ^ rn F a o o c� o d of in > > v - o u�i op 0 m v v u10i m M m 0 LL� LL o M p�M mm � oN Y o LO Z m � p 4 1 m N w � m � � v O a v m ut0i m U .dJ T H M V ro to V ro ^ M N n n C !® +u' v J E c a � •� E F F 3 0 3 o Q _ z z C� o 2 p Y p s � O U Uoc (� `^om • .p N O • 9 N O — U N V 0 N N J 4 O + O c E IS o a a N N z N p M p O n O O y a o - ° s 1 E O a U o o u u > p O O E LL b a 0 a y J E W Q a - U LL LL � V a 3 �o. 0 Q > � E E N o n N o _° 2• > > v v 3 n° u E E - ° E E o 6 ° o o a �- u 0 .4 o. o m o ° ° a o `-' a p o u E o o m _ E ., 4 v m °i E m m U L' o a o ° w N n n o- v n n W H O O O V m - w N O O J vOi C N N '� M N y m O ❑ ❑ 2 ❑ c y a w v rx E4 o vvE ®� E ° W n g E t06 u y m a o W N 0 2 v w w u 8 ° „ ° ° > E �w 3w T. ¢ ¢ O O O I n` L t9 u ,n z ,°n 2o, w §O �a rti > ED moo' - p I IIIII I IIIII 11�,;,I III III llll4l� a 0 a I .. s 1, u r 1 1 V. Il 1 LL I II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII l m i w iiiiiiiniiiiiiii � � lii I IIIII IIII � � II i��lll IIIIIIIIIIII m O U U m N S 2�-(-� m DO P P P z E c� �u Q > Ly pa 7 c >H a - E m a c If W dN w > Mm3 a° x a 0 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. VC Basic Control System Features 1-3 Pumps of any mix,Configurable as Jockey,Variable Speed or Constant Speed. Possible to add pumps in the future without reprogramming. Time of Day,Run Time, 1st On 1st Off Duty Cycle Alternation. Dynamic Speed Controls provide automatic adaptation to changing w gi l suPPIY pressures. j� s lYl J�li 1 yY JIry�tlT �f l ' Configurable for Suction pressure sensor or level switch. f, , ASHRAE 90.1 Compliant for system friction loss compensation ' Remote disable Input Generator lockout to limit number of pumps running under emergency power. Sensorless Flow Estimation 1j l is l.�t 4 l I � mi I t I IN Each alarm can be independently configured for behavior of pump shutdown,and reset modes. Advanced PID controls with"KickstarP'and"Stabilization" ), controls provide fast recovery upon starting the first pump. Power up restart delay and pressure recovery mode upon severe pressure loss.Safely and automatically refill empty pipes without water hammer. Interstage sequence timer provides better performance and fewer false starts and stops. Native MODBUS TCP/IP standard or BACNET MS/TP or IP via optional Gateway. 4.3"Color Touch Screen. Wide Screen Format provides with full interactive and animated graphics for a clear picture of the system operation. X-Y Plot of system operation. 1 plot sample per minute for up to 90 days. Event and History log with time date stamps and filter controls. Up to 1000 events. Parameter backup and restore utility. Quickly restore all settings to the last known working values at the touch of a button. Maintenance reminder message. Basic Sequence Controller can be configured for 1 to 3 pumps.Pumps can be one of three types,Small"Jockey"(variable speed),or Variable Speed or Constant Speed.The controller can use any mix of pump types and any type can be installed in any position. It is even possible to change a pump type in the field,for example,if the owner decides they want to convert an older constant speed pump to variable speed,this is now possible with just parameter changes.This guide is universal for any number and type of pumps installed.All pressure and timer settings are user adjustable.Pressure is monitored and processed using an enhanced PID algorithm.The result of this calculation generates a speed signal that will modulate the pump speed to maintain a constant system pressure.Pumps are added and rejected based on the speed. The pump speed has a direct relationship to the flow capacity of the pump.This ultimately stages pumps on and off at the most effective points with minimal disturbance to the system pressure.It will inherently adapt as the pump impeller wears or clogs. To prevent false starting and premature stopping of the pumps all timed sequences are interlocked.This means that a lag pump will not begin any start delay timers if the lead pump is not running.Similarly the lead pump stop delay timer will not begin timing out until the lag pump has stopped.By interlocking the pumps in this manner it is impossible for any pump to start or stop simultaneously under normal operating conditions.This also provides an orderly staging sequence upon power up or when returning to operation from a shutdown such as low suction.An interstage timer is also provided that allows the user to create a short time gap where pumps cannot be added or removed until the timer expires.This allows time for the hydraulics to settle when pumps start and stop.In this way the start delay for successive pumps can be set shorter if needed.The interstage timer is activated once with each pump start or stop event. Typical operation example: As the flow demand on the system increases the PID will speed the pump Lip to compensate.When the PID output reaches 100%(adjustable)the pump has achieved maximum capacity.Because we know that the pump is at full capacity we do not need to continue flowing beyond this point to induce a pump start via a pressure drop.Instead we begin the time delay(triggered by the PID output)for starting the next pump in line.When the next pump starts the PID will begin slowing as the next pump ramps up to speed and absorbs a portion of the system flow. As the system flow demand decreases,the PID will begin reducing the pump speed to accommodate the reduction in system flow.When the speed drops below the minimum speed we know that the pump can no longer make enough pressure to open the check valve.At this point it is running at or near dead head.If we set the"PUMP REJECT SETPOINT"at this point then we can reject a pump and let the other pump(s)speed up to compensate for the change in the flow division. Obviously,speeding the pumps up again would cause the"PUMP REJECT SETPOINT"to be exceeded and therefore no additional pumps would be stopped. Because the drives ramp the speed up and down slowly the PID will have time to adjust the speed of the drives as pumps are added or rejected from operation. For this reason there is little or no change in system pressure when pumps are added or removed. Dynamic Speed Control System Configuring the system reject speed can be done manually if desired,but in many cases,the supply pressure to the system varies throughout the day making the the speed based setting difficult to set properly.Thanks to the improved processing power available today,it is now possible to let the controller dynamically calculate the best values in real time so the system will always operate at the optimal points. Unless there is a very specific need for manual controls it is suggested that dynamic speed controls be enabled.However,if manual control is desired,the controllers built in startup wizard can assist in calculating the best values for your application. Secondary control method In the event a sudden pressure drop is detected and the pump has not already started from the primary,sequence,the pressure drop would stage pumps on using traditional pressure based sequencing.These settings will be based on building minimums to allow more adjustable range on the primary system. Page I of 9 h„; F "u D-V/17 110 0 ➢ C ouuilua llc a s 708 701116 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. Lead pump Sleep Mode-Mavimizing energy savings A special sleep mode feature is provided that will constantly test for a zero flow condition.When no flow is detected,the lead pump will enter sleep mode, reducing the speed to 0%and effectively stopping the pump.Once the sleep mode has been entered,the pump will remain at 0 speed until a pressure drop is detected.In this way,the building static pressure can sustain small demands similar to the way hydro-pneumatic storage tanks work in many constant speed systems. If a pressure drop is detected,generally set several pounds below the normal operating pressure,the lead pump will ramp up and restore the system pressure.If the building demand is still low enough,the lead pump will return to sleep mode to conserve energy. Sleep mode is compatible on systems with or without hydro-pneumatic storage tanks. In some cases,a hydro-pneumatic storage tanks can be added to increase the amount of time the lead pump can remain in sleep mode. One common problem with variable speed system is that they are very sluggish upon"waking"from a sleep state and that results in undesirable pressure fluctuations,often for 30 seconds or more.This is because in most cases,the first 50-70%of the pump speed has no impact on the system pressure.It simply requires that much speed to open the check valve and begin flowing water.While a PID is an excellent choice for speed control when everything is up and running,it is blinded during the initial start of the lead pump.The PID will see no change as it speeds up the pump and react more aggressively to compensate. Then suddenly the pressure will spike as the pump crosses the threshold at which the check valve opens and begins flowing water.It's too late to do much at this point because the PID has ramped way beyond the speed required to make the minimum pressure and now has to reduce the speed to correct the huge error.If the water demand is very low,the excess pressure is often trapped and can even cause a high system pressure shutdown in severe cases.This problem requires a very careful and complex mathematical approach to resolve. VC Controls has developed a solution to this age old problem by creating a modified PID algorithm that transparently eliminates this overshoot.The software handles all the complex issues of getting the pump speed up to the threshold as quickly as mechanically possible,then seamlessly transitions into a full PID control scheme once the initial threshold has been overcome.In this way,the system response time is fast, accurate and produces no overshoot,even when starting into a closed valve(no flow)situation. Pressure Recovery mode When the pumps are offline for an extended period of time such as after a power outage or a system shutdown,the pressure can drop significantly and potentially create a dangerous hydraulic situation.If the pipes have drained and air has entered the system,simply restarting the system would cause the water to rush in at high velocities to refill the pipe.The very,nature of the controller is to restore the pressure as quickly as possible.If the pipes are full,this is desirable,but if the pipes are empty,this can be disastrous.High velocities will eventually slam into the end of the pipe.Water does not compress like air and when it hits the end of the pipe,severe water hammer will occur.If the pipes are new and strong,everything may be fine,but over time as the pipes and fixtures weaken,this water hammer could cause serious damage and pipe breaks.This system has a pressure recovery mode feature that can be enabled to monitor the pressure and determine when the building has begun to drain and draw air into the pipes.In the event the pressure drops to unsafe levels,the recovery mode automatically engage and refill the system slowly by adjusting the pressure setpoint down to the current pressure,then gradually increasing it over time as the pressure is resorted.The recovery mode is fully adjustable so even the weakest pipes can be protected from water hammer resulting from empty pipes. Alternation of pumps The controller will change the order in which pumps start depending on programmed settings.This controller employs 3 different types of alternation than can be used independent or together as desired.Failed pumps are automatically removed from the sequence and a new alternation sequence is generated using the remaining pumps.Because the system may have a mixture of different pump types,the alternator will group pumps that are of the same type and alternate each group independently. When pumps are added or removed from operation,this alternation mode will always attempt to remove the pump that has been operating the longest In other words,the first pump started will be the first pump stopped.This alternation will generally keep a steady rotation through the pumps under normal circumstances. Actual run time is not controlled or balanced in this mode,but rather the objective of this alternator is to ensure a fresh pump is always used when adding and the pump that has been running longest is stopped first. This alternation will automatically alternate the pumps at the preset time of day on selected days of die week This alternation causes a forced alternation regardless of any run time or stop/start cycles of the pumps.In the scenario where one pump runs continuously,a simple duty cycle alternation may never be induced.The Time of Day alternation will guarantee alternation will occur on specific days at a specific hour. Duty Cycle and Time of Day alternation cycle do little to balance the run time of the pumps but do a good job of making sure no pump gets all of the run time.In some cases it is desirable to limit the run time of a pump by switching to a new pump after the current pump has run for a preset time.This is very useful for system that have continuous and relatively stable demands that might cause a single pump to operate alone most of the time. Using the Run Time alternation would cause a new pump to be used every so often.The user may choose to set the run time so a new pump starts every,8 hours of actual continuous running time.This method of alternation can equalize the run time across the pumps if that is the desired goal. Display Screens The controller is provided with a 4.3"Wide Screen Format touch sensitive operator interface screen.Actual screens may vary slightly based on number of pumps or special features ordered,however this overview covers typical concepts and features provided with every system.The back light is automatically turned on when any part of the screen is pressed and will remain on for approximately 30 minutes if no buttons are pressed.This timer can be adjusted if desired. Under normal operation the display will show system operational data such as system and suction pressures or levels,PID output speed,flow rates,pumps running,elapsed run time etc.Many screens will have buttons that allow access to more help or information windows.Some icons such as the speaker in the bottom right hand corner are also buttons.Touching the speaker will mute the beeping sounds heard when pressing buttons.When muted,this icon changes to show if the sound is on or off.Screens that contain sensitive information such as configuration and parameter settings are protected by a password.Take some time to familiarize yourself with the screens available.The Menu button provides access to all major screens such as the main screen,the trending screen,the event log and parameters. Refer to"Controller Setup"for details on changing system settings. Page 2of9 115,11c, F "uD-M1711¢a0 0 Coiiirot a s 708 701116 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOSERIES VARIABLE SPEED PUMP CONTROLLERS Controls* Inc. Trending and Event Logs This controller is provided with special data logging capabilities.The event log can be accessed by touching MENU then selecting ALARM&EVENT LOG. These logs can be very useful when troubleshooting system operation.All events such as pump alarms and actual pump run status are logged as they occur.The time that they occurred and the time that they ended are also recorded.Many events will also include values related to the event in the message.For example,if the supply pressure to the system dropped and caused the system to alarm,the message would show a Low Supply Alarm followed by the pressure that the was being supplied at the moment the alarm engaged.Normal system events appear in a bold print as they occur and fade to a lighter color as they end.Active events can be double clicked to change the color so it is easy to identify new alarms that occur after current alarms are acknowledged.Alarm events will appear in the scrolling banner at the top of the screen that turns red when alarms exist,otherwise it will be green.A special log filtered to display just the alarms can be accessed by touching the Alarm banner.This can be very helpful for viewing all alarms present at once when many alarms exist.All alarms will appear in the normal event log as well.The first screen shows current alarms and events.A button on this screen opens a window that allows viewing of older events and alarms.To simplify viewing,alarms are indented and preceded with[!].All events and alarms are backed up in EEPROM memory so they are retained even after a power loss.In addition to the event log,a real time chart recorder is provided that will show the trend history,of the system and suction pressures as well as the pump speed over the past 90 days or more.Each screen displays about 60 minutes of data and samples are approximately 1 minute apart. ll�i"e ro. ,eP,1777, 0 1 16 21:55 User Logged In, i i 07#10hot, 14 *4 "p4,V,A, a1� In AIBAr ,4"Oo,, ytilGX�'ofG.........ge,� Data from the current day can be accessed by simply using the arrow keys at the bottom of the chart recorder to scroll back and forth through time.You can skip from day to day using the DATE arrow buttons located near the right edge of the chart.Touching the chart will cause the date in the upper left corner of the chart to change to the date and time of the point you touched. Event history logs and x-y data plots share EEPROM memory so both are retained through a loss of power.When the memory is full,the oldest data is deleted as new data comes in.The ample storage should be enough to track down issues even if they have spanned over long periods of time. Alarms and Indicators and other controls The system will monitor the supply and discharge pressures as well as drives for proper operation.In the event of abnormal operation the controller will illuminate a common alarm lamp and display a message indicating the source of the problem.All systems are provided with a form C common alarm"dry" contact for remote monitoring.This contact will change state in the event of any alarm including loss of power.The"Silence"button may be pressed to quiet the audible alarm while problems are resolved.The local and remote alarms will remain active until the condition ceases. Note:Each alarm can be configured as needed to cause a pump shutdown,manual or automatic restart of pumps as well as manual or automatic reset of the alarm.The configuration is limited to factory authorized personnel due to the possible dangers involved in some scenarios and to ensure warranties are not void. All systems are provided with the following alarms and messages.Additional alarms and messages are provided in addition to those listed here.Related information to each alarm is provided at the touchscreen for all alarms. LOWSYSTEM ALARM If the pressure(level)fails to rise above the low pressure(level)alarm setting within the alarm delay timer setting,this alarm will be engaged to notify an operator of the condition.This alann will automatically reset when the condition ceases to exist.Possible causes include pumps left in the off position,motor overloads or drives tripped or clogged pump impellers. HIGH SYSTEM ALARM If the discharge pressure(level)rises above the alarm pressure(level)setting for the duration of the alarm delay timer,all pumps in"AUTO"will be stopped to prevent damage to system piping.Some possible causes include a failure of a pressure sensor or excessively high supply pressure to the system,improper PID timing or manual operation of the pump above the high pressure alarm setting.A pressure display that is higher than the range printed on the sensor can indicate a sensor failure or wiring problem.Note that it is more common for a sensor to fail to negative pressure than a high pressure. LOWSUCTIONALARM The water source to the system should have some positive pressure(level).If this pressure(level)is lost there is danger of damage to the pump caused by a lack of water to properly lubricate the pump bearings.If the pressure(level)drops below the alarm pressure(level)setting for the duration of the time delay then the pumps in"AUTO"will be stopped.The pumps will automatically return to operation when the water supply,pressure returns.The alarm must be manually reset. Note:The suction alarm can be configured for a variety of sensors.Systems that pump from a pressurized city water main will generally have a pressure sensor, where as a system that is fed from a reservoir tank might use a level sensor or possibly a level switch.This controller can be configured for each of these possibilities. Page 3 of 9 115,11c, F "u D-M 17 110 a 0 0 C ouuiluoVlh a s 708 701116 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. PUMP#[.x]FAIL TO START(Where[x]=the pump number that has failed) If any motor starter fails to engage when the controller calls it,this alarm is engaged to alert the operator that the system capacity is now reduced.System will continue to operate with the remaining pumps.This alarm can occur under drive failure,Drive Keypad switch in"Off'or if the drive has failed to start when called.On constant speed pumps or drive bypasses,this can also occur when an overload trips.The fail to start alarm must be manually reset. Starting the system up for the first time Each pump is provided with"HAND-OFF-AUTO"selector switches(on the drive keypad)and run indication lamps(on color touch screen).The"HAND" position is intended for attended use only.This mode will over-ride all alarms except the motor overload or drive trip.This can be useful for operating a system manually with failed components or for testing pump operation during startup.The"OFF"position will prevent a pump from being started in any mode.This is not a service lockout position.Always disable the power source to a pump before performing service.Failure to do so may result in personal injury or death. When preparing to start a system for the first time there are many things to be aware of.You need to familiarize your self with the controller,the required connections and the piping that the system is connected to.Never just walk up to a panel and throw the switch on and expect it to work.Doing so can cause serious damage to the system piping as well as the people around.Always assume all wires are live and practice safe electrical technique.Startup should only be performed by trained factory authorized personnel. Controller Setup All controller settings can be adjusted from the local control panel display only. 0 Remote displays are not permitted to change parameters as this could cause a . i ' oow hazardous situation if a person is not present to monitor the reaction of the system to parameter changes. User To change parameters you will need to log in first to prevent unwanted tampering of the system parameters. Several security login levels are possible.Each parameter is assigned a security level.If your login level is not high enough,you will be prompted to log in at a higher level when a parameter is touched.tt is not necessary to be logged in to view parameters,only to make changes The panel is shipped with the password set as follows User Levels allow changes to most parameters. P USER: 1111 OWNER Level permits changing parameters that could be critical to building safety such as high pressure shutdown alarm values.It also allows the creation of new users.Users can be created and removed by touching MENU then select MANAGE USERS. Factory Representative Level can access all parameters except Admin parameters and can view and change all passwords except Admin level. Factory Reps are given their password by the factory. Admin Level grants access to all parameters and all passwords.Factory level passwords are not published for obvious reasons. To access the parameters simply touch the menu button and select the desired option you wish to view or change.You will be logged out automatically after 10 minutes,or if you press any of the logout buttons found in many locations.If you attempt to change a parameter that you do not have privileges to change,the login screen will pop up and prompt you to log in at a level that will permit changes.It is suggested that new users and passwords be entered at startup to improve security. Simple default parameters are shown in the parameter lists below.A factory representative can change any password in the event all passwords are lost.For security reasons,the Factory passwords are not shown in this manual. Touch the value of any parameter and a key ad will pop up to allow you to change that value. t � 1 � i Low Discharge Alarm [101.1] Alarm Value "" ! [101.2] Delay On [101.3] Delay Off [101.4] Alarm Behavior GROUP[101.x] [101.5] Reset Hysteresis A A Page 4of9 115,11c, F "uD-M1711¢a00 CoiiiroVlha s 708 701116 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. 1 � � F High Discharge Alarm [102.1] Alarm Value [102.2] Delay On"" ! GROUP[1o2.x] [102.3] Delay Off"" ! [102.4] Alarm Behavior"# & [102.5] Reset Hysteresis " " _ " ° " $ Low Supply Pressure/Level Alarm [103.1] Alarm Value [103.2] Delay On GROUP[io3.a] [1033] Delay Off [103.4] Alarm Behavior""# - & [103.5] Reset Hysteresis " " - High Supply Pressure/Level Alarm [104.1] Alarm Value "" " " [104.2] Delay On "" ! GROUP[1o4.x] [104.3] Delay Off [104.4] Alarm Behavior"# _ & [104.5] Reset Hysteresis " _ " ° _ $ Supply Tank Makeup Water(Set values to zero to disable) This is optional equipment,however it can be added in the field. Consult the factory for GROUP[105.x] assistance to add this option.If the controller was provided with this option installed,then set the levels as needed to maintain the supply tank level. [105.1] Full Level-End Fill Cycle [105.2] Low Level-Begin Fill Cycle Scale Local Supply Sensor Most sensors are 0-300psi or 0-416"for level. The Span would be 300 or 416 respectively. The offset allows you to correct for level sensors that are not touching the bottom of a tank. For example,if the sensor was 6"from the bottom,you can use the Offset value to correct the displayed level. [106.1] Span {PSI/INCHES button} GROUP[106.x] [106.2] Offset- / [1063] Error Delay-Delay to prevent false alarms [106.4] Alarm Behavior-# & [106.5] SensorType {SENSOR/SWITCH button}-0 _ #_1# ' #23 4 " .�. " 2 ,. ,Wy IIIIII N .. w. (5 NN N R N i - "' - Scale Local Discharge Sensor Most sensors are 0-300psi. The Span would be 300. The offset is usually set to zero for pressure sensors. If the sensor does not read exactly zero when no pressure is applied,the GROUP[107.x] offset can be used to correct the pressure display error if desired. [107.1] Span {PSI/INCHES button}- [107.2] Offset- / [107.3] Error Delay-Delay to prevent false alarms [107.4] Alarm Behavior-# _ & Page 5 of 9 115,lic, 0'u"u h-1/ll ll a o" d➢ "abuuilua�llh a 4D11 in Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. 1 � F PID Tuning Parameters Some basic understanding of PID tuning is assumed.If you need assistance,please contact the factory before changing the values in this group. GROUP[108.x] [108.1] Proportional—( 7 5 , $ 8 [108.2] Integral—3 , 7 5 , $ 8 * <<[108.3] Derivative—Not suggested for use on pump systems.Leave set to 0. [108.4] Sample Time x100ms— (3 PID Speed Parameters It is suggested that these values be set using the Startup Wizard. The wizard provides help based upon jobsite conditions to set all values in this group. GROUP[109.x] [109.11 Mechanical Speed Limits—# [109.2] Dynamic Speed Controls— 9 ! 2 : # ! 2" ! [109.3] Reject Speed & Wake Speed—* &;.+ ! ! [109.4] Default Speed on Sensor Failure PID Sleep Mode These value control how the Sleep mode behaves. [110.1] Sleep Test Frequency— I - I g I [110.2] Abort Sleep Test Deviation— I . 3 i „ '- GROUP[11o.x] 1110.3] Kickstart Hold Time— [110.4] Boost Before Entering Sleep Mode— ° PID Setpoint These values are set if you run the startup wizard. The setpoint is the only setting that can be changed without logging in.For this reason,the limits are used to prevent unwanted tampering.Limits allow users a small range of adjustment. If no range is desired, simply set the limits and the setpoint all to the same value to prevent any changes without logging in. [111.1] Minimum Setpoint Pressure Limit GROUP[11 Lx] [111.2] Maximum Setpoint Pressure Limit [111.3]Normal Setpoint/Wake Deviation— " 2 : [111.4] Deadband— / _ (3 3 !9 Page 6 of 9 h„; 0'u"u h-1/�I Il a o" d➢ "abuuilua�Vlh a 4D11 in Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. 1 � � B F Pressure Recovery Mode In most systems the upper floors need 40-60 psi.If the pressure were to drop 40-60psi below the normal setpoint, it is reasonable to assume that air is now entering the pipes at the upper levels. Setting these values near or slightly higher than the normal pressure of the upper floors will cause the system to enter a pressure recovery mode if the pressure ever drops this much. GROUP[112.xl The pressure will be slowly restored without water hammer automatically. [1 12.1] Recovery Mode Deviation—# I , [112.2] Recovery Mode Step—# Remote Disable [113.1] Low Pressure Alarm on Remote Disable—3 ! I - GROUP[113.x] I I - I) 3 - I I Configure Pumps [114.1] Type—> : ) $? )$? -% # ! GROUP[114.x] [114.2] ETM's—- "@ - [114.3] Design Flow"? [114.4] Fail to Start Delay [114.5] Jockey Pumps {Run/Stop button} When Lag pumps run Pump Shutoff Pressure The shutoff pressure is the pressure the pump makes at 100%speed into a closed valve. This GROUP[I 15.x] can come from a pump curve or by performing a test with a gauge on the pump discharge vale. [115.1] Max Shutoff Pressure Jockey Pumps [115.2] Max Shutoff Pressure Variable Speed Pumps [115.3] Max Shutoff Pressure Constant Speed Pumps System Design Flow Data [116.1] Maximum Design Flow of System— - 3 GROUP[I 16.x] -[116.2] Calculated Flow Filter Step Division—3 [116.3] Flow Totalizer Set/Reset System Pump Run Limits Here you can configure a system with 3 pumps to use one or more as a standby pump. For example,if you have 3 pumps but never want more than 2 to run at a given time,then change 117.1 to 2.All three pumps will be alternated in the sequence but the system will never GROUP[117.x] operate more than two at a time. [117.1] Max Number of Pumps that can Run [117.2] Max Pumps Enabled on Generator Power 3 Pump Start/Stop Delays [118.1] Lead Pump Start Delay GROUP[t18.x] [118.2] Lag Pump(s) Start Delay [118.3] interstage Delay" ! / " ° [118.4] Min Run Time VFD and ATL— _ 5 ! " Page 7 of 9 115,lic, F "u D-VH 111 a 0 d➢ "abuuilua�llh a 4D11 in Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. 1 � � B GROUP[I 19.x] Pump Exercisers [119.1] Exercise Pumps After Idle Time Automatic Alternation [120.1] First On First Off{On/Off button} Overlap(secs) GROUP[120.x] [120.2] Run Time Alternation(hrs)—# & ! [120.3] Time Of Day Alternation-# System Restart Delay GROUP[121.x] This provides a delay before restarting any pumps after a power up. [121.1] Delay before restarting pumps on Powerup ASHRAE 90.1 Configuration ASHRAE 90.1 allows local mounting of the discharge sensor if the controller can compensate GROUP[122.x] for the system head loss. [122.1] ASHRAE90.1 Maximum Offset Compensation [122.2] ASHRAE 90.1 Compensation Profile {Squared/Linear button) GROUP[123.x] Hand-Off-Auto Selector Switches [123.1] Does this control panel have physical selector switches installed?AO B1 C MODBUS TCP/IP Configure IP address for BAS communications. GROUP[124.x] [124.1] MODBUS TCP/IP [4001 -4X050] * I" 3( ii ? - IB4 (#° #„ 7 ° 3( Factory Representative Information GROUP[125.x] [125.1]Name, City, State,Phone,Zip Scheduled Service Reminder GROUP[126.x] [126.1] 0 ( # Month and Day Remote Monitoring and interface MODBUS TCP/IP is available via the Ethernet port located on the bottom of the touchsceen(from inside the panel).The default parameters are shown on the field connection diagram,however these can be changed as needed in parameter group 124. Note:Login is required to make changes to MODBUS TCP/IP settings.Login as Network Administrator with password 4444. Refer to the wiring diagram on the enclosure door for connection details. The following data can be read over the MODBUS connection. 4x001 System(Discharge)Pressure 16 bit signed integer 4x002 Active Setpoint Pressure 16 bit signed integer 4x003 Suction(Supply)Pressure(psi)or Levehinches) 16 bit signed integer 4x004 Percent Speed 16 bit unsigned integer 4005 Flow Rate 16 bit unsigned integer 4x006 Flow Total 32 bit unsigned double integer Page 8 of 9 115,11c, F "u D-VH 111 a 0 d➢ "abuuilua�Vlh a 4D11 in Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ECOsmES VARIABLE SPEED PUMP CONTROLLERS Controls, Inc. ! L 1 moon minim= 4x008 Common Alarm Status '16 bit unsigned integer 0=No Alarms Present 1—Alarm Present—Pumps Enabled 2=Alarms Present—Pumps Disabled 4x009 Audible Alarm Horn Status 16 bit unsigned integer 0=Horn Off-No Alarms Present 1—Horn On 2=Horn Silenced-Alarms Still Present 4x010 Discharge Sensor Status 16 bit unsigned integer 0=Sensor Normal 1=Sensor Failed 4x011 Supply Sensor Status 16 bit unsigned integer 0=Sensor Normal 1—Sensor Failed 4x012 Discharge Pressure Alarm 16 bit unsigned integer 0=Pressure Normal 1—Low Pressure Alarm 2—High Pressure 4x013 Supply Pressure Alarm 16 bit unsigned integer 0=Pressure Normal 1—Low Pressure Alarm 2=High Pressure 4x014 Remote Disable Status 16 bit unsigned integer 0=System Enabled 1—System Disabled from Terminal Board 4x015 Generator Lockout Status 16 bit unsigned integer 0=Generator Off 1=Generator Running—System Limited 4x016 Pump#1 Status Word 16 bit unsigned integer 0=Ready,Stopped 1 =Running 2=Failed 3=Offline or Not Installed 4x017 Pump#2 Status Word 16 bit unsigned integer 0=Ready,Stopped 1—Running 2=Failed 3=Offline or Not Installed 4018 Pump#3 Status Word 16 bit unsigned integer 0=Ready,Stopped 1=Running 2=Failed 3=Offline or Not Installed 4x026 Pump#1 Elapsed Run Time In Hours 32 bit unsigned double integer 4x028 Pump#1 Elapsed Run Time In Hours 32 bit unsigned double integer 4x030 Pump#1 Elapsed Run Time In Hours 32 bit unsigned double integer 1 D Page 9 Of 9 115,11c, F "u D-M17 11¢a 0 0 C ouuiluoVlh a s 708 701116 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 1 PDBI VFD1 1 L1 BLK-AWG AMP/600VOLT "ACH550 'Z - - - - - - PUD1P#1 POWER SOURCE X Ti 3 REFER TO FIELD 2 L2 BLK-AWG FiJ? - - - - - - - - - �T2 CONNECTION DIAGRAM 4 FOR DETAILS 3 L3 BLK-AWG FU3 - - - - - - - - - - f �G/ DS1_ ASSCJ AMPS I J 6 L1 BLK-AWG L1 L1 T1 7 L2 BLK-AWG L2 T2 8 L3 BLK-AWG L T3 9 I I VFD2 1 Li BLK-AWG AMP FU4VOLT UFRFQ. 10 \P U�1 P#2 L2BLK-AWG Ti 11 2 F U i - - - - - - - - - -/T 2 12 3 L3 BLK-AWG FU6 - - - - - - - - - J �G/ ASS 1 13 I I III-(_- - J 14 15 16 17 18 19 20 L1 BLK 10 AWG 7A 6�OJ 21 1 >� -1X BILK 14AWG 22 2 23 3 600V L2BLK10AWG ql 2 L2X BILK 14 AWG 24 25 26 27 28 29 30 31 32 I GREEN 33 34 35 G) Z z 36 0 AC IN 37 PSP1 38 30W(M1N) 39 24VDC OUT 40 +' P 41 42 43 44 45 46 47 48 49 50 19 BLU-16AWG 29 BLU-16AWG C ONTROL S INC V ECO2 VOLT �j AMP ©� LISTED C o E C O DUPLEX V3.0 MARIETTA, GEORGIA 30066 508A FILE#E237818 07/22/2016 REV:0 PAGEA OF 5 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 51 19 BLU-16AWG 29 BLU-16AWG 52 53 TB2 16 54 II GRN-14AWG TR? 55 G 17 56 TB2 14 57 1B2 O 9 PIN DSHELL TO COM 1 RS485 FEMALE END 4.3"SCREENS 58 W A G D 59 60 61 CR1 50 YEL16AW TB1 EH COMMON ALARM" 6AW TB1REMOTE ALARM 626AW TB1 MONITOR CONTACT 63 9 5 6 64 MULTI-CONDUCTOR 65 SERIAL CABLE 66 29 BLU-16AWG 67 68 36 BLU-16AWG TB2 START/STOP 69 45 TOVFD41 J3 �_ (24VDC) 70 35 BLU-16AWG START/STOP 71 TO VFD42 (24VDC) 72 = � 34 BLU-16AWG7374 CRi:NORMALLY ENERGIZED DE-ENERGIZED ON ALARM 75 33 BLU-16AWG (61,63) 76 37 BLU-16AWG 77 3 78 �(-) (+) (c) PSI, ftL)((1)44COMI 0 0101 0 0 0 79 PLC 1/0 SPIN 0OPIGTAI L CONNECTOR D03 D02 D01 D06 COM 80 COM2 MA I 81 PLC 1/0 SCREW PLC 1 TERMINAL BOARD 82 83 PLC 1/0 2DPIN 84 PIGTAIL CONNECTOR PLC 110 4PIN 12VDC 5VDC PIGTAIL CONNECTOR DI1 DI2 DI3 DI4 DI5 DI6 A02 A01 100mA 24V All AI2 AI3 AI4 AI5 GND GND D05 20 A 24V 85 OUT N+ OUT IN- A04 GND A03 A05 86 0 0 0 0 0 0 87 m m m m m m a o > 88 89 zaz zaz iaz zaz zaz zaz zaz zaz zaz zaz p7a" zaz iaz zaz37 44 51 5S 1S 19 20 21 27 28 23 22 2490 w TB2 w u 39 a TB2 �, SPEEDOUT g`� O O ¢� a C O� T Tl o w o TB2 TOVFD#1 >�>� "' m °� 41 0-10VDC 93 d ° H o o a rez mo a 42 94 n z x o TB2 U I I o g 47 1 SPEED OUT 95 TB2 TB2 TB2 25 BTU-16ANG TB2 TB2 I I TB2 TB2 TOVFD#2 43 50 57 33 32 I I 31 48 0-10VDC 96 TB2 49 97 25 BLU-16ANG I L _ m TB2 o J '141 98 PBI — — — TB2 SIL=ET ss TB2 99 13 14 56 100 CONTROLS INC LI V u ECO2 VOLT AMP cv, ©� STED C ©� E C O DUPLEX V3.0 MARIETTA, GEORGIA 30066 sOSA FILE#E237818 07/22/2016 REV:0 PAGE:2 OF 5 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 101 102 103 104 105 106 RS485 107 RS485 (+) 108 H GND 109 PLC COMMS Cl) 110 3PIN PIGTAIL "' 10 111 CONNECTOR 0 0 0 0 0 0 0 0 112 N M V 1 CO ti a0 113 114 00000000 115 116 uuuuuuuuuuuu 117 118 119 M171 120 PLC1 121 122 123 124 Schneider Electric 125 126 127 128 129 130 131 132 133 PLC I/O 20PIN 134 PLC 1/0 4PIN PIGTAIL 135 PIGTAIL CONNECTOR 136 CONNECTOR 12VDC 00mA 24v 137 DI D12 D13 D14 D15 D16 A02 A01 0 T IN, A04 GND A03 A05 138 139 140 141 142 143 144 145 — 146 147 148 5V c All AI2 Ail3 Po4 AI5 GND G. 20mA 241 149 OUT IN- 150 CVC ONTROL S INC LISTED C V ECO2 VOLT AMP ©� ® to7/22/2016MARIETTA, GEORGIA 30066 508A E C O DUPLEX V3.0 FILE#E237818 REV:0 PAGE:3 OF 5 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 14 POWER SOURCE ENCLOSURE DATA CONNECTED LOAD(S) CONTROL CONNECTIONS DSI FUI-FU6 Volts I Phase Frequency TB1 --- 3 60 UL TYPE 1 Volts Phase Fre uenc NEMA RATING 12 --- 3 160 1 FULL LOAD AMPS 2 MIN CIRCUIT AMPS VFD Input VFD Output 3 --- --- * II NOTE:UL TYPE RATING MAY PUMP#1 AMPS 4 CLOSE ON ALARM "COMMON ALARM" DIFFER FROM THE NEMA TYPE PUMP#2 AMPS SHORT CIRCUIT CURRENT RATING DUE TO AN EXTERNALLY 5 COMMON DRY REMOTE ALARM RMS Symetrical V Maximum MOUNTED DEVICE THAT HAS MONITOR CONTACT WHEN FE FED FROM CLASS J NOT BEEN EVALUATED BY UL 6 O D FROM PEN ON ALARM 30VDC/230VAC 5AMPS MAX CIRCUIT BREAKER FUSES AMP MAX FOR A TYPE RATING.UL TYPE �C LARGEST CONNECTED LOAD T132 5 KA 100 KA RATING IS IN ACCORDANCE WITH s4851- UL STANDARD 508A SECTION 19. TERMINAL TORQUE 11 TERMINAL TORQUE USE ONLY HUBS AND CONDUIT ___ 12 sassy CONNECTIONS FOR OPTIONAL FITTINGS WITH SAME OR BETTER 13 Rsas BAS GATEWAY DEVICE --- RATINGS OF THE LISTED PANEL (cons) TYPE SHO WN ABO VE. CONNECT TO ABB#ACH550-UH- 14 r . — . — . — . — . — . MOTORS WIRED DIRECT TO VFD'S 15 sav) .OPTIONAL SUCTION LEVEL SWITCH CONNECTIONS DSI REFER TO DRIVE NAMEPLATE INPUT MUST BE CONFIGURED VIA PARAMETER 106. \ FOR DRIVE OUTPUT RATINGS 16 !-24V) I CONFIGURE AS"SWITCH"AND SET THE"SPAN" L1— — (BYOTHERS) 17 EQUAL TO THE MAXIMUM PRESSURE OR LEVEL Li Ti I SUPPLIED TO THE SYSTEM. ltl VFDl p\pMp#1 (DI5) 1$ ONLY ONE SENSOR MAY BE CONNECTED. TB2 Euz w vz s (DI6) 19 23 BLACK OS1 S GROUND— — �II Ens wl wz /'c (A02) 20 RED \ OPTICAL SWITCH I 24 �� (Red connects to IIF-� II II (A01) 21 26 wrlre White When Wet) REQUIRED DRIVE PARAMETERS I (DO5) 22 9901:ENGLISH(AM) (GND) 23 T132 Elt 9902:HVAC DEFAULT VFD2 24 � FLOAT SWITCH 9905:[set to motor nameplate volts] Erm PUMP#2 (5VDC) 24 c o (Switch Closes 9906:[set to motor nameplate amps] �� 1 1 II 25 SHIELD 2$ When Wet 9907:60 Elie v1 Vz T2 _ _ — . —). BLACK 9908:[set to motor nameplate RPM] ClEoa wa wz 26 1201:NOT SEL r RED SUCTION LEVEL/PRESSURE 1209:Default Speed on PLC Failure I[-o— 27 SENSOR(4-2OmA) [Use Startup Wizard Suggested Value] 28 EBo PT1 (FACTORY WIRED) 1301:b BLACK 1302:100(Set for 0-I0VDC Input) 29 SYSTEM PRESSURE 1303:LO II 30 sRELD PT2 SENSOR(4-20mA) 1401:READY (FACTORY WIRED) 1402:RUN 31 — — — 1403:All LOSS[25] 1408:5s(Drive start on PLC fail Delay) 32 1608:NOT SEL 2007:OHz 33 _ _ OPTIONAL Elt41012 LOC1COt'1' 2101:RAMP/SCALER(AUTO) 34 I CONNECTIONS 2102:RAMP RENIOIEDISABLE J REFER TO 2202:5s 35 — 0 1 0 MANUAL FOR 2203:5s 36 HIaIIPRESSUREEs)"T �ll— DETAILS 2501:OFF �c�o 2601:Off 37 2605:Linear 3001:Const SP7[2] 38 3021:10,0% 39 3023:Enable[Disable if 240V high Leg] 3415:OUTPUT VOLTS II 40 ED VFD#1 TB-X1 Set Switch Jl to"OFF"[U] 41 — -) 42 — +) 13 NETWORK MONITOR CONNECTION 43 — — UN 25 44 — — TPUT 10 /A N 45 UMPER27 SEE MANUAL FOR ADDRESS TABLE. 46 — — TOP II 47 ABB ACH550 VFD#2 TB-X1 = ETHERNET PORT ON BOTTOM OF TOUCHSCREEN 48 3(SPEED IN-)49 ���III111111 2(SPEED IN+) 13 CONFIGURED FOR MODBUS TCP/IP 0 ® Default IP 192.168.1.24 Port 502 50 — — 22---ik) RUN 25 [Adjustable via USER parameter group 124] 51 — — 24 OUTPUT 10 /in 52 — — 26 27 JUMPERS 11 REPLACEMENT FUSE INFORMATION 53 — — 12 START/STOP II 54 VARIABLE SPEED FUSES:FU1-FU6 A LITTLE FUSE TYPE"JLS"OR EQUAL 55 CONTROL POWER PRIMARY:XF1-XF2 1.5A LITTLE FUSE TYPE XLDR"OR EQUAL 56 57 WARNING!Risk of Fire or Electric Shock. 58 The opening of the branch-circuit protective device may be an indication that a fault current has been interrupted.All 59 current-carrying parts and other components protected by this device should be examined and replaced if damaged. If burnout of a current element of an overload relay occurs,the complete overload relay must be replaced. 60 CONTROLS INC VoL LISTED u ECO2 VOLT AMP C ©� t,07/22/201 MARIETZ'A, GEORGIA 30066 sosA ECO DUPLEX V3.0 FILE#E237818 V: F6 RE 0 PAGE: 4 O 5 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F 4"'MINIMUM ' ' P °TB1 BENDING SPACE DS1 XF1-XF2 COLOR TOUCH SCREEN no ° o o 0 o e® U 0 0 PDB1 a 23.62 in 7.00 in P131 VFD#1 VFD#2 FIELD CONNECTION DIAGRAM LOCATION I 5.0 0 in (INSIDE PANEL) — I FU1 iFU2 FU3 FU 4 FUS FU6 T62 4.00 in 4" MINIMUM . ._ .. _ . . _ . . BENDING SPACE 23.62 in 8.27 in REMOVABLE GLAND PLATE CONTROLS INC u u ECO2 VOLT AMP cv, ©� LISTED C o E C O DUPLEX V3.0 MARIETTA, GEORGIA 30066 508A FILE#E237818 07/22/2016 REV:0 PAGE:5 OF 5 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ENGRAVING / DOOR LAYOUT Oo COLOR TOUCH SCREEN 000 4.3"COLOR TOUCHSCREEN I 7.00 in PB1 SILENCE/RESET FIELD CONNECTION j i DIAGRAM LOCATION i 5.00 in i (INSIDE PANEL) i j �O WARNING j KEEP AW AREA CLEAR IN FRONT OF THIS PANEL P /� OSHA AND N EC REGULATI S I ,�`/�\` DISCONNECT ALL POWER SOURCES PRIOR TO SERVICING PANEL 1• SEICE QUALIFIEDUPERSONNELILD BE RY I •4.00 In DO NOT OPERATE THIS SYSTEM WITHOUT WATER 23.62 in Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIII@I 00 CO11it IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Km GUILF BUILDING PCO #143 N' V K r=-Y S T*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #143: Fire Stop Systems - Conformed Set Changes TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 143/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 4/21/2025 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $58,861.00 POTENTIAL CHANGE ORDER TITLE: Fire Stop Systems-Conformed Set Changes CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Fire Stop Systems-Conformed Set Changes This change order outlines the costs associated with the modifications to the firestopping scope of work per the Conformed Set of contract documents compared to the 90%drawings for the KWIA project(20-2039-01).Cost breakdown and the drawings are attached for further details. ATTACHMENTS: KEY WEST INT'L AIRPORT--Change Order Request-CONFORMED SET.pdf # Budget Code Description Amount 1 07-.84.10.10.0 Fire Stopping.Other Conformed Set Changes $53,510.00 2 99-.99.99.66. Procore OH&P.Other Prime Contract Markup $5,351.00 S Grand Total: $58,861.00 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/17/2026 1 16:09:43 EDT 3/26/2026 1 10:09:47 EDT 2/27/2026 1 07:58:35 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On:4/21/2025 02:20 PM EDT Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F SITOP SYSTEMSALC Spray Applied Fire-Resistive Materials I Acoustical Spray Products I Firestopping Expansion Joints CHANGE ORDER REQUEST NV2A GULF KEYSTAR JV DATE: 4/04/2025 9100 SOUTHDADELAND BLVD, # 600 FSS JOB #: K138 Miami, FL 33156 CONTRACTOR JOB #: 20-2039-1 PROJECT: KEY WEST INT'L AIRPORT Attention: Claudio Santos /Mansour Sodagari CONCOURSE A & TERMINAL /Antonio Pinto IMPROVEMENTS SCOPE OF WORK: SPRAY INTUMESCENT AT THE BRIDGE FLOOR(CONFORT SET) DESCRIPTION PRICE SEE ATTACHMENT 53,510.00 4173 Arnold Avenue 872 Duncan Avenue Naples, FL 34104 *Faxes to be sent to (239) 774-9445* Kissimmee, FL 34744 Phone: (239) 774-3343 Phone: (407) 877-7523 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F SITOP FIRE SYSTEMSALC Spray Applied Fire-Resistive Materials I Acoustical Spray Products I Firestopping Expansion Joints ESTIMATE PREPARED FOR: NV2A/Gulf DATE: 3/31/2025 ORIGINAL PLAN DATE: N/A REVISION/ADDENDUM: Conformed Set Attention: Antonio Pinto ARCHITECT: We propose to furnish and install Intumescent Paint system per drawings and submittal package#078100-1.2 1. Bridge Floor—Install Intumescent Paint as shown on Passenger Bridge details on pages A507/A508 to achieve a one(1)hour rating;UL Design D-902 Proposal includes: Proposal excludes: ✓ Lifting and hoisting. x ✓ Clean up of this trade to GC provided dumpsters. ✓ Primer at steel ✓ P&P Bond ADD PRICE: FIFTY THREE THOUSAND FIVE HUNDRED TEN DOLLARS: $53,510.00 Breakout: Added Material— 190 Gallons of Cafco Sprayfilm WB5 at$150.00/gal.......................................$28,500.00 Added Material—20 Gallons of Tnemec 1095 Exterior Topcoat at$100.00/gal................................$2,000.00 Added Material—20 Gallons of a Compatible primer at$75.00/gal.............................................$1,500.00 Added Labor—56 Crew Hours at $272.00/hr.......................................................................$15,232.00 OH&P......................................................................................................................$4,723.20 P&P Bond—3% of$51,955.20.........................................................................................$1,558.66 Total......................................................................................................................�� $53,510.00 Should you have any questions or comments, please don't hesitate to ask. Thank you for the opportunity, we look forward to hearing from you. Respectfully submitted by, Ryan W. Began, Vice President ±egani(er),fre roofers.ec�in 4173 Arnold Avenue 872 Duncan Avenue Naples, FL 34104 *Faxes to be sent to (239) 774-9445* Kissimmee, FL 34744 Phone: (239) 774-3343 Phone: (407) 877-7523 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F SITOP FIRE SYSTEMSALC Spray Applied Fire-Resistive Materials I Acoustical Spray Products I Firestopping Expansion Joints QUALIFICATIONS & EXCLUSIONS a) Quote is based on utilizing either of the two following documents as a contract form: *AIA Document A 10 1 - Standard Form of Agreement between Owner and Contractor or *AIA Document A401 - Standard Form of Agreement between Contractor and Subcontractor. b) Quote is based on this proposal becoming an Exhibit,Attachment or being incorporated into the Contract Documents, including but not limited to Qualifications&Exclusion and/or Conditions &Clarifications. c) We accept no responsibility for building codes; quote is based on construction systems specifically shown on the drawings or specifically listed in the technical section of the specifications (i.e., Underwriters Laboratories' Assembly Numbers). d) All necessary design, architectural and engineering services, whether already performed or contemplated, shall be provided by others. e) Quote is based on receiving a Construction Schedule,indicating all trade activities,with the Contract Documents. f) Quote is based on receiving one set of specifications and two sets of drawings at no additional cost. g) No additional work shall be performed without a written Change Order executed by the General Contractor or Construction Manager and approved by a Fire Stop Systems, LLC.Project Manager. h) Quote is based on a clear and clean work area void of any exterior or interior obstructions, i.e., non-load bearings walls, equipment and other trades' stocked materials. Free and clear access shall be provided to all areas to receive sprayed-on fireproofing. i) Quote is based on the General Contractor or Construction Manger providing temporary heat,lighting, water,utilities,ventilation and protection from weather. j) Quote is based on clean up to an onsite container provided by others at no charge. k) Quote is based on surfaces to receive intumescent coatings (if included in proposal)being free and clear of any substance that would impair adhesion,including but not limited to loose mill scale,oil, and dirt. 1) Quote excludes the testing of work and the patching of damage due to other trades or weather. Patching and other work performed on a Time&Material Basis shall not be considered as Contract Work,unless otherwise stated. The work shall be invoiced and paid bi-weekly. m) All manufactured products utilized on this project are based on comparable third-party testing. n) All beams and columns shall have a tested approved primer by others. It is the General Contractor's responsibility to bear the additional burden to properly prepare the items for application. General contractor or owner shall supply adequate water and power for all equipment. 208/230 three phase power is required for cementitious application, 240/50 Amp for mineral fiber applications. The rental of a portable generator by Fire Stop Systems, LLC. will become a separate and extra charge. Terms of payment: Payment in full upon receipt of invoice. Contracts which state a draw cut off date and payment release date are the only exceptions and must be signed by representatives of both parties. Finance Charge: A finance charge in the amount of 1.5%per month, or the maximum amount allowed by law, will be added to all invoices that are 30 days past due, as of the 10'of the following month. Acceptance: This proposal is subject to change and may be withdrawn if not accepted within 60 days from date above and is submitted to the terms and conditions as stated 4173 Arnold Avenue 872 Duncan Avenue Naples, FL 34104 *Faxes to be sent to (239) 774-9445* Kissimmee, FL 34744 Phone: (239) 774-3343 Phone: (407) 877-7523 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F SITOP SYSTEMSAW Spray Applied Fire-Resistive Materials I Acoustical Spray Products I Firestopping I Expansion Joints Approval: This contract shall not be binding until it is approved by an authorized representative of Fire Stop Systems, LLC. ACCEPTANCE OF PROPOSAL—The above price, specifications, conditions,inclusions, and exclusions are satisfactory and hereby accepted. Accepted Date: (_;i" p to cwci a Approved Date: CHck ��i bap ui cnIcr i &ak.. Company Name: Q ck ot� dap 1u 'n' t') cmu a do i� ,, FIRE STOP SYSTEMS, LLC. y: . w, (, o�°,, a�T' tl'.� o �°�r„°,d.° flan ���p:4eu° teW�., �, ua.;� a�uu ��ta v u., �w� Signature: Signature: Title: �._"Ilo�°II,� ou �!p hgrc to, '..uqca w,)(d.,, Title: (_nua°.Ili; 014 i[:Ul2 110E0, LIO CAHC I ..a.°M., 4173 Arnold Avenue 872 Duncan Avenue Naples, FL 34104 *Faxes to be sent to (239) 774-9445* Kissimmee, FL 34744 Phone: (239) 774-3343 Phone: (407) 877-7523 S1N3lN3AObdWl�VNIWd31 8 V 3S�if10ONOO z Q t t1 i m�s iHOdbIV WNOIlVNb31Nl 1S3M A3Ji od o e z z c Ln 3 �c ��%s Ob0££-d'3SaM Aa>i'PAI9 llanasoOH S L6b£ S w w m Q NOIlVIAV d0 1N3W1dVd3(] dNnOO 30dNOW Nano o w a oln sl= el �I -- --- o----- - -- 0 777 a w J W 0= 3 3 — u a w Q N a O --� W - p I I II ( N W s.. W LO - ---- ------- ------ —-—-—-- � 'd _ I z p I _ —_—_—_ —_—_—_— _— —_—_—_— 0- ��--- -- —-—-—-—- - - - - ------ — x o a w - � O . r o.: _ - --- — ------- — — — s ~ ° s N- F R W ( _—_— —_—_—_—_—_ ui W a z ll I m I I I I I I ---- I 1— S1N3W3AOHMI WNIWd31'8 V 3Sdf10ONOO �. z f o ti idOddIV WNOUVNH3li 11S3M ADD a � w. w�w� odd = P " s w N z c LU 3- 6o�ti op Ob0££-Jd'3SaM/la>i'PAIR llanasooy S l64£ ° s w vim z Q = NOUVIAV d0 1N3W1dVd3(] �dNnOO 30UNOVI N3, o o y a ---------- I 'e ` J I ID 1 I „ � ry w o� H , I I J d o dI �--[=7fl, ------ ---------- ----- — --------- _ -- ----- ,' a° a -—-—- -- —-—s-- H� 0 -- -�_ a - v � yak j� O co Z O O k ~ m o------- 0 — ---6----- — --- - -- ------ - o IE —� — --------� O jl > w I I I I qn— ° "C'C"C'CY'CYYY'CY'C'CYYY"Y'S'Y'S'Y'fY"'f'V'Y'r'Y'r'Y'fY"'f'i"'Y"i"'YYYYYYYY'i" f'('Y"'f'Y"'fY'�, �PF = hrt x 5,� S Z 5 = 5wa Z Q W F J a J 7 I — -- N o cs � I ° .1 0 cc W W Z w Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII00 IIIIIIIIIIIIIIIIIIIIII IIIIIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F GUILF BUILDING PCO #170 N' V Km KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #170: TKI - Remove and Replace Ducts TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 170/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/10/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $36,679.34 POTENTIAL CHANGE ORDER TITLE:TKI-Remove and Replace Ducts CHANGE REASON: Existing/Unforseen Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#322-TKI-Removal and Replacement of Existing Ducts Drops Per RFI#581: Existing Duct Drops This owner requested Change Order authorizes the removal and replacement of the existing duct drops serving RTUs 5,6, 7, 8,and 11 with new galvanized sheet metal,as the existing ducts were found to be in poor condition.The cost breakdown and photos of the existing duct drops are attached. ATTACHMENTS: IA TKI COR#028 Existing RTUs Duct Drop Replaceent.pdf # Budget Code Description Amount 1 23-00.10.10.S HVAC.Subcontractor Ducts Drops Replacement $33,344.85 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $3,334.49 Grand Total: $36,679.34 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/9/2026 1 08:24:08 EDT 3/17/2026 1 08:43:25 EDT 3/9/2026 1 07:20:13 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:2/10/2026 10:29 AM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F C.O.R.Date Wednesday,December 10,2025 T:urnke KEY WEST INTERNATIONAL AIRPORT Project Name CONCOURSE A&TERMINAL From concept,to completion IMPROVEMENTS Turnkey International, Inc. Project Number 2-23-101 Mechanical Contractors CMC 1249679 CHANGE ORDER REQUEST # 028 TO: Attn. Mansour Sodagari City Key West Company NV2A + Gulf Building State/Province FL Zip/Postal Code 33040 Address 5450 MacDonald Ave.,Suite 3 Country USA Description of Change Order Request: COR is for replacing existing duct drops with new galvanized sheet metal for existing RTU's 5, 6, 7, 8, and 11. Exclusions: Electrical, FA and LV wiring disconnect and reconnect by others. NOTE:Due to the continued supply chain and material escalation cost, this COR is valid for(30)days. We reserve the right to adjust cost if COR/Submittals are not approved prior to any price escalation. Items Amount Please see attached breakdown $30,31 3.50 Cost $30,313.50 OH+Profit+Bond 10 % $3,031.35 Sub-Total $33,344.85 % $0.00 Sub-Total $33,344.85 % $0.00 Total $33,344.85 Accepted By: Date: Submitted by: Date: Dec 10,2025 Company: Turnkey International,Inc. THIS PROPOSAL IS ONLY FOR THE COST OF PERFORMING THE CHANGE WORK ITSELF. THIS PROPOSAL DOES NOT INCLUDE ANY ADDITIONAL COST STEMMING FROM IMPACT,DELAY OR ACCELERATION OF OUR SUBCONTRACT WORK REQUIRED BY THIS CHANGE.OUR COMPANY RESERVES ALL RIGHTS WITH RESPECT TO SAID ADDITIONAL COSTS AND/OR TIME EXTENSIONS ARE FULLY RESERVED. 1315 NW 98th Ct Unit 15, Doral,FL 33172 P (305) 591 0261 F (305) 591 2676 Ln0 o O o CD o 0 0 0 0 0 0 o 0 0 0 0 Un o 0 0 0 0 0 o Ln `0 N O CD CD CD N CD O O O O c-I N1 0 0 N vY vY u7 vY to N Ln O O O O re)— J ci ci ci -1 -1 N n 0) O Lfl O 01 N M w r, Q m m m m m A^ N t/} N m 4 O AA. t/} t/} t/? t/} t/} t/} t/} tL4 M a LU W Z Q J 0 � O O U O O LU N 00 O O N iN/? 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A ii L�rapr' Turn I Mechanical Contractors CMC 1249679 1315 NW 98th Ct Unit 15. Doral,FL 33172 From concept tat corrapition Phone: 305.591.0261 - Fax: 305.591.2676 REQUEST FOR INFORMATION # 054 Key West International Airport Date Requested: Sep 8, 2025 Project: 3491 S Roosevelt Blvd, Key West, FL 33040 Requested by: Emmanuel Flores Attn: Ryan Donnelly Project No: 2-23-101 NV2A Gulf Keystar, a Joint Venture, LLC Sub RFI No: Description: Existing Duct Drop Specification Reference: Drawing(s) Reference: Potential Impact to: Date When Information is Required: r Schedule Other Trades I r Project Cost Plans/Specs Sep 15, 2025 Question: Please see attached photos showing the conditions of existing duct drop for existing units AHU-5, AHU-6, AHU-7, AHU-8, and AHU-1 1 Existing duct drops are in bad condition, with corrosion, and some have been notched out to allow for installation around existing structure and/or elements. Please review and advise if existing duct drops should be replaced with new ductwork. If so, please note this will require to hoist the existing RTU's to gain access for removal and installation of new duct drops. Any clarification or potential change included by TKI in this RFI is presented only for the purpose of facilitating consideration of the issues raised and is not to be considered a recommendation or assumption of design P'nority: responsibility by TKI.It remains the responsibility of the Design professionals to resolve all design issues in a timely manner after independently determining the sufficiency and suitability of any clarifications or changes to be made. u^ Critical Important Routine Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F c uu r u ew NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV Ott FY"i"r R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #581 : Existing Duct Drops Revision 0 Status Closed on 09/24/25 To Christopher Kopec(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Dan Torres(McFarland Johnson,Inc.) Michael Martin(McFarland Johnson,Inc.) Date Initiated Sep 9,2025 Due Date Sep 16,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Emmanuel Flores(Turnkey International, Inc.) Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV), David Martinez(NV2A/Gulf Keystar JV),Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack (McFarland Johnson, Inc.),Mansour Sodagari (NV2A/Gulf Keystar JV) Trade Mechanical Activity/ Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Tuesday, Sep 9, 2025 at 08:56 AM EDT Please see attached photos showing the conditions of existing duct drop for existing units AHU-5,AHU-6, AHU-7,AHU-8,and AHU-11 Existing duct drops are in bad condition,with corrosion,and some have been notched out to allow for installation around existing structure and/or elements. Please review and advise if existing duct drops should be replaced with new ductwork. If so, please note this will require to hoist the existing RTU's to gain access for removal and installation of new duct drops. Attachments KWIA RFI 581 Attach ent.pdf Official Response Response from Michael Martin McFarland Johnson,Inc.on Wednesday, Sep 24, 2025 at 08:48 AM EDT Remove acoustical lining from existing duct drops. 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I�III III I i�ii III I r. i �luilir i Il ,,, �� J ,., /1 J, r / / ii/ Ail Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11it IIIIIIIIIIIIIIIIIIIII IIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Km GUILF BUILDING PCO #173 N' V K r=-Y S T*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #173: CTS - West Carousel Apron Slab Replacement TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 173/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/13/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $131,375.02 POTENTIAL CHANGE ORDER TITLE:CTS-West Carousel Apron Slab Replacement CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CTS-West Carousel Apron Slab Replacement This change order includes the removal and replacement of the apron slab at the existing Arrival Terminal,where the West Carousel will be installed at the KWIA(20-2039-01).Scope of work consists of demolition of the existing slab and installation of a new 8-inch concrete slab with WWF reinforcement. Work also includes placement of PBB stow boxes in the affected area. ATTACHMENTS: f8fca8b9-de92-4aea-86c3-e315d918997d.pno , Charley Tappino and Sons- IA Terminal-Selective Demalition Existing Carousel Slab.pdf # Budget Code Description Amount 1 32-32.10.10.S Concrete Apron.Subcontractor CTS-West Carousel Apron Slab Replacement $119,431.84 2 99-99.99.66.)�Procore OH&P.Burden Prime Contract Markup $11,943.18 (y Grand Total: $131,375.02 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/17/2026 1 18:00:10 EDT 3/25/2026 1 12:09:55 EDT 2/24/2026 1 07:55:39 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On:2/23/2026 06:22 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Change Order Attention: NV2A,Key Star Construction&Gulf Building DATE: 1/23/26 One Detran Center 9100 South Dadeland Blvd.,Suite 600 Miami,FL 33156 ITEMIZED QUANTITIES Location: Key West International Airport-Key West,FL 33040 Scope: Demo slab,rework base,stalbalize,haul off concrete/backfill,place 8"FCC Item Description Quantity Units Cost er Unit Line Item Cost Notes Selective Demolition-Existing Carousel Slab 1 Foreman 36.0 HR $ 96.20 $ 3,463.20 2 Operator 36.0 HR $ 84.50 $ 3042.00 3 Laborer 36.0 HR $ 54.60 $ 1,965.60 4 Laborer 36.0 HR 1$ 54.60 $ 1,965.60 5 Skid Steer 36.0 HR $ 130.00 $ 4,680.00 6 Compactor 18.0 HR $ 90.00 $ 1,620.00 7 Flat Bed Dump Truck 36.0 HR $ 126.00 $ 4,536.00 8 Operator 36.0 HR $ 84.50 $ 3,042.00 9 Disposal Ti in Fee 69 CY Total,6 YD Loads on Flat Bed 12.0 LOADS $ 150.00 $ 1,800.00 10 8"FCC W/Wire Mesh and Thickened Ede 310.0 SY $ 266.00 $ 82460.00 Subtotal $ 108,574.40 11 Overhead&Profit 10% 1.0 LS $ 10,857.44 $ 10,857.44 12 Mobilization/Demobilization 1.0 LS $ 13 General Conditions LS $ Total: $ 119 431.84 Notes: Concrete Demo Only Exclusions: Carousel Demo,Building Demo Prepared by: ,clew Estimator Charley Toppino&Sons,Inc. Sheetj 1 of 1 Date: 1/23126 Signature: Date: u U I W t n J p� d WI w I/I q jr MtlfWMo,R4rrlfl�F C�6 FPO 5. LL r �« Nuk it 0 a �ry t ?b J 00 Po� rxxxxx�. - ;JMM � :�,i9 ^W���Mw,wwwrwm r uiA� Y �i �n, v Mw N � CD « 0 U u, LL wow OP rn UU cyOPra 00 .µ g 00 d, Q � 4 N LO 00 00 < Q 0 a te' 0 N1 ; > C: w c Ol L) U O 0 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIII@I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11it IIIIIIIIIIIIIIIIIIIII IIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F NV K GULF BUILDING PCO #177 =nKEEYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #177: Approval of Revised Dec 2025 Const. Schedule & Extended GC TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 177/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/7/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $359,310.00 POTENTIAL CHANGE ORDER TITLE: Approval of Revised Dec 2025 Const.Schedule&Extended GC CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Potential Change Order Title: Approval of revised December 2025 Construction Schedule and Overall Program Completion to July 31, 2026, and Compensable Time Payment for Extended General Conditions. Change Reason: Overall Program Completion time extended beyond original approved Baseline schedule dates, resulting from operational requirements and additional work to resolve unforeseen existing conditions. Description: (The Contract is Changed as Follows) In accordance with the updated approved construction schedule approved through PCCO-046, Concourse A Temporary Certificate of Occupancy (TCO) was already obtained on time on April 8, 2025. The completion of the Terminal Improvements (Phase 2) milestone was scheduled to occur on May 22, 2026. The completion date of the Terminal Improvements (Phase 2) was based on the release to the Construction Manager of existing passenger hold room areas, airport security offices and existing concessionaires' locations in the Terminal by a date certain of May 15, 2025. Operational and concessionaire relocation commitments of the Airport required parts of these turnovers to be postponed to later dates: Concessionaire areas were completely turned over on July 15, 2025. TSA and Sherrif's offices were partially released on June 22, 2025, and fully turned over only on July 22, 2025. The Terminal Improvements work (Phase 2) consists of the demolition and remodeling of older areas of the Terminal built over several years and at different times. During the execution of this Phase 2 work several existing unforeseen conditions and conflicts with the proposed design were encountered, requiring design --Initial --Initial ----Initial NV2A/Gulf Keystar JV � L CSC P ge 1 of 4� Printed On:3/7/2026 04:47 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F NV K GULF BUILDING PCO #177 =nKEEYST*R revisions, additional work and time. The effects on the work schedule are classified in two main areas of the Airport: 1) Second Floor of the Terminal: Security Checkpoint, Corridor, East and West TSA offices and Sherriff's Office and 2) Ground Floor East & West Baggage Claim area and adjacent offices. 1) Impacts to Second floor Security Checkpoint, Corridor, East and West TSA offices and Sherriff's Office: Structural steel support revisions for TSA grill track enclosure, demolition of unforeseen dumbwaiter concrete shaft, required TSA wall realignments, electrical revisions to TSA Intrusion Detection System (IDS), relocation of a Heat pump and resolving extensive utility conflicts, as further detailed below: Delayed demolition and scope clarification at the front wall and TSA interfaces : Demolition of the front wall and adjacent TSA interface areas were delayed due to operational and concessionaire relocation commitments of the Airport. TSA and Sherrif's offices were partially released on June 22, 2025, and fully turned over only on July 22, 2025. Concessionaire areas were completely turned over on July 15, 2025. Multiple RFIs were required to address scope revisions and sequencing constraints, which delayed demolition start, framing and MEP activities. Unforeseen existing conditions encountered during demolition : At the TSA construction area existing conditions were uncovered, including a heavily reinforced 10" walled concrete dumbwaiter shaft not shown in the original as-builts. Additional investigation, RFI coordination, and extended demolition durations, delayed the release of the area for follow-on framing and MEP work. TSA wall alignment, fire-rating, and enclosure revisions : Differing site and wall conditions required multiple revisions to address TSA wall alignment, fire-rating requirements, and enclosure details within the Security Checkpoint Corridor and TSA Offices. Additional work required to remove and reinstall framing, rework of partially completed areas, and disruption to the planned progression of drywall, inspections, and finish activities. Structural and utility conflicts affecting the TSA grill enclosure : Structural steel supporting the TSA accordion grill enclosure required redesign due to unforeseen utility conflicts discovered during construction (RFI 562). The conflicts delayed steel installation and associated soffit framing, which in turn delayed enclosure and finish activities on the critical path of the Security Checkpoint area. MEP and Systems Coordination Impacts: Electrical and mechanical work was impacted by required TSA Intrusion Detection System (IDS) revisions and significant utility conflicts affecting HVAC installation. These issues required redesign, extended review and approval cycles, and relocation of major equipment, delaying completion of MEP rough-in, inspections, and final system integration. 2) Impacts to Ground Floor East &West Baggage Claim area and adjacent offices: Owner-directed hold on demolition of existing elevator for operational reasons, differing existing floor elevations, and impacts associated with the demolition of Electrical Room 116. Collectively, these issues impeded completion of critical East Baggage Claim activities, and delayed the release of the West Baggage Claim work, as further detailed below: Unforeseen slab demolition and missing pourback conditions: During demolition activities in the East Baggage Claim, multiple unforeseen slab conditions were encountered, including additional slab demolition requirements and a missing concrete pourback not identified in the contract documents. These conditions required investigation, additional scope definition, and coordination through RFIs 512, 526, and 527, extending demolition durations and delaying the progression of structural and architectural work. Differing floor elevations impacting finish sequencing: Differing existing floor elevations were identified within the East Baggage Claim, as documented in RFI 526. These conditions required additional evaluation and coordination to resolve elevation transitions, grinding and pouring of new leveling floors, delaying installation of finishes and disrupting the planned sequencing of MEP trim and architectural work. I E Initial --Initial Initial NV2A/Gulf Keystar JV J� [C�6age 2 of 4 a Printed On:3/7/2026 04:47 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F NV K GULF BUILDING PCO #177 =nKEEYST*R Impacts associated with Electrical Room 116 demolition: Demolition and coordination associated with Electrical Room 116 created additional constraints within the East Baggage Claim footprint. These impacts affected access and sequencing of adjacent work areas, further delaying completion of critical East Baggage Claim activities. Phased baggage claim sequencing constraints: Due to operational requirements, construction of the West Baggage Claim is dependent on full completion and turnover of the East Baggage Claim. Delays impacting the East Baggage Claim therefore directly delayed the start of demolition and construction activities in the West Baggage Claim, extending the critical path duration. The table below shows the individual durations of the most relevant project delays. The combined effect on the Project Schedule is of 70 calendar days Project Delays Impact Descriptions Impact Start Date Impact Finish Date Delay days ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Capture SW Corner Sherrif's office 5/22/2025 7/22/2025 61 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Delay in turning over front wall of conch flyer 5/15/2025 7/15/2025 61 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Changes to Grill Steel Supports 8/8/2025 9/25/2025 48 Demolition of Concrete Dumbwaiter 6/25/2025 8/25/2025 61 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Chipping out all the Epoxy coated flooring areas 6/6/2025 7/9/2025 33 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Install HVAC Supports for Heat Pump on the roof 10/31/2025 11/26/2025 26 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Jog in West TSA Wall RFI #557 7/31/2025 9/26/2025 57 TSA Electrical Revisions 9/9/2025 12/6/2025 88.... The Airport, the Design team and the Construction Manager have collaborated in the mitigation of further impacts to the schedule and have agreed that an extension to the overall program is required and that the Construction Manager is entitled to receive additional compensation for said extension. The Contract Milestones are therefore changed as follows: Milestone Previously approved schedule(January Revised approved schedule September 2025) 2025) ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Temporary Certificate of Completion (Concourse April 8,2025 COMPLETED ON TIME A) ...............................................................................................................................L..................................................................................Ma.......22.....2026......................................................................................................................J.ul.......3�......ZOZs.............................................................................................................................. Terminal Improvements Compete(Phase 2) y y Compensability This PCO includes payment of 70 days of compensation for extended General Conditions, attributable to the extended duration of the completion of the project. The daily liquidated indirect costs are $5,133 per diem and the calculation for 70 days is as follows: 70 days x $5,133 per diem = $359,310 Total Compensation requested under this PCO = $359,310 ATTACHMENTS: IK.W11A flecember_20?�._SchedWe Update Critic-all Path.�df, KWIIA(December 2025 Schedule update 90d Il..00k Ahead. , IKWIIA i:yecember 2025 chedulle._UJpdate Narrative. , KWt1lIIA(December 2025 IDellay Fragnet.) , IKW/W/IIA December 2025 Schedule UJpdafe,. dfdf # I Budget Code Description Amount 1 00-31.13.10.0 NV2A-Project Supervision.Other Project Supervision $359,310.00 Grand Total: $359,310.00 --Initial Initial ---Initial NV2A/Gulf Keystar JV ---a Cs Page 3 of 4 Printed On:3/7/2026 04:47 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F NVTM GULF BUILDING PCO #177 =mnKrE7=YST*R Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 —/—'-�Signed by: --Signed by: --Signed by: 464r S. 6f� ,�GWUw Nkt ms Javier Ordieres FRaP31M Richard Stricklan SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/8/2026 1 11:12:09 EDT 4/10/2026 1 08:13:25 EDT 4/8/2026 1 07:59:22 PDT NV2A/Gulf Keystar JV Page 4 of 4 Printed On:3/7/2026 04:47 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F IIIIIIIIIIIIIIIIIIIIIIIII@I 00 11it IIIIIIIIIIIIIIIIIIIII IIIII Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Km GUILF BUILDING PCO #196 N' V K r=-Y S T*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #196: Turnkey - Duct Smoke Detectors TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 196/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/24/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $3,811.50 POTENTIAL CHANGE ORDER TITLE:Turnkey-Duct Smoke Detectors CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Turnkey-Duct Smoke Detectors This Change Order is based on RFI 681 and coordination with FKE.The original drawings did not show duct smoke detectors in the downstairs arrivals area. Per the RFI response,duct smoke detectors are required for AHU-3,AHU-4,AHU-5,AHU-6,AHU-7,AHU-8,and AHU-11.This change includes installation on supply and return ducts,tying into the fire alarm system,and providing shutdown controls. Existing detectors, if present,will be connected to the new system. AHU-9(DOAS)does not require a duct smoke detector but will still need shutdown integration.Duct smoke detectors are by others;this COR is for installation and connections only. ATTACHMENTS: KWIA TKI COR#31 Duct Smoke Detectors.pdf # Budget Code Description Amount 1 23-00.10.10.S HVAC.Subcontractor Turnkey-Duct Smoke Detectors $3,465.00 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $346.50 Grand Total: $3,811.50 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/1/2026 1 08:34:02 EDT 4/2/2026 1 17:26:48 EDT 3/25/2026 1 07:00:21 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/24/2026 10:32 AM EDT Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F C.O.R.Date Monday,March 2,2026 T:urnke KEY WEST INTERNATIONAL AIRPORT Project Name CONCOURSE A&TERMINAL From concept,to completion IMPROVEMENTS Turnkey International, Inc. Project Number 2-23-101 Mechanical Contractors CMC 1249679 CHANGE ORDER REQUEST # 031 TO: Attn. Mansour Sodagari City Key West Company NV2A + Gulf Building State/Province FL Zip/Postal Code 33040 Address 5450 MacDonald Ave.,Suite 3 Country USA Description of Change Order Request: COR is per RFI 681 response and email from FKE. COR is only for installation of duct smoke detectors on supply and return ducts serving AHU-3,AHU-4, AHU-5, AHU-6,AHU-4,AHU-8, and AHU-11 (DOAS (AHU-9) does not require duct smoke detectors). Duct smoke detectors to be furnished by others. Exclusions: FA relay/Shut down, FA interface, Electrical Power, Low Voltage,furnishing of duct smoke detectors and components. NOTE.Due to the continued supply chain and material escalation cost, this COR is valid for(30)days. We reserve the right to adjust cost if COR/Submittals are not approved prior to any price escalation. Items Amount Please see attached breakdown $3,1 50.00 Cost $3,150.00 OH+Profit+Bond 10 % $315.00 Sub-Total $3,465.00 % $0.00 Sub-Total $3,465.00 % $0.00 Total $3,465.00 Accepted By: Date: Submitted by: Date: Mar 2,2026 Company: Turnkey International,Inc. THIS PROPOSAL IS ONLY FOR THE COST OF PERFORMING THE CHANGE WORK ITSELF. THIS PROPOSAL DOES NOT INCLUDE ANY ADDITIONAL COST STEMMING FROM IMPACT,DELAY OR ACCELERATION OF OUR SUBCONTRACT WORK REQUIRED BY THIS CHANGE.OUR COMPANY RESERVES ALL RIGHTS WITH RESPECT TO SAID ADDITIONAL COSTS AND/OR TIME EXTENSIONS ARE FULLY RESERVED. 1315 NW 98th Ct Unit 15, Doral,FL 33172 P (305) 591 0261 F (305) 591 2676 - m E S S S / S @ § / \ \ \ \ \ \ \ \ § .. N < 7 3 3 3 3 7 3 m } _ ) \ \ j / \ ± / % 0 \ f \ f f § \ q 0 0 0 0 0 0 0 0 � / 7 k k k n ) / 0 § U \ / E § 4 0 \ \ \ \ § \ Ln < \ & R @ R R \ R � � \ Ln / z z z z z z g � � > \ ) \ \ \ \ \ \ \ \ < \ § 5 \ e 6 0 j z Q \ Li 0 u / LL a % § § r « z o r, _ 2 5 5 5 3 3 5 5 LU\ ) $ § § $ $ \ / / � \ / § \ § \ § \ § \ § \ § / G > 2 / G 2 W 3 / 0 W / / 2 W \ LU / EEEEW k ± ± ± ± » ) a { Z { 2 { 2 { 3j2 { 3§ { LU E o of o cr o cr o of o of o of o C < / _ / _ / _ _ / } 2) / / \ LU § K © © E j § / _ / _ / _ / _ / Cl _ / _ - 7 0 § < e o J 3 7 3 7 3 7 3 7 3 J £ \ m x § « z § \ o / o / o / o / § / o / _ A 0 § u ) 0 z � k / 0 z \ � z < c ^ 3 2 ± _ m z _ 0 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F c uu r u ew NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV �'"iT R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #681: Duct Smoke Detectors at Arrivals Revision 0 Status Closed on 02/23/26 To Blair Dury(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Christopher Kopec(McFarland Johnson,Inc.) Dan Torres(McFarland Johnson,Inc.) Devin Shapley(McFarland Johnson,Inc.) Michael Martin(McFarland Johnson,Inc.) Charles Howe(McFarland Johnson,Inc.) Date Initiated Feb 9,2026 Due Date Feb 16,2026 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number FA111 D,FA111 E Reference Linked Drawings Received From Copies To Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston(NV2A/Gulf Keystar JV),Gustavo Lazaro (NV2A/Gulf Keystar JV), Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Mechanical, Fire Alarm Activity/ Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Monday, Feb 9,2026 at 03:28 PM EST Drawings FA111 D&E do not currently show any new duct smoke detectors being installed in the downstairs arrivals building. Please confirm whether there are to be any new duct smoke detectors installed in these areas. If so, please advise as to how many and where they will be located. Official Response Response from Blair Dury McFarland Johnson,Inc.on Monday, Feb 23, 2026 at 11:21 AM EST The AHU/RTU's in these two areas are to remain. Based on the nameplate information,the units listed below require duct smoke detectors. If any already have duct smoke detectors,tie them into the new system and provide interface equipment and FA connection for shut down. Provide duct smoke detectors for any units that don't have detectors and provide interface equipment and FA connection for shut down. AHU3—5000 cfm AHU4—5000 cfm AHU5—5000 cfm AHU6—7500 cfm AHU7—5000 cfm AHU8—2500 cfm AHU9(DOAS-1)- 3100 cfm(100%outside air no duct detector needed,still needs to be shut down though). AHU11 —3750 cfm NV2A/Gulf Keystar JV Page 1 of 1 Printed On: Feb 23,2026 06:07 PM EST Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Jose Barrios From: Emmanuel Flores Sent: Monday, March 2, 2026 9:47 AM To: Jose Barrios Subject: FW: KWIA RFI #681: Duct Smoke Detectors at Arrivals EMMANUEL FLORES Project Manager em anuel@turnkeymeehanical.com 1305.305.8975 (Mobile) VTurnk,9yiV,', Turnk,9y Office 1 1315 NW 98th Court,Suite 15 1 Doral, FL 33172 1 305,591,0261 (Office) 1 305.591.2676 (Fax) Warehouse 1 1345 NW 98th Court, Unit 10 1 Doral, FL 33172 www.turnkeyffl&chanical.com From: Bryce Samartino<bsamartino@flkeyselectric.com> Sent:Wednesday, February 25, 2026 8:49 AM To: Emmanuel Flores<emmanuel@turnkeymechanical.com>; Kellen Donnelly<KellenD@gulfbuilding.com>;Javier Vigoa <javierv@turnkeymechanical.com> Cc: Mansour Sodagari <MansourS@gulfbuilding.com>; Gregg Gaston <GreggG@gulfbuilding.com>;Javier Ordieres <jordieres@nv2agroup.com>; Hampton Shaw<hamptons@gulfbuilding.com> Subject: Re: KWIA RFI #681: Duct Smoke Detectors at Arrivals Good morning, spoke to ourfire alarm division and per code this is his response: They will require 2 duct detectors each, 1 supply/ 1 return,which includes the remote test station, duct sampling tube, duct housing, intelligent remote test capable smoke detector, and shutdown relay. Bryce Samartino Project Manager E. bsair n,a,ird;ii,ino@flkIk Y.s e I..e..c tir...�,,.,z a,ir;il, P. (305) 296-4028 1 C. (954) 557-8222 Key West: 905 Overseas Hwy. Key West, FL 33040 Marathon: 7999 Overseas Hwy. Marathon, FL 33050 ls�r Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F ,a El The information contained in this transmission may contain privileged and confidential content.It is intended only for the use of the person(s)named above. If you are not the intended recipient,you are hereby notified that any review,dissemination,distribution or duplication of this communication is strictly prohibited. From: Emmanuel Flores<.e m m g!r..ueV2„lruriralk y!rE I.haa„irn„6caall.cor. > Sent:Tuesday, February 24, 2026 8:46 AM To: Kellen Donnelly ...............II„II";"!E" „ u"II„(II a„ii"III„f"!rn„g„" Javier Vigoa < avii(,ry tuuirirull<e urrieclli:)irilic:ill.roim>; Bryce Samartino <"Ilas a"!!r_�a it It ii"!rp. ... .:ll ll<. .. "III" t iri�.::.�.o! > Cc: Mansour Soda ari < IairisouirSi� cull ll ullldliri .coim> Greggaston <Gire G cps ulllfliiulilldlin .com> Javier Ordieres g ...........................................................................g...........................................................g............................... , gg ......................gg............ , g............................................................................................ <°oird eires nv?a-irou xc.) mu>; Hampton Shaw<"Ilya"! a.p. 2.!rn p i„Il lk"u!ii"II"c ii"!rn .goirn> Subject: RE: KWIA RFI #681: Duct Smoke Detectors at Arrivals Kellen, Good morning,this is a cost impact. Can you confirm if it is (1) duct detector per unit (on supply duct) or(2) (on both supply and return duct per unit)? RFI does not specify this. Please advise, thanks. EMMANUEL FLORES Project Manager emmanuel@turnkeymechanical.cor,n 1305.305.8975 (Mobile) IV �Ikl Turfl, Office 1 1315 NW 98th Court,Suite 15 1 Doral, FL 33172 1 305.591.0261 (Office) 1 305.591.2676 (Fax) Warehouse 1 1345 NW 98th Court, Unit 10 1 Doral, FL 33172 www.turnkeyMIchanical.com From: Kellen Donnelly<IICg"IIJI" !rn-I „gai"II„ "u„f"II1"uaa " "!rp> Sent: Monday, February 23, 2026 6:12 PM To: Emmanuel Flores<eriirnairu e ..................... iardcaLcoirn.>• Bryce ce .rm..ec� ir ilc� n>,Javier Vi oa <a.ay . ....................................................... ................................................................................ ........................ ye................................................................................ "........................................a..:..:.............."... > ............. . ..::n........................................... Samartino< :„a !riairnuirio <r.:. a.:. .:. tiroc.coirn� Cc: Mansour Sodagari <" laa"!rns"o a"!r" „ „g"u„Ilff "!A.flI" ii"!ra ","g"a2"!ran>; Gregg Gaston <" "!r"fagg"��� g"u�„Il�lka"u�„f"II f"!rag„"u" "!rn].,>;Javier Ordieres <Yp.[dieir .....a.....IC:n.Y: . .g.i.pu..V.:,.��ain„>; HamptonShaw<Ih�airilK�:. .ir:n..�( gg..I : !4iilleNii!ra Subject: KWIA RFI #681: Duct Smoke Detectors at Arrivals Good afternoon, 2 Docusign Envelope ID:A8B7562A-A881-8294-80FC-47924E57B98F Please see the attached response to KWIA RFI #681: Duct Smoke Detectors at Arrivals. Please let me know if you have any questions. Thank you, Kellen Donnelly Project Engineer II..................................................... .. . ,Il.fb.Ulil1diii°:I Ir�� Cell: (954) 873-1779 5 IU IL'E 0 WL 9 G M G. NV K KEYST*R Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC M.C.A.INSTR.8800.2 Enclosure(1) 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECT TITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 056 INITIATION DATE: 3/27/2025 TO CONTRACTOR: NV2A/Gulf KeystarJV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 20,463,780.80 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 121,925,551.80 The(Contract Sum)(Guaranteed Mxium Price)will be(increased)by this Change Order $ 79,402.05 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 122,004,9S3.85 The Contract Time will be(changed)by TBD days The date of Substantial Completion as of the date of this Change Order is 7/31/2026 Detailed Description of change order and justification: This PCCO authorizes the scope of work in the following executed PCO's: PCO-137:includes construction of a non-rated FC2 chase wall around the PVC piping in the trash room. PCO-178:includes demolition of the Elevator 2 equipment room and relocation of associated conduits adjacent to the removed elevator shaft. PCO-179:includes labor,materials,and equipment to complete communications rough-in per the 11/5/25 revisions in the rental car area. PCO-181:includes installation of a new generator connection box with cam locks and extension of conduit and cabling from the MTS to provide a safe temporary generator connection. PCO-182:includes electrical work for the walk-in cooler in Inspection Room#141 at Airline Offices. PCO-185:includes electrical revisions for Door 100 to provide required power in accordance with updated drawings EP111E and EP718. PCO-188:includes installation of a new bond beam CMU sill at the North Wall of Airline Offices at Area E. PCO-189:includes structural modifications at Stairwell#4 to accommodate a new door opening,including demolition,installation of a new column and header,and completion of door framing and associated finishes. POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 137 Lotspeich-RFI 483 Trash Rm FC2 Chase Wall $2,746.70 178 FKE-Demo at Old Elevator $15,967.82 179 FKE-Rental Car Revisions $24,583.96 181 FKE-RFI#659 MTS for Portable Generator $15,601.94 182 FKE-RFI#661 Walk-In Cooler $5,875.14 185 FKE-Door 100 Power Revisions per RFI 640 $1,833.49 188 Bella-Area E North Wall Bond Beam CMU Sill Installation $3,823.60 189 Bella-RFI#631.1 Door Frame at Stair 4 $8,969.40 Total: $79,402.05 This change order is 0.08% of the original contract price. Not valid until signed by Owner,Architect(if applicable),and Contractor Signed by, ARCHITECT: bi4V 5/13/2026 1 17:06:58 EDT E�423311tSo .. DATE: JSigned bya Docusigned by,. 5/8/2026 1 12:55:50 EDT CONTRACTORS: "_ DATE: Signed by 5/14/2026 1 08:30:17 EDT EXECUTIVE DIRECTOR OF AIRPORTS Digitally signed by DATE: Christine Christine Hurley Hurley Date:2026.05.18 COUNTY/DEPUTY ADMINISTRATOR 11:58:13-04'00' DATE: MONROE COUNTY ATTORNEY gym. MniltaI Ds PROVE `T °OFtiJ( PE RO MERCADO..., Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC NY " PCCO #056 NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Change Order #056: PCOs 137, 178, 179, 181, 182, 185, 188, and 189 TO: Key West International Airport FROM: NV2A/Gulf KeystarJV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 DATE CREATED: 4/10/2026 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Pending-In Review REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE INVOICED DATE: PAID DATE: SCHEDULEIMPACT: EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $79,402.05 Concourse A DESCRIPTION: PCCO#056 includes the following scopes of work: PCO-137: Per RFI#483,this change includes construction of a non-rated FC2 chase wall around the PVC piping in the trash room. PCO-178: This change includes demolition of the existing Elevator 2 equipment room and relocation of associated conduits adjacent to the removed elevator shaft. PCO-179: This change includes labor, materials,and equipment to complete communications rough-in per the 11/5/25 revisions in the rental car area. PCO-181: Per RFI#659,this change includes installation of a new generator connection box with cam locks and extension of conduit and cabling from the MTS to provide a safe temporary generator connection. PCO-182: Per RFI#661,this change includes electrical work for the walk-in cooler in Inspection Room 141, including final high-and low-voltage connections and all interconnecting equipment wiring. PCO-185: Per RFI#640,this change includes electrical revisions for Door 100 to provide required power in accordance with updated drawings EP111 E and EP718. PCO-188: This change includes installation of a new bond beam CMU sill at the North Wall of Area E, including doweling, reinforcing,grouting,and associated structural work per the contract details. PCO-189: Per RFI-631.1,this change includes structural modifications at Stairwell#4 to accommodate a new door opening,including demolition, installation of a new column and header,and completion of door framing and associated finishes. ATTACHMENTS: 189---KWIA Bella - PCO 189 - Door Frame at Stair pdf, 188---KWIA Bella- PCO_188 - Area_E North_Wall_CM.pdf, 185-KWIA FKE - PCO 185 - Door 100 Power Revisio(1).pdf,KWIA FKE - PCO 182 - RFI 661 Walk-In Cooler.pdf,KWIA FKE - PCO 181 - RFI 659 MTS for Portab.pdf,KWIA FKE - PCO 179 - Rental Car Revisions.pdf,KWIA FKE - PCO 178 - Demo at Old Elevator.pdf, KWIA Lotspeich - PCO 137 - RFI 483 - Trash.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On:4/22/2026 09:47 AM Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC NV K t<ev t*m, PCCO #056 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 137 Lotspeich-RFI 483 Trash Rm FC2 Chase Wall $2,746.70 178 FKE-Demo at Old Elevator $15,967.82 179 FKE-Rental Car Revisions $24,583.96 181 FKE-RFI#659 MTS for Portable Generator $15,601.94 182 FKE-RFI#661 Walk-In Cooler $5,875.14 185 FKE-Door 100 Power Revisions per RFI 640 $1,833.49 188 Bella-Area E North Wall Bond Beam CMU Sill Installation $3,823.60 189 Bella- RFI#631.1 Door Frame at Stair 4 $8,969.40 Total: $79,402.05 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $20,463,780.80 The contract sum prior to this Change Order was $121,925,551.80 The contract sum would be changed by this Change Order in the amount of $79,402.05 The new contract sum including this Change Order will be $122,004,953.85 The contract time will not be changed by this Change Order. os Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 —Signed by: Signed by: °Silte d bT CraeuSigined ibT 4o2F 4D3, SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 5/13/2026 1 17:06:58 EDT 5/14/2026 1 08:30:17 EDT 5/8/2026 1 12:55:50 EDT 5/1 1/2026 1 1 1:57:08 EDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:4/22/2026 09:47 AM Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #137 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #137: Lotspeich - RFI 483 Trash Rm FC2 Chase Wall TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 137/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Rebecca Vieira(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/27/2025 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $2,746.70 POTENTIAL CHANGE ORDER TITLE: Lotspeich-RFI 483 Trash Rm FC2 Chase Wall CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Lotspeich- RFI 483 Trash Rm FC2 Chase Wall SCOPE OF WORK: Furnish and install an FC2 chase wall around the PVC pipe in the trash room in accordance with AE's response to RFI 483. REFERENCE: Lotspeich proposal dated 03.03.2025 RFI 483 ATTACHMENTS: KWIA Lotspeich RCO 019.pdf, RF1483-1.PDF NV2A/Gulf Keystar JV Page 1 of 2 Printed On:3/27/2025 05:54 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #137 NV K I KISYST*R # Budget Code Description Amount 1 09-.29.10.30.S Gypsum Board I Framing Trash Rm FC2 Chase Wall $2,497.00 Finish.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other 10%Markup $249.70 Grand Total: $2,746.70 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 Christopher Digitally signed by p Christopher Kopec Kopec Date:2026.03.23 14:13:05-04'00' SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/25/2026 1 13:45:37 EDT 3/27/2025 1 15:28:28 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:3/27/2025 05:54 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC OU�MKAM �j�d7 ESTABLISHED 1928 March 3, 2025 Antonio Pinto NV2A I Gulf Building 3491 S Roosevelt Blvd. Key West, FL 33040 Re: KWIA— RFI #483: Trash Room Chase Wall Lotspeich RCO 162542-019 Dear Mr. Pinto, We submit this proposal for the above referenced subject. Scope and Price of the Work Per RFI #483, provide an FC2 chase wall around the PVC pipe in the trash room. This drywall is assembly is not a fire-rated assembly. The price for the work above is $2,497. Please forward a change order to the contract for the total above if you would like to proceed. Proposal Certification and Expiration Lotspeich Company Inc,certifies that this proposal is reasonable and accurately reflects the additional work and cost for this change to the best of our current knowledge. We reserve the right to amend or withdraw this proposal at any time prior to the issuance of a Change Authorization by NV2A i Gulf Building. This proposal is withdrawn if not accepted within thirty days from March 3,2025. Lotspeich Company reserves all rights and remedies to claim and recover compensation for delay, extension,acceleration,disruption, interference, loss of production, inefficiency and other schedule impacts which the cumulative effect of this change and others may cause or should such changes constitute a cardinal change. Very truly yours, LOTSPEICH COMPANY INC. Aaron Elston Project Manager L,OTSPEICH COMPANY INC, I��oi ionml lirm(x o 1iil Illfoi ���dh imj�i�Smf 'mji oi«"�i �i iM��j� iot�onui iolj 'um oui ��mi �i n f�Imfl h�I lioi tit�m t r r�ur( hllih t Im loi�lll III @oto�ioiillfi i liomiol " V of ���iMi Imjo� Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC t51 IIVIATE WORKSHEET iErAU3M "%"12> K or ESTABLISHED 1928 KWIA LOTS#: 019 RFI#483:Trash Room Chase Wall JOB#: 16-2542 Material QUANTITY UNIT TOTAL Misc. Framing/Drywall/Finish Materials 1 100.00 100.00 TOTAL MATERIAL 100.00 SALES TAX 7.50 TOTAL MATERIAL 107.50 CATEGORY HOURS RATE TOTAL CARPENTER/MECHANIC(NET) 24 42.60 1,022 LABORER/DRIVER 12 28.40 341 CARPENTER FOREMAN/SUPERINTENDENT 3 56.80 170 PER DIEM($300 PER MAN DAY) 2 300.00 600 TOTAL LABOR 2,134 TOTAL MATERIAL 108 SUBTOTAL 2,241 CONTRACTOR'S OHF 224 BOND 32 TOTAL 2,497 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF' roes LOINc NV2A/GulfKeystarJV Project:20-2039-01 KWIA Concourse A and NV K "" 1-(C—Y T r 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #483: Trash Room Fire Rated Shaft around PVC Pipe Status Closed on 03/03/25 To Christopher Kopec(McFarland Johnson,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV) Don Koppy(Mead&Hunt) 9100 South Dadeland Blvd,Suite 600 Mike Eckhardt(McFarland Johnson,Inc.) Miami, Florida 33156 Tang Fang(Mead&Hunt) Tonya Wood(Mead &Hunt) Judy Telford(Mead&Hunt) Date Initiated Feb 25,2025 Due Date Mar 4,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings G022,A121 B,A402 Received From Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Kirk Boothroyd(McFarland Johnson,Inc.), Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),John Govero(NV2A/Gulf Keystar JV), Gustavo Lazaro(NV2A/Gulf Keystar JV), Michael Lobo(NV2A/Gulf Keystar JV), Frank Montalvo (NV2A/Gulf Keystar JV), Joseph L. Petzack (McFarland Johnson,Inc.),Antonio Pinto (NV2A/Gulf Keystar JV), Claudio Santos(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Finishes, Plumbing Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday, Feb 25, 2025 at 04:21 PM EST The response to RFI 367 indicates that the Trash Room 317 walls and ceiling are to be fire rated. Sheet P401, Revision 2, dated 1/21/24,indicates that an 8 inch PVC storm line is to drop through this room,from above ceiling through the floor slab. Please confirm that a fire rated shaft shall be built from floor to ceiling around the PVC storm line. Attachments KWIA RFI 483 Attachment.pdf Official Response Response from Judy Telford Mead&Hunt on Monday, Mar 3, 2025 at 09:32 AM EST See pdf and attached sheets A121A and A402 for response. Note: Please review the attached Transmittal PDF for the full formatted text. Attachments Transmittal_RFI-RFI 483-Trash Room Fire Rated Shaft around PVC Pipe(Responded and Closed).pdf,RFI#483-MH Response.pdf,Transmittal_RFI-RFI 483-Trash Room Fire Rated Shaft around PVC Pipe(Responded and Closed).pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On: Mar 27,2025 05:31 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC M ea d r I uu�� i iw �� n,.,,I u n IIIIIII�°�����IIIIII�� Illlllh°°°°°' ���� " iiiiii ���� iiiiii° I Hunt, lnc. 14099 I°�1A°TWaw7i, II'oad, Suib:: :1SO Ila"alll,as I K )12 1 4 United ",States u R:+;:j -...11 EYW Key West Conc A &Terminal u:aA i E � :::::\l..u..: 3/3/2025 Program 4317400-200125.01 RFI 483 - Trash Room Fire Rated RF:: II II) RFI 483 - Trash Shaft around PVC Pipe Room Fire Rated Shaft around PVC Pipe I loll':: RFI RAP E INH q q All pDr: 00755 `I,i ,P OSI:"'': Answered v,'I, ': Procore awls:::Siu,01111i Question: The response to RFI 367 indicates that the Trash Room 317 walls and ceiling are to be fire rated. Sheet P401, Revision 2, dated 1/21/24, indicates that an 8 inch PVC storm line is to drop through this room, from above ceiling through the floor slab. Please confirm that a fire rated shaft shall be built from floor to ceiling around the PVC storm line. A,Pa^::"M:llI See II and attached sheets A121A and A402 for Iresponse., F .UI,l III I/'+,II`Ii C;ON MCANFY lA111 P1H0II`ii Judy Telford Mead & Hunt, Inc. Judy Telford@meadhunt 469-646-0160 110 111,AII`Ii C 0 11`1 D A Pd f 111N0r4 ryand@guIfbuiIding.co ryand@gulfbuilding.com m +II ;d;: II" II10 IIN d iF C()IIN, 11:,II`iT" Q lf', DAt I D I U L IN NII"I11::!'bi M SCA11I E slzi:E� 1 3/3/2025 RFI #483 - MH Response.pdf Donald Koppy (Mead & Hunt) Tang Fang ;'!1asp e :q.. Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF' roes LOINc NV2A/GulfKeystarJV Project:20-2039-01 KWIA Concourse A and NV K "" 1-(C—Y T r 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #483: Trash Room Fire Rated Shaft around PVC Pipe Status Open To Tonya Wood(Mead &Hunt) From Ryan Donnelly(NV2A/Gulf Keystar JV) Tang Fang(Mead&Hunt) 9100 South Dadeland Blvd,Suite 600 Mike Eckhardt(McFarland Johnson,Inc.) Miami, Florida 33156 Judy Telford(Mead&Hunt) Don Koppy(Mead&Hunt) Christopher Kopec(McFarland Johnson,Inc.) Date Initiated Feb 25,2025 Due Date Mar 4,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Kirk Boothroyd(McFarland Johnson,Inc.), Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),John Govero(NV2A/Gulf Keystar JV), Gustavo Lazaro(NV2A/Gulf Keystar JV), Michael Lobo(NV2A/Gulf Keystar JV), Frank Montalvo (NV2A/Gulf Keystar JV), Joseph L. Petzack (McFarland Johnson,Inc.),Antonio Pinto (NV2A/Gulf Keystar JV), Claudio Santos(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Finishes, Plumbing Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday, Feb 25, 2025 at 04:21 PM EST The response to RFI 367 indicates that the Trash Room 317 walls and ceiling are to be fire rated. Sheet P401, Revision 2, dated 1/21/24,indicates that an 8 inch PVC storm line is to drop through this room,from above ceiling through the floor slab. Please confirm that a fire rated shaft shall be built from floor to ceiling around the PVC storm line. 1 NV2A/Gulf Keystar JV Page 1 of 1 Printed On: Feb 25,2025 04:31 PM EST NZ S1N3W3nOHMI WNIWH3li Q`d 3isun00NOO 6' `�o l�lOdlilV�VNOIlHNa31Nl 1S3M A3Ji a � Z�LU m ObOEE]d'3SeM f E)>]'PN9 llanasooa S L64£ r a. O r a Q J a�� a — �� NOIlVIAV dO lN3WlaVd30A1Nf100 30FJNOW iNAM a a^ r I I 9 LL s U- Y I I W m m p W 3 i i rc m i I i i W 9 h p a �w T o� 00 I a _ =EFI it o I a .eJzs s c •� t V 11 a � � o m , I � L I I - ------------ e c In I N ` I I 0.. n NZ ton S1N3W3AOadWI WNIWb31 8 V 3Suf10ON0O o z iHOdHIV WNOUVNH3UNI 1S3M AT4 o o c� oboEE-Jd'3SeM fE)>]'PN9 3lanasoOa S L64£ LU z Lu IL LUQ - NOIlVIAV dO lN3AiUVd30 AlNnOO 30UNOn iNAM w w z o� w a �o �- , s 0 0 D a Q w _ m JP W� op w po f _ z �r w a t a , t� ITT a � ' 0o D 0 K' o K ti E 9 C •• f w " o r _ I � z Q d w Q J ~ J 3 a G N m J z o 3 W H 3 r r o w a'q LL.s i � N x � ~ O rc z ` o z J H U a Q m gJ Q tl1 W z 1 30:e - � J Vi 4 w r Y O € o¢ < z z ao r W ¢ U F °moo N o a _ Ye Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC M ea d r I uu�� i iw �� n,.,,I u n IIIIIII�°�����IIIIII�� Illlllh°°°°°' ���� " iiiiii ���� iiiiii° I Hunt, lnc. 14099 I°�1A°TWaw7i, II'oad, Suib:: :1SO Ila"alll,as I K )12 1 4 United ",States u R:+;:j -...11 EYW Key West Conc A &Terminal u:aA i E � :::::\l..u..: 3/3/2025 Program 4317400-200125.01 RFI 483 - Trash Room Fire Rated RF:: II II) RFI 483 - Trash Shaft around PVC Pipe Room Fire Rated Shaft around PVC Pipe I loll':: RFI RAP E INH q q All pDr: 00755 `I,i ,P OSI:"'': Answered v,'I, ': Procore awls:::Siu,01111i Question: The response to RFI 367 indicates that the Trash Room 317 walls and ceiling are to be fire rated. Sheet P401, Revision 2, dated 1/21/24, indicates that an 8 inch PVC storm line is to drop through this room, from above ceiling through the floor slab. Please confirm that a fire rated shaft shall be built from floor to ceiling around the PVC storm line. A,Pa^::"M:llI See II and attached sheets A121A and A402 for Iresponse., F .UI,l III I/'+,II`Ii C;ON MCANFY lA111 P1H0II`ii Judy Telford Mead & Hunt, Inc. Judy Telford@meadhunt 469-646-0160 110 111,AII`Ii C 0 11`1 D A Pd f 111N0r4 ryand@guIfbuiIding.co ryand@gulfbuilding.com m +II ;d;: II" II10 IIN d iF C()IIN, 11:,II`iT" Q lf', DAt I D I U L IN NII"I11::!'bi M SCA11I E slzi:E� 1 3/3/2025 RFI #483 - MH Response.pdf Donald Koppy (Mead & Hunt) Tang Fang ;'!1asp e :q.. Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Q - °, 4 d ,aQ A 317 , Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #178 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #178: FKE - Demo at Old Elevator TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 178/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/16/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $15,967.82 POTENTIAL CHANGE ORDER TITLE: FKE-Demo at Old Elevator CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#345-FKE-Demo at Old Elevator FKE-Demo at Old Elevator Old Elevator 2 Equipment Room Demo/Existing Conduit to Be Relocated Next to Demoed Elevator 2 Shaft. This Change Order constitutes full,final,and complete compensation to the Subcontractor for all costs,expenses,overhead,profit,and any damages of every kind that the Subcontractor had already incurred or may incur in connection with the above referenced changes in the work, including any impact on the referenced work or on any of the work under the referenced Subcontract,any changes in the sequence of any work,any delay to any work,any disruption of any work,any rescheduling of any work,and any other effect on any of the work under the Subcontract. By the execution of this Change Order,the Trade Contractor accepts the contract price change and the contract completion date change,if any,and expressly waives any claims for any additional compensation,damages or time extensions, in connection with the above-referenced changes. Except as herein or heretofore expressly modified,all terms of the original Subcontract shall remain in full force and effect and shall cover the performance of,and payment for,any work authorized hereunder. Indicate your acceptance of this Change Order by executing the attached copies and returning one fully executed copy at your earliest convenience. ATTACHMENTS: COR-Narrative(1).docx ,_Elevator Shaft Bid Summary_(1).pdf # Budget Code Description Amount 1 26-00.10.10.S Electrical.Subcontractor FKE-Demo at Old Elevator $14,516.20 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,451.62 Grand Total: $15,967.82 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/25/2026 1 14:54:38 EDT 3/25/2026 1 16:23:00 EDT 3/12/2026 1 17:17:19 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/11/2026 07:21 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Job 111k JOB-2039 Project: KWIA- Elevator Shaft Bid Summary Report Vendor TARGET Labor Level:CONIEST 5 Dec 2025 13:17:53 Tax Rate status: Deftiult Bid Name: FL KEYS ELECTRIC Bid Template: FLORIDA KEYS ELECTRIC, INC. Drawing I Phase I Quote$1 Material$1 Equip$1 SubCon$1 Labor HrS BRANCH 0.00, 635-18 0.00 0.00 21.02 DEMOLITION 0.00 0.00 0.00 0.00 40.10 Sheet Totals: 0:,0011 -35.18 0.00 01.00 61A2 Bid Notes: Tax:I 01-ool 47.6-41 0.00 0.00 Sub Total(Quo/Mat/Equiip/Sub): 6 5.18 M RAIPS Sales Tax: 4T64 7�5000% 682.82 682.82 Material: Sub Total: Quote: 7,5000% Direct Labor 11,306.50 Labor. : 0.0000% Indirect Labor Mo Equipment: : 7,5000% Labor Escalation: 0.00 Subcontract: : 7.5000% Labor Tax: 0.00. Job: 7.5000% Direct Job Costs(I.78%),: 258.70 MISCELLANEOUS Avg. Lbr. Rate (Cost): 1911.2.51 Prime Cost: 12,248M Avg. Lbr. Rate (Bid): 203,911il Overhead (An 5.001%),: 612,40 Total Square Feet: : Loo Net Cost: 12,860.42 Cost Per Sq Ft.; Labor$Per Sq. Ft.: : 11,306.50 Profit(Avg. 5.01(0%): 643.02 61.12 Job Tax: 1,012.76 Labor Firs Per Sq. Ft.: Quantity of Units: 1001 Bond(0.00,001%): 01.00 Cost Per Unit. 14,516.20 Lump Sum: 0100 Ca1c,Adjustment: Mo% Selling Price:1 phionel Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA - Elevator Shaft 5 Dec 2025 1.,17PM LABOR ADJUST ESTIMATED HOURS ELECTRICAL MACHINE Low Labor Class I L,)bQr Class 5 Labor Class 6 Labor ass 7 Lalbgar C lass La r ass Libor Oass nmgAmg ym TA%cF REGULAR 61.12 OVERTIME -- Still-T-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 61.12 LOSS LBR ADD* -- CALCULATED HRS REGULAR -- OVERTIME 61.12 SHIFT-2 -- SHIFT-3 DOUBLE TIME -- TOTAL ADJ LABOR: 1 61.121 ITOTAL ADJUSTED LABOR HOURS: 1.12 DIRECT LABOR Labor Class Job Description Labor Type Crew Rate Man Houirs Extension ELECTRICAL FOREMEN (WORKING) REGULAR 2 $125,00 0A0 -$0.16 FOREMEN (WORKING) OVERTIME 1 $185,00 2�0,37 $3,768.99 JOURNEYMEN REGULAR 1 $125.00 0.010 -$0.16 JOURNEYMEN OVERTIME 1 $185.00 201.37 $3,768.99 APPRENTICE I REGULAR 0 $125.00 0.001 -$0.1.6 1APPRENTICE I 1OVERTIME 1 11 $185.001 20.37 $3,7168.99 AVERAGE DIRECT LABOR RATE: $185,001 TOTAL DIRECT LABOR: $1.1,306,,50 INDIRECT LABOR Labor Description Hours l Rate l Ext ITOTAL INDIRECT LABOR: 0.00 DIRECT LABOR TOTAL, 11,306.50 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION: 0.00 LABOR$ADJUSTMENT: 0.00 LABOR TAX: 0�1001 ILABOR TOTAL: $I1,306.50] MATERIAL, 635.18 MATERIAL ESCALATION: 0.010 MATERIAL ADJUSTMENT: 0.00 MATERIAL TAX: 47.64 ,MATERIAL TOTAL: $682A2 QUOTES Component IVendor I Amount 3 jnY' Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- Elevator Shaft 5 Dec 2025 1:17PM QUOTED MATERIAL: 0.00 ADJUSTMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component [Vendor ........................................ Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.00 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIPM NT Component ::]:Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0,00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL: $0.00 DIRECT 308 COSTS DeSCription D011%j EQUIPMENT DEPRECIATION 113-06 TOOLS EXPENDABLE 113.06 TEMP LIGHT(SQ r-T) 30.00 PERMIT FEE 03 j DIRECT JOB COSTS: 258.70 ADJUSTMENT, 0.00 TOTAL DIRECT JOB COSTS: $258.70 JOB COST /NO OVERHEAD: $12,248.02 OVERHEAD MATERIAL OVERHEAD:(5% markup) 34.14 QUOTES OVERHEAD:(5% markup) 0.00 LABOR OVERHEAD:(511/o markup) 565-32 SUBCONTRACTS OVERHEAD:(5% markup) 0.00 EQUIPMENT OVERHEAD:(5% mar*up) 0.00 DJC OVERI,IEAD.(5% markup) 12.941 TOTAL OVERHEAD: $612.40 JOB COST /OVERHEAD: *12,860.42 phicatel FL 4, Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KW IA - Elevator Shaft 5 Dec 2025. 1:1'7'PM PROFIT MATERIAL PREIFIT:(5°1a rrl rkLr0) 3535 QUOTES PROFIT:(5°Ab rnarkLIP) 0.00 LAB09R PROFIT:(5% markup) 59159 SUBCONTRACTS S PRorrT:(5% markup) 0.00 EQUIPMENT PR FFT-.(511lu markup) 0.00 DJC PROFIT.(5% markup) 1.8.58 TOTAL PROFIT- MISCELLANEOUS JOB TAX: 1.,01.2.76. BOND: 0,00 MISCELLANIIEOUIS TOTAL: 1,012.70 LUMP SUM LUMP SUM 1: 0.00 LUMP SUM 2: 0,00 LUMP SUM : 0.00 LUMP SUM 4: 0.00 LUMP SUM TOTAL: 0.00 BID TOTAL: $14,516.20 phuone Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC � FLORIDA KEYS E"LE"CTRIC,INC. PREMIER ELECTRICAL CONTRACTOR COR-Old Elevator 2 Equipment Room Demo/Existing Conduit to Be Relocated Next to Demoed Elevator 2 Shaft. • ED121 D Does not show any old elevator equipment to be demoed.Adjacent to demoed elevator is the old elevator equipment room with a 480V main elevator disconnect which is live, 120v cab light disconnect which is live, and fire alarm devices for old elevator and shaft which are live.This entire room is to be removed. • Following on CO-4,there are 4 existing conduits (3 power, 1 Fire Alarm)that run down the outside of the old elevator 2 shaft wall from second floor down to first floor to feed lost baggage claim lighting and fire alarm. Per Shawn, FA feed is no longer coming from that conduit so it can be removed back the next JB, however,the 3 power conduits are being utilized for lighting.These conduits need to be re-routed through the old elevator shaft that will become a chase from second floor to lost baggage claim on first floor.The second-floor wall shaft they are attached to needs to be demoed and these pipes will be in the middle of the new walkway. ...��upa�J��ii % II i Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC � FLORIDA KEYS ELECTRIC:`,INC`. PREMIER ELECTRICAL.CONTRACTOR f 1� I I 1 �i i k r ° / r Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC � FLORIDA KEYS E"LE"CTRIC,INC. r, wf1PEL, CINTRA►CTCIR o r �r 7 / i r / : r i j Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #179 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #179: FKE - Rental Car Revisions TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 179/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/16/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $24,583.96 POTENTIAL CHANGE ORDER TITLE: FKE-Rental Car Revisions CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#344-FKE-Rental Car Revisions FKE-Rental Car Revisions This change order is for the materials,labor and equipment to complete the communications rough in per revision on 11/5/25 in the rental car area. This Change Order constitutes full,final,and complete compensation to the Subcontractor for all costs,expenses,overhead,profit,and any damages of every kind that the Subcontractor had already incurred or may incur in connection with the above referenced changes in the work, including any impact on the referenced work or on any of the work under the referenced Subcontract,any changes in the sequence of any work,any delay to any work,any disruption of any work,any rescheduling of any work,and any other effect on any of the work under the Subcontract. By the execution of this Change Order,the Trade Contractor accepts the contract price change and the contract completion date change,if any,and expressly waives any claims for any additional compensation,damages or time extensions, in connection with the above-referenced changes. Except as herein or heretofore expressly modified,all terms of the original Subcontract shall remain in full force and effect and shall cover the performance of,and payment for,any work authorized hereunder. Indicate your acceptance of this Change Order by executing the attached copies and returning one fully executed copy at your earliest convenience. ATTACHMENTS: EY111 E FIRST FLOOR TELECOM PLAN-AREA E Rev.4 markup(1).pdf,_11.14.25-Car Rental Revision(s)-Bid Summary_pdf # Budget Code Description Amount 1 26-00.10.10.S Electrical.Subcontractor FKE-Rental Car Revisions $22,349.05 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $2,234.91 Grand Total: $24,583.96 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/25/2026 1 14:57:14 EDT 3/25/2026 1 16:31:58 EDT 3/12/2026 1 17:16:27 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/11/2026 07:30 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Job ID: JOB-2045 Project: KWIA - 11A4.25 - Car Rental ReOsion(s) Bid Summary Report Vendor:TARGET Labor Level: COINEST 16 Dec 2025 10:21:59 Tax Rate status: DefaL,ft, Bid Name: FL KEYS ELECTRIC Bid Template: FLORIDA KEYS ELECTRIC, INC. Drawing I Phase I Quote$1 Material$1 Equilp$1 SubCon$1 Labor Hrs COMMUNICATIONS ROUGH-IN 0X0 3,50113 0.00 0X0 112.93 Sheet Totals:I 0X01 3o501131 0.00 0X0 112.93 Bid Notes: Tax:1 0.001 262.731 0-00 0.00 Sub Total (Quo/Mat/Equip/Sub): 3,503,13 TAX RATES Sales Tax: 262.73 Material: 7-50100114. Sub Total: 3,765.87 3,765-87 Ouote: 7.5000Ne Direct Labor$: 14,1116.2 2', Labor, 0 0100VIC Indirect Labor$: 0,00 Equipment: 7.5 01 0 0"/u Labor Escalation: 0-00 Subcontract: 7.500ONe Labor Tax: 0,00 Job: Direct Job Costs(.1.4111k): 314.90 MISCELLANEOUS Avg., Lbr. Rate (Cost): d 3 1.25 Prime Cost, 18,196.98 Avg. Lbr. Rate (Bid): 137-81 Overhead (Avq. 5,001%)2 9r09-85 Total Square Feet!: I.00 Net Cost: 19,110&83 Cost Per Sq. Ft.: 22,349.05 Labor$ Per Sq. Ft.: 14,116,22 Profit(Avq.,. !).0(1%o): 955.34 Labor Hrs Per Sq. Ft.: 01.2.91 Job Tax: 1,504,66 Quantity of Units: 1 00 Bond(3,500011/6)2 782.22 Cost Per Unit: 22,349.05 Lump Sum: 0.00 Calc.Adjustment: Selling Price: Floi rJci Ele(1 1i P[Iono� i'0 WvtA: Cold A ollw'i I e Flzlge I of 4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- 11.14.25 - Car Rental Revision(s) 16 Dec 2025 10:21AM LABOR ADJUST ESTIMATED HOURS ELECTRICAL MACHINE I,OVV Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor Class 8 Labor Class 9 Labor Class QPFRATQ9 VnITArF REGULAR 112.93 OVERTIME -- SHIFr-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 11193 LOSS LBR AD]: -- CALCULATED HIRS REGULAR 112.93 OVERTIME -- SHIFT-2 SHIFT-3 DOUBLE TIME -- TOTAL AD3 LABOR: 1 112.931 ITOTAL ADJUSTED LABOR HOURS: 112.93 DIRECT LABOR Labor Class Job Description Labor Type Cre Rate Man IHoursi Extension ELECTRICAL FOREMEN (WORKING) REGULAR 1 $1 25,00 56,471 $7,058.11 JOURNEYMEN REGULAR 1 $125.00 56.47 $7,058.11 AVERAGE DIRECT LABOR RATE: $=00 TOTAL DIRECT LABOR: $14,116.221 INDIRECT LABOR Labor Description I Hours l Rage l Ext$ ITOTAL INDIRECT LABOR: $mo DIRECT LABOR TOTAL: 14,116.22 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION: 0.00 LABOR$ADJUSTMENT: 0.00 LABOR TAX: 0,00 ILABOR TOTAL: $14,116,22 MATERIAL: 3,503.13 MATERIAL ESCALATION: 0.00 MATERIAL ADJUSTMENT: 0.00 MATERIAL TAX: 262,73 ,MATERIAL TOTAL: $3,765,87 QUOTES Component Ivendor I Amount Floi,kJr,,L Eh,,ctric. Inc, 905 Uvejr s Highway Plhc�rw K y VV,� t, L 3�04(; Vfnlb. old F)age 2 cJ4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA - 11.14.25 - Car Rental Revision(s) 16 Dec 2025 10-.21AM QUOTED MATERIAL: 0.DC ADJUSTMENT: 0,00 QUOTE TAX: 0.0O QUOTED(MATERIAL TOTAL: $0.00 SURCOMTRACTS Component Ivendlor I Amount SUBCONTRACTS: W)() ADJUSTMENT: 0.DC SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIPMENT Component Ivendlor I Amount EQUIPMENT: 0,00 ADJUSTMENT: 0,00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL: $0.010 DIRECT JOB COSTS Description Dollars EQUIPMENT DEPRECIATION 141.16 TOOLS EXPENDABLE 141.16 TEMP LIGHT (SQ Fr) 30.00 ,PERMIT FEE 0.301 DIRECT JOB COSTS: 314.90 ADJUSTMENT: 0,00 TOTAL DIRECT JOB COSTS, $314.90 JOB COST w/NO OVERHEAD: $18,196.98 OVERHEAD MATERIAL OVERHEAD:(5% markup) 188,29 QUOTES OVERHEAD,:(5% markup) 0,00 LABOR OVERHEAD:(5% markup) /05.81 SUBCONTRACTS OVERHEAD:(5% markup) 0,00 EQUIPMENT OVERHEAD:(5% markup) 0.00 DIC OVERHEAD:(5% markup) 15 74 TOTAL OVERHEAD: $909.85 JOB COST w/OVERHEAD: $19,106.83 Floi irdw9 Keys Ele(11P�( 1i 9101� 1�fighwcvy phono� ,,0 Welb. Cold A"okwal" Flzlge 3 c)f 4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA - 11.14.25 - Car Rental Revision(s) 16 Dec 2025 10-.21AM PROFIT MATERIAL PROFIT:(5% markup) 197.71 QUOTES PROFIT:(5% markup) 0.010 LABOR PROFIT:(5%, markup) 741.10 SUBCONTRACTS PROFIT:(5,% markup) 0.00 EQUIPMENT PROFIT:(5% markup) 0.010 DJC PROFIT:(5% markup) 16�53 ITOTAL PROFIT: $:9:5 5.3=4 MISCELLANEOUS JOB TAX: 1,504.66 BOND: 782,22 IMISCELLANEOUS TOTAL: $2,285•8fl LUMP SUM LUMP SUM 1; 0.00 LUMP SUM 2: 0,00 LUMP SUM 3: 0.00 ILUMP SUM 4: 0,001 LUMP SUM TOTAL: =$O 0 0 I BID TOTAL: $22,349.051 Floi rdci Keys Ele(11P 1i 9101� Hlghwcvy phono� ,,0 Welb. Cold A"okwal" Flzlge 4 c)f 4 ° 1 S1N3W3h0!IdWI�VNIWb31 8 V 3SFJf10ONOO o. cca t 3 _ iHOdHlV WNOUVNa31Nl 1S3M A3Ji _ °o a w W m - id3fOtld 8 LL 0 W — T _ 01706S]A'3SeM AE)>j'PNS llanasooa S L64S xi y a 3 ¢W NOIlMAV�O 1N3WlaVd3411Nf10O 30dNOW ss L W dn� o _g LLF P° a¢ O } O - w Q l e a a, 1 . i K hm t e o 0 O v� Vad a G — ,o g 9 c 4x z r Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #181 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #181 : WE - RFI #659 MTS for Portable Generator TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 181 /0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/5/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $15,601.94 POTENTIAL CHANGE ORDER TITLE: FKE-RFI#659 MTS for Portable Generator CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#348-FKE-RFI#659 MTS for Portable Generator FKE-RFI#659 MTS for Portable Generator This change order was created from RFI#659 because the original drawings did not show a connection box with cam locks,conduit,or cabling required for connecting a roll-up generator. During review, it was determined that the MTS shown on Drawing EP602 would not allow for an easy or safe connection for a temporary generator at the suggested location.The Airport requested that a new connection box with cam locks be provided and that conduit and cable be extended from the MTS to this box.This additional equipment and installation were not included in the original scope, resulting in added work for the electrician. ATTACHMENTS: RFI#659.1 -MTS for Portable Generator.pdf, _RFI#659-MTS for Portable Generator-Takeoff.pdf, RFI#659-MTS for Portable Generator-Bid Summary.pdf # I Budget Code Description Amount 1 26-00.10.10.S Electrical.Subcontractor FKE-RFI#659 MTS for Portable Generator $14,183.58 2 1 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,418.36 Grand Total: $15,601.94 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/25/2026 1 14:59:17 EDT 3/25/2026 1 16:21:54 EDT 3/12/2026 1 17:04:49 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/11/2026 07:40 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Job TD: JOB-2092 Project: KWIA - RFI #659 - MTS for Portable Generator ®ELECTRIONC,, P MRM EiECRALCORMC'1OR Bid Summary Report Vendor:TARGET Labor Level: CONLST 16 Feb 2026 9:01:12 Tax Rate status: Default Bid Name: FL KEYS ELECTRIC Bid Template: FLORIDA KEYS ELECTRIC, INC. Drawing Phase I Quote$ Material$ Equip$ 5ubCon$ Labor Hrs FEEDERS 0.00 1,649.69 0.00 0.00 25.33 ..... .. . . .......... EN.ERA f.QR: :13.. :'::';:'::::::: 0:::;>:::. ";';:s;:;:'t<;';:i :' 0;:::::''i:' i; >: :::: 0. Sheet Totals:1 5,250.00 1,649.69 0.00 0.00 29.95 Tax:1 393.75 123.731 0.00 0.00 Bid Notes: :::' Sub Total (Quo/Mat/Equip/Sub): 6,899,69:'.`:::;: :;';`:: TAX RATES Sales Tax' 517.48 ;';:::: ii` Material- 7.5000% Sub Total 7,417.17 7,417.17 Quote: 7,5000% Direct Labor$: 3,743.18 Labor: 7.5000% Indirect Labor$: 0.00 Equipment: 7,5000% Labor Escalation: 0.00 Subcontract; 7.50000/a Labor Tax: 280.74 Job., 7.5000% Direct job Costs{0.760lo): 107.44 MISCELLANEOUS ANEOUS _ _ Avg. Lbr. Rate (Cost): 141.09 Prime Cost: 11,548.52 Avg. Lbr. Bate (Bid): i48.15 Overhead {Avq. 5.00%): 577.43 Total Square Feet: 1.00 Net Cost: 12.,125"94 Cost Per Sq. Ft.- 14,183.58 7777777 3,74118 0 606.30 Labor$Per Sq. Ft.: ..........._.. Profit{Avg. S.Dfl Io): Labor Hrs Per Sq. Ft.: 29.95 job Tax: 954.92 Quantity of Units: 1.00 Bond(3.5000%); 496.43 Cost Per Unit: 14,183.58 Lump Sum: 0.00 Calc.Adjustment: 0.00%, Selling Price: 14,183.58 Key:: [k----- n i.n.. `.9 ii_ iiVi=rseac j"in -""?'v Ph FSYte: i0`_;.2Q 6.=i ii2B K '.' r Z l jE,'15: :yi'.•'d i.i� ' c;:.?r (.i I. Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- RFI #659 - MTS for Poitab,le Generator 16 Feb 2026 9:01AM LABOR ADJUST ELECTFUCAL MACHINE Low LaBor Class 4 Labor C. 5 LabcrClasS6 La.cr ass La ior ass La r ass tabor Cliass ESTIMATED HOURS REGULAR 2995 OVERI IME -- SHIFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 2995 LOSS LBR ADJ: -- CALCULATED HRS REGULAR 2995 OVERTIME -- s"in-2 SHIFT-3 DOUBLE TIME -- ITOTAL ZI LABOR: 1 29 95 mm mm ITOTAL ADJUSTED:LABOR HOURS: =2995 DIRECT LABOR Labor Class Job Description Labor Type I Crew l Rarer l Man Hours i Extension ELECTRICAL. FOREMEN(WORKING) REGULAR 1 $12500 14971 $1,871 59 JOURNEYMEN REGULAR 1 1 $125001 1497 $1,871 59 AVERAGE DIRECT LABOR RATE. $=00 [TOTAL DIRECT LABOR; $3,743 18 INDIRECT LABOR Labor Description I Hours l Rate I E;� ITOTAL INDIRECT LABOR: $000 DIRECT LABOR TOTAL: 3,74318 INDIRECT LABOR TOTAL: 0100 LABOR ESCALAT LION: 0100 LABOR$ADJUSTMENT: 000 LABOR TAX: 28074 jLABOR TOTAL: $4,02391 MATERIAL'. 1,64969 MATERIAL ESCALATION: 000 MATERIAL ADJUSTMENT: 000 MATERIAL TAX: 123 7'3 ,MATERIAL TOTAL: $1,77342 QUOTES Component lVendor Arnount EMERGENCY GENERATOR 5,250.00 907' 11 t.� 3310410 "vor If 'Paigie 2 cif 4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- RF1 #659- MTS for Portable Generator 16 Feb 2026 9:01AM QUOTED MATERIAL: 5,25000 ADJUSTMENI: 000 QUOTE TAX: 393 75 QUOTED MATERIAL TOTAL: $5,64375 SUBCONTRACTS Component .............. lVendor Amount SUBCONTRACTS: 000 ADJUSTMENT: 000 SUBCONTRACT TAX-. 000 SUBCONTRACTS TOTAL: $000 EOUIPM NT Component ::]:Vendor Amount EQUIPMENT: 000 ADJUSTMENT: 000 EQUIPMENT TAX: 000 EQUIPMENT TOTAL: $000 DIRECT JOB COSTS Des,cription Dolla EQUIPMENT DEPRECIATION 3743 TOOLS EXPENDABLE 3743 TEMP LIGHTS FT) 3000 PERMIT FEE 0 30J DIRECT JOB COSTS: 107 oW ADJUSTMENT: 000 TOTAL DIRECT JOB COSTS, $10744 308 COST w/N0 OVERHEAD: $11,548.52 OVERHEAD MATERIAL OVERHEAD:(% markup) 88,67 QUOTES OVERHEAD:(511/6 rnark,up) 282 119 LABOR OVERHEAD:(511% rnarkup) 201 20 SUBCONTRACTS OVERIIEAD:(511/o markup) 000 EQUIPMENT OVERliEAD:i(511/a markup) 000 DIC OVERH FAD:(5% markup) 5 37 TOTAL OVERHEAD: $57743 3013 COST wjOVERHEAD: $12j25.94 Icirloa Kcy�-. 1,"h,,%1dc 907 11,11 k"i '""ry 1111"'111-sI 11:91'' Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- RFI #6 a9 - MTS for Parta'ble Generator 1.6 Fels 2026. 9:0:1A,M PRQFI'T MATERIAL PROFIT.(5910 niarku ) 93 10 QUOTES PROFIT.(5% rnarkup) 2.96 9 LABOR PROFI .(5°lb inarkuP) 211 26, SUBCONTRACTS PROFIT;(5'% Markup) 0 00 EQUIPMENT PR FIT:(5% markup) 0 00' DJC PROFIT:(5% rnarkup) 564 TOTAL PROFIT: $606 '30 MISCELLANEOUS a'GB TAX. 95492 BOND: 496 43 F ISCELLYANEOU ,TOTAL: (LUMP SUM LUMP SUM 1: 000 LUMP SUM 2: 0 00 LUMP SUM ;: 000 LUMP SUM 4 000 LUMP"SUM TOTAL: 0 00 BID TOTAL: $ 4,�8 $ ��;�l a .i tiYe'1u"�f" �u"i u u,a o�.:;�., r it� 11�C,,. i"�,aE ✓�, i 3�. n."�ir!�ii�"1 �uP°uw�."w'� m"x"i Bpi."'f � 14^r"i:V"'llld,r d..?�'�"; 4 62 0 � 0 m (N 1:0 0 V) 0 0 0 0000 " C40M 0 0 0 0 r, CY m ID 0 00 OZOOO �Dltr M m LA 61 z LLA I- -qC le Ka 5-3 (Ni OD 0 Z 0 0 0 0 0 0 0 0 Q 0 �4 14 0 LA m C, 0 ID 0 0 0 0 C> 0 0 0 0 0 0 C) O' 0 0 0 0 0 0 0 0 0 C> 0 0 0 0 41 0 r" Ln C� OD �t N 0 Cr 0 �4 0 0 14 N N �4 N 0 Q go m Lntl- -,r 00 r- �� O CIO 0 0 C� ka r- 0 N m 0 0 14, 0 C, IN 0 D m H N C% 0 r, 0, N W) C% 0 m �n 0 0 0) 0 0 C, Iz 14 "M 0 z z 0 0 cc => w 0 U) 0 z LLJ UJ cRnuj 17 U 0 �O Z !4 -1 0 u 0 0 ch z z U. u LU �le vc > C) < < LL 0 w u x 0 0 00 r- 00 0. CY) LLJ 00 ec OP + LU M1,y N 'D rn 4 Mi A �4 1-4 M W 4 14 A 0 Ul. N L L L LL 0 0 0 q VI 0 LaryLn I rq 0 N 0 0 0 C> 00 0 0 Q. 0 0 0 Z 4 N N N N N N (D < S LU _0 n > cr LU LU m 00 N rn 0 z 0 N LU m m kn m uj NI 0 m It N m r" 8 In 0) Ir E 8 0 0 0 O� 'd 0 N It A 0L) c 0iL CL L Q N hl L N p,1 RG� Ln IM J �Y° Rf ' 0% 99 Fi. ca di �I IC, ury� .0 CL �C`"III w 0 ww 17 ma G iILL Mw� r U Q LL 0 a r- c v 00 as rn w OP OD rn fA r4 ULn m ` CY m It In N rrl vmi a uj LU 0 a Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r r�o0 ub� , NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and mE Y m 1*01 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #659.1 : MTS for Portable Generator Revision 0 Status Open To Blair Dury(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Anthony Tsui(McFarland Johnson,Inc.) Charles Howe(McFarland Johnson,Inc.) Chris Perry(McFarland Johnson,Inc.) Christopher Kopec(McFarland Johnson,Inc.) Roberto Alavez(McFarland Johnson,Inc.) Date Initiated Jan 16,2026 Due Date Jan 23,2026 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number EP602 Reference Linked Drawings EP602 Received From Bryce Samartino(Florida Keys Electric Inc.) Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston (NV2A/Gulf Keystar JV), Gustavo Lazaro (NV2A/Gulf Keystar JV), Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Electrical Activity Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Friday,Jan 16, 2026 at 04:33 PM EST On Drawing EP602 one line diagram it shows an existing 750KW generator(Located in Electrical Room 218),as well as a new 480V 100A 4P MTS just down stream of the 750KW generator.There is no location dictated for this MTS on any of the drawings. Locating the MTS in the Electrical Room 218 with the existing 750KW Generator is the recommended location by the Airport. RFI#659 clarifies the purpose of the MTS is to be used for a roll up generator during maintenance of the permanent onsite generators.The MTS is not equipped with cam locks/connection accommodations for a roll up generator. The recommended location of the MTS will not allow for ease of connection and may cause safety and security issues(running cables through doorways, hallways etc..). Airport suggested that FKE should provide a New connection box with cam locks for a roll up generator. Extending conduit and cable from the MTS to the connection box. Please confirm/approve the location of the MTS as suggested by the Airport. Please advise if a new connection box,conduit and cable will be approved and where to locate a connection box that will allow ease of use of a roll up generator if accepted. Awaiting an Official Response All Replies Response from Blair Dury McFarland Johnson,Inc.on Friday,Jan 30, 2026 at 10:19 AM EST MTS location in existing generator room is acceptable.Coordinate exact location in field. See attached for connection box location per Chris Hawks. Attachments Chris Hawks Mark-up for Cam Lock Quick Connection Box for Temp Generator.pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 30,2026 03:48 PM EST Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Hawks-Chris From: Hawks-Chris. Sent: Wedrwslay,January 28, 2026 2M PM o: Ilawk:s-C:hc's Subject: I'ap box locafion ��°�� I� ➢�Iq °r ri�r4p� rD I �k< IYY w , V ����� %;. ��� i,i lid �"UG/ II�Y i II�I�I����wI�VII�IYYVIr Iryr�uull FAR Sent w "I Sent from my Phone Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Hawks-Chris From: Flawks,,Chris Sent: Wedriesday, Jarwary 28, 2026 2:48 PM To: Hawks-Chris Subject: Tap box location OW/1" OWE Sent from my i Phone Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #182 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #182: FKE - RFI #661 Walk-In Cooler TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 182/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/6/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $5,875.14 POTENTIAL CHANGE ORDER TITLE: FKE-RFI#661 Walk-In Cooler CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#349-FKE-RFI#661 Walk-In Cooler FKE-RFI#661 Walk-In Cooler This change order is for the electrical scope of work included in installing the walk-in cooler in inspection room 141 as per RFI#661.This includes the work required to provide final electrical connections from the building services to the equipment, including both high-voltage and low-voltage systems. It also includes all wiring between equipment components such as cooler and freezer condensing units, evaporators,door lights and heaters,pressure relief valves,and surface lights. ATTACHMENTS: KWIA-Walkln Cooler Quote-.pdf,_KWIA RFI 661 Response(1).pdf, _RFI#661 -Walk In Cooler-Bid Summarypdf,_RFI#661 -Walk In Cooler- Takeoff.pdf # Budget Code Description Amount 1 26-00.10.10.S Electrical.Subcontractor FKE-RFI#661 Walk-In Cooler $5,341.04 2 99-99.99.66.XProcore OH&P.Burden Prime Contract Markup $534.10 99-99•99•66•0 Grand Total: $5,875.14 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 3/25/2026 1 14:59:56 EDT 3/25/2026 1 16:20:59 EDT 3/12/2026 1 17:04:05 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/11/2026 07:45 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Job ID: JOB-2067 Project: RFI #661 -Walk In Cooler MWO r AN �t4i�1DA[lEYS iN go®ELECTRIONC, PRFk�£R ELEC]RICdLCONIRACI4R Bid Summary Report Vendor:TARGET Labor Level: CONEST 13 Feb 2026 11:18:57 Tax Rate status: Default Bid dame: FL KEYS ELECTRIC Bid Template: FLORIDA KEYS ELECTRIC, INC. Drawing Phase I Quote$ Material$ Equip$ SubCon$ Labor Hrs FIXTURES 0.00 13.68 0.00 0.00 1.40 BRANCH 0.00 300.50 0.00 0.00 14.64 ; ' ;i;; `:8;3 ❑ISTRIBUTION EQUIPMENT 0.00 400.00 0.00 0.00 2.09 Sheet Totals: 0.00 779.02 0.00 0.00 27.28 Tax: 0.001 58.43 0.00 0,00 Bid Notes: Sub Total (Quo/Mat/Equip/Sub): 779.02 ; TAX RATE 5 _ Sales Tax` 58.43 >;;: `;;':;`';<:`::s:.:,, :;' Material: 7.5000°/o Sub Total- 837.45 837.45 Quote: 7.5000% Direct Labor$: 3,410,53 Labor: 0.0000% Indirect labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7.5000% Labor Tax: 0.00 Job: 7.5000% Direct Job Costs(1.89%): 100.78 MISCELLANEOUS Avg. Lbr. Rate{Cost}: 131.25 Prime Cost: 4,348.76 Avg. Lbr. Rate(Bid): 137.81 Overhead (Avq. 5.00%): 217.44 Total Square Feet: 1.00 Net Cost: 4,566,20 Cost Per Sq. Ft.: 5,341.04 MINOM Labor$Per 5q. Ft.: 3,410.53 a 228.31 Profit{Avq. 5.0[3 lo]: Labor Hrs Per Sq. Ft.: 27.28 Job Tax: 359.59 Quantity of Units: 1.00 Bond(3.5000%): 186.94 Cost Per Unit: 5341,04 Lump Sum: 0.00 Calc. Adjustment: 0.00% Selling Price: 5,341.a4 s. ,-i isc? iC :y'�. i i•"�.�t'� .�' 9ti_ Ove!S-a: ; "'rly Phone. 30 .r.96.402 3 i� ..... i - =.�•`i4C} �«�fE.'15: :y1',....1:.PCs=y5I-1r�t?-......... ac]e I of 4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: RFI #661 - Walk In Cooler 13 Feb 2026 11:18AM LABOR ADJUST ELELTFUCAL MACHINE Low LaBor Class 4 Labor C. 5 LabcrClasS6 La.cr ass La ior ass La r ass tabor Cliass ESTIMATED HOURS REGULAR 2728 OVERI IME -- SHIFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 2728 LOSS LBR ADJ: -- CALCULATED HRS REGULAR 2728 OVERTIME -- s"in-2 SHIFT-3 DOUBLE TIME -- ITOTAL ZI LABOR: 1 27281 1 ITOTAL ADJUSTED:LABOR HOURS: =2728 DIRECT LABOR Labor Class Job Description Labor Type I Crew l Rarer l Man Hours i Extension ELECTRICAL. FOREMEN(WORKING) REGULAR 1 $12500 13641 $1,70577 JOURNEYMEN REGULAR 1 1 $125001 13 64 $'1,705 27 AVERAGE DIRECT LABOR RATE. $=00 [TOTAL DIRECT LABOR; $3,410 53 INDIRECT LABOR Labor Description I Hours l Rate I E;� ITOTAL INDIRECT LABOR: $000 DIRECT LABOR TOTAL: 3,41053 INDIRECT LABOR TOTAL: 0100 LABOR ESCALATION!: 0100 LABOR$ADJUSTMENT: 000 LABOR TAX: 000 jLABOR TOTAL: $3,41053 MATERIAL'. 7'79 02 MATERIAL ESCALATION: 000 MATERIAL ADJUSTMENT: 000 MATERIAL TAX: 5843 ,MATERIAL TOTAL: $8'37 45 QUOTES Component: lVendor Arnount 907' 11 t.� 3310410 "vor If 'Paigie 2 cif 4 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: RFI #661 - Walk In Cooler 13 Feb 2026 11:ISAM QUOTED MATERIAL: 000 ADJUSTMENT: 000 QU01 E TAX: 000 QUOTED MATERIAL TOTAL: $000 SUBCONTRACTS Component .............. lVendor Amount SUBCONTRACTS: 000 ADJUSTMENT: 000 SUBCONTRACT TAX-. 000 SUBCONTRACTS TOTAL: $000 EOUIPM NT Component ::]:Vendor Amount EQUIPMENT: 000 ADJUSTMENT: 000 EQUIPMENT TAX: 000 EQUIPMENT TOTAL: $000 DIRECT JOB COSTS Des,cription Dolla EQUIPMENT DEPRECIATION 34 ii TOOLS EXPENDABLE 34 11 TEMP LIGHTS FT) 3000 PERMIT FEE 0 30J DIRECT JOB COSTS: 10078 ADJUSTMENT: 000 TOTAL DIRECT JOB COSTS, $100 78 308 COST w/N0 OVERHEAD: *4,348.76 OVERHEAD MATERIAL OVERHEAD:(% ma rkup) 4187 QUOTES OVERHEAD:(511/6 rnark,up) 000 LABOR OVERHEAD:(511% markup) 17053 SUBCONTRACTS OVERIIEAD:(511/o markup) 000 EQUIPMENT OVERliEAD:i(511/a markup) 000 DIC OVERH FAD:(5% markup) 5041 TOTAL OVERHEAD: $21744 JOB COST wjOVERHEAD: *4,566.210 Icirloa Kcy�-. 1,"h,,%1dc 907 11,11 k"i '""ry 1111"'111-sI 11:91'' Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid! Summary Sheet: RFI #661. - Walk In Cooler 13 Feb 2026 11:18AM PROFIT MATERIAL PROFIT:(5% niarku ) 4397 QUOTES PROFIT.(5°Io rnarkup) 0 00' LABOR PP FIT:(5°lb inarkup) 17 5 SUBCONTRACTS PROFIT;(5'% Markup) 0 00 EQUIPMENT PR FIT:(S% markup) 0 00' DJC PROFIT:(5% markup) 5291 TOTAL PROFIT: MISCELLANEOUS JOB TAX. 35959 BOND: 18694 F« IS ELLYANiEOU TOTAL: u46 S2 (LUMP SUM LUMP SUM 1. 000 LUMP SUM 2: 0 00 LUMP SUM 3: 000 LUMP SUM 4 000 LUMP"SUM TOTAL: 0 00 BID TOTAL: $sa i c � � f � ��;�l a .i rPll� «u u1': �°a":`:P�� V"��", �u"i u u,a o�.:;�., r it� I��C,,. i"�,aE ✓�, i 3�. n."�ir!�ii�"� �uP°uw�."w'� m"x"i Bpi."'f � 14^r"i:V"'llld,r d..?�'�"; 4 62 0 (1) rrl 0 0 0 W t 4 say m ";!! C ;7 0 04 0 0 A A e_, M 44J sir LL.! L"L.au W4 5-3 704 0 eml ell a to e_7 q e_7 j 0 Ol C) 0 eml C� ul Q go W4 1 m im m Cn 14 N N srti r, Z m C Wl W 0 di 0 sly u ,.? 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V) 0 u u u L U z 0 U 0 Q z U LL Lu z 0 y z z U z Z 0 u X < z UJ Vq Z LU 04 Z UJ z > th w z z Lu w w .2 a Lu Ln 'j, uj z zw Lzu .4 'K u Lu -i C LL� 04 , LU LLJ c W — M X x X LLJ ui z - v z 5� w Lu w w uj W Li u LIJ -j LU 1. U j 00 Lp. oc, rn LLI OP C) wbi L4 17 (A n'4 s-4 w4 r4 00 Ln V) r4 V) It CD M -1 -4 Ln Ir (ri M H H LO) 11' 00 M N --q N o N N 0 0 00 N(D> LU m Lf) v w m 0 W m Ln w iM m Ln V) 14 M It. R tz N E �n 0 ' 88) 0 N rl- IN �4 m N rl- 4 r, W) kn kn T 77 :3 e, L) 0 IL IL t1� KW cll cry c'c -a = 0 m, r" qp 0 Ln 0 ou OD wY p, IN Fi. QQ 0 ce n as7 z z 17 E A 0 0 � x L im .4 a G1 00 Cf S!1 v w 0) rn W r N O co C.)rn OP A 7 ry ea U VU a 00 � m � e U a ' +" $ n LU c ;R a, U 0 F- Docusign Envelope ID:LHCIE Quote 11/17/2025 FOODS ERVICETo: Project: From: Gulf Building KEY WEST AIRPORT-TERMINAL WALK-IN Lace Foodservice Kellen Donnelly COOLER Luis C. Fernandez 954-873-1779 (Cell) 10490 NW 26 Street KellenD@gulfbuilding.com Miami, FL 33172 305-513-5223 (Contact) 305-513-5229 (Fax) luis@lacefoodservice.com Note: The following proposal is based on the Starbucks cooler/freezer in the new terminal Item Qty Description Sell Sell Total IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI 1 1 ea WALK-IN COOLER/FREEZER Kolpak Model No. CUSTOM Walk-in cooler/freezer with refrigeration systems. Shop drawings will be submitted for approval. 1 ea Compressor warranty-5 years (parts only) 2 1 ea LACE Foodservice Model No.WALKIN-INST SEE END NOTES Merchandise Freight Installation Tax 7.5% Total Walk-in Coolers/Freezers and Remote Refrigeration Equines • LACE will erect the walk-in assemblies, provide and install all refrigeration lines from the walk-in's to the respective refrigeration systems, charge and start-up all systems. • The condensing unit will be installed outside the space on the exterior wall using NOA aluminum wall brackets • LACE will install all surface mounted light fixtures to be interconnected by the electrician. • A 50% deposit will be required upon contract issuance. Balance of equipment amount due upon shipment from factory. Installation to be paid upon equipment start- up/commissioning. KEY WEST AIRPORT-TERMINAL WALK-IN COOLER Gulf Building Page 1 of 3 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC LHCIE FOODSERVICE Typical Electrical Contractor (EC) scope: • EC to provide all final connections to equipment from/to building services, high voltage and low voltage. EC shall also make any interconnections between equipment components such as cooler/freezer condensing units, high-voltage control wiring between freezer condensor and freezer evaporator, cooler evaporator, door lights/heaters/PRV, surface lights, etc. • EC shall provide all other materials for a proper and complete installation. Typical Plumbing Contractor (PC) scopem. • PC to provide all final connections to equipment including condensate drains for cooler and freezer evaporators. PC shall use copper piping and 5/8" shallow unistrut. LACE will provide and install the freezer drain line heat tape & insulation. LACE Installation Scope Exclusions: • All electrical ( high voltage and low voltage), condensate drains, and connections/interconnections to all equipment • Any electrical/plumbing/components required for equipment installation unless they are part of the factory provided standard equipment and/or specifically specified or listed in the LACE proposal. • Condensate drain line for walk-in coolers/freezers (LACE will provide/install the freezer drain heater) • Removal/Replacement of any obstructions for equipment or mechanical installations • Structural work • Glazing work • Painting • GPR • Fire-rated shafts/enclosures • Tile/epoxy work • Enclosures above walk-in's up to ceiling grid height • Roofing • Concrete coring or any other slab/wall/roof penetrations • Water and/or vapor proofing • Roof/wall/floor penetrations/openings • Dumpster for equipment crating disposal • Union labor • P&P Bonds KEY WEST AIRPORT-TERMINAL WALK-IN COOLER Gulf Building Page 2 of 3 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC LHCIE FOODSERVICE • Crane/Lull for loading equipment to floors other than ground floor. • MOT permits/costs • Warehouse/storage fees KEY WEST AIRPORT-TERMINAL WALK-IN COOLER Gulf Building Page 3 of 3 Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r r�o0 ub� , NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and mE Y m 1*01 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #661 : Walk In Cooler Revision 0 Status Closed on 01/21/26 To Christopher Kopec(McFarland Johnson,Inc.) From Hampton Shaw(NV2A/Gulf Keystar JV) Mirely Mercader(Mead&Hunt) Blair Dury(McFarland Johnson,Inc.) Charles Howe(McFarland Johnson,Inc.) Chris Moore(Mead &Hunt) Chris Perry(McFarland Johnson,Inc.) Dan Torres(McFarland Johnson,Inc.) Joe Cruz(Mead&Hunt) Michael Martin(McFarland Johnson,Inc.) Devin Shapley(McFarland Johnson,Inc.) Roberto Alavez(McFarland Johnson,Inc.) Tonya Wood(Mead&Hunt) Genae Sweet(Mead&Hunt) Anthony Tsui(McFarland Johnson,Inc.) Mike Eckhardt(McFarland Johnson,Inc.) Date Initiated Jan 7,2026 Due Date Jan 14,2026 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston (NV2A/Gulf Keystar JV), Gustavo Lazaro (NV2A/Gulf Keystar JV), Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Electrical Activity Question Question from Hampton Shaw NV2A/Gulf Keystar JV on Wednesday, Jan 7, 2026 at 01:53 PM EST Please advise on the installation requirements for the walk-in refrigerator in room 141, including where the condensate drain line should be routed,where power should be pulled from(panel and circuit),and any other electrical or plumbing requirements for the unit. Please also advise whether any slab preparation is required prior to setting the unit and whether fire sprinkler protection is required inside the walk-in refrigerator.We are working on obtaining a proposal that includes all required work in one package and need this information to proceed. Attachments KWIA RFI 661 Attachment.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Jan 21,2026 04:55 PM EST Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC RFI#661-Walk In Cooler Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Official Response Response from Mike Eckhardt McFarland Johnson,Inc.on Wednesday, Jan 21, 2026 at 1138 AM EST Attached is P111 E-Rev 4 with notes for condensate drainage. Attachments P111 E-Rev 4.pdf Official Response Response from Devin Shapley McFarland Johnson,Inc.on Thursday,Jan 15, 2026 at 03:04 PM EST Provide dry type sprinklers in walk-in refrigerator. Refer to attached revised F111 E. Attachments RFI 661 -F111 E.pdf Official Response Response from Blair Dury McFarland Johnson,Inc.on Thursday,Jan 15,2026 at 11:31 AM EST See attached for electrical circuits. 120V feed shall be shared for both freezer and cooler 120V misc.loads including lights& freezer door heater. Coordinate exact location and terminations in field.Omit circuits previously shown for Cold Storage room 142(which the walk-ins will replace). Attachments EP111 E-Insp. 141 Freezer-Cooler Power.pdf Official Response Response from Genae Sweet Mead&Hunt on Thursday,Jan 15,2026 at 10:17 AM EST Response(Answered)from:Mirely Mercader Rosas Remarks:ARCHITECTURAL RESPONSE: UNIT TO BE INSTALLED FOLLOWING MANUFACTURER INSTALLATION MANUAL AND IN COMPLIANCE WITH MANUFACTURER REQUIREMENTS. ENSURE FLOOR SLAB IS LEVEL BEFORE INSTALLATION.THE SHOP DRAWINGS INDICATE THE UNIT FLOOR PENELS HAVE AN ALUMINUM SKIN WITH GALVALUME FINISH.TO AVOID GALVANIC ACTION FROM DIRECT CONTACT OF FLOOR PANEL AND SLAB,INSTALLATION OF ISOLATION COATING/BARRIER BETWEEN FACE OF FLOOR PANEL AND CONCRETE SLAB IS RECOMMENDED PRIOR TO SETTING THE COOLER/FREEZER UNIT.- MIRELY MERCADER 1/15/2026 Note: Please review the attached Transmittal PDF for the full formatted text Lran ments"ttal_RFI-661 (Responded and Closed).pdf,661 -_MH Response.pdf NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Jan 21,2026 04:55 PM EST # vsn ovou 331AU3SC30ID-4 3:)Tl :#umn -Xi4j& W- --Lffim w 095E ODW OOZL 51 1 dSOSOS R 45M 81.50 OSOOLIL06 CIL 46M x 81150 70704050SOS20P F-4 > d50SOSO50VOSIL06 Iz WTL X —————- CL 48.W X SIM g 907050405052 20P A n MT 4S.W z SIM -a LD L) yj dSOSOSOb0£ILO6 X SlM F.34.60 z 81.60 9070304050520P LL F-2 M6375837FIS0405050520 u dlll�Ol0'-.L 06 R�w.BIMF-1 '009"'U M.W y 81.50 INTERIOR I. 34.00 x 20.00 d506006 09 dSOVOOTBOB �L) SIM OOTZ w-zl NC 8 37, 0 UJI iiI IN. < LD 706590 50 7 659 505P W?50 P 2 W-6 6 75837DWlSOSOSO C5P D -1 7 148 3 7 D� 1 W iLL D < < UJI 22 �50 p 70659 7�659?505P� IN 6 W 6 6 5837DW 50505050P D -2 E E E el D-LIHM 035509N3-3iwmn-lv9— x cl x xx N z RH IM IMIR H PH RE "IEEE, 21 0 ... Ug R 11111HIHIHIl m-- M H l H H H I 2 2 H. ��-12 -E - !�gHypn-�Wq, UJ E z 1z, L x R El oz I o 2:1p SO r- N 0 zU ua z2 'u 2 9, z 2- z z -W-HUTH No -s om MGM:#a3Oa0 - FASN®tro££ N li`153/�a R3N .� snxso-eszm:#9NIM" smme'd laodaIYLs3MAD 3�I!®2J3 �()C�d 3��1 1_ lei v 1_ \g° 27 wpYWLL L do �~�o� o = G� rtEu 44 9 5 N U a3mg aY � a 77, .o g WWI Enj 'KES OsOe\ 0�0 n ~obi - _- a a Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r &Qo f 4 s��96'44 NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and 8,EVS"Ilrf 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #661 : Walk In Cooler Revision 0 Status Open To Anthony Tsui(McFarland Johnson,Inc.) From Hampton Shaw(NV2A/Gulf Keystar JV) Blair Dury(McFarland Johnson,Inc.) Charles Howe(McFarland Johnson,Inc.) Chris Moore(Mead&Hunt) Chris Perry(McFarland Johnson,Inc.) Christopher Kopec(McFarland Johnson,Inc.) Dan Torres(McFarland Johnson,Inc.) Devin Shapley(McFarland Johnson,Inc.) Genae Sweet(Mead&Hunt) Joe Cruz(Mead&Hunt) Michael Martin(McFarland Johnson,Inc.) Mirely Mercader(Mead&Hunt) Roberto Alavez(McFarland Johnson,Inc.) Tang Fang(Mead&Hunt) Tonya Wood(Mead&Hunt) Date Initiated Jan 7,2026 Due Date Jan 14,2026 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston (NV2A/Gulf Keystar JV),Gustavo Lazaro (NV2A/Gulf Keystar JV),Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Electrical Activity Question Question from Hampton Shaw NV2A/Gulf Keystar JV on Wednesday,Jan 7, 2026 at 01:53 PM EST Please advise on the installation requirements for the walk-in refrigerator in room 141, including where the condensate drain line should be routed,where power should be pulled from(panel and circuit),and any other electrical or plumbing requirements for the unit.Please also advise whether any slab preparation is required prior to setting the unit and whether fire sprinkler protection is required inside the walk-in refrigerator.We are working on obtaining a proposal that includes all required work in one package and need this information to proceed. Attachments KWIA RFI 661 Attachment.pdf ARCHITECTURAL RESPONSE: UNIT TO BE INSTALLED FOLLOWING MANUFACTURER INSTALLATION MANUAL AND IN COMPLIANCE WITH MANUFACTURER REQUIREMENTS. 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Ug R 11111HIHIHIl m-- M H l H H H I 2 2 H. ��-12 -E - !�gHypn-�Wq, UJ E z 1z, L x R El oz I o 2:1p SO r- N 0 zU ua z2 'u 2 9, z 2- z z -W-HUTH No -s om MGM:#a3Oa0 - FASN®tro££ N li`153/�a R3N .� snxso-eszm:#9NIM" smme'd laodaIYLs3MAD 3�I!®2J3 �()C�d 3��1 1_ lei v 1_ \g° 27 wpYWLL L do �~�o� o = G� rtEu 44 9 5 N U a3mg aY � a 77, .o g WWI Enj 'KES OsOe\ 0�0 n ~obi - _- a a Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #185 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #185: FKE - Door 100 Power Revisions per RFI 640 TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 185/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 2/16/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $1,833.49 POTENTIAL CHANGE ORDER TITLE: FKE-Door 100 Power Revisions per RFI 640 CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE#346-FKE-Door 100 Power Revisions per RFI 640 FKE-Door 100 Power Revisions per RFI 640 This change order is for the electrical changes regarding door 100 as per RFI 640.Backups are attached. ATTACHMENTS: RFI 640-Door 100 power revisions.pdf, _KWA RFI 640 Attachment.pdf, KWIA_RFI 640-Bid Summary(1).pdf # Budget Code Description Amount 1 26-00.10.10.S Electrical.Subcontractor FKE-Door 100 Power Revisions per RFI 640 $1,666.81 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $166.68 Grand Total: $1,833.49 NV2A/Gulf Keystar JV Page 1 of 2 Printed On:3/11/2026 08:09 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #185 NV K I KSYST*R Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/1/2026 1 11:16:56 EDT 4/2/2026 1 17:24:42 EDT 3/12/2026 1 17:01:47 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:3/11/2026 08:09 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Job 111k JOB-2040 Project: KWIA- RFI 640 Bid Summary Report Vendor TARGET Labor Level:CONIEST 5 Dec 2025 13:26:06 Tax Rate status: Default Bid Name: FL KEYS ELECTRIC Bid Template: FLORIDA KEYS ELECTRIC, INC. Drawing I Phase I Quote$1 Material Eqiuiip$1 SubCon$1 Labor HrS BRANCH 0.00, 220.72 0.00 0.00 8.53 1 Sheet Totals: 0.0011 2201.72 1� 0.00 0.00 8.53 Tax:1 0.001 16.551 01.00 -- 0,0101. Bid Notes: - Sub Total(Quo/Mat/Equip/Sub): 220.72 TAX ELATES Sales Tax: 16 55 237.27 Material 7.50001%1 Sub Total: 237.27 7.5000% 1,06,5.98: Quote: : Direct Labor$: Labor: Indirect Labor$: Equipment., :: 7.50001% Labor Escalation: 0.0 Subcontract: : 7.5000% Labor Tax: 0,100 Job: 7,5000j% Direct Job Costs(3�.23%),: 53-89 MISCELLAN�JEOU Avg. Lbr.Rate (Cost): 13L25 Prime Cost. 1,357.14 Avg. Lbr. Rate (Bid) 137-81 Overhead(Avc 5.00%): 67.86 1.010 1,425.00 Total Square Feet: Net Cost., Cost Per S4 Ft.: 1,66,5.81 Labor$Per Sq. Ft.: 1,065.98, Profit(Avg. 5.00%),: 71.25 Labor Hrs Per Sq. Ft.: 8�531 Job Tax: 112.22 Quantity of Units: 1.00 Bond(3.501001%): Cost Per Unit: 1,666MI Lump Sum: Ca:lc,Adjustment:6: a Selling Price. phionel Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA - RF1 640 5 Dec 2025 1:26PM LABOR ADJUST ESTIMATED HOURS ELECTRICAL MACHINE Low Labor Class I L,)bQr Class 5 Labor Class 6 Labor ass 7 Lalbgar C lass La r ass Libor Oass npFgATng ym TA%cF REGULAR 8.53 OVERTIME -- Still-T-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 8.53 LOSS LBR ADD* -- CALCULATED HRS REGULAR 8.53 OVERTIME -- SHIFT-2 SF1IFr-3 DOUBLE TIME -- TOTAL ADJ LABOR: 1 8.531 ITOTAL ADJUSTED LABOR HOURS: 8.53 DIRECT LABOR Labor Class Job Description Labor Type Crew Rate Man Houirs Extension ELECTRICAL FOREMEN (WORKING) REGULAR 1 $125,00 4.26 $532.T9 JOURNEY I:REGULAR 1 $125,00 4.261 $532.99 AVERAGE DIRECT LABOR RATE: $125=00 ITOTAL OIRECTLABOR: INDIRECT LABOR Labor Description I Hoursl Rats l ix-t—$ ITOTAL INDIRECT LABOR: $0m DIRECT LABOR TOTAL: 1,0165.98 INDIRECT LABOR TOTAL: 0.010 LABOR ESCALATION: 0.010 LABOR$ADJUSTMENT: 0.00, LABOR TAX: 0.00 ILABOR TOTAL: $1,065.98 MATERIAL 220.772 '. MATERIAL ESCALATION: 0.00 MATERIAL.ADJUSTMENT: 0.00 MATERIAL TAX: 16 55 IMATERIAL TOTAL: $237.27 QUOTES Component Ivendor I Amount jnY' -U,,`�,,�....... Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary Sheet: KWIA- RFI 6,40 5 Dec 2025 1:26PM QUOTED MATERIAL: 0.00 ADJUSTMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component [Vendor ........................................ Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.00 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIPMENT Component ::]:Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0,00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL: $0.00 DIRECT 308 COSTS DeSCription D011%j EQUIPMENT DEPRECIATION 10.66 TOOLS EXPENDABLE 10.66 TEMP LIGHT(SQ rT) 30.00 PERMIT FEE 0.320J DIRECT JOB COSTS: 53-89 ADJUSTMENT, 0.00 TOTAL DIRECT JOB COSTS: $53.89 JOB COST /NO OVERHEAD: $1,357.14 OVERHEAD MATERIAL OVERHEAD:(5% markup) 11.86 QUOTES OVERHEAD:(5% markup) 0.00 LABOR OVERHEAD:(511/o markup) 53-30 SUBCONTRACTS OVERHEAD:(5% markup) 0.00 EQUIPMENT OVERHEAD:(5% mar*up) 0.00 DJC OVERI,IEAD.(5% markup) 2.691 TOTAL OVERHEAD: $67.86 JOB COST w/OVERHEAD: *1,425.00 phicatel 30, FL 4, Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bid Summary ry Sheet: KWIA - RFI 640 5 Dec 2025. I:26PM PROFIT MATERIAL PROFIT:(501a m rkLr0) 12.45 QUOTES PROFIT:(511/'b rnarku ) 0.00 LABOR PROFIT:(°:I% markup) 55.96 SUBCONTRACTS PRorrT:(5% rnarkup) 0.00 EQUIPMENT NT PR FIT;(511lu markup) 0.00 DJC PROFIT.(5% markup) 2,8 TOTAL PROFIT- MISCELLANEOUS JOB TAX: 112.22. BOND:D: 5834 MISC'ELLANIIEOUIS TOTAL: I70.50 LUMP SUM LUMP SUM 1: 0.00 LUMP SUM 2: 0,00 LUMP SUM : 0.00 LUMP SUM 4: 0.00 LUMP SUM TOTAL:, 0.00 BID TOTAL: $1r5�f phurate Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r r�o0 ub� , NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and mE Y m 1*01 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #640: Power to Door #100 Revision 0 Status Closed on 11/21/25 To Anthony Tsui(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Chris Perry(McFarland Johnson,Inc.) Christopher Kopec(McFarland Johnson,Inc.) Charles Howe(McFarland Johnson,Inc.) Roberto Alavez(McFarland Johnson,Inc.) Blair Dury(McFarland Johnson,Inc.) Date Initiated Nov 19,2025 Due Date Nov 26,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston (NV2A/Gulf Keystar JV), Gustavo Lazaro (NV2A/Gulf Keystar JV), Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Electrical Activity Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Wednesday, Nov 19, 2025 at 08:51 AM EST Drawing EP111 E does not display any power to the exterior automatic door#100. Please advise whether this door will need a dedicated circuit or whether we may tie off to the existing power located around the door opening. Attachments KWIA RFI 640 Attachment.pdf Official Response Response from Blair Dury McFarland Johnson,Inc.on Friday,Nov 21, 2025 at 01:41 PM EST See attached drawing revisions for power for door 100. Attachments RFI 640-Door 100 power revisions.pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On: Mar 11,2026 08:15 PM EDT O �l oz LU LU J > w O J a d z z U0.z v z o W > a o � OC O a o l a _z oQ d � 0o Q a Z Q Of o Fy F-U w J O a zxo o ° c - "-o °0 Li LL W y '� 3 0� ,�O �v6 •�> i--i ��z a ,4 oFn���% z m o �� LU a •• mOa ¢ o ❑.n > 3;'05 ..5.,o aL�`y¢',°� ? 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ATTACHMENTS: Bella-COP 28-Block Sill at Exterior Wall.pdf , RFI#620 Damaged Jambs at CL EP-ER.pdf # Budget Code Description Amount 1 04-20.10.00.S CMU-Masonry.Subcontractor Bella-Bond Beam CMU Sill Installation $3,476.00 2 99-99.99.66. Procore OH&P.Burden Prime Contract Markup $347.60 99-99.99.66.0 Grand Total: $3,823.60 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/2/2026 1 08:11:34 EDT 4/2/2026 1 17:23:46 EDT 3/12/2026 1 16:53:22 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/12/2026 03:26 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bella Construction of Key West, Inc. CGC 1518284 35 Diamond dr., Key West,FL 33040 Office(305)292.9888 MichaeWconcretebella.com Change Order Proposal Date: February 11,2026 Reference: COP 28 To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Javier Ordieres Project Title: 1065-KWIA Terminal mail: Jordierese-NV2AGroup.com Javier, See below for our pricing to install one course of 8"thick CMU along the North exterior wall of the existing terminal in accordance with drawing S- 204 revision 15 which was provided via the response to RFI#620. Total COP: Eleven thousand three hundred sixty-one dollars--------------------------------------------------------------- $3,476 COP Scope Description: 1 #4 dowels will be installed into existing concrete substrate via epoxy adhesive at areas where new block sill is to be installed. 2 One course of 8"thick Bond-Beam CMU will be installed in accordance with details 4&8 located on drawing S-204 Rev#15. 3 (2)horizontal#4 rebarwill be installed in bond beam CMU and installed into adacent walls via epoxy adhesive. 4 CMU will be poured solid with 3,000 PSI Grout. Q ual ifi cations: 1 All fees associated with permitting,inspections,testing,engineering,surveying,etc.is excluded. 2 Finish work of any kind is excluded(including,but not limited to:plaster/stucco,painting,framing,drywall,fireproofing,waterproofing,etc.). 3 Installation of any structural steel,door frames,doors,or associated hardware&anchors is excluded. 4 Any work associated with MEP(including Access Control or Intrusion Detection)is excluded. 5 Bella Construction will not be responsible for coordinating inspections,permitting,testing,or engineering with the applicable authorities. 6 Dumpsters or other means of debris removal is to be provided and paid for by others. 7 Temporary utilities(water,electric,etc.)and temporary restrooms will be provided by others. 8 Shoring of existing structures or modifications/removal of the same is excluded. 9 Doweling into existing pavements is excluded. 10 Treated Reinforcement(galvanized,chromex,epoxy coated,etc.)is excluded. 11 Demolition of any kind is excluded. Approved: Contractor: Owner/Contractor: Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bella Construction of Key West, Inc. CGC 1518284 35 Diamond Dr., Key West,FL 33040 Office(305)292.9888 Michael%-concretebella.com Pricing Breakdown Date: February 11,2026 Reference: COP 28-Block Sill at Ext N Wall To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Jordieres(a)NV2AGroup.com Project: 1065-KWIA Terminal Javier, See below for our pricing to install one course of 8"thick CMU along the North exterior wall of the existing terminal in accordance with drawing S-204 revision 15 which was provided via the response to RFI#620. Un. Conc. material Rebar CMU Labor Equip. Subs sub total Block Sill at North Exterior Wall Concrete 2 Cy 615 290 Rebar 166 Ibs 136 183 Drill&Epoxy 42 ea 179 504 116 CMU 75 ea 308 393 56 Pump 2 cy 190 190 615 179 136 308 1,560 362 3,160 3,160 OH/P/Bond 10% 316 Total COP $3,476 Approved: Contractor: Owner/Contractor: Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r r�o0 ub� , NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and mE Y m 1*01 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #620: Damaged Jambs at CL EP-ER Revision 0 Status Closed on 12/03/25 To Tang Fang(Mead&Hunt) From Kellen Donnelly(NV2A/Gulf Keystar JV) Tonya Wood(Mead &Hunt) Christopher Kopec(McFarland Johnson,Inc.) Genae Sweet(Mead &Hunt) Joe Cruz(Mead&Hunt) Oren Guttmann(McFarland Johnson,Inc.) Date Initiated Oct 22,2025 Due Date Oct 29,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings S-105,S-204,A111 E Received From Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Javier Ordieres(NV2A/Gulf Keystar JV), Joseph L. Petzack(McFarland Johnson,Inc.), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Finishes,Structural Steel Activity Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Wednesday, Oct 22, 2025 at 10:26 AM EDT Detail 4 on drawing 5-204 displays existing to remain jambs along column line EF10,between CL EP-ER. Several of these existing load bearing jambs are damaged and cracking down the center as shown in the attachment. Please advise whether we may replace this damaged wooden exterior wall with a cold formed stud wall similar to the wall between CL EM-EP Attachments KWIA RFI 620 Attachment.pdf Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday, Dec 3, 2025 at 09:43 AM EST See attached drawings. Attachments 251114 ATO Exterior Walls.pdf, EYW-Structural-Rev 15-RFI 620.pdf,251117 ATO Exterior Wall.docx Official Response Response from Kellen Donnelly NV2A/Gulf Keystar JV on Monday, Nov 17, 2025 at 09:29 AM EST Please confirm the highlighted red portion will be the extent of the wall replacement. Attachments KWIA RFI 620 Addendum.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On: Mar 11,2026 08:49 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC RFI#620-Damaged Jambs at CL EP-ER Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Monday, Nov 10, 2025 at 09:08 AM EST Wood framing to be removed and replaced with cold formed framing. Drawings to follow. 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I 1 II I Docusign Envelope ID:OC2914BB-C495-89C38216-7E9684178DFC IA RFI 620 Attach r, � ni�'y!!��P; iilllll III rri i� i % i j ll 1 / I / uuuuuuuuuuuuuuuuuuuu uul IIIIII uuuuuuuuuuuuuuuuuuuuuu uYp���l i�ul � � � °' ° � ' / III I m IIIIIIII , h I I I 0 / u � r r r � IVuuuuuuuuuuuuuuuuuuuuuuuuuu°°°uuuuuuuuuuuuuuuuuuuu � / / /,/%/ uuuuuu�luuu� ,„ I, I psi ii Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC GULF BUILDING PCO #189 NV KSYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #189: Bella - RFI#631.1 Door Frame at Stair 4 TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 189/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Hampton Shaw(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 3/13/2026 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $8,969.40 POTENTIAL CHANGE ORDER TITLE: Bella-RFI#631.1 Door Frame at Stair 4 CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Bella-RFI#631.1 Door Frame at Stair 4 Per the response to RFI-631.1,which was originally created from RFI 579 and RFI 630, modifications are required at the ground floor of Stairwell#4 to accommodate a new door opening and associated structural elements.Work includes demolition of the existing masonry wall and CIP concrete stem wall where the new opening and structural components are to be installed. Installation of a new C8 concrete column and new door header will be performed in accordance with the RFI response.Additional work includes patching the doorsill and stem wall, installing the new doorjamb and frame within the new opening,and packing the door frame with grout to complete the installation. ATTACHMENTS: KWIA RFI 631.1 Attachment.pdf , COP 29-Door Opening at Booster Pum.pdf, FKE-RFI---BOO STER-SYSTEM-ELECTRICAL- REQUIREMENTS.pdf, KWIA-RFI-579-Attachment.pdf, P111C -PLUMBING---FIRST-FLOOR-PLAN--AREA-C-Rev.2.pdf, 2VC-ECO-G-SUB-04-11- 25-D-VCS-QU010409.pdf # Budget Code Description Amount 1 03-31.10.00.S Structural CIP Concrete Bella-RFI#631.1 Door Frame at Stair 4 $8,154.00 (Complete).Subcontractor 2 99-99.99.66.0 Procore OH&P.Other Prime Contract Markup $815.40 Grand Total: $8,969.40 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 4/2/2026 1 08:12:43 EDT 4/2/2026 1 17:22:18 EDT 3/25/2026 1 07:05:07 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/24/2026 08:07 PM EDT Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bella Construction of Key West, Inc. CGC 1518284 35 Diamond dr., Key West,FL 33040 Office(305)292.9888 Michael(a)concretebella.com Change Order Proposal Date: March 3,2026 Reference: COP 29-Door Opening at BP To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Javier Ordieres Project Title: 1065-KWIA Terminal mail: JordieresCa)NV2AGroup.com Javier, See below for our pricing to install a new door header,jamb,&frame at the ground floor of stairwell#4 in accordance with the response to RFI-631.1. Total COP: Eight thousand one hundred fifty-four dollars----------------------------------------------------------------------- $8,154 COP Scope Description: 1 Demolish existing masonry wall and CIP concrete stemwall where new structural elements&door are to be installed. 2 Install new C8 concrete column in accordance with RFI-631.1. 3 Install new door header in accordance with RFI-631.1. 4 Patch door sill and stemwall. 5 Pack door frame with grout and install in new opening. Qualifications: 1 All fees associated with permitting,inspections,testing,engineering,surveying,etc.is excluded. 2 Finish work of any kind is excluded(including,but not limited to:plaster/stucco,painting,framing,drywall,fireproofing,waterproofing,etc.). 3 Installation of any structural steel,doors,or associated hardware&anchors is excluded. 4 Any work associated with MEP(including Access Control or Intrusion Detection)is excluded. 5 Bella Construction will not be responsible for coordinating inspections,permitting,testing,or engineering with the applicable authorities. 6 Dumpsters or other means of debris removal is to be provided and paid for by others. 7 Temporary utilities(water,electric,etc.)and temporary restrooms will be provided by others. 8 Limits of demolition to be laid-out and clearly marked by others prior to the commencement of Bella Construction's scope. 9 Door frame and any hardware required for the installation of the same to be provided by others. 10 Treated Reinforcement(galvanized,chromex,epoxy coated,etc.)is excluded. Approved: Contractor: Owner/Contractor: Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC Bella Construction of Key West,Inc. CGC 1518284 35 Diamond Dr., Key West,FL 33040 Office(305)292.9888 Michael(a)concretebella.com Pricing Breakdown Date: March 3,2026 Reference: COP 29-Door Opening at BP To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Jordieres(a)NV2AGrouD.com Project: 1065-KWIA Terminal Javier, See below for our pricing to install a new door header,jamb,&frame at the ground floor of stairwell#4 in accordance with the response to RFI-631.1. Un. Conc. material Rebar CMU Labor Equip. Disposal sub total Demolition of Existing Masonry Wall&Stemwall Concrete Cutting 29 If 122 771 238 Chipping&Demolition 20 hrs 84 940 305 Patching of Door Sill&Stemwall 4 hrs 75 188 33 281 1,899 576 2,756 Header Tie-Beam Concrete 2.0 Cy 575 170 Form&Strip 17 sf 77 155 69 Rebar 38 Ibs 28 32 Drill&Epoxy 8 ea 28 22 96 20 Pump 2.0 Cy 150 150 575 105 50 603 239 1,572 C8 Column Concrete 2.0 Cy 575 170 Form&Strip 42 sf 187 291 Rebar 89 Ibs 66 75 Drill&Epoxy 16 ea 56 44 192 40 Pump 2.0 Cy 150 150 575 243 110 879 190 1,997 Door Frame Installation Set Frame 4 hrs 48 208 42 Grout Frame 5 bags 65 650 75 113 858 117 1,088 7,413 OH/P/Bond 10% 741 Total COP $8,154 Approved: Contractor: Owner/Contractor: Docusign Envelope ID:OC2914BB-C495-89C3-8216-7E9684178DFC N r r�o0 ub� , NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and f 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 RFI #631.1 : Door #338 Opening FEMA Code Revision 0 Status Open To Oren Guttmann(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Christopher Kopec(McFarland Johnson,Inc.) Date Initiated Dec 15,2025 Due Date Dec 22,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Michael LaBounty(Bella Construction of Key West, Inc.) Copies To Kirk Boothroyd(McFarland Johnson,Inc.), Rafael De Lacavalerie(NV2A/Gulf Keystar JV), Kellen Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston (NV2A/Gulf Keystar JV), Gustavo Lazaro (NV2A/Gulf Keystar JV), Javier Ordieres(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Hampton Shaw(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Masonry Activity/ Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Monday, Dec 15, 2025 at 10:13 AM EST Please see attachment for a proposed structural design for the door#338 opening at stair 4.These proposed modifications would work if this were a standard reinforced masonry wall, however this is a breakaway wall intended to break apart in the event of a flood per FEMA code.The additional reinforcement and concrete proposed at the jamb and header of this new opening may not conform to this FEMA code. Please review and clarify how this is opening intended to be built. Attachments KWIA RFI 631.1 Attachment.pdf Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Tuesday, Jan 13, 2026 at 02:23 PM EST Correct,see attached sketch for modifications to design.Jamb to be C8 type concrete column,similar to around stair walls. Dowel bars into stem below and beam above. Modify length of header beam. Attachments KWIA RFI 631.1 Attachment.pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 14,2026 08:23 AM EST Cr7 r 0 V > O O X ®a 6 p p O-0 CLI _ cCD x �° 00 00 x LLJ m gico�co � O 4 Q) I c�a Oco a � 00 C� c MI cra � IIIIIIIIII IIIIIIIIIIIIIIIIIIIII�IIIIIhIIIIIIIIIIIIIIIIII � Fm: »u 2 E m 0 C 0 n I O U) w X i 00 N i N co O X rllllllluum �0 t p � O 0) 0 C m m X 'i .O fn N "O M N 2 ?� � "� � � ~ m om p O O a U Wig, O N M I % ........... .. � *� p p „� O a) 6���, p —b �� J' Q) CDI i r ® � LL p -0 o gC3 Ow � co ? r 00 p p ui op 00 » m m ' vIr- 0 NT- U LL w ,rr„ U