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Home My WebLink About52nd Change Order 01/08/2026 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B"O WCA.rNSTR,88002 Endwum ill SnW027 Pap 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECT TITLE: KWIA Concourse A&Terminal improvements CHANGE ORDER NO.: 052 INITIATION DATE: 2/27/2D25 TO CONTRACTOR: NV2A/GuPf Keystar JV CONTRACT DATE: 8117/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) 101,461,771.00 Net change by previously authozied Change Order 17,693,863.88 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was 119,155,63418 The(Contract Sum)(Guaranteed Mxlum Price)will be+,Incireased�by this Change Order $ 124,083.75 The new(Contract Sum)(Guaranteed Mxiu m Price) including this Change Order is 119,279,718.63 The Contract Time will be(idrlairiged�by TBD days The date of Substantial Completion as of the date of this Change Order is 5/22/2026 Detailed Description of change order and justification: This PCCO authorizes the scope of work in the following executed PCO'v •PCO 131 New drywall partitions and stainless-steel cladding to enclose the Pedestrian Control Equipment at the Passenger Bridges •PCO 133 Restriping of Gate 1 in accordance with the new drawing revisions •PCO 145 Installation of two temporary pressure pumps at the KWIA Concourse A to support water closets •PCO 150 Gate 8 Vestibule:furnishing and installation of the Gate 8 vestibule including the steel framing,storefront and door •PCO 152 RFI#512&0515:Area E slab pour-back,repairs to existing concrete columns&beams repair •PCO 159 RFI#515.1.-Rerouting of 12"duct at Area E over the rental car offices and running it beneath the concrete beam 1-PCO 260 Self-performing the Phase 2 building demolition at the Existing Terminals by the JV POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount PCO 131 Lotspeich-New Partitions and Cladding at Bridge 7,232.40 PCO 133 CTS Gate I Restriping -12,1=00 PCO 145 Gary's-Temporary Pressure System 16,335.00 PCO 150 Gate 8 Vestibule 63,930.98 PCO 152 Bella-Area E Slab Pour-back,Concrete Columns&Beams Repair 21,149.70 —PCO 159 ITurnkey-Rerouting of 12'Ductwork at Area E 3,435.67 PCO160 I Phase 2 Building Demolidan work at the Existing Terminals 0.00 124,M.YS This change order is 0.12%of the original contract price. Not valid until signed by Owner,Architect(if applicable),and Contractor Bill by, "k I S. Wra 12/19/2025 15:12:13 PST rL" ARCHITECT: 1EB4,233130 DATE, Signed by: Doc Signed by: 1211812025 115:59:49 EST CONTRACWRS: DATE: Signed by: KC64 SM&6Vj 1/5/2026 108:03:29 PST EXECUTIVE DIRECTOR OF AIRPORTS DATE: Digitally signed by Christine Christine Hurley Hurley Date:2026.01.08 13:33:58-05'00' COUNTY/DEPUTY ADMINISTRATOR DATE: ONROE COU ATrORNEY I It", DS PROV !�FRl M PE 0 MEP4AQQ___ CHIEF ASS TANTCOUN-YZAO BEY Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 �� uILr ru�urDw#G ST PCCO #052 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 #052: PCOs 131 , 133, 145, 150, 152, 159, 160 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: 11/22/2025 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: $124,083.75 Concourse A DESCRIPTION: This PCCO authorizes the scope of work in the following executed PCO's: • PCO 131 New drywall partitions and stainless-steel cladding to enclose the Pedestrian Control Equipment at the Passenger Bridges • PCO 133 Restriping of Gate 1 in accordance with the new drawing revisions • PCO 145 Installation of two temporary pressure pumps at the KWIA Concourse A to support water closets • PCO 150 Gate 8 Vestibule:furnishing and installation of the Gate 8 vestibule including the steel framing,storefront and door • PCO 152 RFI#512&#515:Area E slab pour-back,repairs to existing concrete columns&beams repair • PCO 159 RFI#515.1: Rerouting of 12"duct at Area E over the rental car offices and running it beneath the concrete beam • PCO 160 Self-performing the Phase 2 building demolition at the Existing Terminals by the JV ATTACHMENTS: NV2A_PCO#13 i(CTS_Gate 1 Restrap ng-$12,100).pdf, KW�A_( TC.__PC0._150-Gaate,_8_VestRbuie-I:Rev,_O1.pdf, NV2A_PCO#1_52(Bella $21149.70).pdf, KW�A_I®otspewcVi,__I"CO._131.®_._I"edestrp an_Contr.pdf,KW�A_TLarrlkey_,_PC O_159.®-_I:ReroLatRn _of_12,_ID.pdf,KW�A_PC0_160._- _I"iase,_2_13Lappdwnfj_IDen)olwtRon,®pdf,KW�A_Gairys_'8Urm)Nng._;_PC;O_145.--i Mp orairy®pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 131 Lotspeich-New Partitions and Cladding at Bridge $7,132.40 133 CTS-Restriping Gate 1 $12,100.00 145 Gary's Plumbing-Temporary Pressure Systems $16,335.00 150 Gate 8 Vestibule $63,930.98 152 Bella-Area E Slab Pour-back, Concrete Columns&Beams Repair $21,149.70 159 Turnkey-Rerouting of 12"Ductwork at Area E $3,435.67 160 Phase 2 Building Demolition Work at the Existing Terminals $0.00 Total: $124,083.75 NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 12/5/2025 04:54 PM Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 NV K au�uILr ru�urDl#av " ST* PCCO #052 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $17,693,863.88 The contract sum prior to this Change Order was $119,155,634.88 The contract sum would be changed by this Change Order in the amount of $124,083.75 The new contract sum including this Change Order will be $119,279,718.63 The contract time will not be changed by this Change Order. i al 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 Signed by: Signed by: signed by: DocuSigned by: sfa S. epic � Sfvic�(a � = _ . a1 �6(U,, StLuyV F062E 1EB4233B487... ----8E65F52F4C2F4D3... -----019093827A75487... 8F59717D29E34A5... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/19/2025 1 15:12:13 PST 1/5/2026 1 08:03:29 PST 12/18/2025 1 15:59:49 EST NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 12/5/2025 04:54 PM Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 131 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 NVK 11111117�1 GULF BUILDING PCO #131 LM." 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 #131 : Lotspeich - New Partitions and Cladding at Bridge 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: 131 /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: 2/27/2025 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: $7,132.40'. POTENTIAL CHANGE ORDER TITLE: Lotspeich-New Partitions and Cladding at Bridge CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Lotspeich-New Partitions&Cladding at Bridge Drawing A-508 dated 05/02/2022 from the 90%CD,shows the previously deleted VR Ceiling and no enclosure around the Pedestrian Control Equipment. Subsequent revisions to drawing A-508 does not included the VR ceiling and show a prefinished aluminum enclosure to ceiling. As a result of coordination meetings regarding installation of the Pedestrian Control Equipment with the architect,JV and subcontractors, it was determined that the area be enclosed with drywall and stainless-steel cladding. This proposed change order includes costs associated to add new drywall partitions and stainless-steel cladding to enclose the Pedestrian Control Equipment at the Passenger Bridges in accordance with the attached Lotspeich's RCO 18 dated February 24,2025. Should the AE and the Owner opt to enclosed the Pedestrian Control Equipment as proposed,directions to proceed must be given 10 days prior to the installation of the Flip Flow Gates.The drywall in this area must be 100%complete prior the equipment installation. Flip Flow Equipment is schedule to start March 14,2025. ATTACHMENTS: KWA L_otsp6ch RCO 018.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On:2/28/2025 10:02 AM EST Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 isr�, GULF BUILDING PCO #131 NV KLM." KSYST'*R # Budget Code Description Amount 1 09-.29.10.30.S Gypsum Board I Framing New Partition&Cladding at Bridge $6,484.00 Finish.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other 10% Markup $648.40 Grand Total: $7,132.40 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 FSigned by: Signed by: Signed by: (�visfa c v S. wrtt �� av�it r (�vh vt's 062E1 EB4233B487... 8E65F52F4C2F4D3... 6A693417... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 9/25/2025 1 06:53:43 PDT 10/3/2025 1 08:05:25 PDT 9/22/2025 1 15:14:35 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:2/28/2025 10:02 AM EST Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ESTABLISHED 19'28 February 24, 2025 Antonio Pinto NV2A I Gulf Building 3491 S Roosevelt Blvd. Key West, FL 33040 Re: KWIA— New Partitions and SS Cladding at Bridge Lotspeich RCO 162542-018 Dear Mr. Pinto, We submit this proposal for the above referenced subject. Scope and Price of the Work Due to changes with the pedestrian control equipment, new drywall partitions are required to provide closure around the Flip Flow system. Sheet A121 D shows a new pony wall, plus two two-sided partitions. We propose using 3-5/8" framing with 5/8" drywall for these partitions. Visible drywall will be finished to Level 4. All other drywall areas to be cladded with stainless steel. Furnish and install 16ga (1/16" thick)#4 Brushed Stainless Steel pony wall panels and top cap at pony wall between Pedestrian Barrier Gates and Flip Flow system. Also, furnish and install stainless steel panels to clad outside faces only of small closure partitions. Inside faces of closure partitions must be finished to Level 4 as they are visible. This area of drywall must be 100% complete PRIOR TO installation of Flip Flow system. The price for the work above is $6,484. 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 anytime prior to the issuance of a Change Authorization by NV2A I Gulf Building. This proposal is withdrawn if not accepted within thirty days from February 24,2025. 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 LCTSPEICH 1111 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 t5I IIVIATE WORKSHEET �om"0 �jjj�� ESTABLISHED 19,28 KWIA LOTS#: 018 New Partitions and SS Cladding at Bridge JOB#: 16-2542 Material QUANTITY UNIT TOTAL Misc. Framing/Drywall/Finish Materials 1 77.00 77.00 SS Pony Wall Panels+Partition Cap 1 402.00 402.00 SS Closure Partition Panels 1 490.00 490.00 Structural Grade Adhesive 1 175.00 175.00 Caulking/Beauty Bead 1 35.00 35.00 TOTAL MATERIAL 1,179.00 SALES TAX 88.43 TOTAL MATERIAL 1,267.43 CATEGORY HOURS RATE TOTAL CARPENTER/MECHANIC(NET) 64 42.60 2,726 LABORER/DRIVER 10 28.40 284 CARPENTER FOREMAN/SUPERINTENDENT 6 56.80 341 PER DIEM($300 PER MAN DAY) 4 300.00 1,200 TOTAL LABOR 4,551 TOTAL MATERIAL 1,267 SUBTOTAL 5,819 CONTRACTOR'S OHF 582 BOND 83 TOTAL 6,484 S1NDADAOHcJAI-lVNIAUDi1 8 v DsunoONOO Z � 10- " �� l�JOd�JIV-VNOIlVN�J31N1 1S3M 1.3Ji a ® @ ° � gIe �s w o a a cc N_ y�o p ObOEE�3';SaM AON'P^I9 llanasooa S 46bE a y 0 a Q J NOIlVIAV 3O 1N3AiHVd34 J,1Nnoo 3OHNOW g o LL u ttr u s ea a � v o a a " O O n 0 3 U i i w w o II111In _ & I ry 5: w Q t a m .. .. R ............ W Q " 3y �ru. s �r r�rmu' 1Y�i .�r,rrm 14m re,�sxm �r i s II Q � LLr w I� ...... '1 r. 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LH._ 4 � .how i a O 8 O <g I ow m j o Z W wo w� �wxH w I w T_ 11 lam. -h _I vn f Q gl a i a X W o O u U O w w m m w w O O F9 w. w - o--a Ha 3 � =off dry dry aH sa"o 8< 8° o w �.o� Ha 8H ago 7 S1NDADAOHcJAI-lVNIAUDi 8 V DsunoONOO ° Cc I� _ tit idOcJHIV-lVNOIlVNH31N1 1S3M 1.3Ji m g y co zRW9 o i 3 O°.os ObOEE�3 ISOM AON'P^I9 11—SOOH S 46t C 0 o y m Q aN NOIlVIAV 301N3AiHVd34 J,1Nnoo 3OHNOW - w a y 0 o' 8 t 0 zc zc sw � sw �Ja 'Ja L w w m m 0 w w O O j, y y z z a a wwH o a a a w —.4 o wN O I o I I i I I I LLs a H a a w �o g2� G r � o w o 0 0 U O OFn Fn w w f. m m w w w. w. 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 133 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Docusign Envelope ID:6BODC42D-B08C-43A8-8D79-9343D60694D6 N0 " TM GULF BUILDING VL"M K C--YST*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 #133: CTS - Restriping Gate 1 T : 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/IREVISION: 133/0 CONTRACT- 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED Y: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE; 3/1 212 02 5 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No. EXECUTED: No SIGNED CHANGE RECEIVED DATE: TOTAL AMOUNT- $12,100.00 POTENTIAL CHANGE ORDER TITLE:CTS-Restriping Gate 1 CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CTS- g$td,Pjn This change order addresses the costs associated)with the restriping of Gate 1 at KWIA(20-2039-01).The markings for Oale 1 required restriping because the revised drawings with the Gate Marking Updates were received on the same day that CTS painted the envelope according to the approved drawings.A cost breakdown and backup invoice are attached. ATTACHMENTS: g,hLrLee Tpp ing and Send qr,' d A.' rrurunal I sprit d .11. t l F1 Budget Code Description Amount 32-.17.23.00.S Pavement Markings and Gate 1 Restriping $11,000.00 Signs.Subcontractor 2 199-.99.99.66.0 Procore OH&P.Other Prime Contarct Markup $1,100.00 Grand Total: $12,100.00 Christopher Kopec(McFarland Johnson, Key West International Airport NV2AIGulf 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 ,!,!tally signed � taaca,sas�,,euhy: r Christopher KoraaC Kopec Date:2025.10.0209:50:46 04'00' 10.02.2025 y SIGNATURE DATE S GNATU E DATE SIGNATURE DATE 3/12/2025 1 15:16:55 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:3/12/2025 05:22 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Docusiign EnveOope ID:6BOII)C42D...BO8C-43A8.8D79...9343D60694D8 �a POca Quotation Attention: NV2A,Key Star Construction&Gulf Building DA rtn: 317f25 One Detran Center 9100 South Dadeland Blvd.,Suite 600 Miami,FI..33156 nTEdmUED QUANTITIES LotabonN Ke West.lntamatioral Ai,nrk�.»K-11.VVect„.F1.MU cope: RegrI e Gate t tltliercn Dascdo4an Ouarao;.. OnNfiu C45ii t OR LMma11nexl-ca4M. Man t �Wtdne Gate 1 'M;: L& s 19100 tUtti %IJ UOd7 VFtd. Sub¢®tal $99M 1%tlM:OCN ........ .,_.�....._ 2 Overhead&'""t 16( 16 LS S 1„00000 1.(iplx,g4 3 Kwtr�bilixatira.NUe.mcrbilizatinn %.tt C,S s 4 Gk— 1.GPndIlons LS .. ....Total: $ 11110011.46 ExcNumMans' SltMk'in Prop red tay: Es&isnatnr Chadq lea Nno&Sans.Iroc. ,�rohaet 9.of 1 Y1ata. W7125.... Mgnaturn: Date:. Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Docusign Enveiope IID:61BODC42D-BO8C,-43A8,-8D79-9343ID60694r)6 3905 Buchanan St,Hollywood,FL 33021 (786)412-5037 paul@tcmsi.net www.tricountypavement.com CSBE Broward county certified contractor Liscenced and insured Tri' county Plavernent Markings Inc Estimate For: Toppino&Sons Estimate No: 423 jasori@charleytoppirio.com Date: 03/05/2025 (305)304-3402 Job name 1 MOO $0.00 Change order(Terminal 1) Additional term4iais item Gate one rernoval by forin WateiWasting Restripe lines per new 10,000 $1.00 $10'000.00 layout Per new change orcim Subtotall $I 0,000m rAX 0% $0.00 rotall $10,000.00 Total $10,000.00 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 145 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 NVK llllllr�l GULF BUILDING PCO #145 LM." 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 #145: Gary's Plumbing - Temporary Pressure Systems 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: 145/0 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: 4/25/2025 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: $16,335.00 POTENTIAL CHANGE ORDER TITLE:Gary's Plumbing-Temporary Pressure Systems CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Gary's Plumbing-Temporary Pressure Systems This Change Order includes the costs associated with installing two temporary pressure pumps at the KWIA Concourse A project(20-2039-01).These pumps will temporarily support the operation of water closets until the permanent booster system change order receives approval from the Owner. Further details are provided in the attached backup. ATTACHMENTS: KW�A Temp PreSSU e System IInv 52143.pdf # Budget Code Description Amount 1 22-.00.10.10.S Plumbing.Subcontractor Temporary Pressure System $14,850.00 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,485.00 Grand Total: $16,335.00 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 FSigned by: Signed by: Signed by: (�visfa�.c,v� S. wrtt av�it r (�- jit vt's 062E1 EB4233B487... F Dl- 6A693417... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 9/25/2025 1 07:33:30 PDT 10/3/2025 1 08:06:17 PDT 9/22/2025 1 15:15:44 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:4/25/2025 10:01 AM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Gary's Plumbing and Fire, Inc. Invoice Ph. (305)296-6013 6409 end Terrace Suite 1 Date Invoice# Key West,FL 33040 4/24/2025 52143 Bill To NV2A P.O.No. Terms Phone Number Due on receipt Qty Description Rate Amount Sub: Low water pressure to terminal Ref: Temporary Booster Pump Provide and install temporary booster pumps to increase available water supply in order to flush solenoid operated style water closets. A singe pump shall be installed in each plumbing chase to assist back to back fixture groups. ADA and Family restrooms are not connected to chase will not be supplied with increased water pressure. These installs will not supply boosted water pressure to any other plumbing fixtures or concessions areas. This is temporary measure to assist in operation of water closets until a permanent booster system is selected to service this facility. 2 Installation of temporary pressure pump 7,425.00 14,850.00 A 3%transaction fee will be added to balance due for credit card processing. Subtotal $14,850.00 Sales Tax (7.5%) $0.00 Total $14,850.00 Payments/Credits $0.00 Balance Due $14,850.00 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 150 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 isr�, GULF BUILDING PCO #150 NV KLM." 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 #150: Gate 8 Vestibule 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: 150/1 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: 7/28/2025 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: $63,930.98 POTENTIAL CHANGE ORDER TITLE:Gate 8 Vestibule CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Gate 8 Vestibule This change order authorizes the furnishing and installation of the Gate 8 vestibule including the steel framing,storefront and door,matching the design and specifications typical to Gates 1 through 7 at the KWIA Concourse A(20-2039-01).Cost breakdown and further backups are attached for more details. ATTACHMENTS: Esfimate_38_f__2025-06-27(1).p df „05f_200-005-0-MH Resp�onsep�df , _SLibn)AttzaB#003-I�ev-2-A&Clan)qua_Clan)-1=ran)ed_Storefronts l�edLIced pdf , Key west wee6nfj_$b i792.60.pdf, ..KW�A CO 6-Gate 8 wuth Bmeakdown.p df # Budget Code Description Amount 1 08-.44.10.10.S Curtain Walls.Subcontractor Gate 8 Storefront&Door $43,826.47 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $4,382.65 3 05-.12.10.00.0 Structural Steel Framing I Joist.Other Gate 8 Steel Frame $14,292.60 4 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,429.26 Grand Total: $63,930.98 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: x igned by: Signed by: F(�visfa��.t.c,v� S. apc c � S{ri&6AA�, �avtit v (�r�.i�v�'s 062E1 EB4233B487... E65F52F4C2F4D3... ---AAD2DE76A693417... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 9/10/2025 1 05:47:38 PDT 9/17/2025 1 05:21:44 PDT 9/9/2025 1 17:23:03 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 9/9/2025 08:02 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 RIYt 11. 10 Crawford-Tracey Corporation t . CO. NUMBER: 6 ISSUED BY: Eiliv Rosen JOB NAME: fey West International Airport NV2A JOB NO: 66028 Attn: Antonia Pinter LOCATION: 3491 S. Rososevelt Blvd PHONE: CONTRACT NO: Phone: 305-202-0610 CONTRACT DATE: 6/10/2025 We hereby agree to make the change(s) specified below: _.. ........__ ...a..__ The following add is to add one more gate storefront and door, typical to the 1-7 gates. We have included two mobilizations for this scope. This also includes breakmetal above the storefront as we did for the other gates. Material $23,186.89 Shipping $1,500.00 Labor $3,860.00 Mobilization $2,240,00 Peridium $5,600.00 Total Cost $36,109.97 Tax $1,623.08 Markup $5,716.50 Total $43,826,47 Exluded: Permits Overtime Labor Field Measuring Structural Supports at heads, sills, earners and Jambs Spandrel glass Auto Operator, card reader, key pad, ADA NOTE: This Change Carder becomes part of and in conformance with the existing contract We hereby AGREE to make the changes) specified above at this price. mmmi $43,826.47 DATE: 6/10/2025 PREVIOUS CONTRACT AMOUNT CONTRACTOR: REVISED CONTRACT AMOUNT Signature ACCEPTED—The above prices and specifications of this Change. Order are satisfactory and are hereby accepted. All work to be performed under same terms and conditions as specified in original contract unless otherwise stipulated. Date of Acceptance: OWNER: Signature "Cur goal is not to be or become the biggest, only to build on our reputation as the best commercial glazing confractor and manufccfurer.'" -Ray Crawford NmNdfYIIIwhBl Yid(MIIIM�IIO:Ifi�VMaIMIN!�Y��N�Ai�fVNIA1�111WY011@Ip191�Y�dltffiV!9�AM1�idvttiVM'I�IlY�7➢711"I�VIAP�VIUSIYM1';GMIY9111X7��'IV'CI�IiJI�UlynlfraA�fl'mWP4mYIYmYdGlrcimPM' 1Gi nllltlAM!uY!#YlYltanlltttlMliHdAfi1�1AIw;sVVIW1717@YRYIItI;11dmIWiYIIt7Y,1WW,W.WdffNUkY.7l%IRPIY .;Y�tiYfAIUXfIIQfVOM1tiYlAlritllRfM1lllilf'AUMIVYMAINMVII:gIPoiWIflU11".'6'1YlYa�tU:oRrdPAkidM(M'INI@UX�iiVN1119�NiYAISYIuh71111e�1XIIMWI@I�V14'iWtl;WYX\�",VNtl�'pV!V7)k�YIG�I'�Ni�1YAA\WN�tliYJlil�.11'b 3301 S.W.13°h Dr. - Deerfield Beach, FL 33442-8108 . T: 954.698.6888 • F: 954.698.6889 www.crawfoe-rltracggy.com Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 wino f 00 IL019G NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV K YST 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 Submittal #08 4313-003.2 - Aluminum-Framed Storefronts - Shop Drawings 08 4313 - Aluminum-Framed Storefronts Distribution Summary Distributed by Ryan Donnelly(NV2A/Gulf Keystar JV)on Feb 26,2024 To Eiliv Rosen(Crawford-Tracey Corp), Gustavo Lazaro(NV2A/Gulf Keystar JV), Ryan Donnelly(NV2A/Gulf Keystar JV),Tim Bergeron(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf Keystar JV),Jose McSherry (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV), Claudio Santos(NV2A/Gulf Keystar JV), Mansour Sodagari (NV2A/Gulf Keystar JV) Message Attached please find KWIA Submittal#08 4313-3-2—Aluminum-Framed Storefronts-Shop Drawings to be revised& resubmitted. Please let me know if you have any questions. Attachments Name Response Attachments Comments Judy Telford(Mead&Hunt) Revise and Transmittal.-Submittal-08 REVISE AND RESUBMIT See attached .pdf for Resubmit 4313-001-1 -Alumiinum- MH comments Note: Please review the attached Firemed Storefronts-Rev 1 Transmittal PDF for the full formatted text. (Responded and C;losed).pdf,08 4313-003-2 -MH_Respoinse.pdf, Tirensmittel Submittal-08 4313-001-1 -Alumiinum- Firemed Storefronts-Rev 1 (Responded and C losed).pdf Revision 2 Submittal Manager Ryan Donnelly(NV2A/Gulf Keystar JV) Status Closed Date Created Jan 8,2024 Issue Date Jan 8,2024 Spec Section 08 4313-Aluminum-Framed Storefronts Responsible Crawford-Tracey Corp Received From Contractor Received Date Submit By Jan 31,2023 Final Due Date Mar 1,2024 Lead Time Cost Code Location Type Shop Drawing Approvers Ryan Donnelly(NV2A/Gulf Keystar JV),Tang Fang(Mead&Hunt), Christopher Kopec(McFarland Johnson, Inc.), Don Koppy (Mead&Hunt), Frederick Mock(McFarland Johnson, Inc.),Judy Telford(Mead&Hunt),Tonya Wood(Mead&Hunt) Ball in Court Distribution Alex Hyppolite(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV),Claudio Santos(NV2A/Gulf Keystar JV),Gregg Gaston(NV2A/Gulf Keystar JV), Jose McSherry(NV2A/Gulf Keystar JV), Ryan Donnelly(NV2A/Gulf Keystar JV),Tim Bergeron(NV2A/Gulf Keystar JV) Description Track Procurement No Notes NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 20,2024 06:35 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Submittal#08 4313-003.2-Aluminum-Framed Storefronts-Shop Project:20-2039-01 KWIA Concourse A and Terminal Improvements Drawings Program Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments Eiliv Rosen Jan 15,2024 Feb 14,2024 Submitted f1f�4313 003 2 ABarr+irwrri Ipdn Comment See attached for interior package and the door hardware package. There seems to be a lock in the substitution request form, so I included a note in the description. Ryan Donnelly Feb 16,2024 Feb 23,2024 Feb 16,2024 Reviewed by NGK 08 431 3-003-2-Aluminum Stoirefiront.pdf lung I', un0 elc 16 2024 IVlur 1 2024 1endin0 Christc:phr r i c::lpe,c eto 16 2024, IVkur 1 2024, 1r,!undin0 I km IICc::lcicy elc 16,2024 IVlur 12024 1endin0 rr deftllc IVlc::cllc elc 16 2024 IVlur 1 2024 1endin0 Judy Telford Feb 16,2024 Mar 1,2024 Feb 26,2024 Revise and Resubmit Transmittal.-Submittal-08 4313-001-1- Aluminum-Firemed Storefronts-Rev 1 (Responded and C;losed).pdf(CurreW) Transmittal..-Submittal-08 4313-001-1 - Alumiinum-Firemed Storefronts-Rev 1 (Responded and C;losed).pdf(CurreW) 08 431 3-003-2-IVIN_Respoinse.pdf(CurreW) Comment REVISE AND RESUBMIT See attached .pdf for MH comments Note: Please review the attached Transmittal PDF for the full formatted text. cmyu b1(cxc:d elc 16 2024 IVlur 1 2024 1endin0 NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 20,2024 06:35 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 N „�,,,'��d<< i� I�II,��i iui��c"t iiiii �1� ��IIIII ,n„ pry , ��w�x„ �� m� �Mead( ��flf ,iin I,r., mico weico ��l iii an s n", iiiii tta IIIII ME.`d r; L'n..I` , Li`i,::. 4(D9) IMCI.:vVVEWI I`Oa`I i, `;.;inh,: 415(D I:+ ill ie> TX 71:')244 LIr°ii'I:: .d .I,`il::E.s FL1'( :i CT: EYW Key West Conc A &Terminal 2/26/2024 Program 4317400-200125.01 08 4313-001-1 - Aluminum- IIJI�)MLTTAL.IhL 08 4313-001-1 - Framed Storefronts - Rev 1 Aluminum- Framed Storefronts - Rev 1 Submittal 00270 Revise and Resubmit - Exceptions Procore Taken 084313 Fy1' ICI \1AM L(DISMI AIvP� IMA1L I i::ai v11.�. Judy Telford Mead & Hunt, Inc. Judy Telford@meadhunt 469-646-0160 L.L:L ryand@guIfbuiIding.co ryand@gulfbuilding.com m Fyfl:"`MAF" REVISE AND RESUBMIT See attached .pdf for MH comments 1 2/20/2024 08 4313-003-2 - MH Response.pdf AL::;.T I:L:L1\1i.: yF I::IM A I:' .......... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. Donald Koppy (Mead & Hunt) Tang Fang Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 MI UIL r SUALDIIING 20-2039-01 - KWIA Concourse NV K A and Terminal Improvements Program 3941 South Roosevelt Blvd. NV2A/Gulf Keystar Key West, Florida 33040 9100 South DalMland Blvd, Suite 600 United States Miami, Florida 33156 United States (786) 233-5060 Title Submittal Manager Aluminum-Framed Storefronts-Shop Drawings Ryan Donnelly Spec Section Type 08 4313-Aluminum-Framed Storefronts Shop Drawing Number Rev 08 4313-003 2 ................................................................................................................................................................................................................................................................................................................................................................................................ .......................................................................................................................................................................................................................................................................................................................................................................................... Description S t.0 Iliiiis II III"II""1I"'AII..... IIR None pp � Approved..II II:::xcelp6:iioins"i"aIken III Apprcnverl as II�mn6:em1..lMake Corrections ns II�mn6:em1 (Resualiblrmfiittall II Required) i L i I��evlise and Resubmit Excelry'tio ns"akern NVK I HSYST'*R ........... Rejected Acf~elp6:err1•.II inforlrmfa6'iionall Sualblrrmitttall v ~sitl t 08431.3 003..2 01ruW fit"1.6t"24. ,,,,,, I1 Accepted..Ilinforlrm atlio nail Sualiblrrmliffall Review Stati II IRevliewerl submnittalI was reviewed tg)r genernA coniforn airronr to contN'aitA docurrian7 Airclmiin:eaxn: fll�iroagiiiroe�eirs action arin flmiis Su.ulkrumuiffeall iis Ikraa ea9 w,arllelly arin flme information only, it is not to be conMrued as ncneYt�arnce of red on's�ibiilt for Ar'desnC"n submitted airndiiissuulbjjea:n:farflmefollllowiiirng::Airrlmiitect' fll�inglliiina�Lir imviie�wmii<,Ilurmiiin:d ' to verifying nlleirneraall compatibility with flme.dLsiigin carirncLIpt:of flme�carriplle�tl:ed IPirogct nter'q'i. Apprownii of this subrn�rttai does not r6lev'e 4ie subcontractor or asas fuuimc0:lio nliirng wwlmarlle as Iby flme�e.oin.taraact Ilharcu.uroeirn0:v,and for le�imeiraall vendor of their contractual responsibility to confirm tolerances, clearances; rarriiplulaairoa a with flee information given iin flee carnairaacf Docurrients 1I dLtaiillLd a Ima..a Ik of quaintitims arir dimensions was ro ac k.. 901KH1KHrarvaall of as sIpca ufiia iifero shall not quantifies, fabrication processes, techniques of construction, coordination roePa iro,a 1K„IKH it v,a 11 f,a iro,a*,w,erolkr llv f lm iiaam flme ii0:ero ii*,,a ax rolKH aairo eiron. IDisposition ii amr notations do not carirnstiiftfte as contract riodiifucaatl:iioirn amend do not relliieve flme� y 8 rr irofiraac0:arir flrarro carriplluairocL with 8 rrirofiracf Ilho uuroeirn0 ,a�larveir ire irng cod and of work with other trades, and performance of work do � safe one I satisfactory manner, rea�luulIla0.lioirns Coirntiraaa toir shall Ibc so Melly irslpoinsli lb lle,for c.oripllyli irn✓gl with flme.Coirntiraac0: IDocu.uroe�irnt s,as wwell 11 as with S° .0 lf„1f„ll lie�ir'silMaa irou.ufaacfu.0 ireir's Iiim stir u.uctiio ns consistent with the cariro0:raac0:IDocu.uroeirnt s,Owwiroeir's directions,and ILaws and Irge�qlu.ullaa0:iioin s. "r1I BSkineiraa ll crr ,iro0:raactoir,S u.0 lI coin tractor,as irodioir C,oirostiru.uctiioirn IManager lis solely eslpoin s li lblle far ir: obtaining,coirirmllaa0.li irng,,coin hiririliiroagl,and coirirec0.li irng dimensions at flme Slin:e�;aqua airoflifli s,information and clmolia a..s 1pertaining to fabrication a0.lioirn fe�clm iro liquue�s, roeaairos,riLtlharod s,sL qu.ueince�s,Ipirarcemhuim s,and feclmiroliqu.ues of coin stiru.uc0:lio n; rxararoiraViiimaa0:iiimg'✓ecirlk weriinam ar0ameir firaaaVe�.s;aaimaV e�im.su.uiriiimaq that wwoirlk iis 1peir�fariromiLd iiim as safe and satisfactory roaairnirneir Airclmiin:ectlflf::inggiiirneeir its not ireslpoirnsiilkrlle for iresu.ulkrrmiii0:faalls arir firaaa:lkiiirngq Ipirarggiress of iresu.ulkrrmiii0:faalls. II �MadIvnl :11�9hlfre^fll� nll.el'rV.111rII:: IIIIWe,. �`� t �� >,.,. �'" " liii Y 02825 C: A"'II"'If:::'; 2/20/2024 D. Samples: Submit two samples three x three inches in size illustrating finished aluminum surface in color specified, specified glazing, infill panels, glazing materials. E. Manufacturer's Certificate: Certify that the products supplied meet or exceed the specified requirements. F. Fabrication Sample: Of each vertical-to-horizontal intersection of assemblies, made from 12-inch lengths of full-size components and showing details of the following: 1. Joinery, including concealed welds. 2. Anchorage. 3. Expansion provisions. Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 M r"IAMI-DDADE 9JAN114)APY.COUNTY q J, fP PRODUC,TCONTROL SUC!TION 1,1905 SW 26 StrCtt,Room 208 I)FIl"ARTMENTOF RUCIVULA"I'ORY AND V1,A)NOMIC. RESOURCE' s(RER) mialni,Fludila'.43175-24"M BOARD ANI)(.,'01W ADMINISTRATION DIVISION '1"(786015-2590 F(786)315,2599 NOTICEOI� ACCTPIANCIE d I I _( ).......................................................................................................................... A , ABLOY k,'n(xa,nCC S'y8jejn 1,18,1XIC', 1900 Airport Road Monroe, NC 2811.0 s("IM"I : "rhis NOA is being issued under the applicable rilles an(] regnilations governing the use ot,c(-Mistruom, materiais. ne, documentation subrnilted has been reviewed and accepted by Miami-Dado County RER TroductCoritrol Section to be used in Winn Datle County and other arem Whe'l e allowed fly the Tliis,NOA. shall riot tie valid after the expiration date stated below. The ,miami-,Dade Product Control Section a'I I(I/ drawAIIJ (in areas other than Miatrij Dado County res) erve the right to have this (ITI Miall)'i 'EX )IdC ( OVIrty ll tb d pro(Juct or rmaterial t,ested for qL[ality assurance purposes, If this produd, or l"aterh"ll fails to perform in the aiccepted manner, I.hc will iticili- Clue expense cal`sucks testing aml the AIIJ inay immediatcly revoke, modify, or suspend the, Ilse of such prodlict or material within their jurisdiction, RER reserves the right to revoke Lhis, acce,ptallce, if it is determined by Mianuri-Dadc County PM)dUCt C!ontr(�)J SeCtion that thii,s prodirel. or material fails lx) meel,the requirellients of the applicalfle building codo. This product is approved as described herein and has boxcn desigued to cornply with the Florida Building C'ode, including the High Velocity I hirricane Ame, D'E'SCItIPTION: Series "81,-500 Resilience R104" Sliding Glass Door System I'li-Parting and Single Sliding I xvel 1) (541 ft/s) -LMI A.P.PROVAL DOCUMENT: Draw4ig,No, SL500-RJ.04FB0-D-IIVHZ titled' "Series S111-500 Rmflieircc, k 104, SIR-fing Door Systerri lei-Patfing and Single Sliding Level D (50ft/s)", shoets I through 21 of 21, dated 07/197 20119 with revision 2 Hanle d oil 03/03,/2020, p,reparedb,y manut"actilre, signed and seated by Socal, Wolters, RE on 02/22/29021, hearing,the Miami-Dade.County Product Revision starnp with the Notiee omcceptancv number awl expiration date by the Miami-Dadc County Product Controll Section. MISS11J",IMPACT RAJING: Large and Small Inipact R"Jstant Urnitatiolm 1, Max ,P ancl widths twat to exceed per sheet 2 (So-,fix-Sx-So)aild sheet,3 (So Sx). 2, Not appr(),YM where water infiltration is require'd. 1ABELING:,Faeb unit shall bear as Fxi'mant'-rit label with,the manufacturer's namo,or logo,61y, state and series ancl 1"ollowing stutelrmt)L 'Miivni-Dade County Product Control Approved", noted herein. RENEWAL of'this NOA AW1 be considered aftQf a rencwal application has be era filed ;:tnd there has been no change in the appl.icabte building code negatively affecting the pejT(.' `tut'Ulce of'tilis Pr(,')dIjcL "I'ERMINATION of this NOA will occur "It"Ier, (lie expiration date or if there has bc.,en a n.-,vWon or cha-rige in the marcrials, usc, arld/or 11"lartufacture ell"'Ille product or Process. Misuse of this NOA as an endursenient of natty prodliet, for sak,-%, adverlising an any other purposes,shall autornalica)ly terrain ate this NOA, 17frilure to comply with,ally section of this is shall be cause for termination and retrioval ell,NOA., AmEWFISTMENT: The NOA nurnher Preceded by the word's mt,"'uni-I)ade Colinty, Florida, and followed by the oxl,riration dale may bo, disphtyed in adver[isirig literature, If Ruy IlOrtiOu of the NOA is displayed, there it shall be dolle in its entirely, INSPE(ITION: A,copy of this entire NOA shall be provkh'XI to Ihe user by tIm manufacruror or its distributurs and -hall he available for inspection at the joh site all therequest of the, fluildiug OffioiaL This NOA revises,NOUM-01 06.03,comsios of this Page 1, luld owiderice pages E-1 and E-2, as well as approval docrunent nrentioned above. The. submitted docurnentation was reviewed by Sifarig Zlrao, NOA No.21.0324.07 6) DECOUNTY C;r�tV ir JJM Expiration Date: March. 19,2025 Appromal Date-, ]Awry 27,2021 1age-1 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ASS A ABLOY Entrance S Stern Us"Ing. NOnCE OF ACCEVIVANC'E: EVI[DENCE SUBMITTED 1. EVIDENCE SUBMITTEDUNDER PREVIOUS NO AS' A, D R A W I N("I",S I. Maniffacturer's die drawings and sections (Suhtizit,tedii,ti(terNoA,N rt. 20-0106.03) I Drawing 'No, SL51)0-RI04FBO-I)-II-V'HZ titled "Sciies SL-500 RembunceR104 Sliding Dtl)or System 'Ri-Purling af)d Single Sliding Level D (50 fijs)", shoets i Ilit-ough 21 of 21, dated 07/19/2,019 with revision 2 dated on 03/03/2020, Prepared by inanufacture, sigped and sealed by Scoff Wolters, RE. ('Submitted widet-N(),,A No. 20-0.106.03) 11. TESTS L Test, repods ow 1.57J)S1:;) 2) 1.1-nifortn Static Air PressvrreTest, Loading per F13C]'AS 201-94 3) Water Rosistarice"Fest, perl"JWTAS 202-94, (Not conduuted') 4) Lu,gc Missile Impact Test per FBC`,'I'AS 201-94 ,5) Cyclic Win(] Prossure 'Loadirig per F13C, TAS 203-94 6) f4orced Lintry'Fem, per f"13C 2411, 12,IJAS 202-94 along with installation diagram ol'an aluniinuin IIrUtO111'atic sliding glass doors, prepared by friterick, 'rest Report N(,)s, .15787,0t-55(,).18,, ,,15787.1)2q55()-,t8, ,15787.0,3- 0-18, J5787.06-550-18, ,,15787.14- 0-J8 an(1 ,15787.15-550-18 dated 08/16/19, signed and sealed by Vinu Abrahaim, P.E. (Submitted under NOA, Ato-20-0106.03) CAL.CULATU)NS 1. Anchor verification calculations dated 112AVV2019, rwe'pared by Wolters engine ring., signed and sealed by Scott Wolters, P.E. (Submifted under NO No. 20-0,106.03) 2. ('31azing compfies w/ AS`l'mFI'-1300-09. D. QUALITY ASSURANCE' 1. Miawd Dade DeparlIniant of Rqpilatoty and Economic Resoorces (RER). E. MATE1,RIAL CERnFICATIONS I., 'Noti.Ce Of Acceptatice No. 17-0808.02 issued to Kuraray Arnerica, Inc, for the "Senixy Glass 0 Interlayer", expiring on 07/04/23, F. S"I'ATEMENTS 1, Statement letter of c(�)nfoTjmanco to FBC 2017 (0' Edition), dated 12/06/2019, prcpared I.)y Wolters engiricering, signed wid scal(xi by Scr)[I 'Wolters, Rf,'I I Statement letter, of"No finamicAl. (ItIlled 12/06/2,019, prqxared byTornef, engineering &consulting Ine, signed and sealed by Scott Wolters, P.E. 3. Lab con)pliarice, prepared by tritertek, signed amIsoaled try Vinu Al)raluini, PJL G. OTHER L Tus 1, 1)roposal # 1.9-0078, dated March 22, 2019, approvc.d by RER, Z-1-11" ...... ............................................................... Sihing Zhao, P.E. 11roduct Cmit-rol B'xumkier NOA No. 21-0324,07 Expiration Date: Mardi 19,2,025 Apprg"Ilval DaW, May 27,2021 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ASSA AB1,0V Entrance System,US. Inc. NOTICE OF ACCEPTANCE: EVIDENKE SUBMITTEU), 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die (kiwings and sections (,Stibnzitteduridtt-NOANo. 20-01'06.03) 2. Drawing No. SL500-RJ.04FB()-D-HVIIZ fifled "Serics SL-500 Resilience 1 ..104 Sliding Door Systern Bi-Parfing mi(] Single Sliding Level D (50 fifis)", sheets I through 21 of 21, dated 07/1.9/2019 with revision 2 d(ated on 03A)312,020, prepared by manufacture, signed and sulod by Scoill, Wolters, P.H. on ('.)2/22/2021. 13. TES'['S L None. CALCTI-ATIONS L None. D. QUALITY' ASSURANCE L Mianii Dad epartinent of Regulatai-y and Eccurlotnic Resources (RER). F. MATERIAL L Notice or issued to Kuraray Amcrica, Inc, for 1110"Serstry Glass @ Irtiteflayer", expiting on 07/04/23. F. STATEMENTS I Staternmit lettei,of confornuitwe tof"BC 2020 (7111 Edition), dated 02/22/202 1, p rolmrod by markers engiucering, signed Arun sealed by Scott Wo),hers, PT, (I". OTIIFR L 'rtiis NO A revises NOA No. 20-0106.03, expiring on 03/19/20'25. ................-1.. ....... ......... Wang zhau'1"11'. Py.vduct Control Examiner NOA No.21-0324.07 Expiration Date. Mwch 19,2025 ApprovM Date- May 27,2021 E -2 Docusiuguun uuEuNNnvelopel ID:758E707C-0152-4329-B4DC-28IIJFJJJJJJ2AOD3B440 p Kf�ryrym a 'a OIIP, a iuiiull IIIII� �„;�� IIIIV p u pRh pp a V 1 lo' i iui. IIIV uu H 4@ you . u . you u � Optional Features Convenience Battery:Capable of full operation with black ., out conditions,including sensor capabilities for minimum of 100 cycles. Digital Cycle Counter: Battery powered,7 digit LCD cycle counter with a reset feature to track door usage cycles Access Control Package Electric Lock Management(Optional) Electrified slide lock automatically locks the sliding function of all sliding door panels within the entrance when the door panels are in the closed position. ttt Fail secure operation: Slide lock shall lock the sliding function of the door panels upon loss of power. Fail safe operation: Slide lock shall unlock the sliding i function f the door panels upon loss f power. � o 0 00 0 0 0 Exit Device(Optional for FBO only) 1 j Locks the breakout function while allowin emergency e ress at all times.Automatic locking fort e sliding door g . when the door control switch is in the closed position. . Optional surface mounted panic device available to comply with NFPA 101 Emergency egress requirements. Impact door packages with panic devices are rated to 80 The ASSAABLOY SL500 Resilience R104 offers both strength and an PSF. array of options to meet all your needs in specifying, Complies with installing and owning hurricane rated sliding doors.Available 1.ANSI/BHMAA156.10, ICCA117.1, in overall frame widths of up to 16'for bi-parts,9'for single slides 2.ICC/IBC-International Building Code. and overall frame heights of 104",you get both strength and size. Coupled with an elevated ASTM F842-17 Forced Entry Resistance 3.UL�CUL—Approved for use in Canada and USA. rating of Grade 25,the ASSA ABLOY SL500 Resilience R104 4.NFPA 70-National Electrical Code. provides higher security than ever. 5.NFPA 101 -Life Safety Code. Activation Sensor Package Features ANSIIBHMAA156.10 compliant •ANSI/BHMAAll 56.10American National Standard for Power Combination Activation Motion Sensor/Safety Presence Sen- Operated Pedestrian Doors compliant sor utilizing K-band microwave technology 1. Motion Sensor to activate door •TAS 202 and ASTM E283 for air leakage rate below 1.0 CFM/ 2. presence Detector while door is closing,mounted on each square foot side of header • Full dry-glazed system that allows for glass replacement on site Knowing Act/Manual Activation •Attractive lock bodies that allow for single point of release 1. Wave Plates or Push Plates to activate door per operable panel 2. Motion and Presence Detector mounted on each side of • Emergency breakout to meet Life Safety Codes header for ANSI/BHMA A156.10 compliance,sensors disabled at closed position • Replaceable track that extends the life of the overall door Aesthetics package Anodized Finish: •Two heavy duty high performance plastic roller wheels per Clear,Dark Bronze,Custom anodized to match architects wheel assembly,for a total of four(4)roller wheels,1-7/16 sample. inch(36.51 mm)diameter,per active door leaf for operation over a replaceable aluminum track Painted Finish: Powder coat painted to match architect's specs. assaabloyentrance.us.assaabloyentrance.ca Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 81-PartfingUarrowStile, shwe Slide karri tfile PSF Ratings Min....... Max„ Min... Max FBO Single Slide Impact Level E FrameWidtfi, 120` 1J '.' Fr rreWidth " 1081, FrameWidth ClearOpening 453/4' 813j4" ClearOpening 32; 46" Frame Mou ingl feig#rt Jp" 1.p4 Meru ingHe%gh JfS'" 104` Height 90-104�� 80 80 �� 80 �� 80 �� 80 �� 80 80 80 ClearOpening 801, 94" ClearOpening 80" 94" FBO Bi-Part Impact Level E Frame Width 4petatorrl`Yrpe IX Electro4bechanical 114 Hfs Max Panel Width NarrowStile:Bi-Partis48-3'/4 Frame 90-104 80 80 80 80 single slide 54-3/4"(narrow) Height D60wWeigbt Maxweight400lbs, FBO Single Slide Impact Level D Frame Width PowerSupply 85V265V adjusting automatically IIIIIV�ufU� poweiritansumptlarn )%W 0 IN IN IN IN WA W im ON AMP Requirements A maximum of 3 amp draw, 90 125 119 113.6 108.7 104.2 100 96.2 92.6 allowing 5 operators on one 92 123.5 117.6 112.3 107.4 102.9 98.8 95 91.5 20 amp circuit u 94 121.9 116 110.8 106 101.5 97.5 93.7 90.3 Electro�MiecFranic,al Lockirigbevice Fall S'afe frail Secure z 96 120.2 114.4 109.2 104.5 100.1 96.1 92.4 89 Impact Levels/Glass Compatibility Level D:large missile impact test E rated at 50 feet per second and is 98 118.8 113.1 108 103.3 99 95 91.4 88 available in 9/16 and 1 in insulated 100 117.4 111.8 106.7 102.1 97.8 93.9 90.3 87 glass 102 116.2 110.6 105.6 101 96.8 92.9 89.3 86 Non-Impact: Non-impact entrances require shutter system for use in wind 104 114.8 112 104.3 99.8 95.6 91.8 88.3 85 borne debris regions FBO Bi-Parting Impact Level D Level E(FBOOnly):large missile impact Frame Width test rated at 80 ft per second and is IIIIIV�ufU� available in 9/16 glass. uuu Opening Time 1.5Sec.Max.size* 90 115 107.5 99.9 92.4 (700mm/sec•) 92 112.5 105.1 97.8 90.4 C1cririime 3;55ec,Maxsize 0 94 110.1 102.9 95.7 88.5 Hold Open Time 0-60 adjustable = 96 107.8 100.8 93.7 86.7 ArrrbieritT [raper re, E 98 105.E 98.7 91.8 84.9 Usage This product can be installed internally or externally with suitable LL 100 103.5 96.7 90 93.2 weather protection 102 101.5 94.9 88.2 81.6 Complr L7 15 fi� ANSIJLHmAA156 10ICCA11IJ 104 ' 99.5 ' 93 86.5 ' 80 1CC118C-1ntomationatWtdingCode, ` CUL-Approved,foruseirtCanada, FSL Single Slide Impact Level D NrPA10 National Electrical Code. Frame Width s NFRA 1 al-Life Safety Cade, ��I�� Frame 9U-104 80 80 80�80 80 80 1#80 80 Configurations `consul,ASSAABLOYforcustomconfigurations Height �pWY�ip� ppR o FSL-Bi-Part Impact Level D t; Vertical Stiles 2-14" 4" Frame Width SL500 Resilience R104 FBO SL500 Resilience R104 FBO Frame 90-104 80 80 80 80 Bi-Parting Narrow Stile Single Slide Narrow Stile Height ..,,, e.m ... c ., ,........... �: Approvals/Code Compliances o 41 •r �. w I AAMA 1304&ASTM F482 w' TAS 202,ASTM E 330-97 Static Air Pressure z TAS 202,ASTM E 283-99 Air Filtration g TAS 201,ASTM E 1996-02 Impact,Large Missile o L TAS 203,ASTM E 1996 Cyclical Test a SL500 Resilience R104 FSL SL500 Resilience R104 FSL Bi Parting Narrow Stile Single Slide Narrow Stile Florida Approvals: a •Impact/Non Impact FBO/FSL Bi-Part and Single Slide-30356 E T ... w Miamr Dade Approvals: v ..,.., � �• � ��dr1�il�ii�i� �1�1/111��f�ile�� °1»1N»ridrt»geQi,ufiV �ldlioi/WRIT p 0 i m i ASSA ABLOY Entrance Systems Tel:1-866-237-2687(US).1-888-608-9242(Canada) A;itiAAl41(?Y,itivvuiiltianillupu ireti ulrrnarl«uvviirdirythe info-automatic.na.entrance@assaabloy.com A;,,AAis OY(�imilp. assaabloyentrance.us.assaabloyentrance.ca Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 lull INI I u ��u q uui i�i ui �iN k m beam,r ASSAABLOY � �U�IIII�I��'lllllJl�ll�l�l%1 �� ,' IIIIIII -.. 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(D LU 0 0, 5i F-- LL oO 0 N> 0 LU IJI 5i 0, LU ol 1 LU LU z LU -10 F z LL 0 0 LU LU F-- z LU F-- 0 z N 0 1 1 V N 0 d N 0 3 A 3 0 V N I a N 0 A M V N 3 —7 w zo wo s o cl ' of o w 0 o 0 w Of m azo Apo w w z w 12-0 0 -M 0 W)l I vA I I I I I' I 0— < 0 w Of LO M. _j 'IT w w > Z W z w ki 11 z o >0 'o 00 M, LLO 0, '0 110 0,'0 10 o . 0 0 z 0 11 mo 1. w 0 0 I ——————--————————————————— 0 0 C) 0 0 C') 20 0, z 0 004 n o 0 Im 11 I LL 0 M z 0 w U) ------------ w Im ------------- rX m 0 lo 'o lly 0 ' 0 ry w I rX z 11 < 10 > 10 3:00 �-o LL 0 0 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ESTIMATE keys welding Ilc 178 Garden street :rC (In Tavernier, Florida 33070 TP United States 3054075931 FI 10 Estimate Number: 381 Nv2a Estimate Date: May 28, 2025 TBergeron@nv2agroup.com Valid Until: June 27, 2025 Grand Total (USD): $10,500.00 Services Quantity Price Amount Vestibule steel and install 1 $10,500.00 $10,500.00 This is to include cutting and fabricating to the plan. All welding and install included two nights and two days.Also renting two duck jacks Grand Total (USD): $10,500.00 Powered) by wave Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Key West Welding & Fabrication, Inc. 1 ,54629 RO, Box 2658 KEY WEST, FLORIDA 33045 P'HONE 305-296-5555 �Sarne as"Sold Tb"UlflesL offiPwise Inidica[ed bellow) TO SHIP TO Cus,,rGM.ER ORDEF1 NIO K)F3 NAME SHIPPEI)VIA DATE" CUST NO, -bRID� �ED SH P'ED TEM N0 ZJ MQUNT 4 J4d -X ......... ... . ...... (RI)J° ,,,5772 KEY --------- WO "S AVE CRDJ� 'ARC ........ "XXXXXXX1,10 G�') 2 ... ..... 14C)ICE 2 C4 ... ........ .............. ......... ... f . ............ ......... ------------ .. ------ CUS]0HP COPY -�e INVOIlCE TOTAL 4�o Trim ne)'ir n ss read the Terms arid CondifiCfIS CA say e ksled cm the reverse sIde of this InvoIce: WId thH IV,:M LM(Mfslands sarne and agrees to be bcwnd 1hereby, P1.. AS REWT TO ADDRESS ABOVE r,A,2 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 wino f 00 IL019U NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV K YST 9100 South Dadeland Blvd, Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 Submittal #05 1200-085.0 - Gate Vestibule Steel 05 1200 - Structural Steel Framing Revision 0 Submittal Manager Ryan Donnelly(NV2A/Gulf Keystar JV) Status Open Date Created Aug 8,2024 Issue Date Aug 8,2024 Spec Section 05 1200-Structural Steel Framing Responsible Steel Fabricators, LLC Received From Andres Delgado(Steel Fabricators, LLC) Contractor Received Date Submit By Final Due Date Aug 22,2024 Lead Time Cost Code Location Type Shop Drawing Approvers Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly(NV2A/Gulf Keystar JV),Tang Fang(Mead&Hunt),Oren Guttmann (McFarland Johnson, Inc.), Christopher Kopec(McFarland Johnson, Inc.), Don Koppy(Mead&Hunt),Judy Telford(Mead& Hunt),Tonya Wood(Mead&Hunt) Ball in Court Tang Fang(Mead&Hunt), Oren Guttmann(McFarland Johnson, Inc.), Christopher Kopec(McFarland Johnson, Inc.), Don Koppy (Mead&Hunt),Judy Telford(Mead&Hunt),Tonya Wood(Mead&Hunt) Distribution Alex Hyppolite(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV),Claudio Santos(NV2A/Gulf Keystar JV),Gabriel Valladares(NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Jasmine Sander(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.), Kellen Donnelly(NV2A/Gulf Keystar JV), Kirk Boothroyd(McFarland Johnson, Inc.), Mansour Sodagari(NV2A/Gulf Keystar JV), Ryan Donnelly(NV2A/Gulf Keystar JV),Tim Bergeron(NV2A/Gulf Keystar JV) Description Steel at interior storefront systems at Gates 1-7. Reference AAN submittal 08 4313-004-3-Alum Storefront. Track Procurement No Notes Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments Andres Delgado Aug 15,2024 Jul 31,2024 Submitted 05 1200 085 0 ra Kira S, el ipdr Eduardo Dominguez Aug 15,2024 Pending Kellen Donnelly Aug 8,2024 Aug 11,2024 Pending Ryan Donnelly Aug 8,2024 Aug 11,2024 Aug 8,2024 Reviewed by NGK 05 1200-085-0-Gate Vestibule Steel.pdf(Curr¢,W) Comment Steel at interior storefront systems at Gates 1-7. Reference AAN submittal 08 4313-004-3-Alum Storefront. Tang Fang Aug 8,2024 Aug 22,2024 Pending Oren Guttmann Aug 8,2024 Aug 22,2024 Pending Christopher Kopec Aug 8,2024 Aug 22,2024 Pending NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 9,2024 08:58 AM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Submittal#05 1200-085.0-Gate Vestibule Steel Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Name Sent Date Due Date Returned Date Response Attachments Don Koppy Aug 8,2024 Aug 22,2024 Pending Judy Telford Aug 8,2024 Aug 22,2024 Pending Tonya Wood Aug 8,2024 Aug 22,2024 Pending NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 9,2024 08:58 AM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Mi GULF S U a u.to a rui G 20-2039-01 - KWIA Concourse NV K A and Terminal Improvements Program 3941 South Roosevelt Blvd. NV2A/Gulf Keystar Key West, Florida 33040 9100 South DJMland Blvd, Suite 600 United States Miami, Florida 33156 United States (786) 233-5060 Title Submittal Manager Gate Vestibule Steel Ryan Donnelly Spec Section Type 05 1200-Structural Steel Framing Shop Drawing Number Rev 05 1200-085 0 Description ........................................................................................................................................................................................................................................................................................................................................................................................... p ............................................................................................................................................................................................................................................................................................................................................................................................................. Steel at interior storefront systems at Gates 1-7. S U1:3 I I I XI..... uZui::..:VI.:.W III,,,,,,,,,,,,III Approved..No II.xcelptions Yalken VResuLl I I C Approved as Noted••Make Corrections Noted ULF birnuttai , � I Q NotIl�e:flu�ulrr*aq) T �� i III,,,, ,III II' r*vase andII'esu�lt�lrrnut II: c.r*p6:plt�ns"d"«ullcr*n Project. 20 2()3 -0 1 Reviewed 4y p �::� III.... III IReWi:ed Accepted••Ilnforinnationall Su birnuttai Review Status; ubn6ttW was r vlo wed for gni conformance to cointraiiA docon ants L... „� Not Accepted..Ilnfornnationall Su birnuttai only, it is not to be construar9 as acceptsrwfce o9 responsi 6llty foil desiign ntont, Approwill of ttbrs subniuttali does not rr,glovr:* Oho suboonit actor or III,,,, III Not 11 evu wed vendor of their Contractual responsibility to confirm tolerances,, olfearantce's:, Airi-lhlltei.'ls/Ili.inig'tlinieeir's action oini'tlhuis Su lbirniittPal is IhrPaseil solely oini'tlhe liinir'oir'irruaa't'ioini quantifies, tatbrrcafion pr'ocossesI, techniquoS of coristructpon, coordination su lbinitted and is sual iect'to'tlhe the Airi-llnlitei.t's/II inig inieeir's iravi w is Illiiniited to veirlfyiinig ge nieiraal coinrulp atilh Olty with the de igini a oiniu elpt of tlh e a oirrulpleted I airoject of work with other trades, and peR'fWmance of work in a safe and as Pa ruainict'ioiniliinig whole as iiindicated Iry tlua r.oinrtirPact IDocuaineinits,and for geinieiraal satisfactory rinaniner., i coirnipliaainice with the iiinifoirirruaatioini giveini iiini tlh e r.•.oinitiraact II:'Foruairneinitq No detailed c1he lk of quaaainitities oir diineinisioinis was imaade. Approval of as sipe is.iiteiru shall iniot m aaini approval of aaini arises rulhly of wl ichn tlna iiteirn is as coinipoinieinit. IDiaslpoasitioini oir niotaatioinis do iniot constitute as coinitraact inruor:i icaatioini and do iniot relieve tl e Contractor firoiru coirnipliainice with r.oinitraact IDocuaineinitas,soveiriniiinis cor:tleas and asualaatioinis Contractor shall Iha solely ireslpoinisilhla for coiniplyiinis with tlna r.oinitraact Fou:uain initas,aaswallllaaswitln,Sualplpli it"gin/Iloaainivafaau:tuairait's iiinistiructioinis consistent witln tlna Coinitiraact IiDoru irneinita,Ownieir's directions,and Il-aaws andIR..egualaat'ioinis "rlh e Genieiraal Contractor,,Su bcoinitiraactoir,aainid/oir Construction I10aainiaaaneir its sole iy responsible foir: olhtaaiiniiiinis,coinre aatiinis,coinifiinnruiinis,and coinrectiinis diineinisioinis at the Site;quaaainititie s,iiinifoiriruaatioini and choices Ipeirtaaiiniiiinis to fabrication tedh iniqu e s, m aainis,i rua tl nods,sequences,Ipirocechaire s,and to dh in iiqu e s of coinistru ctioini; cooirdiiniaatiinis woirlk with otl eir trades;and einsuairiiinis that woirlk is Ipeirfoiri ed iiini as safe and satisfactory irruaainiinieir Airclhltecttll::linisiinieeir is iniot responsible for ire su lbirnittaalas oir tiraadkiiinis progress of ire sualhi ruiitNi s. b711./ D€t II IIUIN n,IIN&: D €t II II ll•r.&:II II n ll.r:n urAlli.11.:!, I�AG:. m lul�n I:d)( 02825 1) "ll"'llr::: 8/15/2024 Coordinate with -T . drawings Tor all conditions. Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ��yfl�lh9�p� Steel Fabricators, LLC Page 1 of 1 721 NE 44th Street Date : 7/31/2024 Fort Lauderdale, FL 33334 Transmittal #: 5120-068 Phone: 954-772-0440 Job #: 0922596 Key West International Airport Concourse A Seq. 168 To: Gulf Building Attn: Alex Hyppolite 1121 E Broward Blvd, Sent via: E-mail Suite 500 Ft. Lauderdale, FL 33301 We are sending you enclosed, the following: Erection Drawings, Shop Drawings TO BE RETURNED BY: 8/7/2024 Drawing Number Revision Description Detailed/Revised E 16800 - E 16804 A 7/31/2024 168001, 168002 A COLUMN 7/31/2024 168003 - 168008 A BEAM 7/31/2024 This material is being transmitted for the purpose listed below: For Approval Remarks: #109 - Store Front Steel If enclosures are not as noted, please notify at once. 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"*,, III U w 2 N � z L...... 4 �m m Qm` e 0 1 � � N O ma ow oo w ( w 5 a ow p Q.L (r"'•� L9 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 152 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 14 GULF BUILDING PCO #152 NV K KE='YST*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 #152: Bella-Area E Slab Pour-back, Concrete Columns & Beams Repair 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: 152/0 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: 8/25/2025 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: $21,149.70 POTENTIAL CHANGE ORDER TITLE: Bella-Area E Slab Pour-back,Concrete Columns&Beams Repair CHANGE REASON: Existing/Unforseen Condition POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Bella-Area E Slab Pour-back,Concrete Columns&Beams Repair This change order authorizes the following scope of work in accordance with RFI#512, RFI#515,and submittal#03 3000-002 at Area E of KWIA project (20-2039-01): • Pour-back of the slabs at the kitchen and bar of the Conch Flyer which were removed within Area E. • Pour-back of the areas where existing masonry walls were demolished. • Repairs to existing concrete columns and beams within that area. The cost breakdown, RFIs#512,#525,Submittal#03 3000-002,and pictures of the slab are attached for further details. ATTACHMENTS: COP 26...Area E Sllab lPourback&Concrete IRe airs.pdf 512 -0Respon.e..pdf, 03 3000-002..0...Concrete Mix IDesians..odf Ili#2.p . lPic; #1.'.peg _515...existino conditions east bagcl I;airva..pdf # Budget Code Description Amount 1 03-.31.10.00.S Structural CIP Concrete Area E Slab Pourback $19,227.00 (Complete).Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,922.70 Grand Total: $21,149.70 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 Di,nii,i,n 11,Chns phe,Kopec ^`"`"Sigoad by, Da[e:202509.1015,50,37-04-00- �Y' 1 Kopec ', 09.12.2025 ._. � P 589 L � SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 8/26/2025 1 04:37:58 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:8/25/2025 06:45 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Bella Construction of Key West, Inc. CGC 1518284 35 Diamond dr., Key West,FL 33040 Office(305)292.9888 IVliir lhaell C Coincretebelllla.com ------------------- Change Order Proposal Date: August 19,2025 Reference: COP 26 To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Javier Ordieres Project Title: 1065-KWIA Terminal mail: Jnrdiieresd�IVV2Arn aa,cnm Javier, See below for our pricing to pour-back the slabs at(1)the bar of the Conch Flyer which was removed within Area E to facilitate the installation of plumbing systems and other features of work&(2)the areas where existing masonry walls were demolished as well as the repairs to existing concrete columns and beams within that area. Total COP: Nineteen thousand two hundred twenty-seven dollars --------------------------------------------------------• $19,227 COP Scope Description: 1 Area E Slab Pourback Areas: 1.1 Area of slab where the bar at the Conch Flyer was previously located.9'-4"x 27'-9"x 4"thick. 1.2 Areas where masonry walls were previously located:(1)1 T-O"x 0'-10"x 0'-4",(2)13'-0"x 0'-8"x 0'-6",(3)14'-0"x 0'-8"x 0'-6" 2 Repairs to the(2)T-O"x V-0"existing concrete columns located within the ground floor of area E. 3 The(2)existing holes in a concrete beam located within the ground floor of Area E are to be patched. 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,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 Slab Pour-Back 7.1 All slab pour-back areas are to be reinforced with untreated 4x4-W4.OXW4.0 Welded-Wire Fabric. 7.2 The adjacent existing concrete slabs are to be coated with epoxy bonding agent prior to pour,dowels will not be installed. 7.3 Vapor barrier will be installed over slab subgrade which has been installed and compacted by others. 7.4 All concrete used at slabs-on-grade will have a compressive strength of 3,000 PSI at 28 days following placement. 8 Concrete Column&Beam Repairs 8.1 No additional reinforcement will be installed at the concrete columns.(6)#5 dowels will be installed at each side of each beam repair. 8.2 Concrete Columns&Beams to receive new concrete material will be coated with epoxy bonding agent prior to concrete placement. 8.3 Concrete Columns&Beams will be repaired with approved cementitious patching materials. 8.4 Treated or fiberglass rebar is excluded.All rebar included in this scope of work will be ASTM-615 Grade 60. Approved: Contractor: Owner/Contractor: Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Bella Construction of Key West,Inc. CGC 1518284 35 Diamond Dr., Key West,FL 33040 Office(305)292.9888 Miicl ell.{c concretebeHa.corn Pricing Breakdown Date: August 19,2025 Reference: COP 26 To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Ja�dtlugres..a,_NV? Grou�r,cot.n Project: 1065-KWIA Terminal Javier, See below for our pricing to pour-back the slabs that have been removed within Area E to facilitate the installation of plumbing systems and other features of work as well as the repairs to existing concrete columns and beams within that area. Un. Conc. material Rebar CMU Labor Equip. Subs sub total Area E Slab Pour Backs 4"thick Slab Pour-Back at Conch Flyer Bar Concrete 3 Cy 986 Fine grade 259 sf 311 Form&Strip 259 sf 777 647 WWF 285 sf 162 313 Epoxy Bonding Agent 29 sf 41 352 44 Place&Finish 259 sf 1,320 142 Pump 3 Cy 268 268 986 818 162 3,212 454 5,633 4"thick Slab Pour-Back at Demolished Masonry Walls Concrete 0.5 Cy 139 Fine grade 30 sf 36 Form&Strip 30 sf 90 75 WWF 30 sf 17 33 Epoxy Bonding Agent 38 sf 53 452 57 Place&Finish 30 sf 153 16 Pump 0.5 Cy 38 38 139 143 17 786 111 1,196 Repairs to Existing Structural Concrete Elements (2)Existing Concrete Columns Grinding&Preparation Work 32 hrs 1,504 80 Epoxy Bonding Agent 72 sf 102 864 108 Form&Strip 72 sf 216 684 Patch Material 12 bags 486 1,860 15 804 4,912 203 5,919 Existing Concrete Beam Infill Grinding&Preparation Work 16 hrs 752 40 Drill&Epoxy Dowels 24 ea 96 94 302 60 Epoxy Bonding Agent 12 sf 16 139 17 Form&Strip 68 sf 204 646 170 Patch Material 19 bags 761 1,409 23 1,078 94 3,249 311 4,731 17,479 OH/P/Bond 10% 1,748 Total COP $19,227 Approved: Contractor: Owner/Contractor: Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 �r V,U rF DOOL NG NV2A/Gulf KeystarJV Project:20-2039-01 KWIA Concourse A and 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 #512: Existing Conditions at Old Holdroom First Floor Area D/E Status Open To Christopher Kopec(McFarland Johnson,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV) Don Koppy(Mead&Hunt) 9100 South Dadeland Blvd,Suite 600 Genae Sweet(Mead&Hunt) Miami, Florida 33156 Tang Fang(Mead&Hunt) Tonya Wood(Mead&Hunt) Tyler Bethel(Key West International Airport) Date Initiated May 20,2025 Due Date May 27,2025 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 Jam,Gregg Gaston(NV2A/Gulf Keystar JV),John Govero(NV2A/Gulf Keystar JV), Gustavo Lazaro(NV2A/Gulf Keystar JV), Frank Montalvo(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.),Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Finishes NV2A/Gulf Keystar JV Page 1 of 2 Printed On: May 20,2025 10:03 AM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 RFI#512-Existing Conditions at Old Holdroom First Floor Area D/E Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday, May 20, 2025 at 09:46 AM EDT Please see the KWIA RFI 512 Attachment, indicating the existing conditions in the existing terminal first floor holdroom.The items requiring clarification are listed below: 1. Non-load bearing masonry walls(noted as stud walls,structural columns to remain), please confirm this is to be demolished. 2. Existing Artwork; Please confirm this is to be preserved. 3. Concrete beam at 6 4"to bottom of beam.(New ceiling to be at 6 4"AFF)Please advise if ceiling height shall be lowered in this area. 4. LVT behind old gate counters not shown on demo plans, please confirm this is to be demolished. 5. Slab elevation differences at restaurant/hold room where kneewall was, please confirm concrete shall be chipped out as the finished floor is to be flush here. 6. Area has ceramic tile flooring, not shown on demo plan,please confirm this is to be demolished. 7. 2 windows not in field,please confirm no further action required. 8. Right area has tile and LVT not shown on demo plan, please confirm this is to be demolished. 9. LVT not shown on demo plan, please confirm this is to be demolished. 10. Existing column is 4 1/2"thick.Wall is type SA3 to be installed in this area,please confirm if the wall shall be upsized to conceal column in wall. 11. 2-3"Concrete/wood slab not shown on demo plans, please confirm this is to be demolished. 12. Kitchen Hoods&Equipment not shown to be demolished, please confirm this is to be demolished. 13. Note 4.030 indicates walk in freezer to remain. Please confirm if it to stay or be demolished. Attachments Kt/tU IRli 11 512 Attachment„pdf 1. Yes; the r on=lead beariWng'walls will heed toWWbeWdemoli hed. 2. Per Tyler's request, rerhbve'arkwbrk the and keep as'intadt as possible. 3. E`Xlsiihg colfilcrete iva�urh IIw iu° mai<ill '11 NOw'design'of af,illihig will Ilbe issued shortly,, 4. LVT should be demolished. 90% Specification"09 6500-3 3'.02'notes�that existing flooring and adhesive should be removed,prier to installation of resilient flooring. Demolition Plan 'General Notes #3 on 90% notes,the removal of all items that interfdre'witfi final construction. 5. Concrete finish floor should be flushed with tchp cif concrete slab of"surrounding area. S. Tile should be demolished. 90% Specification 09 6506-3102' notes that existing flooring and adhesive should be rem©ved' prior to installation of resilient flooring. 7. As noted in keyed notes, exterior of the windows are covered in'plywood, and interior is furred out. 8. Tile and LVT should be demolished; 90%5pecificatior! 09 6500-3 3.02 notes that existing flooring and adhesive should be removed prier to installation of resilient flooring.' 9: LVT should be demolished. 90% Specification 09 6500-3 3.02' notes that existing flooring and adhesive should be removed prior to installation of resilient flooring. 10. Will need to dimensions to locate column and in reference'to where new wall is installed, so it can be determined whether column can be'encfosed within a wall or not. 11. Dernolish 2-3" concrete/wood slab. 12. Yes, axis i°ung (kitchen fiobd al m,illd be lreino od Ii ''., dd;; exiisi ui�ig'frdezer sllhcuulld 16 a r hraa u,d [Design,with ne 'frda2dur llisu ailed iuh same' NV2A/Gulf Keystar JV bcati n W1 i be issiu d shbr ldw Docusign Envelope ID:758E707C-0152 4329-B4DC-28F2AOD3B440 3AOUM WNIIAH31'8 V 3SHnOONOO z _ M a a o ti iUOdlilb'W111OLVNb31Nl 1S3M h3N e w o°w c �'�y a b obo8£ '3saM Aa)4`PM8 llanasooy S L6b£ g ¢w g Q s - ► J NOIIVIAV 3O 1N3AiHVd34 ldNnOO 3OHNOA „ o 0 .. z ... 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" � W 0 3 a I k r o I ° ICI d I I " rlr- f - r.. o w �S " I s � n I I I �k�r�- I t".. j"a� r r-� ➢ � W - II IV I I III" a TM�J- III W e o ��VII f e II I I i 9 " I �r ii II I " II e r.l I I I f 17 1 I I i , f Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ,�rrr / / o fr�r o lU a fff�aaan / I I r u� uuum ��// + J✓% JO 4 CD 0 EE QD 716 Alt 1/ ri rL I if,, uum „i yuuuuuu i �, ur V uuuuUVVVVVVVVV I �„ �li iiil� I � IIY�� 1 r I w�l li � lllllluulllul 0 w rure� IIIV m , d r� it /ii, r ' Docusign Envelope ID:758E707C-0152-4329-B4DG28F2AOD3B440 �, /Iw� s, BCS t % ( md FIR f' ui it Puumi� r 1 /j Yfd rrr'r ni rr U�IIIIII ICI o 'I tpiYioum a uou �i�/1��'9%�'/%�!%�"✓'�` � �� , / ��j�/�D,� IIIIIIVIII�I Wol l��l �I � „ um�� rn LU II C � t Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 �r V,U rF DOOL NG NV2A/Gulf KeystarJV Project:20-2039-01 KWIA Concourse A and 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 #515: Existing Conditions East Bag Claim Revision 0 Status Closed on 07/24/25 To Oren Guttmann(McFarland Johnson, Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV) Christopher Kopec(McFarland Johnson,Inc.) Date Initiated May 28,2025 Due Date Jun 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 Jam,Gregg Gaston(NV2A/Gulf Keystar JV),John Govero(NV2A/Gulf Keystar JV), Gustavo Lazaro(NV2A/Gulf Keystar JV), Frank Montalvo(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson, Inc.),Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Structural Steel Activity Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Wednesday, May 28, 2025 at 04:30 PM EDT The demolition for Phase 2 East Bag Claim area has been completed. It appears that several structural beams have been modified from their original installation.We respectfully request that these beams be inspected prior to the installation of new finishes which will cover them. Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday,Jul 23, 2025 at 11:53 PM EDT Several concrete beams and one concrete column observed during site visit require repair.See attached field report and revisions to sheet S-115,to be issued as ASI. Attachments Key West Terminall•-Field Report•-Structural•-20250627..pdf, 18811..02•-S.-Concourse-21 •-Sheet.-S•-115•-SECOND FLOOR FRAMING PLAN,.ARIEA IE..pdf All Replies Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday,Jul 23, 2025 at 11:53 PM EDT Several concrete beams and one concrete column observed during site visit require repair.See attached field report and revisions to sheet S-115,to be issued as ASI. Attachments Key West'ferminall•-Field Report•-Structural•-20250627..pdf, 18811..02•-S.-Concourse-21 •-Sheet.-S•-115•-SECOND FLOOR FRAMING PLAN,.ARIEA IE..pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Aug 25,2025 06:00 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 4650 Sheridan Street, Suite 500 Hollywood, FL 33021 McFarland Johnsion Telephone: (305) 705-4871 www.mjJinc.com FIELD REPORT - STRUCTURAL Project: EYW Concourse A DATE: 06/27/2025 Contractor: NV2A, Gulf, Keystar JOB #: 18811.03 Present at Site: Oren Guttmann—MJ Kirk Boothroyd—MJ FIELD REPORT—06/27/2025 Site Visit Noted Construction Progress: • Existing hold room demolition is in progress. • Existing Conch Flyer location demolition is in progress. • Concourse A construction is majority complete. Observations: 1. Contractor noted there is a concrete beam along grid EH in the existing hold room that appeared to have been structurally compromised, see picture 42. Field review of this condition confirmed that the structural concrete beam is in fact intact and that a portion of the non-structural masonry wall below had been removed. It is acceptable to remove the rest of the masonry in this area, circled in red. 2. Contractor noted there were some bar joists with some rust. The joists are located between grids EG- EH and E3-E4. The rust appeared to be surface rust with no section loss of material. This condition is not currently of concern. 3. Several holes had previously been cut in the concrete perimeter beam of the existing building, see pictures 45 and 46. The holes are approximately 32" wide x 16" tall. These penetrations were made during a prior renovation. The holes compromise the strength of the concrete beam as they cut through several shear stirrups and removed a large section of the beam and needs to be fixed. Engineer to issue direction on repairing the beams. 4. The existing concrete column on grid EP/E8 had been damaged and has its reinforcing exposed. See picture 47. Engineer to issue direction on repairing the column. 5. The existing steel saddle connections on the pipe columns along grid E5.8 may be removed without affecting the strength of the existing columns Contractor noted they would cut these off 1" from the columns as the columns are boxed out. See picture 48. Field Report- Structural Page 1 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 6. At the area of the new TSA checkpoint there are many existing electrical conduit along grid XF.7, see picture 49, which will conflict with the structural support for the security grille. Engineer to issue direction on adjusting this support. 7. Contractor asked to confirm the removal of the concrete dumbwaiter walls above the second floor in the area of grids X9/XG. See picture 410. Concrete walls to be removed to 6" below floor level to allow for support of the new infill slab. Demo to be as shown on sheet SD-113. No other discrepancies noted. Please call if you have any questions or commeAts. Oren,)6uttmann,,P -McFarland Johnson m Field Report- Structural Page 2 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 sr «a v r I r�. I d 1 Picture 41: Progress of demolition in existing hold room. r` t, I A Picture 42: Existing concrete beam along grid EH. Field Report- Structural Page 3 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 �i�Y 6y`��I rj�gi�q+rR 'L�I� IIII liii IV@ u l i l` r Picture 43: Existing bar joists with surface rust. e� r +�4a rr+iiAnhYYrr(" e y , I I, M ' y i Picture 44: Holes cut in existing concrete beam. Field Report- Structural Page 4 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 VN^k" J Y1wa NUWPI lJ f� I flh� r ,! Picture 45: Hole in concrete beam and masonry wall below. J 1 Picture 46: Hole in concrete beam. Field Report- Structural Page 5 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 fir' if �y Picture 47: Column bar exposed in concrete column. rl II,C�I,I IIIIIIIIIII "��' a Picture 48: Saddle connections on existing pipe column. Field Report- Structural Page 6 of 7 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 r. z r r; i '' iimionur�rm�auwiai ro iriuuoiuuom uoi�rt a+ rewr oawwm�;omMa�� rrtrooil rtwrt� r 'rr �✓��imu�mn�ru�ru� arr�irrromai v„�y,�mrr,�wG �� r ur/i rir Picture 49: Mezzanine steel above TSA security grille. « r II � rr/ ' r mac, Picture 410: Concrete walls for dumbwaiter that extend above second floor. Field Report- Structural Page 7 of 7 Docusign Envelope ID:758E707C-0152 4329 B4DC-28F2AOD3B440 3AObdlNlIVNINHEli V V 3SbfIODNOO Z a 3 �y o ti iUOcIHIV-lVNOliVNb31Nl 1S3M h3N oa o e z o g awaLn + dly� M1 g a a p Q Z W T �°"Yo p obo££�d'3SaM Aar`PM8 llanasooy S L6bS _ N oCC _ a - NOLLVIAV dO 1NDAiHVd34 ldNnOO DOHNOA a s� Q - ' a z aa w W o I cn O O O I cs 5 Z H w I i «1 �1 - 1 0 1 1 1 s 1 1 = � o 5 1 LU 4+0 rl Q o, z �� W LL 1 3 1 C¢7 Cm7 3 1 ° 7 7 1 .Ws o ac U U LU rn r 3 .. O J W W 1 W W cr Q Q CD cr 1 Z Z 1 e � C7 C7 J w z 1 z 1 s Q ¢ 1 U- U- 1 IIr � n O 1 LL 1 J� W W r a ' 1 W W J U)Do- -----J------------------ ------------------- 1 1 1 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Bella Construction of Key West, Inc. Transmittal 35 Diamond Drive Phone: 305-292-9888 No. 004 Key West,FL 33040 Fax: 305-292-9880 PROJECT: KWIA Concourse A&Terminal Improvements DATE: 2/2/2023 PROJECT NO: 1065 REF: Concrete Mix Designs/Admixtures/Concrete Plant Info-Certs TO: NV2A Gulf Keystar JV ATTN: Alex Hyppolite PHONE: 954-699-9863 AlexH@gulfbuilding.com FAX: WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN Shop Drawings X Approval X Approved as Submitted Letter Your Use Approved as Noted Prints As Requested Resubmit Change Order IReview and Comment Submit Plans Signature Returned Subcontract SENT VIA: I Returned for Corrections Specifications Electronic Email Copy X Due Date: Separate Cover Via: Other: ITEM NO. COPIES: DATE: I NUMBER: I DESCRIPTION: STATUS 00001 1 2/2/2023 3000G 3000PSI Grout(Block Fill Cells) OPN 00002 1 2/2/2023 3057RO 3000#57-3000psi' OPN 00003 1 2/2/2023 3089PMWC 3000#89 Pump Mix 3000psi w-c ratio.45' OPN 00004 1 2/2/2023 3089PMSP 3000#89 Pump Mix w-Super Plasticizer 3000psi w-c ratio.45' OPN 00005 1 2/2/2023 50LWKWIA 5000 psi lightweight(Substitute for 4000 psi lightweight)' OPN 00006 1 2/2/2023 5057TER 5000#57-5000psi3 OPN 00007 1 2/2/2023 5057SPTER 5000#57-w-Super Plasticizer-5000psi3 OPN 00008 1 2/2/2023 5089MRSSP 5000#89 Pump Mix 5000psi w-c ratio.403 OPN 00009 1 2/2/2023 5089PMRSSP 5000#89 Pump Mix w-Super Plasticizer 5000psi w-c ratio.40 00010 1 2/2/2023 508957TER 5000#89-57 Blended Mix-5000psi3 OPN 00011 1 2/2/2023 508957SPTER 5000#89-57 Blended Mix-w-Super Plasticizer-5000psi3 OPN 00012 1 2/2/2023 MasterSet R961 Retarding Admixture OPN 00013 1 2/2/2023 MasterAir AE90 Air Entraining Admixture OPN 00014 1 2/2/2023 MasterGlenium 7500 Super Plasticizer OPN 00015 1 2/2/2023 Concrete plant quality control plan OPN 00016 1 2/2/2023 Cement Mill Certs OPN 00017 1 2/2/2023 Aggregate Mill Certs OPN 00018 1 2/2/2023 Drinking Water Standards Remarks: *Proposed mix designs comply with requirements of ACI 318,Chapter 5-Concrete Quality,Mixing,and Placing *Portland cement will be per ASTM C 150,type I or II. *Aggregate will be per ASTM C33. *1-1/2"maximum aggregate size for slabs-on-grade. I"maximum aggregate size,typical elsewhere. 3000psi concrete mixes(excluding grout mix)will be used for concourse 2nd floor perimeter wall and slabs on grade 25000psi lightweight concrete mixes will be used for slab-on-deck 35000psi concrete mixes will be used for foundations including grade beams and pile caps,elevator walls/pits,columns,beams,and first floor walls cc:Job File Submitted By: Mike LaBounty Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 159 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 NVK llllllr�' GULF BUILDING PCO #159 LM." 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 #159: Turnkey - Rerouting of 12" Ductwork at Area E 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: 159/0 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: 9/23/2025 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: $3,435.67 . POTENTIAL CHANGE ORDER TITLE:Turnkey-Rerouting of 12"Ductwork at Area E CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Turnkey-Rerouting of 12"Ductwork at Area E In accordance with RFI#515.1,the 12"duct at the rental car offices in Area E conflicts with an existing concrete beam.This change order covers the costs to reroute the 12"duct over the rental offices and run it beneath the concrete beam,as shown on the attached drawing M113E.The cost breakdown, RFI#515.1,and supporting drawings are attached for further information. ATTACHMENTS: KW�A_TKII COI:R#025 RIF11 515 Concrete Beam Opens ng.pdf , IRFII#515.1-Concrete Opens ng A&ong (;ILI®2.2.pdf # Budget Code Description Amount 1 23-.00.10.10.S HVAC.Subcontractor Rerouting of 12"Ductwork at Area E $3,123.34 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract markup $312.33 Grand Total: $3,435.67 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 FSigned by: igned by: (,Signed by: sfe S. rxA� ca �Vh Vt's 062E1 EB4233B487... E65F52F4C2F4D3... 6A693417... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 9/26/2025 1 05:18:38 PDT 9/26/2025 1 07:46:03 PDT 9/25/2025 1 20:55:56 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 9/23/2025 06:58 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 C.O.R.Date Wednesday,September 3,2025 "jwTurnke " 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 # 025 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#515.1 response that reconfigure duct work for the rental car space. Exclusions: Cutting/patching of walls, quick ship. 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. Item's Amount Please see attached breakdown $2,839.40 Cost $2,839.40 OH+Profit+Bond 10 % $283.94 Sub-Total $3,123.34 % $0.00 Sub-Total $3,123.34 % $0.00 Total $3,123.34 Accepted By: Date: Submitted by: Date: Sep 3,2025 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 r1 Ln o o 0 0 m 0 0 0 n Lfl v N O O N Il N W N O1 00 O M c Q � � � N � t/} t/} c-I N Lir-I Om N W a z J O H O U O w O 1n r4 O N v)- w OU 2 H O 00 00 0 00 0 0 0 0 0 0 0 O 00 J W ON � m � �.-I -D O N r-I Q a 0 O C E N i+ N Co m O O O O O O O O im O J n n n n O�1 W U U v)- v)- v)- v)- v)- v)- 0 > y+ U Q `n n 5k 2 N N N 1p N 00 Y O O m m 0 0 0q o Li N Il N m 01 N J Ict O O i 00 N r-I .� ? O Q .--I c-I vl} vl} U H a LU W Q O O O O In m Ln m O z � z O U ~ W U O 1n ~ m m ov a Y w C7 m m � H m m c� 0 0 N p w m bo CN \ bo c U N n O 6 m V > -c U U r-I U U J -O M M Z W 0J 7 7 LLn 7 7 Q J O = _ N W m0J 0J LL 0J 0J N Z W N LL W to LL cQ - V1 M to O M m C o O 661 ZS r-IZS O O (6 !n (0 !n J O N '� N Q 0 N O 0J O Q LL 00 O h0Ln 2E O m N O LU c Q W Z 3 N I\il N E ~ 1� "6 > 00tL 0J cL N 0J co X LJ O H Z F O N O 00 N V=1 H I� U O O U F- N O N O l0 N 0 LU cc O-Q) (A In l Z W p c-I N m 0 Il 00 0) O J .-I N m In l0 Hoo Ql c-I c-I c-I r-I r-I r-I r-I r-I r-I -4 w rn .N O O 0 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 wino f 001IL019U NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV K YST 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 #515.1 : Concrete Beam Opening Along CL E2.2 Revision 0 Status Closed on 08/25/25 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 Aug 4,2025 Due Date Aug 11,2025 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number S-115, 1311E, M113E Reference Linked Drawings S-_1_1_5,M113E; Received From 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 Concrete, Mechanical Activity Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Monday,Aug 4, 2025 at 04:26 PM EDT Response to RFI 515 revised drawing S-115 to patch both openings in the beam along the south wall of the existing hold room at CL E2.2.The elevation to the bottom of this concrete beam is 10'. Drawing 1311 E puts the ceiling height at 9'. Drawing M113E has a 12"duct running just under the opening east of CL EM in the concrete beam to be patched,as shown in the attachment.This duct will not fit between the ceiling grid and the beam. Rather than patching the beam opening east of column EM E2.2,please advise whether we may leave this opening intact, flatten the duct and route it through the opening. Attachments KWVA RFV 515.1 Attaclhmelnt.pd'f Official Response Response from Michael Martin McFarland Johnson,Inc.on Monday,Aug 25,2025 at 12:55 PM EDT Duct routing clarification attached. Attachments RR#515.1 -M113E: LEVEL 1 AREA E: DUCT ROUTVNG REV00NS.pdf ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday,Aug 13, 2025 at 12:56 PM EDT 12"O duct to be rerouted over rental car offices and run underneath the concrete beam. Mechanical to issue sketch indicating the routing location. NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Sep 23,2025 06:14 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 RFI#515.1 -Concrete Beam Opening Along CIL E2.2 Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program All Replies Response from Michael Martin McFarland Johnson,Inc.on Monday,Aug 25,2025 at 12:55 PM EDT Duct routing clarification attached. Attachments RR#515.1 -M 11 3E LEVEL 1 AREA E DUCTROUTHNG REV00NS.pd f Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday,Aug 13, 2025 at 12:56 PM EDT 12"0 duct to be rerouted over rental car offices and run underneath the concrete beam. Mechanical to issue sketch indicating the routing location. NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Sep 23,2025 06:14 PM EDT S1NDADAOHcJAI-lVNIAUDi 8 V DsunoONOO a o s W idOcJHIV-lVNOIlVNHDiN1 1SDM ADD a M ObOEE�3 ISE)AA AO�{'P^I9 llanasooH S 46bE NOIlVIAV JO iN3AiHVd3(1)dNnoo 3OHNOW s Lu LLJ goo a a � a5" 8 8 8 " " Q w, o K C } 8gw4 w is w sa. 9 w H w LL o � oo om, Y o _ o o � _ ®. LL, s ,8 a Do 0;O€ Qo 90 v 4.0 wo o _ LL 8 0 o 6-� a LL LL LLo o LL w n ae e o. Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 ............................................................................................................................................................................................................................................................................................................................................................ iiii iiii 1 STORE.. 151 n� � t,r1 151 B 151�7 IIII III ®� r " 4at�F� �r�7-r�7 � C7 �� `�"°(� � 1� �_ � 1� ra-ra I 150C t�FM �� I C > I D-F RENTAL Cep, 5` i CFM 11301 jl� 8-0a O ,— G A � � OPENOPENo o uEu c a � 1�l.. 116 I_ - 1 S.III.0� II . II b 110� rgmo) All i JUS `> ,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, II II III r IIII IIIAr� ll ��1 . �I � � ' �c r � . II r 5`�5 III L. IIroll�� II II� II 1 2"°0 8°0 12 1e�°o_ � � � D—F sT'CeU„ �.� 17 375F 13` _ „.„ Caa "° - 51n�a r Pvi 1 „ , C e 1 if- 15' 0 CFM C\a v Z _ r° r �- 55 J A „ b C" 11 11 IIN II u � I1� —1 "° ro 12?50 _, �. ra II BI J �I �r ,r�� 5C7 CFM z r� F r 25 =c I: ,_I d ` �5F � 375F �a X II IING IL I II �� O M��II II 1(7"° "All II l x I RENTALCAR >I 1(7 O >> I 11331 C80iRllDOR � D-IB D-IB 15 a 1531 1 `�5C7 CFM � 25C7 CFM I C7 CFM " G A I11 150 CFM AIRLOCK ENTRANCE V 1 "° 1 "°& LOVER 1351 D—IB D—IB D-ra 250 CFM 250 CFMRENYT8L0 CAR 150 CFM CONCESSION 11341 1136] 9'-0" Ceiling height. 10'-0" Beam height 1'-0" Round duct that will not fit between the two. / �JIIIII'li 111 +i��6 I III I I��IIII I; � va / 1/ ro .., InA WSW, „rr/rrrrr// r r�r HII oc ' 3F, wrll EL cu ie it If/ j// �,r LL C "9 )II O v "9 m C o CL / Q LL w V m V N l!� O 00 0 Q o , r ' r o, Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 PCO 160 Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 NVK llllllr�' GULF BUILDING PCO #160 LM." 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 #160: Phase 2 Building Demolition Work at the Existing Terminals 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: 160/0 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: 10/21/2025 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: $0.00 POTENTIAL CHANGE ORDER TITLE: Phase 2 Building Demolition Work at the Existing Terminals CHANGE REASON: No Change Reason POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Phase 2 Building Demolition Work at the Existing Terminals In accordance with the prior authorization provided by the Owner,the JV has been self-performing the Phase 2 building demolition in compliance with the Contract Documents,within the areas identified below,for a lump sum amount of$866,534.42.This work is issued as a$0.00 Change Order, utilizing available funds under GMP 3 and GMP 4. • GMP 3-Building Demolition/Existing Conditions $228,306.00 • GMP 4-Building Demolition/Existing Conditions $638,228.42 Total $866,534.42 # Scope of Work % ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1 AREA E- 1st Floor Departure Terminal, Electrical Room, Bar&Restaurant-Walls and Flooring Demolition,Airlines Furniture 33% Removal, Kitchen and Bar Equipment Removal, Elevator Demolition 2 AREA E-1st Floor Departure Terminal, Electrical Room, Bar&Restaurant-Ceiling Demolition 18% .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 3 AREA F-Conch Flyer Restaurant and Kitchen,TSA Breakroom-Walls and Flooring Demolition, Kitchen and Bar Furniture& 25% Equipment Removal, Dumbwaiter Demolition .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 4 AREA F-Conch Flyer Restaurant and Kitchen-Ceiling Demolition 10% ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 5 AREA D- 1st Floor Arrival Terminal&Airline Offices-Walls and Flooring Demolition, Equipment Removal 5% 6 AREA D- 1st Floor Arrival Terminal&Airline Offices-Ceiling Demolition 2% ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 7 AREA F-2nd Floor TSA Checkpoint-Walls and Flooring Demolition 3% 8 AREA F-2nd Floor TSA Checkpoint-Ceiling Demolition 2% .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 9 AREA D-2nd Floor Airport Offices-Walls and Flooring Demolition 1% ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 10 AREA D-2nd Floor Airport Offices-Ceiling Demolition 1% Total 100/o NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 10/23/2025 06:19 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 isr�, GULF BUILDING PCO #160 NV KLM." KSYST'*R ATTACHMENTS: GIMP#003 and GIMP P#004 Cost_13rezakdo✓n.pdf # I Budget Code Description Amount 1 1 02-.41.16.13.0 Building Demolition.Other Building Demolition $0.00 Grand Total: $0.00 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 Signed by: Signed by: Fj Signed by: C, sfO��.t,V' S. bpt G lu A�'� Sf VtG�cG"� cutiit V �Vh Vt's --- 1EB4233B487... --�8E65F52F4C2F4D3... AAD2DE76A693417... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 10/27/2025 1 10:32:23 PDT 11/17/2025 1 08:13:32 PST 10/23/2025 1 15:26:06 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 10/23/2025 06:19 PM EDT Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 G UILF UIUMNNG NV K MSK'e Y s,-r'*'R Key West International Airport Concourse A &Terminal Improvements Program 90%CDs GMP#003 Emergency Generators/Full Glass P88sl Fall Finished Baggage Claim Room, CONCOURSE A I TERMINALIMPROVEMENT TOTAL SWITCH GEAR I POS GLASS GAGE I RENTAL 0'2. EXISTING CONDITIONS I DEMiOLITIONI $ 228,306 $ 228,306 ..........0 04 MASONRY $ - as METALS $ 93,114 $ 93,114 016 WOOD&PLASTIC $ 111,355 $ 111,355 07' THERMAL AND MOISTURE $ - 081 OPENINGS $ 186,390 $ 186,390 09 FINISHES $ 202,587 $ 202,587 fo SPECIALTIES $ 38,454 $ 38,454 11 EQUIPMENT $ - 12 FURNISHINGS $ - 14 CONVEYING SYSTEMS(Includes Div 13 P8ft) 500,000 $ 500,000 21 FIRE SUPPRESION! $ 19,192 $ 19,192 22 PLUMBING $ 59,343 $ 59,343 23 MECHANCAL $ 188,313 $ 188,313 26 ELECTRICAL $ 1,200,000 $ 87,901 $ 1,287,901 27 COMMUNICATIONS $ - 28 ELECTRONIC SAFETY&SECURITY $ - 31 EARTHWORK 11 SWPPP I PILING I DEWATERING $ - 32 EXTERIOR IMPROVEMENTS $ - 33 UTILITIES - 34 TRANSPORTATION $ - GENERAL REQUIREMENTS $ 134,895 $ 134,895 MOT ',MOVEMENT OF PASSENGERS $ 75,414 $ 75,414 TEMPORARY TSA CHECKPOINT ALLOWANCE $ - AIRLINE SUPPORT OFFICE AREA ALLOWANCE $ "N SA,=ou,=,Rw Wsf,,77 7, Markug! I Fees I ContllnLeng MASTER PERMIT ALLOWANCE 2,00%, 34,0001 $ 28,505 $ 62,505 GENERAL CONDITIONS 830% $ 144,5001 $ 121,147 $ 265,647 SUBCONTRACTOR BOND included CONSTRUCT-ION CONTINGENCY 4A6% $ 68,000 71,263 $ 139,263 DESIGN;CONTINGENCY NIA N/A ESCALATION ALLOW 26ANCE) 6.48% $ 60,000 142�� 202,526 PAYMENT&PERFORMANCE BOND 1.00% 21,334 $ 19,019 $ 40,353 INSURANCE(EXCLUDING BUILDER'S RISK) 1.20% 25,601 $ 22,822 $ 48,424 SUILDER'S RISK INSURANCE ALLOWANCE) O,BO%i $ 17,0681 $ 15,215 $ 32,282 CM FEE 2.95% 62,936 $ 56,105 $ 119,042 mom In't "I','"', "I ''I 'I , Zj 33 40",j4 r. R-ALLO, C:Ejjg�,, Ali, I...... 2,197,443 $ 1,958,923 $ Notes: Concourse A scope includes: • Emergengy power generator&Parallefing EM5 switch gear added back at$1.2M. •Passenger Boarding Bridges- added back$500K to convert to original cles'gn. Terminal Improvements and Existing Baggage Clalm/Holdroom Renovations,as shown in the 90%CDs,including the following elements per sketches SK- I and SK-2: -Baggage Claim GDnoession Bar -Lbst Bag Storage Office(BSO) Area -New Rental Car Counters Docusign Envelope ID:758E707C-0152-4329-B4DC-28F2AOD3B440 Key West International Airport Concourse A &Terminal Improvements Program 90%CDs I Virtual Reality Experience GMP#004-Admin Bridge,Admin Offices,Glass Wail,Terrazzo,T5A Checkpoint& VR Experience CONCOURSEA TERMINALIMPROVEMENT TOTAL Glass Wall I Terrazzo Virtual Reality Experience 2nd Floor I Admin Bridge 5 iS V'EW V'UESLRIR'W 1'UW�' 02 EXISTING CONDITIONS I DEMOLITION $ 638 638 228.42 228.42 $ L LOEiLyLTL 04 MASONRY $ - 05 METALS $ 1,117,660.00 $ 1,117,660.00 06 WOOD&PLASTIC $ 9,670.00 $ 9,670.00 07 THERMAL AND MOISTURE $ 446,449.31 $ 446,449.31 08 OPENINGS $ 385,388.46 $ 385,388.46 09 FINISHES $ 534,937.10 $ 1,207,426.77 $ 1,742,363.87 10 SPECIALTIES $ - 11 EQUIPMENT $ - 12 FURNISHINGS(BY OWNER) $ - $ - 14 CONVEYING SYSTEMS(Includes Div 13 PBBs) $ - 21 FIRE SUPPRESION $ 22,924.00 $ 22,924.00 22 PLUMBING $ 165,993.00 $ 165,993.00 23 MECHANCAL $ 293,462.00 $ 293,462.00 26 ELECTRICAL $ 112,856.97 $ 112,856.97 27 COMMUNICATIONS $ - 28 ELECTRONIC SAFETY&SECURITY $ - 31 EARTHWORK I SWPPP I PILING I DEWATERING $ - 32 EXTERIOR IMPROVEMENTS $ - 33 UTILITIES $ - 34 TRANSPORTATION $ - GENERAL REQUIREMENTS $ 377,099.61 $ 377,099.61 MOT I MOVEMENT OF PASSENGERS $ 210,819.54 $ 210,819.54 TEMPORARY TSA CHECKPOINT ALLOWANCE $ (1,000,000.00) $ (1,000,000.00) AIRLINE SUPPORT OFFICE AREA ALLOWANCE $ (1,800,000.00) $ (1,800,000.00) VIRTUAL REALITY EXPERIENCE $ 3,578,642.91 $ 3,578,642.91 TOTAL DIRECT COST $ 534,937.10 $ 5,766,620.99 $ 6,301,558.09 Markups I Fees I Contingency MASTER PERMIT ALLOWANCE 2.00% $ 10,698.74 $ 115,332.42 $ 126,031.16 GENERAL CONDITIONS 8.50% $ 45,469.65 $ 490,162.78 $ 535,632.44 SUBCONTRACTOR BOND included CONSTRUCTION CONTINGENCY 4.92% $ 21,397.48 $ 288,331.05 $ 309,728.53 DESIGN CONTINGENCY N/A N/A ESCALATION(ALLOWANCE) 9.58% $ 26,746.86 $ 576,662.10 $ 603,408.95 PAYMENT&PERFORMANCE BOND 1.00% $ 6,796.91 $ 76,949.59 $ 83,746.51 INSURANCE(EXCLUDING BUILDER'S RISK) 1.20% $ 8,156.30 $ 92,339.51 $ 100,495.81 BUILDER'S RISK INSURANCE(ALLOWANCE) 0.80% $ 5,437.53 $ 61,559.68 $ 66,997.21 CM FEE 2.95% $ 20,050.90 $ 227,001.30 $ 247,052.20 TOTAL CONSTRUCTION COST 679 691,48 7,694,959,42 8374 650.90 OWNER'S ALLOWANCE ACCOUNT 3% 20 390.74 230 848.78 251 239.53 TOTAL 700 082.22 7,92S,808.21 8,625,890.43 Notes: Concourse A scope includes: •Glass Wall •Terrazzo Flooring Terminal Improvements and Admin Bridge,Admin Offices adn TSA Checkpoint,as shown in the 90%CDs,including the following elements per sketches SK- 3: -Admin Offices •TSA.Security Checkpoing -Admin Bridge New Virtual Reality Experience System ZAI GMP 4 reconciliation 06.05.2023.xlsxGMP 04