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Item I2 I2 BOARD OF COUNTY COMMISSIONERS COUNTY of MONROE �� i Mayor Holly Merrill Raschein,District 5 The Florida Keys Mayor Pro Tern James K.Scholl,District 3 Craig Cates,District 1 Michelle Lincoln,District 2 ' David Rice,District 4 Board of County Commissioners Meeting August 21, 2024 Agenda Item Number: I2 2023-2795 BULK ITEM: Yes DEPARTMENT: Airports TIME APPROXIMATE: STAFF CONTACT: Richard Strickland N/A AGENDA ITEM WORDING: Report of Airport change orders reviewed by the County Administrator/Assistant County Administrator. ITEM BACKGROUND: There were five (5) change orders considered and approved by the County Administrator/Assistant Administrator during the months of June and July, 2024. PREVIOUS RELEVANT BOCC ACTION: Ordinance No. 27-1998 was adopted on September 9, 1998, authorizing the County Administrator to approve separate, non-cumulative change orders for construction projects and professional service contracts in amounts not to exceed $50,0000 (as amended by Ordinance No. 024-2015) or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report of all change orders considered by the County Administrator. Ordinance No. 005-2023 was adopted on April 19, 2023, authorizing the County Administrator to approve separate, non-cumulative change orders for construction projects and professional service contracts in amounts not to exceed $100,0000 or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report of all change orders considered by the County Administrator. INSURANCE REQUIRED: No CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: Approval. DOCUMENTATION: 1360 Airport Monthly Change Order Report.pdf FINANCIAL IMPACT: N/A 1361 q (D M _ , { ) ) 2 ) - \ } \ $ f \ ) \ { / ! -f _ ` \ { § \ \j v § \ ) ( \ \\ co u \ ( \ 0 uo 0 fot \ uc \ \ \ / \\ \\ \ / / o \ / ; - - \ \ u } ) § CL CL k \ \ } 00 \ J \ \ ° J — — — » \ § \ \ 7 § — \ \ \ } { I \ ) % \ \ \ \ \ } \ } \ j \ um \ i \ 2 ; \. \. f . CL a 2 - - ± Ae2 {] § « ° \ \ \ \ \ / ) ° E ~ ~ ~ _ ) ] ° § § a a « � \ \ \ G = _ _ _ u = _ , , r a a a # m m ) ) \ \ \ \ \ mu mu 0 0 mu mu mu � 0 0 } } } /_ } \ } \ < ! < ! < ! / / / / ) ) ) ; t ; t § § § & & / / / \ 2 \ 2 m m m MONROE COu r EP T � � OF Amporrs CONTRACr CHANGE ORDER PROJECT TITLE: MTH Chiller Replacement CHANGE ORDER NO: 3 INITIATION DATE:_July 15,2024 TO CONTRACTOR: Air Mechanical&Service CONTRACT DATE: October 19,2022 Corporation The Contract is changed as follows: The original (Contract Sum)(Guaranteed Maximum Price).......................................... $ 423,500.00 Net change by previously authorized Change Orders..................................................$ 0.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change order was.............$ 423,500.00 The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased) (unchanged) by this Change Order...... $ 0 The new(Contract Sum)_(Guaranteied Maximum Price)including this Change Order is....... $ 423,500.00 The Contract Time will be 1qr �ed)(decreased)(unchanged)by............................... 160 days The date of Substantial Completion as of the date of this Change Order is....................... June 17,2024 Detailed description of change order and justification: This change order is for the extension of contract time to August 15,2024 (from 3/7/2024) This change order No.3, no cost adjustments. This change Order is 0%of the original contract price. Not valiid until si ned by Ouwrner,Architect if applicable), and Contractor ARCHITECT: 7/16/2 4 ...� Date .._... CONTRACTOR: 16/24 ate 7-16-24 DIRECTOR OF AIRPORTS Date MONROE COUNTY: 07 24.2024 � .,,,,_.....,,,,..�...._�� _... Asst.ICounty Administrator Date NPOE COUNTY ATTOInINEY A 13111OVE7A T FORM PEI J. ASSISTA D A EY Date 7/23/24 1363 Change Order Attachment per Monroe County Code Section 2-58(b) Change Order was not included in the original contract specifications. Yes( ) No( X) If Yes, explanation - Change Order was included in the original specifications. Yes ( } No ( X ) If Yes, explanation of increase in price: Change Order exceeds$50,000 or 5%of contract price(whichever is greater).Yes()No(X) If Yes, explanation as to why it is not subject for a calling for bids.. - Project architect approves the change order. Yes(X ) No( ) If no,explanation of why: - Change Order is correcting an error or omission in design document. Yes ( } No ( X ) - Should a claim under the applicable professional liability policy be made? Yes( ) No( X ) Explain: 1364 O AI EC;' SERVICE CORR 2700 Avenue of the Americas Englewood, Florida 34224 Phone 941-475-3715 Fax 941-475-3725 July 15, 2024 Florida Keys Marathon International Airport 9400 Overseas Highway Marathon Florida, 33050 Attn: Ryan Forney Subject: Change Order Request#3 MTH Chiller Replacement Project (Project# 403-635110 and 403-635111) "Time Extension" Dear Ryan, In reference to the above subject project, Air Mechanical & Service Corp is requesting an add change order to extend the contract time to August 15, 2024. If further information is required, please contact me. Sincerely,, '1 Blaiiie Byers Service Sales 1365 MONROE COUNTY/DEPARTMEW OF AIRPORTS CONTRACT CHANGE ORDER PROJECT TITLE: MTH Chiller Replacement CHANGE ORDER NO:4 INITIATION DATE:_July 15,2024 TO CONTRACTOR: Air Mechanical&Service CONTRACT DATE: October 19,2022 Corporation The Contract is changed as follows: The original(Contract Sum)(Guaranteed Maximum Price).......................................... $ 423,500.00 Net change by previously authorized Change Orders..................................................$ 0.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change order was.............$ 423,500.00 The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased) (unchanged)by this Change Order...... $1926.00 The new(Contract Sum)(Guaranteed Maximum Price)including this Change Order is.......$ 423,500.00 The Contract Time will be(increased)(decreased)(unchanged)by............................... 0 days The date of Substantial Completion as of the date of this Change Order is....................... June 17, 2024 Detailed description of change order and justification: This change order is for spare parts for chiller to August 15, 2024 This change order No.4,for the cost of$1926.00 to be paid from Unforeseen conditions allowance. This change Order is 0.4%of the original contract price. Not valid until si ned bv Owner.Architect if aRplicablel, and Contractor ARCHITECT: (Zkkoum FG/� 7/16/2 4 �_.____________________________ -w..____-w.. �_____,W...-______________Date CONTRACTOR: " "" 7/15125 DIRECTOR OF AIRPORTS � 7 16 24 Date MONROE COUNTY° �e ') � =- 07.24.2024 ,,,,,,,,,,,,,,,,,,,,,,it;y ,-�r'a", ................,........................................ e.........,,,,,,,,..Asst./ ty Administrator Date NPOF COUNW ATTonNEY THOVE ?T FORM PEI� J. . .�. I�SSIrTA O ATTORNEY Date 7/23/24 1366 Change Order Attachment per Monroe County Code Section 2-58(b) Change Order was not included in the original contract specifications. Yes( ) No( X) If Yes, explanation - Change Order was included in the original specifications. Yes ( ) No ( X ) If Yes, explanation of increase in price; Change Order exceeds$50,000 or 5%of contract price(whichever is greater).Yes()No(X) If Yes, explanation as to why it is not subject for a calling for bids: Project architect approves the change order. Yes(X ) No ( ) If no,explanation of why: • Change Order is correcting an error or omission in design document. Yes ( ) No ( X ) Should a claim under the applicable professional liability policy be made? Yes( ) No( X ) Explain 1367 C HANICA,LRVICE CORR 2700 Avenue of the Americas Englewood, Florida 34224 Phone 941-475-3715 lop Fax 941-475-3725 July 15, 2024 Florida Keys Marathon International Airport 9400 Overseas Highway Marathon Florida, 33050 Attn: Ryan Forney Subject: Change Order Request#4 MTH Chiller Replacement Project(Project# 403-635110 and 403-635111) "Spare Chiller Parts" Dear Ryan, In reference to the above subject project, Air Mechanical &Service Corp is requesting an add change order to provide (1) new flow switch and (1) new thermistor kit. Cost : $1605.00 AMSCO Markup: $321.00 If further information is required, please contact me. Sinc rel f Blaine Dyers °"" Service Sales 1368 DocuSign Envelope ID:575E31D3-8928-4534-9ED7-DA571EA47033 M,CA.INSTR,8800.2 Enclosure(1) 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECTTITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 028 INITIATION DATE: 6/16/2023 TO CONTRACTOR: NV2A/Gulf KeystarJV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 13,854,764.71 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 115,316,535.71 The(Contract Sum)(Guaranteed Mxium Price)will be(iancre«ased)by this Change Order $ 112,596.00 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 115,429,131.71 The Contract Time will be Qchairn8ed)by TBD days The date of Substantial Completion as of the date of this Change Order is 3/9/2026' Detailed Description of change order and justification: This change order includes the costs associated with the Xypex concrete admixture used in areas other than in the GMP 2 scope of work for the KWIA project(20-2039-01).This change order doesn't address the time impact of this scope of work. POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 111 BellaxypexAdmixture TBD $ 112,596.00 Total:j$ 112,596.00 This change order is 0.11%of the original contract price. DotuIG gn04 by: Not valid until signed by Owner,Architect(if applicable),and Contractor I - `,IA,VtS{'D�,V' S. i<OptG 6/12/2024 I 05:57:22 PDT ARCHITECT: c.0 'Ivnc„ y,: DocuSigm-d by. DATE: 6/4/2024 1 06:29:36 PDT CONTRACTORS: s.v a DATE: r EXECUTIVE DIRECTOR OF AIRPORTS ATE COUNTY/DEPUTY ADMINISTRATOR 06.27.2024 DATE: NPOE COUNTY A ffIA 7NEY rNIOV7�A§T FO�FOA ,�. A ATMRNEY Date 6/26/24 1369 DocuSign Envelope ID:575E31 D3-8928-4534-9ED7-DA571 EA47033 N GULF BUILQI0 AO L".1KEYST*R PCCO #028 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 #028: Bella Xypex Admixture 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: 5/14/2024 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Approved REVISION: DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: 05/22/2024 INVOICED DATE: PAID DATE: SCHEDULEIMPACT EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER 05/14/2024 COMPLETION DATE: RECEIVED DATE: CONTRACT FOR; 20-2039-01:Key West International Airport TOTAL AMOUNT: $112,596.00 Concourse A DESCRIPTION: Bella Xypex Admixture This change order includes the costs associated with the Xypex concrete admixture used in areas other than in the GMP 2 scope of work.This change order doesn't address the time impact of this scope of work. ATTACHMENTS: IV .. r $12 -O BI(4 yx)Of POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount ........_ 008 Bella Xypex Admixture $112 596.00 _._....... .. _.. m... ...... �._. a, Total: $112,596.00 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $13,854,764.71 The contract sum prior to this Change Order was $115,316,535.71 The contract sum will be increased by this Change Order in the amount of $112,596.00 The new contract sum including this Change Order will be $115,429,131.71 The contract time will not be changed by this Change Order. D:.. .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 05 DocuSigned by: DocuSignynd bw � mr SIGNATURE DATE tGNATURE DATE SIGNATURE DATE 6/12/2024 1 05:57:22 PDT 1 6/4/2024 1 06:29:36 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:5/22/2024 06:59 PM 1370 DocuSign Envelope ID:575E31 D3-8928-4534-9ED7-DA571 EA47033 N m "V TM GULF BUILDING " KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami,Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West,Florida 33040 Prime Contract Potential Change Order #008: Bella Xypex Admixture 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: 008/0 CONTRACT 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Approved CREATED DATE: 5/22/2023 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: $112,596.00 POTENTIAL CHANGE ORDER TITLE: Bella Xypex Admixture CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Bella Xypex Admixture Reference:Submittal#03 3000-004 Revision 0:CIP Mix Design at Pile Caps The pricing below is associated with the Xypex concrete admixture used in areas other than in the GMP 2 scope of work including the following areas: COP Scope Description: 1 Xypex Admixture included in concrete mix at all Pile Caps. 2 Xypex Admixture included in concrete mix at all exterior stairwell walls below grade. 3 Xypex Admixture included in concrete mix at all grade beams and mat slabs at stairwells. 4 Xypex Admixture included in concrete mix at mat slabs below grade at area D. 5 Xypex Admixture included in all ground level concrete columns(C1,C2,C4,C5,C7). 6 Xypex Admixture at elevator pits,walls,and mat slabs below grade is not included in this pricing as it is already included in Bella Construction's scope of work. 0,00000, 4000 NV2A/Gulf Keystar JV Page 1 of 2 Printed On:5/22/2023 12:13 PM 1 371 DocuSign Envelope ID:575E31 D3-8928-4534-9ED7-DA571 EA47033 N m AIW V K 17UL BUILDING I==n7KeYST*R ATTACHMENTS: GMP Amendment 2.pdf , C( P 1R2-Xyraex AdILT ixture.p f , kwia concourse a and terminal i-submittal#O04-rev_0-cip�rreix desic�r7 at pile c��s� 202304.2d1,802epcif , En it Ccrne_r..ete_Nt x,_Desigrr. clf, Subcontr�rct Arc reerr7ent._ fvi62._ CJ ,ml # Budget Code Description Amount 1 03-.31.10.00.S Structural CIP Concrete Xypex Admixture $102,360.00 (Complete).Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other 10%Markup $10,236.00 Grand Total: $112,596.00 McFarland Johnson,Inc. Key West International Airport NV2A/Gulf Keystar JV 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 Dlgltzllyslgned byChhstopher Kopec Richard e p Kopec Date:zoz4.o5.,4,6:o6:z5-o400 Strickland SIGNATURE DATE SIGNATURE DATE ATURE DATE NV2A/Gulf Keystar JV Page 2 of 2 Printed On:5/22/2023 12:13 PM 1 372 Bella Construction of Key West, Inc. CGC 1518284 35 Diamond dr., Key West,FL 33040 Office(305)292.9888 MichaelQconcretebella.com Change Order Proposal Date:May 19,2023 Reference: COP 1 R2-Xypex Admixture To: NV2A Gulf Keystar JV From: Mike La Bounty Attn: Antonio Pinto Project Title: 1065-KWIA Terminal mail: Apinta( NV2AGraup.cam Antonio, Please review the pricing below to include the Xypex concrete admixture in our concrete used to install the pile caps,ground level concrete columns,concrete below grade at the stairwells,and mat slabs at area D. Total COP: One hundred two thousand three hundred sixty dollars------------------------------------------------------ $102,360 COP Scope Description: 1 Xypex Admixture included in concrete mix at all Pile Caps. 2 Xypex Admixture included in concrete mix at all exterior stairwell walls below grade. 3 Xypex Admixture included in concrete mix at all grade beams and mat slabs at stairwells. 4 Xypex Admixture included in concrete mix at mat slabs below grade at area D. 5 Xypex Admixture included in all ground level concrete columns(C1,C2,C4,C5,C7). 6 Xypex Admixture at elevator pits,walls,and mat slabs below grade is not included in this pricing as it is already included in Bella Construction's scope of work. Approved: Contractor: Owner/Contractor: Page 1 of 1 1373 Bella Construction of Key West, Inc. CGC 1518284 35 Diamond Dr., Key West,FL 33040 Office(305)292.9888 Michael __concretebella.com Change Order Proposal Date: May 19,2023 Reference: COP 1 R1-Xypex Admixture To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: ApintoCa7NV2AGroup.com Project: 1065-KWIA Terminal Antonio, Please review the pricing below to include the Xypex concrete admixture in our concrete used to install the pile caps,ground level columns, concrete below grade at the stairwells, and mat slabs at area D. Un. Conc. material Rebar CMU Labor Equip. Subs sub total Xypex Admixture($73.13/cyd+tax) Pile Caps 693 cy 54,470 Below Grade at Stairwells 221 cy 17,371 Mat Slabs at Area D 17 cy 1,339 Ground Level Columns 253 cy 19,873 93,054 93,054 93,054 OH&P 10% 9,305 Total COP $102,360 Approved: Contractor: Owner/Contractor: Page 1 of 1 1374 Mansour Sodagari From: Alex Hyppolite Sent: Monday, April 17, 2023 11:15 AM To: Michael La Bounty Cc: Antonio Pinto; Mansour Sodagari Subject: FW: [External] KWIA - Concrete Mix Design Submittals Michael, See below from EOR. Alex Hyppolite 5450 MacDonald Ave. Key West, FL 33040 C 954.699.9863 allell� quIIIG2uiilliiirigii,m ..........................N 0 Ar.............m G IU Illp,m'F 8 U V L F GN E 0 AV W F<iZY5T*R From: Oren H. Guttmann <oguttmann@mjinc.com> Sent: Monday, April 17, 2023 11:12 AM To:Alex Hyppolite<AlexH@gulfbuilding.com> Cc:Christopher Kopec<ckopec@mjinc.com>; Antonio Pinto<apinto@nv2agroup.com> Subject: RE: [External] KWIA-Concrete Mix Design Submittals As long as the rest of the mix is identical to the base mix then I will not require separate breaks. Have them include time to initial set for each mix. I'm assuming base mix is <90 minutes and +super-P is placement beyond that. Oren H. Guttmann, PE Engineer k, 302...352...0331.. Visit our website to see how MJ employee owners are innovating to improve our world. NORM Z EGROUP From:Alex Hyppolite< eI H.0 p. Il[112 .I%Ild rk p.. pirrrl> Sent:Thursday, April 13, 2023 5:55 PM To: Oren H. Guttmann < pg:t rrr ir�ir�„ �irrr„iji�c.coirn> 1 1375 Cc:Christopher Kopec<dkopf� �irrr)Jiir� .��pirrr�>; Antonio Pinto<apii��I(,q �r .�fpli°�pu�p ��p!r > Subject: KWIA-Concrete Mix Design Submittals Hi Oren, Our structural concrete subcontractor is planning on submitting the mix designs listed below for this project. At the moment they do not have concrete break reports for the 6 highlighted mixes below.Are these concrete break reports a must for your review of the mix design? • 033000-004.1—CIP Mix Design o Structures Below Grade ■ 5000#57 Xypex ■ 5000#89 Xypex ■ 5000#57 Xypex Super-P ■ 5000#89 Xypex Super-P o Concourse Second Floor Perimeter Wall/SOG's ■ 3000#57 ■ 3000#89 ■ 3000#57 Super-P ■ 3000#89 Super-P o Structures Above Grade (excluding topping slab, SOG's, & Perimeter wall) ■ 5000#57 ■ 5000#89 ■ 5000#89,#57 Blend ■ 5000#57 Super-P ■ 5000#89 Super-P ■ 5000#89,#57 Blend with Super-P o Topping Slab at 2nd floor terminal ■ 5000 LW ■ 5000LW with super-P o Masonry Grout ■ 3000 G Thank you, Alex Hyppolite 5450 MacDonald Ave. Key West, FL 33040 C 954.699.9863 allell� uIIIGuiilliiiriii,m ..........................NV .............m K t,Ip,�I110.'F UVL1V G "Mn 5T . This email has been scanned for spam and viruses by Proofpoint Essentials. Click lair„�to report this email as spam. 2 1376 Key West International Airport Concourse A and Terminal Improvements Program Guaranteed Maximum Price Amendment 2 (GMP Amendment 2) based on 90% Construction Documents (90% CD) dated 05/02/2022 by McFarland Johnson Prepared by NV2A-Gulf-Keystar JV July 21, 2022 Page 1/16 N � � K GULF BUILDING ==nKSYST,*-R 1377 Scope Qualifications and Clarifications ➢ Division 1: o Per Owner request,third Party Inspections have been removed from the scope and estimated cost.Owner will ensure that Monroe County inspections are performed timely. This GMP estimate includes a credit $400,000. ➢ Division 5: o Replace decorative metal column covers with painting over unfinished concrete — This GMP estimate includes a credit$320,000 o Delete Administrative Bridge—This GMP estimate includes a credit$1,000,000 ➢ Division 9: o Replace Glass Wall with drywall and paint—This GMP estimate includes a credit$250,000 o Replace Terrazzo with porcelain tile—This GMP estimate includes a credit$200,000 ➢ Division 11: o The Baggage Handling System(BHS) proposal amount from G&S Airport Conveyor is$3,499,785.This GMP Amendment 2 includes $2,999,785 for a portion of the BHS system. The balance of the BHS system ($500,000) for the outbound overhead baggage system connection between the existing Terminal and the New Concourse will be funded directly by the Owner from a different funding source. o Per meeting 7/21/2022 The Outbound Baggage Handling System has been deferred. The amount of $1,463,386.50 has been deferred from this GMP. ➢ Division 12: o All furniture shown on the furniture schedule, drawings 1602 and 1603, will be provided by the Owner (FF&E).This GMP estimate includes a credit$940,680. ➢ Division 26: o Per meeting 7/21/2022 the Cummins Emergency Power and Generation and Paralleling EMS Switch Gear have been deferred. The amount of$1,200,000 has been deferred form this GMP. ➢ Division 32: o The 15'x15' concrete pavement area limitation (14" PCC Pavement) can be done in areas larger than 15'x15' squares each night. Multiple sections may be closed off and constructed over a period of several days. This GMP estimate includes a credit$500,000. ➢ Concourse A Escalation Allowance has been reduced from $3,558,848 to $2,547,441. Escalation was removed from Divisions 3 and 14. ➢ Concourse A Construction Contingency has been reduced to 4%. ➢ The Terminal Improvements and Existing Baggage Claim/ Holdroom Renovation, as shown on the 90% Contract Documents, have been limited in scope to exclude the following elements per sketches SK-01 and SK-02 as follows: o Baggage Claim Bar o Bag Storage Office (BSO)Area o New Rental Car Counters Paget/16 N � � K GULF BUILDING ==nKSYST R 1378 o New TSA Office Space o New Administration Offices and Restroom Renovations o Administrative Bridge ➢ A temporary Inbound Baggage Area has been created consisting of: o New baggage handling system equipment (two new baggage claim devices) per 90% CD, G&S Airport Conveyor(This GMP estimate includes a TI allocated amount$1,540,149). o New elevator by TK in the amount of$249,007. o Temporary Inbound Baggage Claim area is in accordance with the attached sketch (SK-1 dated 7-11-22), and balance of work to be redesigned by the Owner/AE, This GMP estimate includes a NTE amount of $2,936,169. ➢ A temporary TSA Security Checkpoint Allowance in the amount of $1,000,000 has been created to build a temporary TSA checkpoint area in accordance with the attached sketch(SK-2 dated 7-11-22).Owner/AE to provide design drawings to fit this budget. ➢ Per meeting held on 7/21/2022,an allowance in the amount of$1,800,000 has been added for the Airline Support Office Area. ➢ These Qualifications & Clarifications are for the Key West International Airport Concourse A and Terminal Improvements Program GMP. ➢ GMP estimate is based on Construction Documents provided by McFarland Johnson, received May 2nd, 2022, 90% Design Documents) (Reference Drawings Log,Technical Specifications Log, RFIs Log). ➢ GMP estimate is based on the Geotechnical Report—dated November 3, 2021 — Revised December 3, 2021, by Tierra South Florida, Inc. ➢ Where there is a conflict between the floor plans and the elevations, quantities, and sizes of openings, what is shown on the floor plans takes precedence.Technical Specifications take precedence over drawings. ➢ This GMP estimate excludes upgrading the existing building to current Code requirements. ➢ Coordination and potential impacts between Concourse A and Terminal Improvements project with other airport projects, including the Commercial Apron Expansion Project, are excluded from this GMP estimate. ➢ Answers to RFIs and outstanding submittals received after 07/05/2022 have not been included in this GMP estimate. ➢ Long lead items requiring deposits for commencement of shop drawings and material procurement, such as elevators, baggage handling equipment, pedestrian boarding bridges,etc.,are assumed to be funded at or shortly thereafter, signing the contract or issuance of the NTP to NV2A Gulf Keystar JV and the Owner. This will be imperative to meet the proposed schedule. ➢ Escalation Allowance in this GMP estimate is a fund allocated for potential cost increases that Subcontractors cannot calculate at this time due to fluctuations and logistics issues in the current economic atmosphere. Any unused portion of the Escalation Allowance will be returned to Owner. ➢ Specific allowances have been included in this GMP estimate for future costs of known scope that cannot be determined at this time. Costs for these items shall be invoiced to the Owner for actual cost-plus applicable markups. Any unused portion of the Allowance will be credited to the Owner. Any overages of Allowance costs shall be paid by the Owner. ➢ The Project Budget includes a designated Owner Controlled Allowance to pay for unforeseen items for which the Owner is responsible which have not been included in the budget. Similarly, the GMP Amendment includes a Construction Manager's Construction Contingency to pay for unforeseen items necessary to deliver the Work which have not been specifically included in the GMP Amendment as a Cost of the Work per Article 5. ➢ All work for the existing terminal improvements is pending receipt of the revised design drawings. Page3/16 N � � K GULF BUILDING ==nKSYST R 1379 ➢ Builders Risk Insurance Allowance in the amount of$751,543 is included. ➢ LEED administration and certification is not part of the program and not included in the GMP estimate. ➢ Quality Assurance services to be provided by Owner and its Resident Project Representative (RPR) and have not been included in the GMP estimate. ➢ Quality Control services to be provided by Contractors and Subcontractors as required by the Technical Specifications and included in GMP estimate. ➢ Architectural & Engineering Fees are by Owner under a separate contract with A/E. ➢ A/E is responsible to obtain the Master Permit. An allowance in the amount of$1,487,792 has been included for master permit fees. ➢ Trade Permits and associated fees are by Trade Contractors and Subcontractors and have been included in the GMP estimate. ➢ 3D Revit BIM base model with associated disciplines, architecture, structural and MEP, to be provided by the A/E at no cost to CMAR upon execution of the Prime Contract. ➢ Temporary power, temporary water, and temporary staging area with office space to be provided by Owner throughout construction period at no cost to CMAR. ➢ Staffing for the AOA Security Gates and required flag persons to manage passenger path and baggage routes around construction areas to be provided by Owner. GMP estimate includes staffing to control temporary construction gates. ➢ Temporary provisioning for Passenger Movement is included per CMAR Phasing Plan. ➢ Provisions to bring existing building up to current Code in the existing areas beyond what is shown on Contract Documents is not included. ➢ Tenant/Concessioners fit out work and MEP systems are not included. ➢ Revisions to the scope of work described herein shall be incorporated into the Contract as a Change Order. ➢ MOT for Building,Terminal Improvements, and Apron scopes. ➢ Erosion control BMP's and SWPPP Reporting as required. ➢ Demolition: o Selective interior demolition in the existing Terminal as required by Contract Documents. o Asbestos abatement or contaminated soil removal and disposal are not included in the GMP estimate. ➢ Formwork, reinforcement steel and concrete for the following: o Pile caps, slab on grade, topping slabs, columns, tie columns, column encasements, beams, tie beams, shearwalls, precast joist, 2nd level elevated deck. o Columns shear walls and 2nd level concrete com osite deck for the Passen er Connection Bridge. r r P,��,��, n o Xypex waterproofing concrete additive at elevator pits and below grade walls. 1 o debar exfends 6". info piWe caps and wiWW nod need o e yen per RFI # RFI #85: Minimum Rebar Embedment Length. o Exclusions: ■ Treated rebar. ■ High Mast lighting foundations. ■ Colored concrete. ■ Custom finished concrete. Page4/16 N � � K GULF BUILDING ==nKSYST R 1380 G U L F B U I L U 1 N r, NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV A C K YST 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 Submittal #03 3000-004.0 - CIP Mix Design at Pile Caps 03 3000 - Cast-in-Place Concrete Distribution Summary Distributed by Alex Hyppolite(NV2A/Gulf Keystar JV)on Apr 19, 2023 To Doug Bradshaw(Bella Construction of Key West, Inc.),Michael LaBounty(Bella Construction of Key West, Inc.), Francesca Santiago Chavez(Bella Construction of Key West, Inc.) Message See comments from EOR. Attachments Name Response Attachments Comments Oren Guttmann(McFarland Johnson, Inc.) Approved as Noted 033000-017.0-CIP Mix Submit additional concrete breaks per ACI Design at Pile Caps.pdf requirements. Eight,7-day breaks were submitted. Average of breaks of 5930psi does not meet ACI minimum of fc+1200 for less than breaks submitted. Revision 0 Submittal Manager Alex Hyppolite(NV2A/Gulf Keystar JV) Status Closed Date Created Apr l l,2023 Issue Date Apr l l,2023 Spec Section 03 3000-Cast-in-Place Concrete Responsible Bella Construction of Key West, Inc. Received From Michael LaBounty(Bella Construction of Key West, Contractor Inc.) Received Date Submit By Final Due Date Apr 25,2023 Lead Time Cost Code Location Type Approvers Alex Hyppolite(NV2A/Gulf Keystar JV), Oren Guttmann(McFarland Johnson, Inc.),Christopher Kopec(McFarland Johnson, Inc.), Frederick Mock(McFarland Johnson, Inc.) Ball in Court Distribution Mansour Sodagari(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV), Tyler Bethel(Key West International Airport) Description Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information 031„",ybXWY1 7 0 a'lp 11 lay 10,sNgn at 1'o-te Attachments Caps pry ff Alex Hyppolite Apr ll,2023 Apr 18,2023 Apr ll,2023 Approved 033000-017.0-CIP Mix Design at Pile Caps.pdf NV2A/Gulf Keystar JV Pagel of 2 Printed On:Apr 20,2023 02:02 PM EPT 1381 Submittal#03 3000-004.0-CIP Mix Design at Pile Caps Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Name Sent Date Due Date Returned Date Response Attachments Oren Guttmann Apr 11,2023 Apr 25,2023 Apr 19,2023 Approved as Noted 033000-017.0-CIP Mix Design at Pile Caps.pdf(Cusirirenilll) Comment Submit additional concrete breaks per ACI requirements. Eight,7-day breaks were submitted.Average of breaks of 5930psi does not meet ACI minimum of fc+1200 for less than breaks submitted. Christopher Kopec Apr 11,2023 Apr 25,2023 Pending Frederick Mock Apr 11,2023 Apr 25,2023 Pending NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Apr 20,2023 02:02 PM EPT 1382 Bella Construction of Key West, Inc. Transmittal 35 Diamond Drive Phone: 305-292-9888 No. 017.0 Key West,FL 33040 Fax: 305-292-9880 PROJECT: KWIA Concourse A&Terminal Improvements DATE: 4/6/2023 PROJECT NO: 1065 REF: 03 3000 TO: NV2A Gulf Keystar JV ATTN: Alex Hyppolite PHONE: 954-699-9863 AlexH ,gulfbuilding.com FAX: WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN Preconstruction Review&Approval X Approved as Submitted Shop Drawings Record Approved as Noted Product Data X Other: Receipt Acknowledged Samples Revise&Resubmit Design Data X Due Date: Test Reports X SENT VIA: Other: Certificates X Electronic Email Copy X Manufacturer's Information Separate Cover Via: Closeout ITEM NO. COPIES: DATE: I NUMBER: I DESCRIPTION: STATUS 00001 1 4/6/2023 0001 Pile Cap Mix Design OPN 00002 1 4/6/2023 0002 Compressive Strength Tests for 5057CRYS OPN 00003 1 4/6/2023 0003 Cemex Quality Report OPN 00004 1 4/6/2023 0004 Cement Mill Test Report OPN 00005 1 4/6/2023 0005 Master Builders MB AE 90 OPN 00006 1 4/6/2023 0006 Master Builders Pozzolith 961R OPN 00007 1 4/6/2023 0007 Xypex C-1000 NE OPN 00008 1 4/6/2023 0008 Ely Ash Letter From Monroe Concrete OPN 00009 1 4/6/2023 0009 Monroe Concrete QC Plan OPN 00010 1 4/6/2023 0010 Drinking Water Standards OPN Remarks: The mix design and associated admixtures submitted herein are to be used to construct all Pile Caps for this project. G, U L B U I LD IN G, NV I KIT Alex Project: 20-2039 Reviewed by, Hyppo ite Submittal#. pate: t3'(PM,Bella Construction) 04/07/2023 Review status: Reviewed Submittal was reviewed for general conformance to contract documents only, it is not to be construed as acceptance of responsibility for design Intent. Approval of this submittal does not relieve the subcontractor or vendor of their contractual responsibility to confirm tolerances, clearances, quantities, fabrication processes, techniques of construction, coordination of work with other trades, and performance of work in a safe and satisfactory manner. 1383 9WOAnk IL; CONCRETE PHONE:305-296-9934 email:rick@&nonroeconcrete.net CONCRETE MIX DESIGN CONTRACTOR: Bella Construction 35 Diamond Dr. Key West,FL 33040 PROJECT: KWIA Terminal Project Key West,FL 33040 DATE: February 23,2023 SPECIFICATIONS: 5000#57 w/Xypex Water Proofing MIX CODE: 5057CYRS Coarse Aggregate: CEMEX Mat. ASTM-C-33 #57 Grade Stone Fine Aggregate: CEMEX Mat. ASTM-C-33 Concrete Screenings Cement Type: CEMEX Type 1/11 ASTM-C-150 (Portland Cement) Admixture(1): Master Builders MB AE 90 ASTM-C-260 (Air Entraining) Admixture(11): Master Builders Pozzolith 961R ASTM-C-494 (Retarder) Admixture(III): Xypex C-1000 NF ASTM-C-1585 (Crystalline Waterproofer) Slump: 4"to 6" LABORATORY ANALYSIS OF MATERIALS: COARSE AGGREGATE FINE AGGREGATE Fineness Modulus: 6.87 2.96 Percent Absorption SSD 3.00 3.22 Sodium Chloride Percent: ACI 318 ACI 318 LA Abrasion`B"Grading: 32.00 N/A Design Mix Per Cubic Yard: Coarse Aggregate Lbs.: 1637 Fine Aggregate Lbs.: 1407 Cement Lbs.: 620 Water Gals.: 30.0 Admixture(1)Oz.: 2.0 Admixture(11)Oz.: 45.0 Admixture(III)Lbs: 6.5 W/C Ratio .40 Remarks: The above Design Mix figures are based on SSD materials and batch weight adjustments will be necessary for free moisture in the aggregates. Monroe Concrete Products,Inc.hereby certifies that the concrete we propose to deliver to the above referenced will be manufactured to comply with the above Concrete Design Mix;provided that the concrete will be placed and cured in strict accordance with ASTM rules and specifications. Monroe Concrete Products,Inc.will not warranty or accept responsibility for the strength and consistency of any concrete to which water or other materials have been added after the truck leaves the plant at the insistence of the purchaser. 1384 Compressive Strength of Concrete Report Date: 11/30/2022 N OVA p g Test Method:ASTM C 39 Sample: 149656 1 R 04L'SS10 N Am I PRACNIYJry L. I 1:4 )Od h Fort Lauderdale Client: Project: 4350 Oakes Road Ajax Building Corporation 10101-1022001.000 Suite 518 735 Primera Boulevard FL Keys Marathon Airport EOC Building Fort Lauderdale,FL 33314 Suite 230 7280 Overseas Highway Phone:954.424.2520 Lake Mary,FL 32343 Marathon,Florida 33050 Fax:954.424.2580 Sample Details Set#: 32 Technician: Tom Parker Batched: 05:58 EST Specimen Size: 4"X 8" Cast By: Tom Parker Sampled: 06:20 EST Specimens In Set: 6 Date Cast: 11/23/22 Cast: 06:22 EST Truck I Ticket#: M-28/9561 Sampled From: Chute Truck Empty: Contractor: BELLA Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Retaining Wall Location Details: RETAINING WALL(TYPE WF-)@ LINE H,FROM LINE(3.5-5.5) Sample Location/Notes: EAST OF POUR AREA Batch Log Specifications Supplier: Monroe Concrete Mix Design: 5057CYRSEO Strength: 5000(psi) Products,Inc. OmSite Admixtures: None Field Measurements Weather: CLOUDY Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 86(ASTM C1064-12) Air Content: 2.2(ASTM C231) Load Volume: 10.00 f Standard Cure Field Cure Lab Test Results Specimen Test I Test Field/Lab Average Cylinder I Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area q (lbs) (psi) Type Remark Method 32-1 7 11/30/22 5/2 4.03 12.76 72,910 5,710 2 G8 N 32-2 7 11/30/22 5/2 4.03 12.76 71,950 5,640 2 G8 N Test Age Average Strengths(psi):7 Day-5680 Capping Methods G8:The 7 day test results meet the required minimum of 70%of specified strength. N:Unbonded Caps(ASTM C1231) Tested By:Eddie Ramos(1,2) Checked In: 11/28/2022(1,2) E E 9 E 1111 TYPE 9 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Printed copies of this document are not considered signed&sealed.The signature must be verified on any electronic copies.Field Page 1 of 1 and compressive strength testing are performed in general accordance with ASTM C31,C143,C172,C173,C231,C470,C1064& C39,C617,and/or C1231,respectively.Results relate only to the items inspected or tested.The information provided herein is intended for the sole and exclusive use of our Client unless other written agreement is entered into by NOVA and other parties.All 1385 other recipients are provided this document for information purposes only,and any use of said information shall be at their sole risk. 0—.4 nhnll—+k. rv+n.n'I--4 --+in fill ...;+K-..4 4k-nn——Aff........ne..ni..f FL.n....nn—, Compressive Strength of Concrete Report Date: 12/07/2022 N OVA Test Method:ASTM C 39 Sample: 150082 f f O A;M1^'44JIWAI f P Af HCF+t.. j PROWN Fort Lauderdale Client: Project: 4350 Oakes Road Ajax Building Corporation 10101-1022001.000 Suite 518 735 Primera Boulevard FL Keys Marathon Airport EOC Building Fort Lauderdale,FL 33314 Suite 230 7280 Overseas Highway Phone:954.424.2520 Lake Mary,FL 32343 Marathon,Florida 33050 Fax:954.424.2580 Sample Details Set#: 34 Technician: Tom Parker Batched: 15:18 EST Specimen Size: 4"X 8" Cast By: Tom Parker Sampled: 15:45 EST Specimens In Set: 6 Date Cast: 11/30/22 Cast: 15:47 EST Truck/Ticket M M-28/9594 Sampled From: Chute Truck Empty: Contractor: BELLA Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Foundation Wall Location Details: RAMP WALL @ NW SECTION OF BLDG Sample Location/Notes: WEST OF POUR AREA Batch Log Specifications Supplier: Monroe Concrete Mix Design: 5057CYRSEO Strength: 5000(psi) Products,Inc. OnSite Admixtures: None Field Measurements Weather: PT CLOUDY Slump(in): 6-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 81 Concrete Temp(F): 93(ASTM C1064-12) Air Content: 2.2(ASTM C231) Load Volume: 9.00 d d') Standard Cure Field Cure Lab Test Results Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break I Capping Number Age Days I Date I Cure Days L Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method 34-1 7 12/07/22 40 3 4.01 12.63 83,960 6,6 11 50 5 G8 N 34-2 7 12/07/22 4/3 4.01 12.63 78,440 6,210 5 G8 N Test Age Average Strengths(psi):7 Day-6430 Capping Methods G8:The 7 day test results meet the required minimum of 70%of specified strength. N:Unbonded Caps(ASTM C1231) Tested By:Eddie Ramos(1,2 Checked In: 12/04/2022(1,2) X M 9 E 1111 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Printed copies of this document are not considered signed&sealed.The signature must be verified on any electronic copies.Field Page 1 of 1 and compressive strength testing are performed in general accordance with ASTM C31,C143,C172,C173,C231,C470,C1064 C39,C617,and/or C1231,respectively.Results relate only to the Items inspected or tested,The Information provided herein is intended for the sole and exclusive use of our Client unless other written agreement is entered into by NOVA and other parties.All other recipients are provided this document for information purposes only,and any use of said information shall be at their sole risk. 1386 D--+c k ll—i ben avesewnefa ae A ,-, --f i® C.11 ...®+k—4+k& me ;—'—*f4—wa, —+a,f fk& naev, ' Compressive Strength of Concrete Report Date: 12/09/2022 N OVA Test Method:ASTM C 39 Sample:150298 Fort Lauderdale Client: Project: 4350 Oakes Road Ajax Building Corporation 10101-1022001.000 Suite 518 735 Primera Boulevard FL Keys Marathon Airport EOC Building Fort Lauderdale,FL 33314 Suite 230 7280 Overseas Highway Phone:954.424.2520 Lake Mary,FL 32343 Marathon,Florida 33050 Fax:954.424.2580 Sample Details Set#: 35 Technician: Tom Parker Batched: 07:33 EST Specimen Size: 4"X 8" Cast By: Tom Parker Sampled: 07:55 EST Specimens In Set: 6 Date Cast: 12/02/22 Cast: 07:57 EST Truck I Ticket#: M-23/9605 Sampled From: Chute Truck Empty: Contractor: BELLA Placement Method: Pump Placement Time: Location Placement Location: Building Exterior-Other Location Details: SOUTH PLANTER WALL @ LINE(B.2,FROM LINE 5 to 6.5) Sample Location/Notes: WEST OF POUR AREA Batch Log Specifications Supplier: Monroe Concrete Mix Design: 5057CYRSEO Strength: 5000(psi) Products,Inc. On-Site Admixtures: None Field Measurements Weather: BREEZY Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 78 Concrete Temp(F): 87(ASTM C1064-12) Air Content: 2.7(ASTM C231) Load Volume: 10.00 Standard Cure Field Cure Lab Test Results Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Da s Diameter(in) Area(in') (Ibs) Type Remark Method 35-1 7 12/09/22 6/1 4.02 12.69 75,450 5,950 5 G8 N 35-2 7 12/09/22 6/1 4.02 12.69 79,350 6,250 5 G8 N Test Age Average Strengths(psi):7 Day-6100 Capping Methods G8:The 7 day test results meet the required minimum of 70%of specified strength. N:Unbonded Caps(ASTM C1231) Tested By:Eddie Ramos(1,2) Checked In: 12/08/2022(1,2) X M 9 E 1111 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Printed copies of this document are not considered signed&sealed.The signature must be verified on any electronic copies.Field Page 1 of 1 and compressive strength testing are performed in general accordance with ASTM C31,C143,C172,C173,C231,C470,C1064& C39,C617,and/or C1231,respectively.Results relate only to the items inspected or tested.The information provided herein is intended for the sole and exclusive use of our Client unless other written agreement is entered into by NOVA and other parties.All other recipients are provided this document for information purposes only,and any use of said information shall be at their sole risk. 1387 0..ne..i';-11 n..f k—r....-A.,n A ..vn..e.f in i..11 ...iff...,,f fk. ..n...—Aff—n..--i..F ff........ —, °�° Compressive Strength of Concrete Report Date:02/16/2023 N OVA Test Method:ASTM C 39 Sample: 156460 Fort Lauderdale Client: Project: 4350 Oakes Road Ajax Building Corporation 10101-1022001.000 Suite 518 735 Primera Boulevard FL Keys Marathon Airport EOC Building Fort Lauderdale,FL 33314 Suite 230 7280 Overseas Highway Phone:954.424.2520 Lake Mary,FL 32343 Marathon,Florida 33050 Fax:954.424.2580 Sample Details Set#: 43 Technician: Tom Parker Batched: 07:49 EST Specimen Size: 4"X 8" Cast By: Tom Parker Sampled: 08:20 EST Specimens In Set: 6 Date Cast: 02/09/23 Cast: 08:23 EST Truck I Ticket#: M24/9970 Sampled From: Chute Truck Empty: Contractor: BELLA Placement Method: Chute Placement Time: Location Placement Location: Building Interior-Other Location Details: STAIRWELURETAINING WALL @ S101 Sample Location/Notes: EAST OF POUR AREA Batch Log Specifications Supplier: Monroe Concrete Mix Design: 5057CYRSEO Strength: 5000(psi) Products, Inc. On-Site Admixtures: None Field Measurements Weather: PT CLOUDY Slump(in): 5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 76 Concrete Temp(F): 83(ASTM C1064-12) Air Content: 1.7(ASTM C231) Load Volume: 4.00 dd3 Standard Cure Field Cure Lab Test Results Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (Ibs) (psi) Type Remark Method 43-1 7 02/16/23 4/3 4.02 12.69 70,720 5,570 5 G8 N 43-2 7 02/16/23 4/3 4.02 12.69 69,500 5,480 3 G8 N Test Age Average Strengths(psi):7 Day-5530 Capping Methods G8:The 7 day test results meet the required minimum of 70%of specified strength. N:Unbonded Caps(ASTM C1231) Tested By: Eddie Ramos(1,2) Checked In:02/13/2023(1,2) X [ 9 E 1111 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Printed copies of this document are not considered signed&sealed.The signature must be verified on any electronic copies.Field Page 1 of 1 and compressive strength testing are performed in general accordance with ASTM C31,C143,C172,C173,C231,C470,C1064& C39,C617,and/or C1231,respectively.Results relate only to the items inspected or tested.The information provided herein is intended for the sole and exclusive use of our Client unless other written agreement is entered into by NOVA and other parties.All 1388 other recipients are provided this document for information purposes only,and any use of said information shall be at their sole risk. D.--,+_k'11—f K+ rn.,r...+.—A .......,..+;_fill —41—.++L...—v. -";++--n..nn..n+-F H............... Krome Quarry-FDOT#87-089 8800 SW 177th Ave //C LOMM M G X Miami, FI 33196 305-818-2909 Product Quality Summary Report Monroe Concrete Krome Report Period 07/01/2022-07/31/2022 Plant 1325 1325 1325 1325 Krome Krome Krome Krome Quarry-FDOT Quarry-FDOT Quarry-FDOT Quarry-FDOT #87-089 #87-089 #87-089 #87-089 Product 1036898 1037202 1037235 1159424 ASTM#57 Conc Scrns Conc Scrns ASTM#89 Cert for FDOT SFBC Cert for FDOT Cert for FDOT Code10 Code 03 Code17 Specification ASTM#57 Conc.Scrns Conc Scrns FLDOT 89 FDOT 10 SFBC FDOT 03 1 1/2"(37.5mm) 100.0 1"(25mm) 99.8 3/4" (19mm) 87.1 1/2" (12.5mm) 41.6 100.0 3/8" (9.5mm) 15.5 100.0 100.0 95.2 5/16"(8mm) 83.0 #4(4.75mm) 4.7 100.0 100.0 39.4 #8(2.36mm) 2.8 92.6 91.0 4.7 #10(2mm) 87.1 84.3 3.0 #16(1.18mm) 68.8 61.1 1.7 #30(.6mm) 47.8 36.5 1.2 #40(.425mm) 35.7 25.0 1.1 #50(.3mm) 26.1 16.5 1.0 #80(.18mm) 14.0 8.3 0.9 #100(.15mm) 9.8 5.7 #200(75pm) 3.48 2.50 1.00 Pan 0.00 0.00 0.00 0.00 LA Abrasion (13,500) 37 FM 6.80 2.55 2.89 4200(75um) 1.00 3.41 2.46 0.96 Absorption 6.48 4.43 4.21 6.87 SPGR(SSD) 2.446 2.509 2.506 2.438 StonemontQC 08/01/2022 Cemex Technical Services Page: 1 of 2 1389 Krome Quarry-FDOT#87-089 8800 SW 177th Ave //C LOMM M G X Miami, FI 33196 305-818-2909 Product Quality Summary Report Monroe Concrete Krome Report Period 07/01/2022-07/31/2022 Query Query Selections Date Created 08/01/2022 Date Range 07/01/2022-07/31/2022 Plant Krome Quarry-FDOT#87-089 Sample Type Shipping StonemontQC 08/01/2022 Cemex Technical Services Page: 2 of 2 1390 Miami Plant CEMENT 1200 NW 137th ave MILL ZZCGMC->C Miami,Florida. 33182 TEST Phone(305)229-2976 /FAX(305)229-8015 REPORT Cement Identified as: Type I Low Alkali(MH)and Type II Low Alkali(MH) Date of Report: 11/09/22 Production Period: Beginning: 1-Oct-22 Ending:31-Oct-22 Silos:21,23,25,31,33,41,43,45,51,53,54,55,56,65,66 CHEMICAL REQUIRMENTS Test Results Specifications AASHTO M 85,ASTM C 150 ASTM C-1157 ASTM C114 and AASHTO M 85 Type I Low alkali TYPE II Low Alkali TYPE II(MH) GU Silicon Dioxide(Si02)% 20.60 Minimum ---- ---- --- ---- Aluminum Oxide(AI203)% 4.63 Maximum ---- 6.0 6.0 ---- Ferric Oxide(Fe203)% 3.23 Maximum ---- 6.0 6.0 ---- Calcium Oxide(CaO)% 63.7 ---- ---- ---- ---- Magnesium Oxide(MgO)% 0.88 Maximum 6.0 6.0 6.0 ---- Sulfur Trioxide(S03)%A 3.02 Maximum 3.5 3.0 3.0 ---- Loss on Ignition(LOI)% 2.73 Maximum 3.5 3.5 3.5 ---- Insoluble Residue(IR)% 0.51 Maximum 1.5 1.5 1.5 ---- K20% 0.31 for information Na20% 0.17 for information Alkalies(Na20 equivalent)% 0.31 for information ---- Carbon Dioxide in cement(CO2)% 2.0 Limestone%in cement(ASTM C150 Al) 2.0 Maximum 5 5 5 ---- CaCO3 in limestone%(2.274 x%CO2 LS) 89 Minimum 70 70 70 ---- Inorganic Processing Addition(note 1) ('Bag house Dust")(up to %) 3.3 Maximum 5 5 5 ---- or("GBFS")(up to%) 0.0 Maximum 5 5 5 Potential Phase composition o Tricalcium Silicate(C3S)% 58.6 ---- ---- ---- ---- Dicalcium Silicate(C2S)% 14.9 ---- ---- ---- ---- Tricalcium Aluminate(C3A)% 6.8 Maximum ---- 8 8 ---- Tetracalcium Aluminoferrite(C4AF)% 9.8 ---- ---- ---- (C3S+4.75 C3A) 90.9 Maximum ---- ---- 100 ---- PHYSICAL REQUIRMENTS (ASTM C204)Blaine Fineness,cm2/g 4070 Minimum 2600 2600 2600 ---- (ASTM C204)Blaine Fineness,cm2/g Maximum ---- ---- 4300 e ---- (ASTM C191)Time of Setting(Vicat) Initial Set,minutes 107 Min/Max 45/375 45/375 45/375 45/420 Final Set,minutes 214 (ASTM C185)Air Content of Mortar% 2.5 Maximum 12 12 12 ---- (ASTM C151)Autoclave Expansion% -0.001 Maximum 0.80 0.80 0.80 0.80 (ASTM C187)Normal Consistency% 26.4 ---- ---- ---- ---- (ASTM C430)Passing No.325 Sieve% 97.5 ---- ---- ---- ---- (ASTM C1038)Expansion in Water%* 0.004 Maximum 0.020 0.020 0.020 0.020 (ASTM C188)Density g/cm3 3.15 for information (ASTM C1702)Heat of Hyd ratio n/Calorimetry J/g 288 for information (ASTM C109)Compressive Strength,psi(Mpa) 1 Day 2280 ( 15.7 ) ---- ---- ---- ---- 3 Days 3900 ( 26.9 ) Minimum 1740(12.0) 1450(10.0) 1450(10.0) 1890 (13.0) 7 Days 4810 ( 33.2 ) Minimum 2760(19.0) 2470(17.0) 2470(17.0) 2900(20.0) 28 Days c 6500 ( 44.9 ) I Minimum I ---- I ---- I ---- 1 4060 (28.0) Note 1: The cement produced during this period contained Inorganic Processing Addition such as Bag house Dust or Ground Granulated Slag up to the percentages shown. A As per note D of table 1, S03 limit may be exceeded demonstrating expansion according to ASTM C 1038-0.020 B Blaine limits does not apply if Sum of C3S+4.75'C3A<=90 C Test results for this period not available. Most recent test result provided. D Adjusted per A 1.6 of ASTM C150 Required only if S03 exceeds limit of table 1 of ASTM C150. This Cement contains Limestone and may contain Inorganic processing addition up to the percentages shown above. Cemex hereby certifies that this cement meets or exceeds the chemical and physical specifications of most recent edition of x AASHTO M 85 Type I and Type II and ASTM C150 Type I and Type 11 x AASHTO M 85 Type 11(MH)and ASTM C150 Type 11(MH) U`"W C x ASTM C-1157 GU Omar Ortiz x Florida Spec 921 Quality Control Manager wiz x ASTM C1038 x FDOTsourcelD-CMT24 IWe certify that the above described data represents the cement manufactured during the production period indicated. Cemex is not responsible for the improper use or workmanship that may be associated with the use of this cement. 1391 Miami Plant CEMENT 1200 NW 137th ave MILL zzCGMG>C Miami,Florida. 33182 TEST Phone(305)229-2976 /FAX(305)229-8015 REPORT Cement Identified as: Type I Low Alkali(MH)and Type II Low Alkali(MH) Date of Report: 11/09/22 Production Period: Beginning: 1-Oct-22 Ending:31-Oct-22 Silos:21,23,25,31,33,41,43,45,51,53,54,55,56,65,66 ADDITIONAL DATA ADDITIONAL DATA Inorganic Processing Addition(BHD) Inorganic Processing Addition(GBFS) Base Cement Phase Composition Type BHD Type GBFS C3S(%) 60 Amount (%) 3.3 Amount (%) 0.0 C2S(%) 16 Si02(%) 3.61 Si02(%) C3A(%) 7 A1203(%) 3.58 A1203(%) C4AF(%) 10 Fe203(%) 1.51 Fe203(%) CaO(%) 51.1 CaO(%) S03(%) 0.16 S03(%) Limestone Analysis Si02(%) 3 A1203(%) 1.59 Fe203(%) 0.43 CaO(%) 52.9 S03(%) 0.05 1392 Master Builders Solutions Admixtures US, LLC U U 1 O'1 December 21, 2022 Bella Construction 35 Diamond Dr Attention: Doug Bradshaw Project: KWIA Project location: Key West Certificate of Conformance MasterAir®AE 90 Admixture (formerly MB-AE 90) Admixture for Concrete I, Richard Hubbard, Sr. Technical Specialist for Master Builders Solutions US LLC, Cleveland, Ohio, certify: That MasterAir AE 90 admixture is a Master Builders Solutions Air-Entraining Admixture for concrete; and That MasterAir AE 90 and MB AE 90 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture; and That MasterAir AE 90 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterAir AE 90 admixture meets the requirements of ASTM C260, the Standard Specification for Air-Entraining Admixtures for Concrete, as well as the requirements for air- entraining admixtures as specified in Corps of Engineers' CRD-C 13 and AASHTO M154. Richard Hubbard Sr. Technical Specialist Master Builders solutions Admixtures Us,LLC Abrand of 23700 Chagrin Blvd. IMBCC GROUP Cleveland,OH 44122 216-839-7500 www.master-builders-solutions.com 1393 033000 Cast-in-Place Concrete MASTER° 3 03 d O 00 Precast Concrete » BUILDER S 03 7000 Mass Concrete SOLUTIONS MasterAirO AE 90 iiian iiiii t dire MasterAirAE 90 air- uuuuuii Ready-to-use in the proper concentration for rapid, accurate dispensing entraining admixture is for use in concrete mixtures. It Bean flit meets the requirements of uuuuuii Improved resistance to damage from cyclic freezing and thawing ASTM C 260,AASHTO M 154 and CRD-C 13. uuuuuii Improved resistance to scaling from deicing salts uuuuuii Improved plasticity and workability ` �1118)Itt uuuuuii Reduced permeability— increased watertightness Recommended for use in: uuuuuii Reduced segregation and bleeding • Concrete exposed to cyclic freezing cur'°f' ur'°ur"mr'mum Clli°'yiiur'° fur'°Iliflli and thawing Concrete durability research has established that the best protection for concrete from the • Production of high- adverse effects of freezing and thawing cycles and deicing salts results from: proper air quality normal or content in the hardened concrete, a suitable air-void system in terms of bubble size and lightweight concrete spacing,and adequate concrete strength,assuming the use of sound aggregates and proper (heavyweight concrete mixing,transporting, placing, consolidation, finishing and curing techniques. MasterAirAE 90 normally does not admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned contain entrained air) concrete mixture, if standard industry practices are followed. Air Content Determination:The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231,"Standard Test Method forAir Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method."The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content,as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. A brand of MBCC GROUP Cpa ge 1 of 3 1394 MasterkrAE, 0 Technical Data Sheet Guid6lines for, Use P ure can u f Ili o in Dosage: There is no standard dosage for MasterAir AE 90 In a 2005 publication from the Portland Cement Association admixture. The exact quantity of air-entraining admixture (PCA R&D Serial No. 2789), it was reported that problematic needed for a given air content of concrete varies because air-void clustering that can potentially lead to above normal of differences in concrete-making materials and ambient decreases in strength was found to coincide with late additions conditions.Typical factors that might influence the amount of air of water to air-entrained concretes. Late additions of water entrained include: temperature, cementitious materials, sand include the conventional practice of holding back water during gradation, sand-aggregate ratio, mixture proportions, slump, batching for addition at the jobsite. Therefore, caution should means of conveying and placement,consolidation and finishing be exercised with delayed additions of water to air-entrained technique.The amount of MasterAirAE 90 admixture used will concrete. Furthermore, an air content check should be depend upon the amount of entrained air required under actual performed after post-batching addition of any other materials to job conditions. In a trial mixture, use 0.25 to 4 fl oz/cwt(16-260 an air-entrained concrete mixture. mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease Pir'oduct IlNotes the quantity of MasterAirAE 90 admixture to obtain the desired air content. Corrosivity - Non-Chloride, Non-Corrosive: MasterAir AE 90 admixture will neither initiate nor promote corrosion of In mixtures containing water-reducing or set-control admixtures, reinforcing and prestressing steel embedded in concrete, or of the amount of MasterAir AE 90 admixture needed may be galvanized floor and roof systems. No calcium chloride or other somewhat less than the amount required in plain concrete. chloride-based ingredients are used in the manufacture of this Due to possible changes in the factorsthat can affectthe dosage admixture. of MasterAir AE 90 admixture, frequent air content checks Compatibility: MasterAir AE 90 admixture may be used in should be made during the course of the work. Adjustments combination with any Master Builders Solutions admixture, to the dosage should be based on the amount of entrained air unless stated otherwise on the data sheet for the other product. required in the mixture at the point of placement. When used in conjunction with other admixtures,each admixture If an unusually high or low dosage of MasterAirAE 90 admixture must be dispensed separately into the concrete mixture. is required to obtain the desired air content, consult your local sales representative. In such cases, it may be necessary to f')f nllra ali nd IlHai n lull i n determine that, in addition to a proper air content in the fresh Storage Temperature: MasterAir AE 90 admixture should concrete,a suitable air-void system is achieved in the hardened be stored and dispensed at 31 °F (-0.5 °C) or higher. concrete. Although freezing does not harm this product, precautions Dispensing and Mixing: Add MasterAir AE 90 admixture to the should be taken to protect it from freezing. If MasterAir concrete mixture using a dispenser designed for air-entraining AE 90 admixture freezes, thaw at 35 °F (2 °C) or above admixtures,or add manually using a suitable measuring device and completely reconstitute by mild mechanical agitation. that ensures accuracy within plus or minus 3% of the required Do not use pressurized air for agitation. amount. Shelf Life: MasterAir AE 90 admixture has a minimum shelf For optimum, consistent performance, the air-entraining life of 18 months. Depending on storage conditions, the shelf admixture should be dispensed on damp, fine aggregate. If life may be greater than stated. Please contact your local the concrete mixture contains fine lightweight aggregate, field sales representative regarding suitability for use and dosage evaluations should be conducted to determine the best method recommendations if the shelf life of MasterAirAE 90 admixture to dispense the air-entraining admixture. has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. www.master-builders-solutions.com/en-us Cpa`ge 2 of 3 1395 W t"er r 90 Technical Data Sheet P a c Ili a g Ili in g I iirrifted WarrantylantIli MasterAirAE 90 admixture is supplied in 55 gal(208 L)drums, Master Builders Solutions Admixtures US, LLC ("Master 275 gal (1040 L)totes and by bulk delivery. Builders Solutions") warrants this product to be free from manufacturing defects and to meet the technical properties on Related IIIDo a irnrn lrn s the current Technical Data Guide,if used as directed within shelf life. Satisfactory results depend not only on quality products Safety Data Sheets: MasterAirAE 90 admixture but also upon many factors beyond our control. MASTER BUILDERS SOLUTIONS MAKES NO OTHER WARRANTY ) )Ii li nllrnalll Illlurnf nur"ur"mr'n n(Ili nllrn OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING For additional information on MasterAirAE 90 admixture, or its WARRANTIES OF MERCHANTABILITY OR FITNESS use in developing a concrete mixture with special performance FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS characteristics, contact your local sales representative. PRODUCTS.The sole and exclusive remedy of Purchaser for Master Builders Solutions, a brand of MBCC Group, any claim concerning this product, including but not limited to, is a global leader of innovative chemistry systems and claims alleging breach of warranty, negligence, strict liability formulations for construction, maintenance, repair and or otherwise, is shipment to purchaser of product equal to the restoration of structures. The Admixture Systems business amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this provides advanced products, solutions and expertise that improve durability, water resistance, energy efficiency, warranty, at the sole option of Master Builders Solutions.Any safety, sustainability and aesthetics of concrete structures, claims concerning this product must be received in writing within one(1)yearfrom the date of shipment and any claims not above and below ground, helping customers to achieve reduced operating costs, improved efficiency and enhanced presented within that period are waived by Purchaser.MASTER finished products. BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL Utilizing worldwide resources, the Master Builders Solutions (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF community of experts are passionate about providing ANY KIND. solutions to challenges within all stages of construction, Purchaser must determine the suitability of the products for the as well as the life cycle of a structure. At Master Builders intended use and assumes all risks and liabilities in connection Solutions we create sustainable solutions for construction therewith. This information and all further technical advice are around the globe. based on Master Builders Solutions' present knowledge and experience. However, Master Builders Solutions assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights,nor shall any legal relationship be created by or arise from the provision of such information and advice. Master Builders Solutions reserves the right to make any changes according to technological progress or further developments.The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF $F/ANSIt61 ©MBCC Group uo 04/21 uo DAT-0013 ®registered trademark of a MBCC Group member in many countries of the world www.master-builders-solutions.com/en-us Master Builders Solutions Admixtures US,1111 C Master Builders Solutions Canada,Ilnne,. 23700 Chagrin Boulevard 1800 Clark Boulevard ClevUSAelua800-628-9990nd,Ohio 2 5544 CANADA uuO 89-3601 ntario -6T 7 300 page 3 of 3 1396 Master Builders Solutions Admixtures US, LLC U U 1 O'1 January 27, 2023 Bella Construction 35 Diamond Dr Attention: Doug Bradshaw Project: KWIA Project location: Key West Certificate of Conformance MasterSet® R 961 Master Builders Solutions Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for Master Builders Solutions, Cleveland, Ohio, certify: That MasterSet R 961 admixture is a Master Builders Solutions Set Retarding Admixture for concrete; and That MasterSet R 961 and Pozzolith 961 R admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet R 961 admixture; and That MasterSet R 961 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00013 percent (1.3 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterSet R 961 admixture meets the requirements for a Type B, Retarding and Type D, Water-Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. Richard Hubbard Sr. Technical Specialist Master Builders solutions Admixtures Us,LLC Abrand of 23700 Chagrin Blvd. IMBCC GROUP Cleveland,OH 44122 216-839-7500 www.master-builders-solutions.com 1397 033000 Cast-in-Place Concrete M ASTER° 3 034000 Precast Concrete » BUILDER S 03 7000 0 Mass Concrete SOLUTIONS MasterSetO R 961 S ww ° r d iii iiii g Adiian iiiii h dire MasterSet R 961 ready- uuuuuii Reduced water content required for a given workability to-use, liquid admixture uuuuuii Retarded setting characteristics is used for making more uniform and predictable uuuuuii Improved workability high-performance concrete uuuuuii Reduced segregation while retarding its setting uuuuuii Superior finishing characteristics for flatwork and cast surfaces time to facilitate placing and finishing operations. uuuuuii Increased compressive and flexural strength It meets ASTM C 494/C uuuuuii Full-form deflection can take place (before concrete sets) in extended pours for bridge 494M requirements for decks, cantilevers, nonshored structural elements, etc. Type B, retarding, and Type D, water-reducing Bean flit and retarding, admixtures. uuuuuii Flexibility in the scheduling of placing and finishing operations Applications uuuuuii Minimizes premature hardening during delays between mixing and placing Recommended for use in: uuuuuii Helps eliminate cold joints • Prestressed concrete uuuuuii Peak temperature and/or rate of temperature rise in mass concrete lowered thereby • Precast concrete reducing thermal cracking • Reinforced concrete • Shotcrete • Lightweight concrete • Pumped concrete • 4x4TM Concrete • Pervious concrete a Self-consolidating concrete (SCC) A brand of MBCC GROUP Cpa ge 1 of 3 1398 MasterSet ��R 961 Technical Data Sheet cur° ' nur°ur°mrn IlanCIII"iiiaiir'acteiir,I°iistIics Guid6linesfor, Use Concrete produced with MasterSet R 961 admixture will have Dosage: MasterSet R 961 admixture is recommended for rapid strength development after initial set occurs. It develops use at a dosage of 4 ± 1 fl oz/cwt (260 ± 65 mL/100 kg) of higher early (24-hour) and ultimate strengths than plain cementitious materials for most concrete mixtures using concrete when used within the recommended dosage range typical concrete ingredients. Because of variations in job and under normal, comparable curing conditions. When conditions and concrete materials, dosage rates other than MasterSet R 961 admixture is used in heat-cured concrete,the the recommended amounts may be required. In such cases, length of the preheating period should be increased until initial contact your local sales representative. set of the concrete is achieved. The actual heat curing period is then reduced accordingly to maintain existing production F Ilroduc II ( s cycles without sacrificing early or ultimate strengths. Corrosivity - Non-Chloride, Non-Corrosive: MasterSet R 961 Mixture: 470 Ib/yd3 (279 kg/m3) of Type I cement, slump 4.25 admixture will neither initiate nor promote corrosion of in. (110 mm), air-entrained concrete, concrete temperature reinforcing steel in concrete.This admixture does not contain 90 OF (32°C), ambient temperature 90 OF (32°C). intentionally-added calcium chloride or other chloride-based Setting Time Performance' ingredients. Initial Set Difference Compatibility: MasterSet R 961 admixture may be used in Mixture (h:min) (h:min) combination with any Master Builders Solutions admixtures. ........................................................................................................................................................................................ When used in conjunction with other admixtures, each Plai.n.......................................................................................4:00........................................ ............................... admixture must be dispensed separately into the mixture. MasterSet R 961 Admixture 3 fl oz/cw..(195 mL/100 kg)................................5:05.......................................+1:05.................... I)toirage a Ilan ) III a Ilan )III Ili Ilan 4.5 fl oz/cwt(295 mL/100 kg) 7:10 +3:10 Storage Temperature: MasterSet R 961 admixture should be ....................................................................................................................................................................................... 6 fl oz/cwt(390 mL/100 kg) 10:15 +6:15 stored above freezing temperatures. If MasterSet R 961 admixture freezes,thaw at 35°F(2°C)orabove and completely 'Note: The data shown are based on controlled laboratory tests. reconstitute by mild mechanical agitation. Do not use Reasonable variations from the results shown here may be experienced pressurized air for agitation. as a result of differences in concrete making materials and jobsite conditions. Shelf Life: MasterSet R 961 admixture has a minimum shelf Rate of Hardening: The temperature of the concrete mixture life of 18 months. Depending on storage conditions, the shelf and the ambient temperature (forms, earth, reinforcement, life may be greater than stated. Please contact your local air, etc.) affect the hardening rate of concrete. At higher sales representative regarding suitability for use and dosage temperatures, concrete hardens more rapidly which may recommendations if the shelf life of MasterSet R 961 admixture cause problems with placing and finishing. has been exceeded. MasterSet R 961 admixture retards the set of concrete. acIIk a g liin Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal MasterSet R 961 admixture is supplied in 55 gal (208 L) portland cement approximately 1 hour to 5 hours compared drums, 275 gal (1040 L) totes and by bulk delivery. to a plain concrete mixture, depending on job materials and temperatures. Trial mixtures should be made with job Related IIIDocut"in lint materials approximating job conditions to determine the Safety Data Sheets: MasterSet R 961 admixture dosage required. www.master-builders-solutions.com/en-us Cpa`ge 2 0f 3 1399 Technical Data Sheet Addifloinal IIIIurm ' ur°ur°mrm °ii urm III iirrifted WarrantyNotice For additional information on MasterSet R 961 admixture Master Builders Solutions Admixtures US, LLC ("Master or its use in developing a concrete mixture with special Builders Solutions") warrants this product to be free from performance characteristics, contact your local sales manufacturing defects and to meet the technical properties representative. on the current Technical Data Guide,if used as directed within Master Builders Solutions, a brand of MBCC Group, shelf life. Satisfactory results depend not only on quality is a global leader of innovative chemistry systems and products but also upon many factors beyond our control. formulations for construction, maintenance, repair and MASTER BUILDERS SOLUTIONS MAKES NO OTHER restoration of structures. The Admixture Systems business WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, provides advanced products, solutions and expertise that INCLUDING WARRANTIES OF MERCHANTABILITY improve durability, water resistance, energy efficiency, OR FITNESS FOR A PARTICULAR PURPOSE WITH safety, sustainability and aesthetics of concrete structures, RESPECT TO ITS PRODUCTS. The sole and exclusive above and below ground, helping customers to achieve remedy of Purchaser for any claim concerning this product, reduced operating costs, improved efficiency and enhanced including but not limited to, claims alleging breach of finished products. warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that Utilizing worldwide resources, the Master Builders Solutions fails to meet this warranty or refund of the original purchase community of experts are passionate about providing price of product that fails to meet this warranty, at the sole solutions to challenges within all stages of construction, option of Master Builders Solutions. Any claims concerning as well as the life cycle of a structure. At Master Builders this product must be received in writing within one (1) year Solutions we create sustainable solutions for construction from the date of shipment and any claims not presented within around the globe. that period are waived by Purchaser. MASTER BUILDERS SOLUTIONS WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith.This information and all further technical advice are based on Master Builders Solutions' present knowledge and experience. However, Master Builders Solutions assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. Master Builders Solutions reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF $F/ANSIt61 ©MBCC Group uo 04/21 uo DAT-0050 ®registered trademark of a MBCC Group member in many countries of the world www.master-builders-solutions.com/en-us Master Builders Solutions Admixtures US,1111 C Master Builders Solutions Canada,Ilnne,. 23700 Chagrin Boulevard 1800 Clark Boulevard Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 USA uul 800-628-9990 CANADA uul 289-360-1300 Cpa`ge 3 of 3 1400 11 III III uo o uo o IN ..... 000i IIIIIIIIIIIIIIIIIIIIIIIII ....................................................................................................................................................................................................................................................................................................... IIIIIIIIIIIIII CIE IIV�IL.. III if II O 4„� lip Y If IL..II...II IE::i ..................................................................................................................................................................................................................................................................................................................... IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Conoirata Watairpiroofling DescIIrII�at'1IIon • Permanent Xypex is a unique chemical treatment for the waterproofing, Added to the concrete at time of batching and protection and improvement of concrete. XYPEX ADMIX therefore is not subject to climatic restraints C-1000/C-1000 NF is added to the concrete mix at the time Increases flexibility in construction scheduling of batching. Xypex Admix C-1000/C-1000 NF consists of For assistance with project requirements, please contact Portland cement, silica sand (excluding the NF grade) and Xypex Technical Services Department. various active, proprietary chemicals. These active chemi- cals react with the moisture in fresh concrete and with the Packaghng byproducts of cement hydration to cause a catalytic reaction. Xypex Admix C-1000/C-1000 NF is packaged in convenient This reaction generates a non-soluble crystalline formation sizes of various types of packaging, including pails, repulp- throughout the pores and capillary tracts of the concrete that able paper bags and soluble bags.Contact your local Xypex permanently seals the concrete and prevents the penetra- Technical Services Representative or dealer for details and tion of water and other liquids from any direction. availability. ., paex Adinnix C-Seirjes Storage All variations of the Admix C-Series contain the same Xypex products must be stored dry at a minimum tempera- amount of reactive chemicals at their prescribed dosage ture of 45°F (70C). Shelf life is one year when stored under rates and provide the same waterproofing and durability proper conditions. performance characteristics. Xypex Admix C-Series is available in regular or no-fines grades (NF). Xypex Admix Dosage tee C-500/C-500 NF is formulated to have minimal or no effect Xypex Admix C-1000(Regular Grade): on setting time. Xypex Admix C-1000/C-1000 NF is for- 2-3% by weight of cement mulated for concrete mix designs where a normal or mildly Xypex Admix C-1000 NF (No Fines Grade): delayed set is desired.Xypex Admix C-2000/C-2000 NF is designedforwarmerclimatesandprojectswhereaslowerhy- 1 - 1.5% by weight of cement drationrateistypicallyrequired.SeeSettingTimeandStrength NOTE: for more details. Consult with a Xypex Technical Services I. For determining the appropriate dosage rate and for Representative for the most appropriate Xypex Admix for further information regarding concrete mixes containing fly your project. ash / slag, enhanced chemical resistance, optimum con- crete performance, or meeting the specific requirements Recoinninneinded foiI"h and conditions of your project, consult with the local Xypex • Reservoirs Technical Services Representative or Xypex's Technical • Sewage and Water Treatment Plants Services Department. • Secondary Containment Structures • Tunnels and Subway Systems ii. The recommended minimum dosage rate for Admix • Underground Vaults C-1000 (Regular Grade) is 10 lbs. per yd3 (6 kg per m3); • Foundations/Basements the maximum dosage is 20 lbs. per yd3(12 kg per m3). For • Parking Structures Admix C-1000 NF (No Fines Grade), the minimum dosage • Swimming Pools is 5 lbs. per yd3 (3 kg per m3); the maximum dosage is 10 • Precast Components lbs.per yd3(6 kg per m3). • Bridge Structures III. Under certain conditions the dosage rate for the Admix VII1 ' fS NF(No Fines Grade) may be as low as 0.8%depending on • Resists extreme hydrostatic pressure the quantity and type of total cementitious materials. • Becomes an integral part of the substrate • Highly resistant to aggressive and chemical MateiI Pirgae II"('I es environments • Can seal static hairline cracks up to 0.5 mm Visual Appearance Light grey powder • Allows concrete to breathe pH 12.0- 12.4 • Non-toxic Chloride Content <0.1% • No VOCs VOC none • Less costly to install than most other methods Concrete Waterproofing By Crystallization'" RDAT 2DM1—NA 2-078 1401 "Test Data COMPRESSIVE STRENGTH PERMEABILITY ASTM C 39, "Compressive Strength of Cylindrical U.S.Army Corps of Engineers CRD C48, Concrete Specimens",Kleinfelder Laboratories, "Permeability of Concrete";Aviles Engineering Corp., San Francisco,USA Houston, USA At 28 days, the compressive strength test of the concrete Two concrete samples containing Xypex Admix and an un- containing Xypex Admix measured 7160 psi/49.5 MPa as treated control sample were tested for water permeability. compared to the reference sample at 6460 psi /44.5 MPa Both the treated and untreated samples were subjected to a (a 10%increase). pressure of 150 psi/1.04 MPa(350 ft./106.7 m water head). Results showed moisture and permeated water throughout CHEMICAL RESISTANCE the untreated sample after 24 hours. However, the Xypex CSN 73 1326, "Measuring Loss of Surface Due to Admix samples showed no leakage, and water penetration Sulphate Attack of Concrete Treated with Admix of only 1.5 mm/0.06 inches after 120 hours(5 days). C-1000/Admix C-1000 NF",Betonconsult,Building Materials Testing Laboratory,Prague, Czech Republic U.S.Army Corps of Engineers CRD C48, "Permeability of Concrete';Setsco Services,Pte Ltd.,Singapore Concrete specimens treated with Admix C-1000 at 1%and 2%, and Admix C-1000 NF at 0.5% and 1% were cast Six Xypex Admix-treated and six untreated concrete sam- along with non-treated concrete specimens.The specimens pies were tested for water permeability. Pressure was were exposed to a highly concentrated sulphate solution gradually increased over five days and then maintained at (i.e. 36,000 mg/C) for 4 months and samples were periodi- 7 bars(224 ft. /68.3 m water head)for 10 days. While the cally weighed to determine mass loss. The Admix treated six reference samples showed water leakage beginning on samples recorded a mass loss between 5 and 50 g/m2 and the fifth day and increasing throughout the test period, the showed no surface deterioration, while the non-treated Xypex Admix samples showed no water leakage at any time specimens measured an average mass loss of 4,860 g/m2 during the test. with significant surface deterioration. ACCI Water Permeability Test, "Water Permeability HB 84-2006 "Durability Assessment of Reinforced of Concrete';Australia Centre of Construction and Concrete Structure Containing Xypex Admix Exposed Innovation,University of New South Wales,Sydney, to 19 Years of Severe Marine Environment",Sharp Australia and Howells Pty.Ltd. Chemical Laboratories, Victoria, Concrete samples containing Xypex Admix NF at a dosage Australia rate of 0.8% and 1.2% were tested for water permeability Lascelles Wharf serves as a bulk chemical and grain dock. against control samples.All the samples were subjected to In 1995, as part of an extensive maintenance program and a pressure of 10 bars(100 meters/328 ft. water head)for to protect new precast concrete panels from the extremely 2 weeks. Water permeability coefficients were calculated harsh and aggressive marine environment, the concrete and the Xypex Admix treated concrete showed significant was dosed with Xypex Admix C-Series at 1%. Recently reduction in water permeability by up to 93% at a dosage tests were conducted to predict"initiation time to corrosion". rate of 1.2%. Extracted cores were tested for chloride content at incre- STN EN 12390-8, "Testing of Hardened Concrete;Depth mental depths into the concrete. Chloride content profiles, of Water Penetration Under Pressure", Technical and concrete cover, surface chloride content, and chloride cor- Testing Construction Institute,Bratislava,Slovakia rosion threshold were used in a model based on Fick's 2nd Concrete cubes were prepared with Admix C-1000 at 2% law to predict the residual service life of this structure. The and Admix C-1000 NF at 1% along with control cubes. average initiation time to corrosion was estimated at 164 A water pressure of 0.5 MPa was applied for 72 hrs and years; whereas, the structure had been designed for 50 specimens were subsequently split transversely to mea- years of service life. sure depth of water penetration. Depth results for C-1000/ NT BUILD 443, "Chloride Diffusion by NordTest with C-1000 NF were 10.3 mm and 25 mm respectively,whereas 16.5%NaCl Solution of 40 MPa Concrete Containing penetration on control samples was 113 mm. In using the Admix C-1000 NF",Australia Centre for Construction Valenta equation to calculate the water permeability coef- Innovation, University of New South Wales,Sydney, ficient, the C-1000/C-1000 NF treated concrete showed a Australia 20 to 120x reduction compared to the control concrete. The NordTest NT BUILD 443 is a standard accelerated method for evaluation of the chloride diffusion coefficient of concrete. In this test program, concrete mixes with 25% fly ash, 38% slag, and 60% slag were cast(total cementi- tious content = 435 kg, 0.4 w/c). Xypex Admix C-1000 NF at 0.8%and 1.2%by weight of cementitious materials were ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. XYPEX ADMIX C - 1 0 0 0 / C - 1 0 0 0 NF PRODUCT DATA 1402 compared to control mixes (for each cement system). All "Testing of Xypex Admix C-1000 NF Crack Healing specimens were immersed in a 16.5% NaCl solution for 35 Capabilities", CH Karnchang(Lao) Company Ltd., days. Chloride diffusion coefficient was calculated based on Xayaburi Laboratory,Ban Xieng Yeun, Vientiane,Laos the chloride profile, utilizing Fick's 2nd law.Admix treated fly Prior to construction of a Mekong River dam, testing was ash concrete showed 25% reduced chloride diffusion coef- undertaken to substantiate the ability of Xypex Admix to ficient for both 0.8% and 1.2% addition.The Admix treated self-heal static cracks. Three large concrete slabs treated 38%slag concrete recorded a 67%lower chloride diffusion with Admix C-1000 NF at 0.8%were cast along with three coefficient at 0.8% addition and 75% lower at 1.2% addi- control slabs. Following curing, a force was applied at the tion.The reduction of chloride diffusion coefficient was 42% mid-point of each slab to create cracks with widths from and 53% for high slag mixes for 0.8% and 1.2% addition 0.2 to 0.5 mm on the surface. Water was ponded above respectively. the cracked area. Initially all cracks leaked; at 4 days all dripping had ceased from the cracks of the Xypex treated "Sulfuric Acid Resistance Test",Aviles Engineering panels, while leaking continued through the cracks of the Corporation,Houston, USA control slab until the end of the test period (25 days). SEM Concrete containing Xypex Admix at different dosage rates photographs showed significant crystalline growth through- including 3% specimens were tested against untreated out the cracks of the Admix treated slab. control samples for sulfuric acid resistance. After immer- sion in the sulfuric acid, each sample was tested for weight SCANNING ELECTRON MICROSCOPY loss on a daily basis until a weight loss of 50%or a definite response trend was obtained. The percentage weight loss SEM"Microscopic Examination of Crystalline Products of the samples containing Xypex Admix tested significantly in Three Xypex Admix Modified Concrete Mortars", Australian Centre for Construction Innovation, lower than the control samples. University of New South Wales,Sydney,Australia "Acid Resistance of Mortar Containing Xypex Slag and fly ash blended cement samples were treated Admix C-1000 NF", Construction and Maintenance with Xypex Admix and examined for evidence of crystalline Technology Research Center(CONTEC),Sirindhorn growth at ages ranging from 8 months to 2 years. Samples International Institute of Technology(SIIT)- were sliced and/or split and examined at magnifications Thammasat University,Bangkok, Thailand between 500x and 5000x. Characteristic Xypex crystalline An acid testing regime was part of an extensive program growth was observable on all Xypex treated samples, pro- to determine the benefit of the Xypex Admix C-1000 NF viding evidence of Xypex crystalline reactions with fly ash dosed at 1% to improve the durability of concrete. Several and slag blended cements. comparative mixes were utilized in this evaluation, includ- ing: a plain Portland cement and a 30%fly ash mix. Cured FREEZE/THAW DURABILITY samples were exposed to 5% H2SO4' the pH value of this ASTM C 666, "Freeze/Thaw Durability" acid solution was 0.25 and never greater than 0.54 pH. In Independent Laboratory, Cleveland,USA this extremely acidic, corrosive environment, at 12 weeks the Admix samples reduced the weight loss by 48% com- After 300 freeze/thaw cycles,the Xypex Admix-treated sam- pared to controls of the cement-only mortar, and 53%in the Ales indicated 94%relative durability. fly ash specimens. POTABLE WATER EXPOSURE CRACK SEALING NSF 61, "Drinking Water System Component-Health ASTM C1585 and ASTM C1202, "Evaluation of Effects",NSF International,Ann Arbor, USA Self-healing Capability of Self-compacting Concrete Exposure testing of potable water in contact with Xypex- Made with Blast-furnace Slag Cements Activated by treated samples indicated no harmful effects. the Xypex Crystalline Catalyst",Instituto Tecnologico deAeronautica,Sao Jose dos Campos,Brazil DIIIII"ecfiIOII"1S for Use, Portland, blast furnace slag and slag-modified Portland Xypex Admix C-1000/C-1000 NF is added to the concrete concrete samples, treated with 2.5% Admix C-500, were at the time of batching. It is important to obtain a homoge- evaluated for self-healing capabilities. Microcracks were in- neous mixture of Xypex Admix with the concrete. Do not duced by loading to 90% of ultimate compressive strength. add dry Admix powder directly to wet mixed concrete as Cracked samples were then immersed in water to trigger this could cause clumping and thorough dispersion may not self-healing after 28, 56 and 84 days. Strength and ultra- occur. The sequence of procedures for addition will vary sonic pulse velocity tests were used to determine mechani- according to the type of batch plant operation and equip- cal recovery;sorptivity and rapid chloride permeability were ment. The following methods have been used successfully used to evaluate watertightness recovery. Results substan- in the past and it is recommended that the local Xypex tiated the ability of Xypex Admix to provide self-healing of Technical Services Representative be consulted about the cracked concrete. best method to use. 1403 1.ADDITION TO COARSE AGGREGATE BELT Add Xypex NF is designed for concrete mix designs where a normal or Admix in bulk powder form,soluble bags or repulpable bags mildly delayed set is desired. Concrete containing the Admix directly to the coarse aggregate conveyor belt manually C-1000/C-1000 NF may develop higher ultimate strengths or through computer controlled mass batching system. than plain concrete.Trial mixes should be carried out under Account for worker health and safety issues with moving project conditions to determine the setting time and strength belts and wind-blown dust issues. of the concrete dosed with Admix C-1000/C-1000 NF. Con- sult with a Xypex Technical Services Representative for the 2. TRUCK ADDITION (AT PLANT) Add Xypex Admix in most appropriate Xypex Admix for your project. bulk powder form, soluble bags or repulpable bags to the drum of the ready-mix truck immediately prior to driving I,,,,,III110P11111t' t'IIIOInS the truck under the batch plant and adding the balance of When incorporating Xypex Admix, the temperature of the the materials or the premixed concrete in accordance with concrete mix should be above 40°F(41C). standard concrete batching practices. Measures to ensure soluble bags or repulpable bags are dispersed include add- "T"'eChll'1111CM SeirAces ing the bags as far forward in the drum as possible, add- For more instructions, alternative installation methods, or fin- ing a small amount of batch water with the bags, and spin- formation concerning the compatibility of the Xypex treatment ning the drum prior to adding remaining ingredients.Avoid with other products or technologies, contact the Technical delays in adding other components and utilize high speed Services Department of Xypex Chemical Corporation or your mixing to ensure homogeneity of mix.Additional high speed local Xypex Technical Services Representative. mixing time may be required when using repulpable bags. Where there may be insufficient water for thorough disper- em' IIIfiCt'll1011'1 sion of the bulk powder, a water slurry can be made with the Admix and added to the truck mixer drum prior to batch- Xypex Admix C-1000/C-1000 NF is certified as a waterproof- ing.Account for added water in the mix design and slump. ing admixture against hydrostatic pressure (ETA-18/1129) and a set retarding admixture(EN 934-2+A1).The certifica- 3.ADDITION TO CENTRAL MIXER Add Xypex Admix in tion of the product and regular audits of the FPC are carried bulk powder form, soluble bags or repulpable bags along out by Notified Body 1020 TZUS(060-051352). with the other components. Mix as per standard batching practices to ensure thorough dispersal of the Admix result- Safe, FlandHng III'1fOII"IInnat'lloin ing in a homogeneous mixture.Additional high speed mixing Xypex is alkaline.As a cementitious powder or mixture, Xy- time may be required when using repulpable bags.Account pex may cause significant skin and eye irritation. Directions for worker safety issues when accessing the equipment. for treating these problems are clearly detailed on all Xypex pails and packaging.The Manufacturer also maintains com- NOTE: prehensive and up-to-date Safety Data Sheets on all its prod- i. Although addition on site in powder form is not normally ucts. Each sheet contains health and safety information for recommended, it may be necessary. In such a case, add the protection of workers and customers. The Manufacturer Xypex Admix to truck in slurry form (e.g. 3 parts powder to recommends you contact Xypex Chemical Corporation or 2 parts water by volume). Mix concrete for a minimum of your local Xypex Technical Services Representative to obtain 5 minutes on high speed or until thoroughly dispersed. copies of Safety Data Sheets prior to product storage or use. Account for added water in the mix design and slump. Warranty ii. Concrete containing the Xypex Admix does not preclude The Manufacturer warrants that the products manufactured the requirement for design of crack control, construction by it shall be free from material defects and will be consis- joint detailing, proper placement, consolidation and curing tent with its normal high quality. Should any of the products of the concrete and measures for repairing defects such as be proven defective,the liability to the Manufacturer shall be honeycombing,tie holes, cracks beyond specified limits. limited to replacement of the product ex factory.The Manu- iii. Further guidelines are available that address the use of facturer makes no warranty as to merchantability or fitness Xypex Admix for a specific situation, (e.g. dry mixes, use of for a particular purpose and this warranty is in lieu of all ice in hot ambient conditions,cold-weather concreting,etc.). other warranties expressed or implied.The user shall deter- Consult with a local Xypex Technical Services Representa- mine the suitability of the product for his intended use and tive or Xypex's Technical Services Department for further assume all risks and liability in connection therewith. information. fitfin °T"111110P11e and Strength The setting time of concrete is affected by the chemical and C E physical composition of ingredients,temperature of the con- 08 crete and climatic conditions. Xypex Admix C-1000/C-1000 ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ® 13731 Mayfield Place, Richmond, BC,Canada V6V 2G9 Toll-free: 1.800.961.4477 xyi*A Tel:604.273.5265 Fax:604.270.0451 E-mail:info(cDjcypex.com Web:www.xypex.com ISO 9°°'6°'s 1404 XYPEX is a registered trademark of Xypex Chemical Corporation.Copyright®1997-2022 Xypex Chemical Corporation. FM 63167 I'llillilli��W%6, MONROE i�Nl r r r READY-MIX-BLOCK-REBAR-BAG GOODS-AGGREGATES PHONE.305-296-9934 email: rick@monroeconcrete.net March 9, 2023 Fly Ash Supply Chain Issue To Whom It May Concern, This letter is to inform all involved parties of the lack of availability issue concerning fly ash. Fly ash is a byproduct of the energy industry. With current freight rates and ongoing supply chain issues, fly ash is in extremely short supply. The supply is so tight that we only have a very small amount allotted to us for FDOT projects only. In fact,we can only pick up fly ash when they have the product available. Sometimes,there is none available at all. With natural gas costs being so low and coal costs being so high, our supplier notified us it will be some time before a steady supply is available again. I am available to answer any questions if needed. Best Regards, Rick Gage Operations Manager Monroe Concrete Products,Inc. 1405 Monroe Concrete Products, Inc. READY MIX CONCRETE PRODUCER PLANT NO. 90-512 Wet or Dry Batch Plant: Wet Batch Plant (Central) Satellite Plant Yes or No: No Structural or Non-Structural: Both Single or Dual Plant: Single Marathon CONCRETE PRODUCTION FACILITY QUALITY CONTROL PLAN Revised 7/14/2022 1 1406 GENERAL INFORMATION Company Name: Monroe Concrete Products,Inc. Vendor# 65-0655735 Mailing Address: P.O.Drawer 1149 Plant#90-512 Key West,FL.33041 Physical Address: 1500 1071h St Gulf Phone#:(305)296-9934 Marathon 33050 Fax#: NIA Plant: Plant Plant Type:Portable X/Y Coordinate: 24.43.838N/ 81.2.356'W County: Monroe Contact Person:(QC Jason Pepper Phone#(305)504-4160 Representative) JPepper d onroeconcrete.net Fax# N I A QC Manager dhammondLdsupermix.com.com Phone#(954)553-3811 Production Notification: Monroe Concrete Products,Inc.will notify the district Engineer before any production of structural or non-structural concrete is produced.We will fax a letter containing the date and time,Plant Number,Project Number,Mix Number,and the number ofCY's to be placed each day.We will fax 24 hours before production. 105-4.6.1 Personnel 105-4.6.1.1 Qualifications Quality Control Manager TIN# Don Hammond H-553-199-68 Batch Plant Operator TIN# Jason Pepper P-160-427-72 Exp. 10/12/2026 Mix Design Technician TIN# CX Jupiter Lab#C-04013 CXCTC Lab#R-07009 Donald W Hammond H-553-199-68 QC Technicians TIN# Lisa Littlefield L-341-521-67 Plant Manager T1N# Richard J.Toppino T-150-750-61 2 1407 105-4.6.1.2 Level of Responsibility Quality Control Manager Responsibilities described: 1. Implement policies and procedures of the quality control program. 2. Maintain liaison with Project Manager and Department on all activities related to quality control. 3. Supervise the activities of all quality control technicians,ensuring sufficient manpower in all areas related to quality control testing and inspection. 4. Review all quality control procedures to ensure compliance with project specifications. 5. Ensure all quality control records are properly prepared and reviewed. 6. Ensure that quality control activities are performed in accordance with documented instructions and procedures. 7. Develop and maintain a filing,storage,and retrieval system for quality control records. Batch Plant Operator responsibilities description: 1. Personnel who have gone through the batch plant operators testing procedure and training will be on hand while the hatching of concrete occurs. He will be the only one qualified to sign the concrete certification delivery tickets and display adequate concrete knowledge. Mix Design Technician responsibilities description: 1. Designing concrete mixes and running trial mixes in the lab. 2. Perform tests on hardened properties of concrete such as strength of cylinders QC Technician responsibilities described: 1. This personnel performs tests on the plastic properties of concrete such as slump, temperature and air content making,curing concrete cylinders and shall be qualified as a Concrete Laboratory Technician. Plant Manager Responsibilities described: 1. To maintain a high level of concrete production in accordance with all ASTM C-94 and FDOT rules and regulations. To keep a working relationship will all related FDOT personnel such as District Engineer and Engineer's field technicians. 3 1408 Materials Information 105-4.6.2 Raw Materials 105-4.6.2.1 Source Fine Aggregate: a. Source 1: E.R.JAHNA/ORTONA Sand Mine,hic. 12535 West State Rd 78 Moore Haven,FL 33471 Phone: 863-676-9431 FDOT#05-045,Code#01 Natural Sand Source 2: Krome Quarry 8000 SW 17th Ave Miami,FL 33196 Phone:305-386-0078 FDOT#87-089, Code 903 Screenings b. Sampling locations will be formed either ground storage,from belt or from discharge from batch bins. C. Sampling Frequency: Will be a minimum of once per 90 Days per Materials Manual. Control Limits will be+/- 0.15 from the suppliers stated mean FM-stated means is 2.40 for sand from Jahna source 05-045 and 2.88 for Screenings from Cemex Source 87-089 d. When the fineness modulus(F.M.)varies from suppliers stated mean by more than+/- 0.15,the supplier will be notified,and the frequency will be increased to 1 sample per shipment until the F.M.is within the control limit for 3 consecutive tests. Should test results deviate from FDOT limits,material will be rejected for use on FDOT projects. Coarse Aggregates a. Source: Krome Quarry Pit# 87-089#57 Code#10 8800 SW 17 h Ave. Miami,FL 33196 Phone:305-386-0078 Fax:305-386-0105 Krome Quarry Pit#87-089#89 Code#17 8800 SW 17 h Ave. Miami,FL 33196 Phone:305-386-0078 Fax:305-386-0105 CEMEX FCE Quarry Pit#87-090#57 Code#10 12155 NW 136t'Street Miami,FL 33178 Phone: 800-226-2447 Fax:305-558-4948 4 1409 b. Sampling locations will be from either ground storage,from belt or from discharge batch bins. C. Minimum sampling frequency will be a minimum of 1 sample per 2000 tons/1814.40 metric tons or at least once per 90 days for gradation.Minimum sampling frequency for absorption will be 1 for every 4000 tons/3628.80 metric tons at least once per month. Control tolerance will be established for the critical sieve at 5%from maximum specification limits. d. When the control tolerance is exceeded,the supplier will be notified and the next three (3)shipments,after receipt of the non-complying result,will be tested for gradation. Should any of these three(3)tests indicate non-compliance with the specification tolerance,the remaining material represented by the non-complying tests will be rejected for use on FDOT projects and gradation testing will continue on each shipment until three(3)consecutive tests indicate compliance. Water and Ice: City Water Source: a. The water source is potable water from Florida Keys Aqueduct Authority. C. Testing frequency: (No testing is required) Cementations Material: a. Cement. Source will be: Cemex,Miami CMT-24 Cement type will be,Portland Type IL(11). The Holding or Transfer facility is in Miami. Attachment 1 b. Mill Certification: Pozzolan: Fly Ash-(Source)FA20 The address for Fly Ash source FA20 is 5150 Alafaya Trail,Orlando, FL(407)273-9221 Boral Resources Materials Technologies 2650 Old State Highway 113 Taylorsville GA 30178 Phone: 770-684-0102 Fly Ash-(Lab)Taylorsville GA Sources will be supplied from Conrad Yelvington,Orlando Rail Terminal F A-20,meeting the requirements of ASTM C-618(Class F) Fly Ash may be used in all classes of concrete. Silica Fume: The sources will be Master Builders-SF04 23700 Chagrine Blvd. Cleveland,OH 44122 Phone:216-839-7000 SF 100 25-pound bags. Meeting the requirements of ASTM C 1240 5 1410 Delivery tickets and mill spec will be in the plant files under silica fume. The biodegradable bags are stored in a dry storage warehouse on a shipping pallet. Admixtures:Calibrated by:BASF / Master Builders Solutions Ricardo Valentin 806 Cypress Grove Ln. Suite 211 Pompano Beach,FL 33069 Phone: 786-848-3965 a. Admixtures are delivered by truck tanker and stored in ground level tanks that have labels identifying each material. An electronic signal is sent by the batch computer to the dispensing system which meters the admixes into their respective dispensing bottle. The admixes are discharged from the dispensing bottle through the lines into the mixer with the initial batch water. b. Admixtures for use in concrete supplied by Master Builders. a.1 Air Entrainer MBAE90 Standard APL#924-000-014 a.2 Water Reducing Retarder Pozzolith 961R APL#924-003-011 a.3 MasterLife CI30 (Rheocrere CM) APL#924-002-021 a.4 Master Glenium 7500 APL#924-005-060 a.5 Masterlife SF100 APL# SF04 C. Compatibility of admixtures with component materials has been demonstrated through trial mix evaluation and performance history. Method of introducing admixture into mix: a. Automatic dispensing system supplied by BASF Corporation. b. An electronic signal is sent by the batch computer to the dispensing system which meters the admixes into their respective dispensing bottle. The admixes are discharged from the dispensing bottle through the lines into the mixer with the initial batch water. C. Accuracy of statement on dispensers-refer to Attachment 2. 105-4.6.2.3 Disposition of Failing Materials: When gradation test results deviate from the control limits,the supplier will be Should test results deviate from FDOT limits,material will be rejected for use on FDOT projects. The supplier is notified by phone and followed up by letter.Testing frequency will be increased to 1 sample per shipment until the test results are within the control limits for 3 consecutive tests. 105-4.6.3 Storage Facilitics for Raw Materials Cementations Materials Storage: Cement is delivered by truck tanker with a pneumatic discharge into the correct batch plant NON-SPLIT silo. One attached silo 65 tons/59 Metric tons Fly Ash is delivered by truck with a pneumatic discharge into the correct batch plant NON-SPLIT silo.Fly Ash is delivered in a clean and mechanically sound Two leak proof and weatherproof silos with no dividers and constructed on site and clearly marked for each brand and type of cementations material.A sampling port is available at each silo for sampling methods by the FDOT. 6 1411 Aggregate Storage: Material will be transported by truck and unloaded into designated contained ground storage bins.It will be moved from the ground storage location via loader to the ground level hopper and conveyed by belt to assigned bins at batch facility. Stockpiles with concrete slab and dividers and that are clearly marked with FDOT pit#'s and type of aggregate. Wetting of Coarse Aggregate: Wetting coarse aggregate ground storage with water. Coarse aggregate shall be maintained in a condition of total absorption and with some free moisture. Coarse aggregate is delivered to designated contained ground storage and sprinkled continuously for a minimum 24 hours prior to concrete production. Method of transport and handling into mixer: Materials are delivered by truck to secured holding bins. Aggregates are loaded into a hopper by front end loader and placed in the plant bins by a conveyer which is for the fine and coarse aggregates. Cement is delivered by truck tanker with a pneumatic discharge into the batch plant silo. One detached silo 65 tons/59 Metric tons delivered to main plant scale by 1) 12"/30.36 cm manual auger. Concrete is delivered in a clean and mechanically sound FDOT certified redi-mix truck. Fly Ash is delivered by truck with a pneumatic discharge into the correct batch plant silo. One detached silo 81 tons/73. Fly Ash is delivered in a clean and mechanically sound FDOT certified redi-mix truck. Method of charging and mixing: The mixers are charged by a conveyor system that introduces fne and course aggregates into truck.The fly-ash and cement is introduced into the mixer by a butterfly valve. Automatic dispensing bottles are provided by Master Builders to charge the admixtures. Water,Cementous materials,Aggregates and Chemicals are introduced by a Command Alkon Automatic batch system. 105-4.6.4 Production Equipment A.Mixers Truck mixers are of the inclined axis revolving drum type.Mixers will meet the requirements of Materials Manual 9.2 and FDOT 346.Trucks are manufactured by Kenworth,drum types are McNeilus.Mixers are capable of combining components of concrete into a thoroughly mixed mass, free of balls or lumps of cementitious materials and capable of discharging the concrete uniformly. 7 1412 Methods for charging and mixing The plant will meet the requirements ofFDOT 346 Mixing and Delivering Concrete and the Materials Manual section 9.2. Batching Sequence 1.0 Prior to charging of the mixer,the drum shall be reversed. 2.0 Charging of scales: a) Coarse aggregates shall be charged into the aggregate scale. b) Fine aggregates shall be charged into the aggregate scale subsequent to weighing of the coarse aggregate. Cement shall be charged into the cement scale. a)Pozzolan(Fly-ash),if applicable,shall be charged into the cement scale subsequent to weighing of cement.Tolerance shall be based on total cementitious. b)Admixtures shall be measured by volume within the tolerances established in 346. c)Water shall be metered. 4.0 Charging of Mixer(Command Alkon batch System): a)Batch will be initiated with the charging of70 to 90%of the batch water with all of the admixtures. b)Aggregates will then begin charging. c)After initiation of aggregate charge,cementitious materials will be"ribbon"fed into the aggregate stream.Discharge of the cementitious material will be complete prior to the completion of aggregate charge. d)The balance of the batch water will then be added to the mixer. 5.0 The number of drops will be solely at the discretion of the plant operator but will not exceed two.All weighing will be within the scale range established on the current scale certification. 6.0 The mixer will then be transferred to the staging area where mixing will begin.The revolution counter will be reset to zero prior to the initiation of mixing. Mixing speed shall be as stated on the mixer manufacture's rating plate. 7.0 Adjustments to the batch,ifrequired,shall be under the direction ofa plant operator.Water shall be obtained from the truck water tank.After water has been added,this water is to be included on the delivery ticket and the water tank is to be filled before leaving for the project site. 8.0 Upon completion of mixing the total mixing revolutions shall be communicated to the plant operator completing the delivery certification. This information shall be included on the certification. 8 1413 Drill Shaft Concrete and High Slump Concrete A) Batch will be initiated with the charging of30%to 70%of the batch water with all of the admixtures. B) Aggregates will begin charging. C) After initiation of aggregate charge,cementitious materials will be"ribbon fed"into the aggregate stream. Discharge of the cementitious material will be complete prior to the completion of the aggregate charge. D) Truck mixer will move out from under the concrete plant and begin initial mixing of the concrete. Once the initial mixing is complete,the truck mixer will move back under the concrete plant and the balance of the batch water will then be added,via plant water meter,to the mixer. Maintenance schedule outlined: Mixers will be inspected by the producer at least once each week to meet the Specification Section of FDOT 346 Mixers and Materials Manual Section 9.2 (#10). A copy of the weekly mixer inspection shall be carried in the cab of each FDOT certified mixer.Water calibration will be performed annually on mixer water tanks. Scales: The scales will be calibrated and maintained in accordance with the Materials Manual 9.1 and 9.2. The scales will be inspected every three months by a scale company registered with the Bureau of Weights and Measures of the Florida Department of Agriculture and meet the standards of chapter 531 of the Florida Statutes. Copies of calibration and certification will be maintained at the plant in a location readily accessible to FDOT personnel. The scale company is: SCALE-RITE 10871 SW 188t'St Unit 16 Miami,FL 33157 Phone(786)586-4518 Admixture dispenser: Method and frequency of calibration: Admixtures are measured by weight or volume.Admix measuring equipment has an accuracy within 3%of the admixture quantity required for the batch.They are tested and calibrated once a year by Master Builders.Note:calcium nitrate solution admixture will be stored in a dark container to protect from photo degradation and tested Quarterly. 105-4.6.5 Plant Requirements 105-4.6.5.1 Plant Identification 9 1414 Marathon Batch plant Batch System Command Alkon Automated Concrete Batching System 1 �DCS 14 Batch Vent Dust Collector Batch System consists ofload cell indicators w/digital display.Full Automatic series Batch System. Aggregate Bin: Aggregate Bin type: 140 CY/183 .26 CM 4 compartment bins 12 CY/10.97 CM Aggregate Batcher Cement Silo and Scale (1 silo)with 65tons/59 Metric Tons No Splits in any Silos 10 CY/7.7 M Cement Scale Fly Ash: (1 silo)with 81tons/73.5 Metric Tons Pozzolan Silo: NIA Type of Water Meter: Badger Meter with keystone valve and meter 105-4.6.5.2 Process Control Systems Aggregate Moisture: Coarse Aggregate: Within 2 hours of each days batching samples for aggregate moisture determination shall be obtained at either the belt conveying material to the batch plant or from the discharge of the batch plant bins. Free moisture will be determined in accordance with Material Manual 9 .2 Method 2 (cookout). Free moisture percent will be calculated based on dry sample weights. On concrete placements expected to exceed three hours, an additional moisture test shall be required approximately halfway through the batching operations. Fine Aggregate: Fine aggregate moisture will be determined in accordance with Material Manual 9.2 Method 2(cookout).Fine aggregates shall be tested for free moisture based on dry sample weights prior to hatching FDOT concrete each day. On concrete placements expected to exceed three hours, an additional moisture test shall be required approximately half way through the batching operations. Control Tolerance: Batch weights shall be adjusted for a change in free moisture at any time there is a change of more than one half of one percent. Concrete Delivery to Job Site Concrete will be delivered in accordance with section 9 .2 Mixing and Delivering Concrete of the Materials Manual and section 346 of the Standard Specifications. 10 1415 Chlorides: Chloride will be tested in accordance with 346. One ucr mix ucr month if results meet the specifications if result limits exceed additional testing will be performed as per the specifications. Testing will be conducted by a Department approved laboratory, at a frequency prescribed in 346. Turn around time of 2 weeks. The chloride content shall be determined as the average of 3 tests on samples taken from concrete.The range ofresults of the 3 tests shall not exceed a chloride content of 0.08 lb/yd3(0.05 kg/m3)for valid determination.When test results are outside the 0.08 lb/yd3 (0.05 kg/m3)allowable range,an additional 3 tests will be run until the test results are within the required range. Chloride content for prestressed concrete and applications that require Type II cement plus pozzolans shall not exceed 0.40 lb/yd3 (0.25 kg/m3).Reinforced Concrete shall not exceed 0. 70 lb/yd3 (0.40 kg/m3). Chloride content limits do not apply for Non Reinforced concrete. Sampling and testing frequency will comply with the current Specifications and Contract Documents. Control level for corrective action will comply with the current Specifications and Contract Documents. Temperature: The production facility will adhere to the Standard Specifications section 346 for Cold Weather and Hot Weather concreting. Concrete will not be produced when the temperature is 45 degrees F and falling.All structural mixes are Hot Weather Trialed and cannot exceed 100 degrees F. Ice will be used to cool concrete when it is anticipated to exceed 100 degrees F. Concrete will be produced in the early morning hours or at night when the temperatures are at their lowest or ice will be introduced if required. Ice will be supplied by: Nice Ice,Inc. MM 10,US Highway 1 Key West,FL 33040 105-4.6.5.3 Loading and Shipping Control Materials are delivered by truck to secured holding bins. Aggregates are loaded into a hopper by front end loader and placed in the plant bins by a conveyer which is for the fine and course aggregates. Cement is delivered by truck tanker with a pneumatic discharge into the batch plant silo.One detached silo 65 tons/59 Metric tons delivered to main plant scale by 1) ITY 30.36 cm manual auger.Concrete is delivered in a clean and mechanically sound FDOT certified redi-mix truck. Fly Ash is delivered by truck with a pneumatic discharge into the correct batch plant silo. One detached silo 81 tons/73. Fly Ash is delivered in a clean and mechanically sound FDOT certified redi-mix truck. 105-4.6.5.4 Types of Products Generated Ready Mix Concrete 105-4.7 Other Requirements 105-4. 7.1 Copy of Ccrtilication In accordance with ASTM 346-6.3 a signed delivery ticket will be supplied for each corresponding load verifying all materials and quantities are with in tolerance. 11 1416 105-4.7.2Statcmcnt of Compliance: All materials involved in the production of concrete for use on DOT projects will adhere to all applicable requirements of the Quality Control Program,FDOT Manuals, and Project Specific contract documents. 105-4.7.3Documcntation Storage Location of Documents: Records will be kept at the plant in a location readily accessible to FOOT personnel for inspection and review. Records: All records outlined in the Materials Manual shall be kept for three years and shall be available to the FDOT upon request. 105-4.8 Final Manufactured Product-Plant Operations: Ready Mix Concrete is produced at this location. Plant is visually inspected Daily prior to operations. Any malfunctions or defects found are addressed prior to and batches being released. 105-4.8.1 Storage: No manufactured product from plant is stored on property. 105-4.8.2 Disposition of Failing Materials: If any concrete produced by the plant is out of specification it is discarded. 105-4.9 Testing Laboratories Mix Design Laboratory CemexCTC 6725 78t'Street Riverview,Fl 33578 Phone#813-671-2266 Lab# !04013 Concrete Analysis&Testing Laboratories,Inc. PO Box 500875 Marathon,FL 33050 Phone#305 743-5555 Fax#NA Lab# 14014 Wingcrtcr Laboratories,Inc. 1820 N E 144 Street North Miami,Florida 3 3181 Phone#305 944-3401 Fax#305 949-8698 LAB#14013 12 1417 Test Methods Material Testing ASTM D75 Aggregates: Sampling ASTMC 136 Gradation ASTMC566 Moisture ASTMC 127 Absorption Cement Manufactures Certification Pozzolan Manufactures Certification Water Well FM 1-T 026 FDOT CONCRETE Slump ASTMC 143 Air Content ASTM C 231 or ASTM C 173 Making& Curing Test Cylinders ASTM C 31 Testing CylindersASTM C 39 Temperature ASTM C 1064 Taking and Testing Drilled Cores ASTMC42 Yield Test ASTMC 138 Sampling Freshly Mixed Concrete ASTM C 172 Early Sampling of Fresh Concrete FM 5-501 Fresh concrete: Concrete will be transported to the placement site in truck mixers meeting the requirements of section 346. Trucks will be free of previously loaded materials, including washout water. The drum will be reversed prior to loading.The drum will be completely charged,revolution counters will be set to zero,and then mixing will begin. Concrete materials will be loaded,mixed,and delivered by methods described in the FDOT specifications. 13 1418 Drum hopper and tail fins will be washed with metered water. This will be added to the total batch water and subtracted from the allowable job site water. No un-metered water shall enter the drum or tail fin area. A company issued delivery ticket using Attachment"E" as an example will be provided with each load. In the event that the slump of the concrete is adjusted at the plant,the water will be metered from the truck water tank or the water meter at the slump stand. 105-4.10 Department Inspection Access: Monroe Concrete has granted the Department access and including the right to photograph,video record and digitally record the production process and the products produced for the Department while the Department representatives are on or at the production facility as long as the Department representative is escorted by a representative ofMonroe Concrete. The Department representative shall not be required to obtain further written consent to take said photographs,video recordings,or digital recordings of the production process and products while conducting inspections. Statement of Compliance: All aggregate, admixtures,cementations materials have all met the requirements for production ofFDOT concrete and are certified by each respective supplier. Describing Documents Procedure: Location of documents are at Monroe Concrete Products,Inc Marathon Types of documents to be stored: Mill certifications, aggregate gradation,bottle calibration, admixture certifications, scale certifications,water analysis, strength test results,daily aggregate moisture corrections, approved mix designs,batch logs,truck specifications, aggregate delivery tickets,cement delivery tickets,mixer inspections,copy of DOT delivery ticket and print out,Federal Poster,contract documents,will be on hand for review. DUST BAG COLLECTOR: Description of the operation of a Dust collector: Dust Bag Collectors separate dust particles carried in suspension by an air flow using filter elements. The dusty air current passes through the filter media, which holds back the dust particles allowing the air to flow through. 14 1419 ! tq I C+W c 305S TT gmtCn!leetos a < ( z � (� \\ ( 2 m . !S 1420 ! ¥I Warn-Flo Dust Collect or w \ \ � : \ � \ \ � � » \� �;I-� \.: 2 � � < » / . a« v � 16 1421 Monroe Concrete Products FDOT #90-512 Marathon PlantWIF i let Ap TU / r y� k a � o Y v y � � I f s `i III Illli � " w „ u � pY�q iN�/,y✓�i � � a ° o � �fi./(��Nq �(rc /I j 1/ 1422 18 1423 IH II,,,,,OIRIIIDA KEYS AQUIEIDuc it Au IrIHI IR II IFY 11 ClCl ICI::III .17Y[DIFRIVE, KEY\l\f l :s r, 1::1.33040 DRINKING WATER sirANDARDS & ANALYSES 2018 II'1III'm,lll,x��11 y W2te ul "taindaiii ds � u Antimony 0.006 ND Trihalomethanes 0.080 0.0293 Arsenic 0.010 0.00079 (THM) Asbestos 7 MFL ND in 2017 Barium 2.0 0.0142 Haloacetic Acids 0.060 0.0197 Beryllium 0.004 ND (HAA) Cadmium 0.005 ND Chromium 0.100 ND Cyanide 0200. ND Fluoride- 4.0 0.57 Lead 0.015 ND Mercury 0.002 ND UIII Nickel 0.100 NDIIIIIII Nitrate(as N) 10.0 3.5 Gross Alpha 15 3.36 Nitrite(as N) 1.0 ND Total Nitrate(as N)&Nitrite 10.0 3.5 Radium 226 5 0.898 Selenium 0.050 0.0039 Radium 228 ND Sodium 160.0 23.6 Thallium 0.002 ND _ . . IIIIII�IIIII �IIIU _I II . . 2,3,7,8-TCDD(Dioxin) 3 X 10 ND 2,3,7,8-TCDD(Dioxin) 3 X 10 ND 2,4-D 0.070 ND 2,4-D 0.070 ND 2,4,5-TP(Silvex) 0.050 ND 2,4,5-TP(Silvex) 0.050 ND 1,1,2-Trichloroethane 0.005 ND Alachlor 0.002 ND 1,1-Dichloroethylene 0.007 ND Atrazine 0.003 ND 1,2,4-Trichlorobenzene 0.070 ND Benzo(a)pyrene 0.000 ND 1,2-Dichloroethane 0.003 ND Carbofuran 0.040 ND 1,2-Dichloropropane 0.005 ND Chlordane 0.002 ND Benzene 0.001 ND Dalapon 0.200 ND Carbon tetrachloride 0.003 ND Di(2-ethylhexyl)adipate 0.400 ND cis-1,2-Dichloroethylene 0.070 ND Di(2-ethylhexyl)phthalate 0.006 ND Dichloromethane 0.005 ND Dibromochloropropane(DBCP) 0.000 ND Ethyl benzene 0.700 ND Dinoseb 0.007 ND Chlorobenzene 0.100 ND Diquat 0.020 ND o-Dichlorobenzene 0.600 ND Endothall 0.100 ND Para-Dichlorobenzene 0.075 ND Endrin 0.002 ND Styrene 0.100 ND Ethylene dibromide(EDB) 0.000 ND Tetrachloroethylene 0.003 ND Glyphosate 0.700 ND Toluene 1.000 ND Heptachlor 0.000 ND trans-1,2-Dichloroethylene 0.100 ND Heptachlor epoxide 0.000 ND Trichloroethylene 0.003 ND Hexachlorobenzene 0.001 ND Vinyl chloride 0.001 ND Hexachlorocyclopentadiene 0.050 ND Xylenes 10.0 ND Lindane 0.000 ND Methoxychlor 0.040 ND Oxamyl(Vydate) 0.200 ND Pentachlorophenol 0.001 ND Picloram 0.500 ND Polychlorinated biphenyls(PCBs) 0.001 ND Turbidity 1.0 0.08 Simazine 0.004 ND Toxaphene 0.003 ND 1424 ll �R„0IRIIIE)A KEYS AWE'=Ir AUK IrIH III IrY " ' 1100 IKENIIM 1[)Y IL..�II NII , IKEY II �F, IF::II. 040 Secoilr„iq . iii': ...III [i II!!CIp.III„I!L!!C!!I. ' :!gll Staiii!p. . .!!!:' : Aluminum 0.20 ND Total Hardness 102 Chloride 250 45.1 (Hardness in grains per gallon) 6.0 Color 15 Color Units 5 Color Units Calcium Hardness 86 Copper 1.0 0.0017 Alkalinity 41 Fluoride 2.0 0.57 Total Chlorine 4.2 Foaming Agents(MBAS) 0.50 ND Iron 0.30 ND Manganese 0.05 ND MCL=Maximum Contaminant Level Odor 3 TON ND MFL=Million Fibers per Liter greater than 10 micrometers PH— 6.5-8.5 9.3 ND=Analyzed for but not detected/value is below reportable limits Silver 0.10 ND NR=Not required Sulfate 250 44.2 NTU=Nephelometric Turbidity Units Total Dissolved Solids(TDS) 500 220 pCi/I=picocuries per liter Zinc 5.0 ND TON=Threshold Odor Number *mg/I=milligrams per liter(except asbestos,color,odor,and pH) **pH has no health effects. FKAA maintains pH at 9.0-9.5 to aid in corrosion control and to improve disinfection stability. ***Fluoride also has a secondary standard Note: The primary drinking water standards are established for health reasons,while secondary drinking water standards are established for aesthetic reasons. The MCL is the maximum allowable level a regulated contaminant should be present in drinking water. The finished water results indicate the measured level that is found in FKAA drinking water. 1425 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 M.C.A.INSTR.8800.2 Enclosure(1( 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECT TITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 029 INITIATION DATE: 11/3/2023 TO CONTRACTOR: NV2A/Gulf Keystar JV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 13,967,360.71 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 115,429,131.71 The(Contract Sum)(Guaranteed Mxium Price)will be(liincreasul j)by this Change Order $ 429,422.56 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 115,858,554.27 The Contract Time will be(chrhauu gedp by TBD days The date of Substantial Completion as of the date of this Change Order is 3/9/2026 Detailed Description of change order and justification: This Change Order is to authorize the following works as per the attached approved PCO's#034,035,and 052: Furnish and install guy wires to(8)concourse HVLV fans as shown on M122B,details 2&3,per the attached approved PCO#034 Provide a 3/4"make-up water connection as shown on MS403 to address RFI 210 response,per the attached approved PCO#035 Mechanical work for concession spaces,per the attached approved PCO#052 This change order doesn't address the time impact of the added scopes of work. POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 034 TKI-BAF Guy Wires TBD $ 11,947.54 035 TKI-Make Up Water Connection TBD $ 3,462.29 052 TKI-Mechical Work for Concession Spaces TBD $ 414,012.73 Total: $ 429,422.56 This change order is 0.42% of the original contract price. DocuSigned by: Not valid until signed by Owner,Architect(if applicable),and Contractor L On(,� �'E .V�ST �'. 6/12/2024 1 07:37:OZ PDT ARCHITECT: o62E1 E842336487... DocuSigned by: DocuSigned by: DATE: CONTRACTORS: 6/12/2024 1 06:31:03 PDT - 8F59717D29E34A5... DATE: Richard Strickland , .. 07.03.2024 EXECUTIVE DIRECTOR OF AIRPORTS DATE: COUNTY/DEPUTY ADMINISTRATOR 07/09/2024 DATE: NROE COUNT(ATTC3f'NEY " ,4 pdVE FORMA Ds c�, � Ds RE0 j._MERQA9G�-- [A AS SISTA UNTY A TORINeYY 1426 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 N V K GULF ST PCCO #029 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 #029: Mechanical Works - PCO's #034, 035, 052 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: 6/05/2024 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: $429,422.56 Concourse A DESCRIPTION: This Change Order is to authorize the following works as per the attached approved PCO's#034,035,and 052: • Furnish and install guy wires to(8)concourse HVLV fans as shown on M122B,details 2&3,per the attached approved PCO#034 • Provide a 3/4"make-up water connection as shown on MS403 to address RFI 210 response,per the attached approved PCO#035 • Mechanical work for concession spaces, per the attached approved PCO#052 ATTACHMENTS: NV2A PCO#034(BAF Guy Wires.pdf,NV2A PCO#035(TKI Make Up Water Connection).pdf,PCO 052 Rev 01-TKI- Mechanical Work®for Concession®Spaces.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# I Title Schedule Impact Amount 034 TKI-BAF Guy Wires 0 days $11,947.54 035 TKI-Make Up Water Connection 0 days $3,462.29 052 TKI-Mechanical Work for Concession Spaces $414,012.73 Total: $429,422.56 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $13,967,360.71 The contract sum prior to this Change Order was $115,429,131.71 The contract sum would be changed by this Change Order in the amount of $429,422.56 The new contract sum including this Change Order will be $115,858,554.27 The contract time will not be changed by this Change Order. DS DS Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV [A � 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 DocuSigned by: � . DocuSigned by, DS 7'3'2"24E 41, f1Qf1Q'2R��G]SdA� SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 6/12/2024 07:37:02 PDT 6/12/2024 1 06:31:03 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:6/5/2024 08:50 PIS 1 427 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Nm AMWTM GULF BUILDING V K6YST*R NV2A/GUIf 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 4: T I ® BAF Guy Wires 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: 034/1 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: 11/3/2023 REFERENCE PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT; 0 days PAID IN FULL: No EXECUTED; No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $11,947.54 POTENTIAL CHANGE ORDER TITLE:TKI-BAF Guy Wires CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) TKI-BAF Guy Wires This change order is to furnish and install guy wires to the(8)Concourse HVLV fans.The latest M122B drawing issued under RFI 112.3 shows details 2 &3 with guy wires an the HVLV fans. This change order does not include premium time,quick ship,wind load calculations(if required),reinforcement nor modifications to existing structure. ATTACHMENTS: KWIA TKI COIF#06.1BAF Guy Wires.�df, RFC 112.3.pdf -------------- # Budget Code Description Amount 1 23-.00.10.10.S HVAC.Subcontractor BAF Guy Wires $10,861.40 2 99-.99.99.66.0 Procore OH&P.Other Markup $1,086.14 Grand Total: $11,947.54 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton,New York 13901 Key West, Florida 33040 Miami,Florida 33156 fI$ O� hC1 Digitally signe11 d ChristopherKopec Date:2024.05.2309:56:10 " , .,...KOC� -04'00' - ° � 5.23.2024 SIGNATURE DATE SIGNATURE DATE IGNATU DATE 1428 NV2A/Gulf Keystar JV Page 1 of 1 Printed On:5/15/2024 07:07 PM DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 �� Tum C.O.R.Date Wednesday,April 3,2024 m�� rnke 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 # 006 Rev. 01 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: The latest M122B drawing issued under RFI 112.3 shows details 2&3 with guy wires on the HVLV fans.These guy wires were initially shown on the Conformed Docs drawing dated 1/20/23 which we received on April 16,2023.At the time we were directed not to price changes reflected in this conformed set.This proposal is to furnish and install guy wires to the(8)HVLV Concourse fans. This proposal does not include premium time;quick ship;wind load calculations(if required);Reinforcement nor modifications to existing structure.Note that(2)Terminal HVLV fans are eliminated per JV RFI 243.1. NOTE:Due to the continued supply chain and material escalation cost, this COR is valid for(30)days. We reserve the right to adjust cost if COR/Submittals are not approved prior to any price escalation. Items, Amount Per the attached breakdown $9,874.00 Cost $9,874.00 OH+Profit+Bond 10 % $987.40 Sub-Total $10,861.40 % $0.00 Sub-Total $10,861.40 % $0.00 Total $10,861.40 Digitally signed by Leone,Son LeoneI Son DN cn=Leone,Son,o=Turnkey International, Inc.,ou, email=,eonelCaturnkeymechanical.com,c=US Date:2024.04.03 14,34,29-04'00' Accepted By: Date: Submitted by: LeoneI Son Date: Apr 3,2024 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 1429 - ® 8 8 $ \ R R B \ \ a \ § \ ƒ m E G kD 0 < z e \ \ tn 1A in � t/)- tn V). b 6 / \ j 0 \ 0 � S S @ 8 ) \ � \ \ 0 a R e u _ mm } \ \ \ » f k / o § : m � 0o \ ƒ @ S S / e 2 \ § m / § 0 \ ¥ \ ƒ \ ^ sue ¢ < 2 e 3 0 k Q in 0 § p w § E § -aa \ aj \ / m \ ` E ^ d > / t e � G ` a 2 > 0 e ® a 7 \ § LU } § 0 uj u \ 5 Z k k \ § / _ \ w o @ & E % _ § / $ 7 § \ 9 U 0 \ « � % u = j � § u \ \ § ( \ \ ) a 0 > 2 ca x o - = z w - u v 3 & _ } / A o 7 / � § 0 \ C \ j \ = 2 ¥ Lu \ / \ \ - ^ « » e S 1-43 K Ln / ] 1430 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Southeast Florida Branch: Tom Barrow Co. 6917 Vista Parkway North,Suite 2 TBco DELIVERING HVAC SOLUTIONS West Palm Beach,FL 33411 _J (P)561-689-0377(F)561-689-0378 To: Turnkey Mechanical Quote Date: 08/18/2023 Project: KWIA Concourse A&Terminal Improvements Engineer: Mead & Hunt Add Fans TBC Project: 215535 Prepared by: DS We propose the sale of the following equipment as described below and in accordance with the terms& conditions listed on this proposal. Item I Description Price EXISTING TERMINAL: D QTY=2 GUY WIRE KITS $ 65U.0V1 E GUY WIRE INSTALLATION 0 PT mi muu,,,uuuau:mmauuu uu iguui E uu uuu uu luiluum a uuu uuuuuuuu i n a uuu ucl uti o unmuuut�uouuutuh e basic uuc a uuuuuuuuuuuuuuuuuuuuuuuu uuuumluuuu u u uu uuu uu um uu (�) g iuimmi0u ui iUupulu a ui(uIu uui iimluuui(uilumiiuuuui uuuuuuuuuuuuuuuuuuuuuuuuuuuumuuuuuuuuuuuiuuuuuuuui uu m uu uuuu a i0i uuum uuuu $ 1,800.00 CONCOURSE. CRSE 1 Item Description Price F QTY=8 GUY WIRE KITS for Essence Fans $4,200.00 G GUY WIRE INSTALLATION OPTION for(8) Essence Fans based on being in addition to the basic installation (must be part of base PO). $3,600.00 IF INSTALLATION IS QUOTED AS AN OPTION,Regular working hours are Monday-Friday 7am-5pm,weekends and holidays excluded. All lifts provided for use by the installers are to be OSHA approved. NOT INCLUDED IN STANDARD INSTALLATION PRICING: • Prevailing wage or union labor rates.(Above is based on meeting and/or exceeding Davis Bacon Wages). • Fire alarm tie-in at the fire control panel. • Clean-up or rework of existing electrical infractions. • Relocation of obstacles including lighting,electrical conduits,gas lines,water lines,sprinkler lines,etc. • Stamped structural,mechanical or electrical approvals. • Electrical or fire permits and associated costs,or delays resulting from permitting process. • Extensive safety or training orientations required before installers can work on site. • Costs due to customer delays to the installation crew. • Modification or movement of existing roof insulation. • Stamped structural approval for any mounting method not shown in the Big Ass Fans installation guide Pricing is based on the following: Shipping and handling are an estimate.Tax excluded from proposals unless requested or provided. The restocking fee for unopened shipping boxes is 25%;opened boxes will incur a 50%restocking fee.Returns must be received within 90 days.The customer will be responsible for return freight charges. Anyvariations to product types or quantities(or omissions of existing light fixtures during the survey process—and now not represented in project)will be considered"add-on"and an additional material requirement.These add-on materials will be priced separately.Regular working hours are Monday- Friday 7am-5pm,weekends and holidays excluded.All lifts provided for use by the installers are to be OSHA approved. Additional Terms&conditions of sale:https://www.tobarrow.co /ters-conditions-of-sales Thank you for considering Tom Barrow Co.Southeast Florida Branch In M! .l of I 8il&1 02 1431 q e } NOIAOCI 'H 3sHnOONOO _; W "fir a 3 o y� iHOdUIV IVNOIiVNH31NI 1S3M A3N a ¢g a N N 0170EE�d`1saM/,a){'PM8;IanasoOU S L6b6LU z r O NOUVIAH AO 1NINIHV'd30 A1Nf100 30aNOW w LU 0 li a r oz o r L, w _ F o } w Y _ - r , � r o_ �s � LL LL� p p a r r LU r Af 100 r 3 r 1 p 1, vwi4 ip 4' m a „, , ? ;p a ws , v .p .,p 1" + r .,�w .�,...�.,,,�... 1432 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Leonel Son From: Sley, Dwight <dsley@tombarrow.com> Sent: Thursday, June 8, 2023 9:47 AM To: Leonel Son; Robyn Alexis-Knight Cc: Jorge Porro Subject: RE: KWIA- Guy Wires Installation Attachments: baf-guy-wire-install.pdf TKI: Please see the attached. The Essence fan does not have built in anchors; so our guy wire price includes the clamp kit. The guy wires are not standard or required on the Essence series; however, BAF offers a kit if the client feels they want to install guy wires for added security(safety). Please let me know if you have any other questions. Dwight Sley Vice President/Engineered Sales Specialist Tom Barrow Company Southeast Florida Branch Cell: 561-202-5967 Email: dsley@tombarrow.com Website: www.tombarrow.com From: Leonel Son <Leonel@turnkeymechanical.com> Sent: Wednesday,June 7, 2023 4:30 PM To: Robyn Alexis-Knight<ralexis-knight@tombarrow.com> Cc:Sley, Dwight<dsley@tombarrow.com>;Jorge Porro <Jorge@turnkeymechanical.com> Subject: FW: KWIA-Guy Wires Installation Robyn, Good afternoon. In regards to the added guy wires in Key West,the GC is asking if BAF recommends installing those guy wires (see below). Also, please let us know if the base of the fans includes any anchors to attach the guy wires. Thanks, LEON EL SON I MSc, LEED AP 11, gy,inelll - t,ta,in„i,lk jinn cahou di sP:ll. :cann 1 786.975.6333(Mobile) o '1400-53-01 imnke OfficeIRNW f 1315 NW 98th Court,Suite 15 1 Doral,FL 33172 1 305.591.2676 (Fax) Warehouse f 1345 NW 98th Court, Unit 10 1 Doral, FL 33172 ww..Ilu.IIrIIJ,IIk 1 Pm,5.; ,Ilhu lli].11 c a..11, qa Pm„ > 1433 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 GUY WIRE INSTALLATION Installation des haubans I Instalacion de los cables de sujecion If attaching guy wires to Z-purlins, use the Z-Purlin Guy Wire Attachment Kit(part number 003765-01 or 003765-02). Si vous fixez des cables d'ancroge a des pannes en Z,utilisez la trousse de pose de cables d'ancrage pout panne en Z(numero de piece 003765-01 ou 003765-02). Si conecta cables de sujecicn a correas en Z,utilice el kit de conexicn de cables de sujeci6n y correas en Z(numero de pieza 003765-01 a 003765-02). 1. LOCKING CARABINERS MOUSQUETONS DE SECUPMT I MOSQUETONES DE SEGUPIDAD Industrial Overhead Fans Ventiloteurs de plofond indusmels I Ventilodores de techo industooles X2 X2 X2 Pivot 2.0 ( Essence',E Series Carriage Bolt 1/4-20 Nylock Flange Nut ®"-- O l � qln Guy Wire Clamp ��:;�rla�;ll��ruaM�Y�i�Ynll,ti ��➢�h��11��„,imY'11��. �u�Sr�"1�i,11,111P14 �r�0ry �� V1i'd 1 ouldn�l�0�y � � ( �}}y��i � �i11`��yi��tiN� t �� Y • •po 0 2. GUY WIRES HAUBANS I CABLESDESWECION Side View(XY) Top View(X-Z) If the angle deviates Vue loterole(X-YJ Vista laterd(X-Y) Vue du dessus(X-Z) Vista superior(X-Z) by more than 15% contact Customer Service for assistance. r Guy Wire Sl Pongle ro,ne d6,e de plus de 15',veulllez contocter le 45' 45' sen cce d to c,lentele pour Guy Wire obtenir des conseils- , ------� ,. ---- ------ oeIS,col d ( revon I Sia 'e 15;comp, iquese con e de G 45 45 al Client pare solicitor 45° 45' aslstencln. U , _x, -- --- 1434 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Bar Joist Mounting Wood Frame Mounting Montage sur poutrelle I Instalacion en visas de ce/osio Montage sur chaipente en bol's I Instalacion en mottos de modero 1/4-20 Hex Nut / 1/4-20 x 1 in.Eyebolt 1/4-20 Beam Clamp Locking Carabiner Locking Carabiner 1/4-20 x 1 in.Eyebolt Guy Wire 5Guy� X4 X4 3. GRIPPLES' TENDEURS GPIPPLE I GRIPPLES Do not tighten Gripples until all guy wires are installed. Ne serrez pas les tendeurs Gipple Cant que tons/es haubans ne sont pas en place. I No ajuste/os Gripples hasto que todos los cables de sujecion esten instalados. Industrial Overhead Fans vcntilatcurs do plafond ino'ust icis I uentilodores do tccho industrialcs Yellow Jacket',Sweat Bee X4 X4 II X4 Pivot 2.0 Essence,E Seriesm X4 X4 4. WIRE ROPE CLIPS SEPPE-CABLES I SUJETADOPES PAPA CABLE DEACERO Over-tightening guy wires could throw fan off balance. Maintain a I distance of 6 to 8 in.(152 to 203 mm)between Gripples and carabiners. ' Des haubans trop tendus peuvent desequilibiei le ventilateur Menagez une distance de 1S2 mm a 2C3 mm(6 po a 8 po)entre/es tendeurs Gripple et les mousquetons- i I Si ajusto excesivamente los cables de sujecion,el ventilodorpuede quedardesbalanceodo. ©4.5 ftdb(6.1 N•m) Mantengo una dlstoncia de 6 in.a 8 in.entre los Gripples y los mosquetones. X4 1435 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 SPANN DRAHTINSTALLATION t*) Wenn Sie Spanndrdhte an Z-Pfetten befestigen, verwenden Sie den Z-Pfetten-Sponndrahtbefestigungssatz (Teilenummer 003765-01 oder 003765-02). 1. VERRIEGELBARE KARABINERHAKEN Industrielle Deckenventilatoren X2 X2 X2 Pivot 2.0 h Essence,E-Serie .� 1/4-20 x 1 Zoll Z Schlossschraube _Is 1/4-20 selbstsichernde 0 Flanschmutter ® ' Spanndrahtklemme IEYiII 0��'gnpliudtldiv�iit�tiN�`�11t��mM1l\V i ��oA �lil°!d!,lu�ea iTil�li�i�II�h�P �I��\\1111e�1�,� ��)�f'��i !fir" '��'A A �ti��Siiiu6� � r� • • �9vVgtio�op A � un��a�,�a Nit�196V1�� S> `��"� Illluuunu��m d1a�IQi"ooA'P,i^", "�i'..„„,neuuos�oarv:;;.;'�,'�19'��Ifi�F�� '"�8�7�w"'� 2. SPANNDRAHTE Seitenansicht(XY) Draufsicht(X-Z) Spanndraht 45° 45° Spanndraht ry „_ ------------- - - ----- ------------- b\f ? 45° 45° 45° 45° -------- - 7 -- --------- Wenn der Winkel um mehr als 15°abweicht,wenden Sie Bich bitte zur UnterstOtzung an den Kundenservice. 1436 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Balkenhalterung Holzrahmenhalterung 1/4-20 Sechskantmutter / 1/4-20.1 Zoll Ringschraube (1/4 20 Bal enkiernme Verriegelbarer � Verriegelbarer Karabinerhaken Karabinerhaken 1/4-20 x 1 Zoll Ringschraube Spanndraht Spanndraht x4 x4 3. GRIPPLESO Ziehen Sie die Gripples erst fest,wenn alle Spannseile installiert sind. Industrielle Deckenventilatoren Yellow Jacket",Sweat Bee Z x4 x4 II x4 Pivot 2.0 Essence®,E-Serie 1 x4 x4 4. DRAHTSEILKLEMMEN j Wenn die Spanndrahte zu stark festgezogen werden, kann dadurch der LOfter aus dem Gleichgewicht geraten.Halten Sie einen Abstand von i 152-203 mm(6-8 Zell)zwischen Gripples and Karabinerhaken ein. �©6,1 N•m(4,5 ft•Ib) x4 0 0 1 bigfans.com/support 1437 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 N VTM KEYST GULF BUILDING PCO #035 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 #035: TKI - Make Up Water Connection 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: 035/0 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: 11/312023 REFERENCE: PRIME CONTRACT None CHANGE ORDER, FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 0 days PAID IN FULL: Na EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $3,462.29 POTENTIAL CHANGE ORDER TITLE:TKI-Make Up Water Connection CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION:(The Contract Is Changed As Follows) TKI,Ma k U Wa_t r Connequ,L10 To address the RFI 210 response,this change order is to provide a 3/4"fd make up water connection as shown on MS403.This connection will be provided within the pump skid area. This change order does not include make up water connection,backflow preventer to be furnished and installed by others,escalation costs after 120 days. ATTACHMENTS: RFI210.pdf, KWi,A;_TKI mCO) I). ).29 M st1 tl", Id .........................._ ...... ......... ......... ......... ................. # Budget Code Description Amount . ... ..._ .... ......... ....... 1 23-.00.10.10.S HVAC.Subcontractor Make Up Water Connection $3,147.54 2 99 99 99 66 O Procore OH&P.Other Markup $314.75 Grand Total: $3,462.29 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South adeland'Blvd,Suite 600 Binghamton,New York 13901 Key West,Florida 33040 Miami 3156 0 Digitally signed by Christopher christopherKopec Kopec Date:2024,05„2309:01:16 04'00' SIGNATURE DATE IGNAT RE 05.23.2 4 SIGNATURE E NV2A/Gulf Keystar JV Page 1 of 1 Printed On:11/3/2023 01:46 PM 1438 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 C.O.R.Date Friday,October 13,2023 KEY WEST INTERNATIONAL AIRPORT IwTurnke 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 # 009 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: Ref. RFI 210 Missing Make Up Water Connection Response Per the referenced RFI,this proposal is to provide a 3/4"0 make up water connection as shown on MS403. Please refer to the attached PRV submittal included in this proposal.This connection will be provided within the pump skid area. Exclusions: Make up water connection; Backflow preventer to be furnished and installed by others; Escalation costs after 120 days. NOTE:Due to the continued supply chain and material escalation cost, this COR is valid for(120)days. We reserve the right to adjust cost if COR/Submittals are not approved prior to any price escalation. Items, Amount Refer to the attached proposal from Trane $2,400.00 Taxes $168.00 5%anticipated escalation cost within next 120 days $1 28.40 Additional Permit $165.00 Cost $2,861.40 OH+Profit+Bond 10 % $286.14 Sub-Total $3,147.54 % $0.00 Sub-Total $3,147.54 % $0.00 Total $3,147.54 Accepted By: Date: Submitted by: Leonel Son Date: Oct 13,2023 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 1439 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Leonel Son From: Ponce, Odette <OPonce@trane.com> Sent: Wednesday, October 11, 2023 12:59 PM To: Leonel Son Cc: Jorge Porro Subject: RE: KWIA RFI #210: Missing Make Up Water Connection Attachments: H-0044-23_2-2 System Layout RevC_Record.pdf; BoilerFeedValves (335).pdf Leonel, here's the response from Canariis, please review and advise how to proceed: That would be no problem to add, it would be a %" line with a P V and manual bypass as was mentioned below. That is a $2,400 add. Can you see if there is a specific location,they want to connect to it at on the attached layout? See attached PRV(Taco 335),there would be a strainer and some ball valves as well. Backflow preventer by others in the field. Please confirm and update PO if you need us to add this. Thanks u,.. Au:;ou.uir:i 11%lai:ager irainie C110111111111ileribal Sy!si,ieni s South Il:lll ury l 88,1 Corporate \p %ii a ni ar. II"III, 330 330251 OfIP'icie 95 .i9L-8: i. iirillV : i ru4ill 000nce .trane.com \phi b„r,il1 wwttrr Connect with us on: y � I Ise consklet the v'"YR"tl\r4oR"nw1111erit o for iY! 4;]p ritong%.h enll':Ifl From: Leonel Son <Leonel@turnkeymechanical.com> Sent: Wednesday, October 11, 2023 10:49 AM To: Ponce, Odette<OPonce@trane.com> Cc:Jorge Porro<Jorge@turnkeymechanical.com> Subject: KWIA RFI #210: Missing Make Up Water Connection AIeii t I V i i s it )ru tDt ru a Diii a 1. Odette, Good morning. We just received the attached RFI,which adds the makeup water connection detail, clouded in blue. 1 1440 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 �ouu�uuuuuu�I�� uuuliuuu�uu Submittal Data Information 101-005 Illllllluuuuuuuuu m��iluuuumummlmlm�l� um� Boiler Feed Valves Dual Controls Backflow Preventers & A Taco Family Company Combination Boiler Feed & Backflow Preventer Valves Effective:April 5,2019 Supersedes:January 26, 2018 Job: Engineer: Contractor: Rep: ITEM NO. MODEL NO. Features Purpose • Fast Fill Rate on All Models Both the Backflow Preventer and the Combination Boiler Feed& To automatically feed water to a system • Exclusive Fast Fill Lever Lock whenever pressure in the system drops Backflow Preventer Valve Carry p� y p • Built-In Check to Prevent Emptying These Certifications: below the pressure setting of the valve. the System if Incoming Pressure Fails The dual control combines the boiler feed • Adjustable Set Pressure of 10 to 25 psi fl55E Listing 1012-2009 valve with an in-line pressure relief valve • Pressure Setting Adjustment connected at the outlet end.The backflow Separated from Fast Fill Lever for Listing 364.3-11 prevents contamination of the potable Easy,Fast Adjustment water if supply pressure should fail. Boiler Feed Valve B s B D -- p I� A— Ie—A� Models 329&329-T/H Model 335 Dimensions for reference p-rposes only. Performance Data Max Fluid Max Supply Pressure Factory A B C Ship Wt. Models Temp Press. Range Setting Body Inlet Outlet I C. psi I psi I psi I in. mm in. mm in. mm Ilas. Kg 329 Cast Iron 112"Union 5WT 112"NPT 4-1/4 108 3-3/4 95 1-3/8 35 1.75 1.1 329T Casl Iron 1/2"Union NPT 1/2"NPT 4-3/4 111 3-3/4 95 1-3/8 35 1.75 1.1 329-H Castlron 1/2"Union Press 1/2"NPT 5-1/2 140 3-3/4 95 1-3/8 35 1.75 1.1 335 Brass 3/4"NPT 3/4"NPT 3-3/4 95 3-3/4 95 1-3/8 35 2.4 1.1 �.�.-...... - �� r.....................................r.................n..r...................... .3.3.5U 0_vp C 212 IOU' 100 689 10 25 69 172 12 8� ..Bq��a�y�s..........1.yt�2....U�n�y�o�n..5��.......1.yr.2....N�PT........�p...yy q.............1.0a� 2 3/°^I 9 r 1 JrU J_v z.i 1.2 335U-050T Brass 112"Union NPT 112"NPT 4-1/4 108 3-3/4 95 1-3/8 35 2.5 1.2 335U-050-H Brass 1/2"Union Press 1/2"NPT 1-1/4 133 3-3/4 95 1-3/8 35 2.7 1.2 335U 775 C I Brass 3/4"Union SN/T 3/4"NPT 4-112 114 3-3/4 95 1-3/8 35 2.5 1.2 335U 775 T I Brass 3/4"Union NPT 3/4"NPT 4-1/4 108 3-3/4 95 1-3/8 35 2.5 1.2 1441 S1N3W3AOHdNi IVNIWa3i'R V 3SMf10oNOO ' L os�m iUOcJHIV IVNOIiVNUDiNl 1S3M A3�i a Cl) CD �i ,G gO ObD££-Jd'}Sa/N 48)4'pn19 JIBA8SOOa S L6b6 o o NOUVIAV AO iN3V4iUVd34 AiNf100 301JNOLN irvano `g s ----------------- _ J d > `z } - °s w f a Q I m m m I o �f M _ ' v L - w ^]�F - o — U3 _ W 1„442 0 wz� z Owaa w�za o z wz s a � F— -_ s o s o VII0I II F m � h IIIIII� — WFw %nOo c~n 0¢ 1v/n/l1 Q IIIIIV (naa �C4 w aiJ �Owa, Jw d z - _wJ ¢ a \\ r O w e I m _ woo - u�ww �w ¢sari az 0 ixc¢7 �w 0 U /W/� co O LJJ J QI ❑ W N J J w zQz al W J o Q LCOco CL �. � J � oz � co z Q � U % _ r S3DNV?JVDID ODIN w� ww w z fn a N Z �O �~U w�a ro a�n can m m U 41 m r _ III W � � ng IIIIIV IIIIIV 3 U oILL z a a a W of O �W � � x W F* m - Z N 1443 0 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 G U L F 8 U I L U I N G NV2A/Gulf Keystar JV Project: 20-2039-01 KWIA Concourse A and NV rev 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 #210: Missing Make Up Water Connection Status Closed on 10/11/23 To Christopher Kopec(McFarland Johnson,Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) Dan Torres(McFarland Johnson,Inc.) 9100 South Dadeland Blvd,Suite 600 Michael Martin(McFarland Johnson,Inc.) Miami, Florida 33156 Date Initiated Sep 16,2023 Due Date Sep 25,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Leonel Son(Turnkey International,Inc.) Copies To Oscar Benito(NV2A/Gulf Keystar JV),Gregg Gaston(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Jose McSherry(NV2A/Gulf Keystar JV),Amanda Pfeiffer(NV2A/Gulf Keystar JV),Antonio Pinto (NV2A/Gulf Keystar JV),Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Mechanical Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Saturday, Sep 16, 2023 at 12:23 PM EDT See attached. Typically there is a make up water manifold on CHW systems with a pressure reducing valve and bypass line with valve to service the PRV.There are no details on the mechanical drawings showing this make up water manifold.Please provide a detail if this is required. Attachments KWIA TKI RFI 028.1 Make Up Water Connection.pdf Official Response Response from Michael Martin McFarland Johnson,Inc.on Thursday, Oct 5, 2023 at 02:41 PM EDT Refer to PRV with bypass detail on attached drawing MS403. Attachments RFI#28.1 MS403-DETAILS.pdf NV2A/Gulf Keystar JV Page 1 of 1 Printed On: Nov 3,2023 01:29 PM EDT 1444 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 K GULF BUILDING PCO #052 W" KEFYST'*'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 #052: TKI - Mechanical Work for Concession Spaces 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: 052/1 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: 3/13/2024 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: $414,012.73 POTENTIAL CHANGE ORDER TITLE:TKI-Mechanical Work for Concession Spaces CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) TKI-Mechanical Work for Concession Spaces This change order is to authorize the following scopes: • Furnish and install(7)RTUs as shown in the"Packaged DX Rooftop Unit"schedule on drawing MS502. • Furnish and install(3)MUAs as shown in"Make Up Air Unit Schedule"on drawing MS502. • Furnish and install(8)Kitchen Exhaust Fans as shown in"Kitchen Exhaust Fan Schedule"on drawing MS502. References: RFI's#153.1,RFI#171.1, RFI#171.2, RFI#171.3 and RFI#242.1. Exclusions. • RFI 124.1 response.Fans,Makeup Air Units,and RTUs control integration to Kitchen Exhaust Hood sequence of operation by Concessions. • Cutting metal for roof curbs. • Steel framing for metal deck support. • Fire-rated roof penetrations.None indicated on drawings. • Furnishing of smoke detectors. Installation is included. • Condensate drains by others.We are including P-Trap. • Duct drops for Kitchen exhaust fans. • Power connections to Mechanical equipment. • Structural framing for new equipment by others. • Quick ship. • Overtime. ATTACHMENTS: IA TKI CCR 10.1 PCO 52 Concessions Egpm,pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On:5/17/2024 03:12 PM El 1 445 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 NV K GULF BUILDING PCO #052 KEYST" R # Budget Code Description Amount 1 23-.00.10.10.S HVAC.Subcontractor Mechanical Work for Concession Spaces $376,375.21 2 99-.99.99.66.0 Procore OH&ROther Prime Contract 10%Markup $37,637.52 Grand Total: $414,012.73 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 3 0 Miami,Florida 33156 Christo her Digitally sign ad by ° p Christopher K�,pec Da�W2'024.05.2408:36:15 �"" Kopec _ � � 0�6 os.zoz4 � �� - SIGNATURE DATE IGNATURE DATEG'NATt f, DATE NV2A/Gulf Keystar JV Page 2 of 2 Printed On:5/17/2024 03:12 PM EDT 1446 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 �� Tum C.O.R.Date Friday,May 3,2024 m�� rnke 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 # 010 Rev. 01 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: Ref. RFIs 153.1, 171.1, 171.01, 171.2, 171.3, &242.1 Per the referenced RFIs please review the attached scope of work and cost breakdown. 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 is not approved prior to any price escalation. Items, Amount Per the attached breakdown $342,159.28 Cost $342,159.28 OH+Profit+Bond 10 % $34,215.93 Sub-Total $376,375.21 % $0.00 Sub-Total $376,375.21 % $0.00 Total $376,375.21 Digitally signed by Leone,Son LeoneI Son DN cn=Leone,Son,o=Turnkey International, Inc.,ou, email=,eonelCaturnkeymechanical.com,c=US Date:2024.02.28 15,07,31-05'00' Accepted By: Date: Submitted by: LeoneI Son Date: May 3,2024 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 1447 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 r W 'Turnkey Turnkey International, Inc. Mechanrocal Contractors CMC 1249679 May 3, 202 1 Key West International Airport Concourse A &Terminal Improvements TKI COR °'10 °'1 Ref. Joint Venture RFIs & m":! �Ilu r�1i1:4:z'�III : • RFI 153.1 (received on 1/12/24) • RFI 171.1 (received on 10/10/23) • RFI 171.01 (received on 11/13/23) • RFI 171.2 (received on 1/15/24) • RFI 171.3 (received on 2/19/24) • RFI 242.1 (received on 2/8/24) • RTUs Approved Submittal 236213-002-01 • MAUs & Kitchen Fans Submittal 233423-004-0 Per the revised Mechanical Drawings M131 (Drawing dated 2/7/24 RFI 242.1), MS501 (Drawing dated 5/5/23 without updated drawing date, RFI 171.01), & MS502 (Drawing dated 5/5/23 without updated drawing date, RFI 171.01) please refer to the following scope of work. This proposal also includes clarifications and exclusions for the Concessions area as depicted in TKI RFI 22 Rev. 2. TKI RFI 22 Rev. 2: ➢ Roof Top Units shown on drawing MS502 (RTU-13, RTU-14, RTU-15, & RTU- 16), are no longer part of the scope of work and we are providing credit. Make-Up Air Units shown on drawing MS501 (MAU-1, MAU-2) are no longer part of the scope of work and we are providing credit. ➢ Exhaust fans F-4, F-5, & F-6 (Greenheck) were revised to Kitchen exhaust fans (Captive Aire), and we are providing a credit for the eliminated fans. Scope of Work: Furnish and install (7) RTUs as shown in the "Packaged DX Rooftop Unit" schedule on drawing MS502. o Furnish humidity sensor and digital zone sensor. Sensors to be left hanging in the space. Final location installation by tenant. o Furnish and install galvanized Supply Air and Return Air duct drops. Galvanized sheet metal ducts to drop 2' below roof with wrapped insulation. Size of ducts to be same or equivalent to RTU connection size. No sizes are shown on contract drawings. o RTU includes complete coating. Refer to submittal for details. o We are including an interface to monitor RTUs from BAS. Control of equipment to be by Concessions. o Furnish (2) extra sets of air filters. To be installed by others when required. 1315 NW 98TH Ct. #15,DORAL, FL 33172 PH. 305.591.0261 —FAX 305.591.2676 Page 1 of 2 1448 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 r W 'Turnkey Turnkey International, Inc. Mechanrocal Contractors CMC 1249679 o Note that the specified manufacturer does not have 5-ton units anymore. We submitted 6-ton units for RTU-2-1, RTU-2-4, & RTU-2-6. RTU submittal already approved. o Furnish and install P-Traps. Condensate drains by others. o Per FBC, Economizer is not required in Climate Zone 1A. We are including a motorized Outside Air Damper. o Specified RTUs do not hold a Florida Product Approved nor are Miami- Dade compliant. We will provide wind load calculations for the manufacturer's roof curbs. Roof curbs to be 24" high. o Schedule calls for RTU-2-1, RTU-24, RTU-2-5, RTU-2-6, & RTU-2-7 to have 10 KW electric heater. The manufacturer can provide 9 KW. o Installation of smoke detectors. Furnished by others. Furnish and install (3) MUAs as shown in "Make Up Air Unit Schedule" on drawing MS502. o Furnish and install galvanized straight duct drop, size to be equivalent to MUA discharge size, 2' below roof. Duct to be insulated with duct wrap. o Furnish (2) extra sets of air filters. To be installed by others when required. o Control of equipment to be by Concessions. o Installation of smoke detectors. Furnished by others. ➢ Furnish and install (8) Kitchen Exhaust Fans as shown in "Kitchen Exhaust Fan Schedule" on drawing MS502. o All fans include a factory-mounted Speed ControllerNFD. o Duct drops by others. o Equipment to be controlled by Concessions. We are including status (on/of) monitor from BMS only. ➢ Please refer to the attached proposals from Trane / CaptiveAire indicating specific equipment characteristics. Please refer to the attached proposal from JCI indicating specific scope. Exclusions: • RFI 124.1 response. Fans, Makeup Air Units, and RTUs control integration to Kitchen Exhaust Hood sequence of operation by Concessions. e Cu.ul:l:llIll n'ielµ;'ul IP Ir Ir i.i 111 "C'Url::iS e steel II'Ir i,rJiu,.ug II' lir u,.u,„ul rl ul �Je l< suppicift. • Fire-rated roof penetrations. None indicated on drawings. • Furnishing of smoke detectors. Installation is included. • Condensate drains by others. We are including P-Trap. • Duct drops for Kitchen exhaust fans. • Power connections to Mechanical equipment. • Structural framing for new equipment by others. • Quick ship. • Overtime. 1315 NW 98TH Ct. #15,DORAL, FL 33172 PH. 305.591.0261 —FAX 305.591.2676 Page 2 of 2 1449 N �t O O p O O 00 0 o 0 0 00 0 — N p O p o O q q o 0 0 o p o cc cy O p O cc o 0 6 0 0 0 N c-I m u l 4 � O ci M Q 61 lOD W M v.n""d 1�0 a Vl 00 C7 Lr)\ p � °1 0 Mo rr'i -t -1 ni io r1i �i Q LiA N W a z J U Lu W U 2 H O 0 0 o p CD ,':::"a o CD p p p o ,::: I? o 0 0 0 0 0 0 0 0 0 o 0 6 0 Q O l0 ul �. M �„. N N O W Vl M d H H N W o O o Od.. 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H Q o 0 0 z D �o Z O_ U ~ W U o c O 0 U t.0 '� OC Y w C1 v a o U w00 0 m n L O M U m L an ate+ m 0D ra O 00 +� + O O 3 C O H ro ru cu U Cl) C a u�i L N M N 41 v N •g -0 u c o v U a� o -' a0 U > a Q u o en Q u = u - d z W a Ln a co J Q H C N O W /6 \ \ LA `� m calate+ u v a i bD Um OOZC O vO HH Qa + c o" o � v . Q iw u o Qw ° ° �H, W e N o w LA a ma O O P.a - - cn 0_ O co -a c Q -0 H 0 Z a cn co Z a a = � I U L + W + .+ Q •'W Z u6 O -O �-s XO X O CT Q CA LL U v Q LML O u CU co aH a a v a O o - v O O l.0 N O O O w w aW w p p CD CD 1-1 O O O "1 0 0 c-I O Z u u m 00 00 01 Lfl l0 1, n 01 Ol 01 N N Z W 0 Z Z I� 00 01 O 1-1N M -q Ln l N 0 1-I 00 01 O -1 M � Ul l0 rl 00 41 O LU c-I rl c-1 N N N N N N N N N N M m m M m m m m M M C Ol U) 0 1451 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Proposal : �piosaa � �,p whit for �5 day w. CUStOlr�m,er 117WSt D ta n creiafit aIl up D vA aurii:l irc ie ase s aler to IlDr ala 'Cti, 111 Wi N111 61D aI ays if proposA �iIatie. PROPRI":°'TAR AND I:m'OWIDEI 'TI L PROPEI" 'T OE 'Tranei IJ S, /tic DIS'TRI 117 0 .TO 0TNEP' I°i A N IWE'°NA II E'T) PE'CIPIEN'I"iE Pi"OH1131.i ED Prepared For.Turnkey International/Monroe Date:July 07, 2023 County Board of County Commissioners Proposal Number. H4-206118-15689-1 Job Name: Key West Intl Airport Concourse A&Terminal Payment Terms: Net 30 Days Impro Delivery Terms: Freight Allowed and Prepaid - F.O.B. Factory Trane U.S. Inc. is pleased to provide the following proposal for your review and approval. Tag Data- PREC (Qty: 4) Item Tag(s) Qty Description Model Number Al RTU-13, 4 10 Ton PKGD Precedent Unitary Roofto TSJ 120A3S0N**B0D00001 0002 RTU-14, RTU-15, RTU-16 Product Data - PREC Item: Al Qty: 4 Tag(s): RTU-13, RTU-14, RTU-15, RTU-16 DX Cooling R-410A 10 Ton 208-230/60/3 Symbio 700 36 kW Electric Heat Motorized Outside Air Damper Standard Access Panels with 2-in MERV 13 Filters Advanced Controls and BACnet BAS Condensate Overflow Switch (COS) Corrosion protection coating on condenser coil 24" Windload rated Roofcurbs NOT INCLUDED: Installation/rigging/startup/supervision, warranty beyond Trane standard or as listed above, power wiring, tie-In to BAS, smoke detectors, isolation rails, pitched curbs, insulation for roof curbs, disconnects/VFDs, cabinet coatings, extra materials, any material or labor not specifically described in this proposal. Total Net Price (Excluding Sales Tax) ................................................................................. $ 66,461. ©2023 Trane Technologies All rights reserved Key West Intl Airport Concourse A&Terminal Impro RTUs Proposal 07-C1452 2023.docx DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 (WvAtN CORSmAIR 2601 SW'32ndAvcnuc Pembroke Park,Horida 33023 Maiw (954)456-4300 FL,Watts-, (800)678-2424 w%%,cors.airxom 0 �11111� U 0 a CUSTOMER: KEY WEST INTERNATIONAL AIRPORT DATE: May 18, 2023 ATTN: Order entry PAGES: 1 of 2 FAX: SALES ENGINEER: Carlos Sabater EMAIL: SUBMITTED BY: Carlos Sabater PROJECT: KWIA-CONCOURSE A&TERMINAL IMPRO QTY DESCRIPTION AMOUNT 1 lot 256 pcs. Air Distribution with accessories-per submittals 31,500.00 1 lot 2 pc. - Electric Duct Heaters per submittals 13,000.00 1 lot 2 pcs. - Make up Air with accessories- per submittals 7,000.00 1 lot 8 pcs. - Fans with accessories per submittals 13,500.00 TOTAL NET $ + 65,000.00 + tax THANK YOU FOR YOUR BUSINESS! •Exceptions: Any items not specifically expressed in this bid/quotation. •Unless otherwise indicated this quotation is a based on a customer take off. Purchaser has reviewed all pages far accuracy for the materials to be ordered,especially models,accessories, sizes,quantities,widths,heights and voltages. Louvers as quoted do not meet Miami-Dade County product approval unless otherwise stated. Prices,specifications and conditions are accepted by Purchaser. "The Undersigned Purchaser,as the authorized agent for the above customer has read the"Terms and Conditions"attached as the last page of this Quote and hereby agrees to purchase and pay for the above described items. Purchaser has reviewed all pages contained and materials to be ordered,especially sizes,quantities,widths,heights and voltages,including those of louvers and heaters and all other products. The above prices,specifications and conditions are accepted by Purchaser. Payment must be made according to terms.This Quote must be signed and returned with deposit if applicable prior to Cors-Air ordering product on your company's behalf. Prices are subject to all applicable taxes. Date Printed name and Title Signature Page 1 of 1 Page 1 of 1 1453 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 (WvAtN CORSmAIR 2601 SW'32ndAvcnuc Pembroke Park,Horida 33023 Maiw (954)456-4300 FL,Watts-, (800)678-2424 w%%,cors.airxom 0 �11111� U 0 a CUSTOMER: KEY WEST INTERNATIONAL AIRPORT DATE: May 22, 2023 ATTN: Order entry PAGES: 1 of 2 FAX: SALES ENGINEER: Carlos Sabater EMAIL: SUBMITTED BY: Carlos Sabater PROJECT: KWIA-CONCOURSE A&TERMINAL IMPRO QTY DESCRIPTION AMOUNT 1 lot 256 pcs. Air Distribution with accessories-per submittals 31,500.00 1 lot 2 pc. - Electric Duct Heaters per submittals 13,000.00 1 lot 5 pcs. - Fans with accessories per submittal-without concession Fans 9,000.00 TOTAL NET $ + 53,500.00 + tax THANK YOU FOR YOUR BUSINESS! •Exceptions: Any items not specifically expressed in this bid/quotation. •Unless otherwise indicated this quotation is a based on a customer take off. Purchaser has reviewed all pages far accuracy for the materials to be ordered,especially models,accessories, sizes,quantities,widths,heights and voltages. Louvers as quoted do not meet Miami-Dade County product approval unless otherwise stated. Prices,specifications and conditions are accepted by Purchaser. "The Undersigned Purchaser,as the authorized agent for the above customer has read the"Terms and Conditions"attached as the last page of this Quote and hereby agrees to purchase and pay for the above described items. Purchaser has reviewed all pages contained and materials to be ordered,especially sizes,quantities,widths,heights and voltages,including those of louvers and heaters and all other products. The above prices,specifications and conditions are accepted by Purchaser. Payment must be made according to terms.This Quote must be signed and returned with deposit if applicable prior to Cors-Air ordering product on your company's behalf. Prices are subject to all applicable taxes. Date Printed name and Title Signature Page 1 of 1 Page 1 of 1 1454 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Proposal : �piosaa � �,p whit for �5 day w. CUStOlr�m,er 117WSt D ta n creiafit aIl up D vA aurii:l irc ie ase s a:ler to liDr ala 'Cti, 111 Wi N111 61D aI ays if proposA �iIatie. PP'OPRI":°'TAR AND I:m'I WIDEN'TI L PI OPF°I"0" OF 'Tra ei IJ S /tic DIS.I.PI I11IKON .I'0 0771ER "I'°I~I'AN "I'"I~ E NA II T) RECIPI . 'T IS PROHI I17"EIS Prepared For.Turnkey International Date: February 12, 2024 Job Name: Proposal Number. H4-206118-16337-1 Key West Intl Airport Concourse A&Terminal Impro Payment Terms: Net 30 Days Delivery Terms: Freight Allowed and Prepaid - F.O.B. Factory Trane U.S. Inc. is pleased to provide the following proposal for your review and approval. Tag Data- 6 5 1 an IIPKGD 11Ilr'ecedl lllnt llrdtary I 1c,l)(:I t IIp s , ; Item Tag(s) Qty Description Model Number Al RTU-2-1 1 6 Ton PKGD Precedent Unitary Rooftop THJ072A3SOC**BODOA1 BlAO020100000 00000000 A2 RTU-2-2 1 12.5 Ton PKGD Precedent Unitary THJ150A3SOK**BODOA1 BIA0020100000 Rooftop 00000000 A3 RTU-2-3 1 12.5 Ton PKGD Precedent Unitary THJ150A3SOK**BODOAIBIA0020100000 Rooftop 00000000 A4 RTU-2-4 1 6 Ton PKGD Precedent Unitary Rooftop THJ072A3SOC**BODOA1 BlAO020100000 00000000 A5 RTU-2-5 1 7.5 Ton PKGD Precedent Unitary THJ090A3SOC**BODOA1 BlAO020100000 Rooftop 00000000 A6 RTU-2-6 1 6 Ton PKGD Precedent Unitary Rooftop THJ072A3SOC**BODOA1 BlAO020100000 00000000 A7 RTU-2-7 1 7.5 Ton PKGD Precedent Unitary THJ090A3SOC**BODOA1 BlAO020100000 Rooftop 00000000 I)r()dt,.t c il Dal3 -6-25 Ton PKGD Precedent Unitary Rooftops All Units DX Cooling High Efficiency R-41 OA 208-230/60/3 Symbio 700 Motorized Outside Air Damper Standard Access Panels with 2-in MERV 13 Filters Through the Base Electric Non-Fused Disconnect Switch Powered 15A Convenience Outlet BACnet Modulating Hot Gas Reheat(HGRH) Condensate Overflow Switch (COS) Stainless Steel Drain Pan Corrosion Protection Coil coating on condenser/evaporator/reheat coil including interior/exterior cabinet Digital display zone sensor(Field Installed) Humidity wall mounted sensor(Field Installed) ©2023 Trane Technologies All rights reserved Key West Intl Airport Concourse A&Terminal Impro Rev. RTUs Proposal 07 1455 2023.docx DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Key West Intl Airport concourse A 8,Terminal Impro July 25, 2023 5 Years Parts and Labor Warranty 24" Sloped Windload Rated Roofcurbs Item: Al Qty: l Tag(s): RTU-2-1 6 Ton 9 kW Electric Heat Item: A2, A3 Qty: 2 Tag(s): RTU-2-2, RTU-2-3 12.5 Ton 27 kW Electric Heat Item: A4, A6 Qty: 2 Tag(s): RTU-2-4, RTU-2-6 6 Ton 9 kW Electric Heat Item: A5, A7 Qty: 2 Tag(s): RTU-2-5, RTU-2-7 7.5 Ton 9 kW Electric Heat Total Net Price (Excluding Sales Tax) ................................................................................. $ 172,314. This proposal and pricing are based on shipment of all products (not including field labor) by no later than 4th quarter of 2024 year. Sincerely, Odette Ponce Trane U.S. Inc. 2884 Corporate Way Miramar, FL 33025 Office Phone: (954) 499-6900 This proposal is subject to your acceptance of the attached Trane terms and conditions. Equipment Proposal Page 2 c 1456 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 (8113)448,,,"7884 WWI,C Jo slh II...aaweu'eairoce KEY Il::::S II' II:::II....3::3040 t:;aalptlive Aiire-a Sy>te ens 4519 George I oad Suite 150 I...a:aurnlpa, I1:::11....33634 `::Ilhornea': (13'13)448,,, 7884 l:::a:ax: (919)227,,, 5920 rf (f..(x7,t• t•l?flva,atii,Irt;;,•�tp•II•n Caalptiive Aire;Sysiesimns Ipirealpose:s to furirniish tlhe::fcallllowiiing eequ.aiilpine:nll 1PirodLiCt1i01n o Ilii,.ed iitl.eins iillll a,rnimine nc.: .,,ulpoin irr.celilpt of an a:alrnlpirove d Ipiropos6l, 8 Ipuuirchnaase::order, aain aalpll:airoved sutlbirnii'tt6l and: a:alplpirove d ciree:lliL IF In 1 2--201D--I PU ,-SUIPIP111Y IF In (I U-11),-Job:#6265656 A2-201D.-IIMIPU Supply Unit with 20"ItMixed 1Flow Direct 1Drive Fan in Size#2 Housing Supply Fan x1 Ihandles:3724 CIF M @ 0„750"we ESIP, Fan runs at 1452 1RIPIIt/1•,Supply 1Motor: 1000 HIP, 3 lPhs, 208 V,60 111z, 9.5 FLA, OIDIP, Premium(E-Pllus3) d ff. Down Discharge.-Air Flow height- I._eft ,_Sloped Filtered Intake for Size#2 Modular Untempered Supply Unit.. x1 26„813"Wide X 51625"(Long X 31.313" High. Includes 2"IIMV EZ Klleen Metal ICtMesh 1Filters.. 1Down Discharge Construction for Size 2 Untempered Direct(Drive AllUs x1 Miami Dade(Impact and Wind Load Certification 1-30/--130 PSIF,_I1Miarni 1Dade County(product x1 Control Approved.. Florida1 Building Code approval. (Roof Mount Exhaust Curbs up to 20"high must be 18 gauge Aluminized.. Insulated 1Blower((-lousing Sizes 1-2 Commercial Modular x1 Support shell for Size 2 IModular(package Unit. (Includes control vestibule. Includes condenser x1 supports.. 1117oes not include return air or inlet air damper.. -10 Ton, Dual Ciircuit(5/5)IModular Packaged Cooling Option for Size 2 Modular(packaged Unit. x1 (Includes Condenser, DX Coil, 1Filter/Dryer IKit, li hermall II®xpansion Valve, IR410A Refrigerant, and Refrigerant Piping.. (3,600 to 5,000 cfm)When ordered with opposite airflow condensers access and coil piping will remain in standard position., (brain and sleds will move to the opposite side„Any other chainge wi1111 require CII_II. CONDIENSERS II EEQUIRII®S11®11'Ft11 A rll®208V, 3 PHASE IPOVVIER SUPPLY UNLESS 011 DIF-1 ED vvii i i SIIN<LIE F101IN 1r coimiN1-c;lrllalN„Coil 3EZ0802113 ,_Control(package for Mod Package Unit Cooling Only Unit. (Includes airflow proving switch, x1 R rullink-ACHIP board and terminal blocks., ,_(Locking caps for double condenser units„ Consists of 4 hocking caps„ part#NCIP-4, and 1 key, x1 part#IMC.-IKEY.. Page 1 of 10 1457 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KWIIA fans—Bid-Key West, FL ...Size 2 Cooling Coil Ecoating option for standard MIPU, IDX and Chilled Water Coils..Adds 56 week X1 lead time.. -VAV(Variable-Air.-Volume)Wiring Package for IMon rempered Commercial Fans.. X1 Manual Speed Control Variable Frequency Drive Ilncluded .-IF-SV222IM02YXB.-Variable Frequency Drive.-3 HIP Max., 200/240 V, Single or rhree (phase Input, X1 9.6 A Max., IMIEINAA 1 1Enclosure PAIRF IMEZIEDS IPROGIRAIMIMIING VFD factory mounted and wired in unit control vestibule.. X1 Single Point MIPU Connection, 2 Condensers.. X1 Motorized Back 1Draft Damper 22.35"X 24"for Size 2 Unternperpd Units w/lExtended Shaft, X1 Standard Galvanized Construction, 3/4"IRear 1Flange, Low Leakage, LF-120S Actuator Ilncluded .-MAU.-I Curb CIR1B3IX121X201INS IInsullated On Fan #1 4.000:12.000(bitch.-Parallel to the Roof, X1 Intake on Right Side Full 1Bottom Curb Corner. Base(flange corners fully welded or staked by factory.. X1 Steel Clip for IMiami Dade IMIPU Curb Mounts x30 IFain #2 A11 SID-IMPU -SUIPIP111Y IF In (II AU-2) -Job#6265665 AI-151D.-IMIPU Supply Unit with 15"IMixed 1Fllow Direct 1Drive Fan in Size#1 Housing Supply Fan X1 handles 1032 CIFM @ 0.600"we ESIP, 1Fan runs at 1356 RPM.Supply IMotor: 0.750 HIP, 3 lPhs, 208 V,60 liz, 2.,5 1FLA, ODIP(Open Drip Proof) Down Discharge.-Air 1Flow Right- Left .-Sloped Filtered Intake for Size#1 Modular Unternpered Supply Unit.. X1 21..813"Wide x 44375" Long x 23375"High. Includes 2"IMV EZ Kleen Metal IMesh Filters. Down Discharge Construction for Size 1 Untempered Direct Drive AllUs X1 Miami Dade Impact and Wind Load Certification r-30/--130 PSIF.-Miami Dade County Product X1 Control Approved.. 1Florida Building Code approval. IRoof Mount Exhaust Curbs up to 20"high must be 18 gauge Aluminized. Insulated 1Blower Housing Sizes 12 Commercial Modular X1 Support shell for Size I Modular Package Unit. Ilncludes control vestibule. Ilncludes condenser X1 supports.. Does not include return air or inlet air damper.. .-2 Fon, Single Circuit Modular Packaged Cooling Option for Size I IModullar Packaged Unit. X1 Includes Condenser, DX Coil, Filter/Dryer IKit, Hard Start IKit, rhermall E:xpansion Valve, R410A Refrigerant, and Refrigerant Piping.. (1,000 to 1,200 cfr-n)When ordered with opposite airflow condensers access and coil piping will remain in standard position.. Drain and sleds will move to the opposite side..Any offier change will require CILI. CONIDEENSERS R1E:QU1IR1E- SEIPAIRA rIE:208V, I PHASIE: POWER SUIPPLY UNLESS ORDIE:RIE:D W11 F111 SINGLE I:,oiiN r CONINEC NON. Coil 2EZ08011M .-Control Package for Mod Package Unit Cooling Only Unit. Ilncludes air-low proving switch, X1 Rrullink-ACHIP board and terminal blocks. .-Locking caps for single condenser units..Consists of 2 locking caps, part#IMCIP.-4, and I key, part# X1 NC.-KE-Y. .-Size I Cooling Coil Ecoating option for standard MIPU, IDX and Chilled Water Coils..Adds 56 week X1 lead tirne.. .-Separate 120VAC Wiring Package for IMake-Up Air Units..Option must be selected when mounting X1 VIFID in prewire panel or with DCV package.. Provides separate 120VAC input to supply fan.. rhis 120V signal must be run by electrician from DCV to mua switch. .-Motorized Back IDratt Damper 16"X 18"for Size I Untempered Units w/Extended Shaft, Standard X1 Galvanized Construction, 3/4" Rear Fllange, Low Leakage, rF1B120S Actuator Ilncluded .-MAU-2 Curb CIRIB2 1X1 13X201INS IInsullated On 11=an#2 4.000:12.000(Pitch.-Parallel to the Roof, X1 Intake on Right Side Full Bottom Curb Corner.. i-3ase flange corners fully welded or staked by factory.. X1 Steel Clip for INAiami IDade INAIPU Curb Mounts x28 Page 2 of 10 1458 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KWIIA fans—Bid-Key West, FL Fain #3 A2--201D--1M1PU --SuppIlly IF in (IMAU-3).-Job#6265655 A2201DIM1I:1U Supply Unit with 20"IMixed 1Flow Direct 1Drive Fan in Size#2 Housing Supply Fan X1 handles 3724 CFM @ 0.750"wc ESIP, Fan runs at 1452 RPM.Supply IMotor: 1000 HIP, 3 lPhs, 208 V,60 liz, 9.,5 1FLA, 01IDIP, Premium(E-4:111us3) Eff.. Down Discharge.-Air Flow Right- Left ...Sloped Filtered Intake for Size#2 Modular Untempered Supply Unit.. X1 26..813"Wide X 51625" Long X 31.313" High. Includes 2"IMV EZ Kleen Metal IMesh Filters. Down Discharge Construction for Size 2 Untempered Direct Drive AIIIUs X1 Miami Dade Ilmpact and Wind Load Certification 1-30/130 PSIF.-Miami Dade County Product X1 Control Approved.. 1Florida Building Code approval. IRoof Mount Exhaust Curbs up to 20"high must be 18 gauge Aluminized. Insulated Blower Housing Sizes 12 Commercial Modular X1 Support shell for Size 2 IModullar IPackage Unit. IncIludes control vestibule. IncIludes condenser X1 supports.. Does not include return air or inlet air damper.. .-10 Ton, Dual Circuit(5/5)IModullar Packaged Cooling Option for Size 2 Modular(Packaged Unit. X1 IncIludes Condenser, DX Coil, Filter/Dryer IKit,"rhermall Expansion Valve, 1IR410A Refrigerant, and Refrigerant Piping.. (3,600 to 5,000 cfm)When ordered with opposite airflow condensers access and coil piping will remain in standard position., Drain and sleds will move to the opposite side..Any other chainge will require CILIL CONDIE�NSERS IIRIIEQt IIRIE S1EJPA1IRAr1E- 208V, 3 PHASE POVVIE�R SUIPPILY UINLESS OIRDIE:IRIE:D w rili SIIINGILIE: F101IN r COININEcriloiN..Coil 3EZ08021B .-Control IPackage for Mod Package Unit Cooling Only Unit. IInrIludes airflow proving switch, X1 Rrullink-ACHIP board and terminal blocks., .-Size 2 Cooling Coil Ecoating option for standard MIPU, lIDX and Chilled Water Coils..Adds 56 week X1 lead time.. .-Locking caps for double condenser units.. Consists of 4 looking caps, part#NCIP-4, and I key, X1 part#INC.-IKEY.. .-VAV(Variable.-Air.-Volume)Wiring Package for INon rempered Commercial Fans.. X1 Manual Speed Control Variable Frequency Drive(Included .-IF-SV222IM02YXB.-Variable Frequency Drive.-3 IIAP INAax.., 200/240 V, Single or rhree (Phase Input, X1 9.6 A Max.., IMIEIMA 1 (Enclosure PAINT IMEEDIDS IPROGIRAIMMIING VIF-D-factory mounted and wired in unit control vestibule.. X1 Single Point MPU Connection, 2 Condensers.. X1 Motorized Back Draft Damper 2235"X 24"for Size 2 Unterripered Units w/IExtended Shaft, X1 Standard Galvanized Construction, 3/4" Rear 1Fllange, Low Leakage, lI-11-120S Actuator IInclluded .-MAU.-I Curb C1R1i_331X121X201INS IInsullated On 11=an#3 4.000:12.000 Pitch.-IParallllell to the Roof, X1 Intake on Right Side Full Bottom Curb Corner.. Base flange corners fully welded or staked by factory.. X1 Steel Clip for IMiami Dade IMIPU Curb Mounts x30 Fain #4 IDU851HIFA.- Exhaust IF in (KIEF-2 1) .-Jolb:#6265665 DUB5111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control incIluded for single phase only), disconnect switch and 15-3/4"wheell. Exhaust 1Fan handles 1120 CIFIM @•1.000"we IF-SIP, Fan runs at 1134 IRPIM.. Exhaust IMotor: 0.750 HIP, 3 Phs, 208 V, 60 Hz, 2.6 FLA, 01IDIP(Open Drip Proof) .-Grease Cup for kitchen.-duty centrifugal exhaust fains, X1 Box Dimensions 1 T-1/8 L X 5-1/16 W X 3-3/4 111 (20 Gauge)(lindudes Down Spout) .-Miami Dade Ilmpact and Wind Load Certification 1-150/--150 IPSF.-IMiarni Dade County IProdur.,t X1 Control Approved.. 1Florida Building Code approval. Roof&Wall Mount(Exhaust Curbs up to 20"high must be 20 gauge Aluminized. IRoof&Wall Mount Exhaust Curbs above 20"high Lip to 42" high must be 18 Gauge Aluminized. Page 3 of 10 1459 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KWIIA fans—Bid-Key West, FL ...IIIIINGE IKII F•-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose.. Used on Fans with wheels 20 inches or smaller.. 12 GA Galvanized. .-VAV(Variable-Air.-Volurne)Wiring Package for Commercial 1Fans.. X1 Manual Speed Control Variable Frequency Drive(Included .- E:SV751 IM02YXB.-Variable Frequency Drive.-I IIIP Max., 200/240 V, Single or"rhree (Phase Ilnput, xi 4.2 A Max.., IMIEIMA I (Enclosure PAIR F NEEDS IIDIROGIRAINAIMIING V1FD factory mounted and wired in unit control vestibule.. X1 V1FD& Reactor Mounting Bracket Used on DU 50&85 X1 KET-2.1 Curb CIRB23X26E On Ilan#4 Flat Curb*** 16 Gauge Construction. X1 Vented Base for Curb X1 Full Bottom Curb Corner. Base flange corners fully welded or staked by factory.. X1 Fain #5 IDU851HIFA.- Exhaust IF in (1KIEF-2 2) .-Jolb:#6265655 DUB5111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control included for single phase only), disconnect switch and 15-3/4"wheell. Exhaust 1Fan handles 1035 CIFIM @•-1.000"we ESP, Fan runs at 1113 IRPIM.. Exhaust INAotor: 0.750 IIIP, 3 Phs, 208 V, 60 Hz, 2.6 FLA, OfDf:1(Open Drip Proof) .-Grease Cup for kitchen-duty centrifugal exhaust fains, X1 Box Dimensions 17-1/8 L X 5-1/16 V\1 X 3-3/4 111 (20 Gauge)((Includes Down Spout) .-IIIIINGE IKII F.-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose. Used on 1Fans with wheels 20 inches or smaller.. 12 GA Galvanized. .-Miami Dade Impact and Wind Load Certification r-150/150 FISF.-IMiami Dade County Product X1 Control Approved.. 1Florida i"Wilding Code approval. Roof&Wall Mount Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&Wall Mount Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Aluminized. .-VAV(Variablle.-Air.-Vollurne)Wiring IPrackrage for Comirnercial Fans.. X1 Manual Speed Control Variable Frequency Drive Included .- E:SV751 IN02YXB.-Variable Frequency Drive.-1 IIIP IMax.., 200/240 V, Single or three Phase Input, X1 4.2 A Max.., IMEINAA I (Enclosure PAIR F NEEDS IIDIROGIRAIMMIING VIFD factory mounted and wired in unit control vestibule.. X1 VIFD&IReartor Mounting Bracket Used on DU 50&85 X1 IKEF2 Curb CIRB23X261E: On 1Fan#5 1Flat Curb*** 16 Gauge Construction.. X1 .-Vented Base for Curb X1 .-1Fulll 1Bottom Curb Corner.. Base flange corners fully welded or staked by factory.. X1 IF in #6 IDU851HIFA.- Exhaust IFain (KIEF-2 3) .-Jolb:#6265665 DU85111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control included for single phase only), disconnect switch and 15-3/4"wheell. Exhaust 1Fan handles 1300 CIFIM @ 4.000"we ESIP, Fan runs at 1180 RPIM.. Exhaust IMotor: 0.750 IIIP, 3 Phs, 208 V, 60 Hz, 2.6 FLA, 01IDIF,(Open Drip(Proof) .-Grease Cup for kitchen-duty centrifugal exhaust Mains, X1 Box Dimensions 17-1/8 L X 5-1/16 V\1 X 3-3/4 111 (20 Gauge)((Includes Down Spout) .-Miami Dade Impact and Wind Load Certification r-150/150 FISF.-IMiami Dade County Product X1 Control Approved.. 1Florida i"Wilding Code approval. Roof&Wall Mount Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&Wall Mount Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Aluminized. Page 4 of 10 1460 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KWIIA fans—Bid-Key West, FL ...IIIIINGE IKII F•-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose.. Used on 1Fans with wheels 20 inches or smaller.. 12 GA Galvanized. .-VAV(Variable-Air.-Volurne)Wiring IPackage for Commercial 1Fans.. X1 Manual Speed Control Variable Frequency Drive Ilncluded .- E:SV751 IM02YXB.-Variable Frequency Drive.-I IIIP Max., 200/240 V, Single or"rhree (Phase Ilnput, xi 4.2 A Max.., IMIEIMA I (Enclosure PAIR F NEEDS IPROGsIRAINAIMIING V1FD factory mounted and wired in unit control vestibule.. X1 VIFD& Reactor Mounting Bracket Used on DU 50&85 X1 KET-3 Curb CIRB23X261E On 1Fan#6 1Flat Curb*** 16 Gauge Construction. X1 Vented Base for Curb X1 Full Bottom Curb Corner. Blase flange corners fully welded or staked by factory.. X1 Fain #7 IDU851HIFA.- Exhaust IF in (1KIEF-2 4) .-Jolb:#6265655 DUB5111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control included for single phase only), disconnect switch and 15-3/4"wheell. Exhaust 1Fan handles 1200 CIFIM @•-1.000"we IF-SIP, Fan runs at 1153 IRPIM.. Exhaust INAotor: 0.750 IIIP, 3 Phs, 208 V, 60 Hz, 2.6 FLA, 0 fDf:1(Open Drip Proof) .-Grease Cup for kitchen-duty centrifugal exhaust fains, X1 Box Dimensions 17-1/8 L X 5-1/16 V\1 X 3-3/4 111 (20 Gauge)((Includes Down Spout) .-IIIIINGE IKII F.-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose. Used on 1Fans with wheels 20 inches or smaller.. 12 GA Galvanized. .-Miami Dade Impact and Wind Load Certification r-150/150 IPSF.-IMiami Dade County Product X1 Control Approved.. 1Florida i"Wilding Code approval. Roof&Wall Mount Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&Wall Mount Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Aluminized. .-VAV(Variablle.-Air.-Vollurne)Wiring IPrackrage for Comirnercial Fans.. X1 Manual Speed Control Variable Frequency Drive Ilncluded .- E:SV751 IN02YXB.-Variable Frequency Drive.-1 IIIP IMax.., 200/240 V, Single or three (Phase Input, X1 4.2 A Max.., IMEINAA I (Enclosure PAIR F NEEDS IPROGIRA11MMIING VIFD factory mounted and wired in unit control vestibule.. X1 VIFD&IReartor Mounting Bracket Used on DU 50&85 X1 IKEF.4 Curb CIRB23X261E: On 1Fan#7 1Flat Curb*** 16 Gauge Construction.. X1 .-Vented Base for Curb X1 .-1Fulll 1Bottom Curb Corner.. Base flange corners fully welded or staked by factory.. X1 Fain #8 IDU50IFUIFA.- Exhaust IFain (KIEF-2 6) .-Jolb:#6265665 DU50111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control included for single phase only), disconnect switch and 13-3/4"wheell. Exhaust 1Fan handles 1050 CIFIM @•-0.600"we ESIP, Fan runs at 1257 RPIM.. Exhaust IMotor: 0.500 IIIP, 3 Phs, 208 V, 60 Hz, 2.0 FLA, 01IDIF,(Open Drip(Proof) .-Grease Cup for kitchen-duty centrifugal exhaust Mains, X1 Box Dimensions 17-1/8 L X 5-1/16 V\1 X 3-3/4 111 (20 Gauge)((Includes Down Spout) .-Miami Dade Impact and Wind Load Certification r-150/150 IPSF.-IMiami Dade County Product X1 Control Approved.. 1Florida i"Wilding Code approval. Roof&Wall Mount Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&Wall Mount Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Aluminized. .-VAV(Variablle.-Air.-Vollurne)Wiring Package for Comirnercial Fans.. X1 Manual Speed Control Variable Frequency Drive Ilncluded Page 5 of 10 1461 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KV41A fans—Bid-Key West, FL ... E:SV371 IM02YXB-Variable Frequency Drive 1/2 HIP IMax.., 200/240 V, Single or three Phase X1 input, 2..4 A Max., NIEMA I EncIlosure PAIRF INEIEDS IPIPOGIRAIMMIING VIFD factory mounted and wired in unit control vestibule.. X1 VIFD& Reactor Mounting Bracket Used on DU 50&85 X1 IKEF..-2..5 Curb C1RB19..5X26IE On 1F=an#8 1Flat Curb*** 16 Gauge Construction.. X1 .-Vented Base for Curb X1 ...1Fulll 1Bottom Curb Corner. 1Base(flange corners fully welded or staked by factory.. X1 Fain #9 1DU65IHIFA- Exhaust IFain (11KIEF-2 6) Jolb:#6266666 DU85111FA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control(speed X1 control included for single phase only), disconnect switch and 15-3/4"wheell. Exhaust 1Fan handles 1290 CIFIM @ -1.000"wc IES11D, Fan runs at 1177 IRPIM.. Exhaust Motor: 0.750 IIIP, 3 Phs, 208 V, 60 Hz, 2.6 FLA, 01IDIF,(Open Drip Proof) .-Grease Cup for kitchen-duty centrifugal exhaust fains, X1 Box Dimensions 17-1/8 L X 5-1/16 W X 3-3/4 111 (20 Gauge)(lncIludes Down Spout) .-IIIIINGE IKII F.-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose.. Used on 1Fans with wheels 20 inches or wrialler.. 12 GA Galvanized. .-Miami Dade Ilmpact and Wind Load Certification r-150/150 PSF,_(Miami Dade County Product X1 Control Approved.. 1Florida i"Wilding Code approval. Roof&Wall Mount Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&Wall Mount Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Aluminized. .-VAV(Variable-Air.-Volume)\/\1iring Package for Commercial Fans.. X1 Manual Speed Control Variable Frequency Drive Ilncluded .-IF-SV751 IM02YXB.-Variable Frequency Drive.-1 HIP Max., 200/240 V, Single or rhree Phase Ilnput, X1 4.2 A Max.., IMEIMA 1 Enclosure PAIRF IMEIEDS IPROGIRAIMMIING VIFD factory mounted and wired in unit control vestibule.. X1 VIFD&Reactor Mounting Bracket Used on DU 50&85 X1 KEF-2.6 Curb CIRB23X26E On 1Fan:#9 Flat Curb*** 16 Gauge Construction.. X1 .-Vented Base for Curb X1 .-1Fu111 1Bottom Curb Corner.. Base flange corners fully welded or staked by fartory.. X1 IFain :#10 IDU1 801HIFA.- Exhaust IFain (11KIEF-2.7) .-Jolb:#6265655 DU180HFA High Speed Direct Drive Centrifugal Upblast Exhaust 1Fan with, disconnect switch and X1 18-3/4"wheel. Exhaust 1Fan handles 1960 CIFIM @-1.300"wc IES11D, Fan runs at 1059 RPM. Exhaust INAotor: 1.500 HIP, 3 Phs, 208 V,60 Hz, 6..6 FILA, 01IDIP, Premium (E.-Plus3) Eff. .-Grease Cup for kitchen-duty centrifugal exhaust Mains, X1 Box Dimensions 1 7-1/8 L X 5-1/16 V\1 X 3-3/4 111 (20 Gauge)(lncIludes Down Spout) .-Miami Dade Ilmpact and Wind Load Certification r-150/150 FISF.-IMiami Dade County Product X1 Control Approved.. 1Florida Building Code approval. IRoof&Wall Mount(Exhaust Curbs up to 20"high must be 20 gauge Aluminized. IRoof&Wall Mount(Exhaust Curbs above 20"high up to 42" high must be 18 Gauge Allurninized.. .-IIIIINGE IKII F.-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose.. Used on 1Fans with wheels 20 inches or smaller.. 12 GA Galvanized. Insulated Heal 1Baffle for Exhaust Fans.. Type 4751FRIK I inch thick insulation installed on the top xi side of the top plate and under the motor of upblast and downblast fans..Cut to fit shaft wrapper and around vibration isolators and rnotor cooling hole. Caulked down to top plate.. Page 6 of 10 1462 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Monday,November 27,2023 Quote#:6265655 KV41A fans—Bid-Key West, FL -VAV(Variable-Air.-Volume)Wiring Package for Commercial Fans.. X1 Manual Speed Control Variable Frequency Drive IlncIluded ... E:SV1 521M02YXB-Variable Frequency Drive 2 HIP IMax.., 200/240 V, Single or rhree Phase Input, X1 7..0 A Max.., IMIEINAA I IEncIlosure PAIR F IMEEDS PROGRAMMING V1FD factory mounted and wired in Unit control vestibule. X1 V1FD Mounting bracket for DU/D1R 180 and 200.. X1 IKEF1 Curb CRB26..5x26E On 1Fan#10 1Flat Curb*** 16 Gauge Construction. X1 .-Vented Base for Curb X1 ...1Fulll 1Bottom Curb Corner.. 1Base(flange corners fully welded or staked by factory.. X1 Fain #1 1 IDIJ180IF4IFA.- Exhaust IFain (11KIEF-2 8) .-Jolb:#6265655 DU180HFA High Speed 1Direct.Drive Centrifugal Upblast E:xhaust 1Fan with, disconnect switch and X1 18-3/4"wheel. Exhaust 1Fan handles 1960 CIFIM @-1.300"we ES1ID, Fan runs at 1059 RPM. Exhaust Motor: 1.500 HIP, 3 Phs, 208 V,60 Hz, 6..6 FILA, 01IDIP, Premium (E.-Plus3) Eff. .-Grease Cup for kitchen-duty centrifugal exhaust fains, X1 Box Dimensions 17-1/8 L X 5-1/16 VV X 3-3/4 111 (20 Gauge)(Inducles Down Spout) .-Miami Dade Ilrnpact and Wind Load Certification 1-150/--150 lIDSF.-IMiarni Dade County Product X1 Control Approved.. 1Florida Building Code approval. Roof&Wall Mount(Exhaust Curbs up to 20"high must be 20 gauge Aluminized. Roof&\/\/all Mount Exhaust Curbs above 20"high Lip to 42" high must be 18 Gauge Aluminized. .-IIIIINGE IKII F.-Standard Hinge kit for exhaust fan roof curbs. IncIludes Hardware to attach hinge to X1 curb and hinge to base..Ships Loose. Used on 1Fans with wheels 20 inches or smaller.. 12 GA Galvanized. -Insulated Heat BaffIle for Exhaust Fans.. Fype 4751FRIK I inch thick insulation installed on the top X1 side of the top plate and under the motor of upblast and downblast fans..Cut to fit shaft wrapper and around vibration isolators and motor cooling hole. Caulked down to top plate.. .-VAV(Variablle.-Air.-Vollurne)Wiring IPrackrage for Comirnerciall Fans.. X1 Manual Speed Control Variable Frequency Drive IlncIluded .- E:SVl 521M02YXB.-Variable Frequency Drive.-2 HIP IMax.., 200/240 V, Single or rhree Phase Input, X1 7..0 A Max.., IMEINAA I IEncIlosure PAIR F IMEEDS PROGRAMMING VIFD factory mounted and wired in unit control vestibule. X1 VIFD Mounting bracket for DUOR 180 and 200.. X1 IKEF2 Curb CRB26..5x26F-On 1Fan#11 1Flat Curb*** 16 Gauge Construction.. X1 .-Vented Base for Curb X1 .-1Fu111 1Bottom Curb Corner. Base flange corners fully welded or staked by factory.. X1 Factory Services Service Design Verification for Exhaust 1Fan X8 Service Design Verification for Modular Package Unit x3 Service Design Verification for Untempered Supply 1Fan x3 Service Design Verification IMilleage Charge: (1810)x 2 =366..0 total r-rdles plus$250 travel expense.. X1 Sublolall: $60,69136 Shipping: $1,638..64 Tax: INot Ilinicluded Total. USD $62,330.00 Page 7 of 10 1463 0 0 0 0 cc 0 0 0ztqzt O O O O O o 0 Ln Ln M x 0 o Ln o 0 o Lo Ln o cf LT N O N Ln l0 O Ln M m W n Ln l0 N r� 00 M l0 m It qzt (6 N c-I l0 l0 I� O H in• to in- ih -Ln in- ih to in- ih -Ln to O O O O O 0 O Ln O Ln O Ln 0 -1 O r- Ln a) N O M , -1 m 0 00 l0 M M 00 L � 7 O 2 v t C) 00 LL 0 x m m ns v r-I X N aL C Ln V p (6 a1 OP N p U N O L IT � O C � p (, to On V N C ai o N +' G X —1 (6 4' CDLL m (6 X U M c-I 0 O L]0 C (6 a) Uv in m L� m rn E p M ,} Ln _ L — C 4- aJ H p to p -0L � i N p m O p O N > p 00 O U L ~ ~ a L - L -a aJ -a X N 2 2 co Ln Li� a a Ln H c W c to 0 1464 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 Johnson Controls,Inc. J15901 SW 29 the Street, � iso Suite#801 Co" tolls Miramar, Florida 33027 Office: 786-918-3240 KWIA Concourse A- Change Order(RFI 171.1) To : Turnkey Mechanical Contractor Date : 5/2/2024 •Three(3)RTU Control Integration *One(1)MUA-2-3 VFD Integration •Five(5)KEFs VFD Integration Scope of Work Perform all necessary wiring to integrate three(3)additional RTUs to JCI BMS System Map and update database to reflect three(3)additional RTUs Graphics update to reflect three(3)additional RTUs Perform all necessary wiring to integrate additional MAU-2-3 VFD Map and update database to reflect additional MUA-2-3 Graphics update to reflect Additional MUA-2-3 Perform all necessary wiring to integrate five(5)additional KEFs Map and update database to reflect five(5)additional KEFs Graphics update to reflect Additional KEFs Clarifications and Exclusion Site coordination with vendors for BACnet/MSTP configuration Modbus integration not included. Bacnet only. Additional BMS controls to RTUs Additional BMS controls to MUAs Additional BMS controls to KEFs Billina Total: Subcontractor $38,420.05 JCI Labor $21,563.09 Total $59,983.14 Change Order#: This proposal is valid Through 8/2/2024 Turnkey Mechanical Johnson Controls Version 4.0 Key West Airport Course A Terminal 1465 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 johln on Controls Confidential Change Rates Breakout Key West Airport Course A Terminal (RFI 171.1) Johnson Controls Products Subtotal HVAC Controls Product $0.00 0.0 $0.00 Mission Critical Air Handling Products $0.00 0.0 $0.00 Johnson Controls Product Warranty $0.00 Johnson Controls Product Tax $0.00 Johnson Controls Freight $0.00 Johnson Controls Product Total Price $0.00 Vendor Products Vendor Product JCI systems $0.00 Vendor Product local purchase $0.00 BWSI Purchase Orders $0.00 Vendor Product Warranty 0.0 $0.00 Vendor Product Tax 0.0 $0.00 Vendor Product Freight 0.0 $0.00 Vendor Product Overhead and Profit 10.0 0.0 $0.00 Vendor Product Total Price $0.00 Direct Labor Direct Supervision Hours 28 $122.37 $ 3,411.43 Controls Engineering Hours 34 $92.85 $ 3,156.90 Commissioning Hours 40 $87.83 $ 3,513.20 Start up Hours 42 $ 98.84 $ 4,151.28 Electrical and Mechanical Install Hours 0.0 $0.00 $ - Travel Expenses Total 1 $ 5,370.00 $ 5,370.00 JCI Labor Overhead and Profit 5% 5% $ 1,960.28 JCI Labor Total Price $ 21,563.09 External Costs Subcontract Electrical Install $34,927.32 Subcontract Engineer&Commission $0.00 Subcontract Construction $0.00 Subcontract Security & Fire $0.00 Subcontract Mechanical $0.00 Other Subcontract plus BWSI $0.00 Facilities Tools and Miscellaneous $0.00 Subcontract Overhead and Profit 5% 5% $3,492.73 Subcontract Total Price $38,420.05 Total $59,983.14 IN CONSIDERATION OF THE RECEIPT OF THIS DOCUMENT,THE RECIPIENT AGREES NOT TO REPRODUCE,COPY,USE OR TRANSMIT THIS DOCUMENT AND/OR THE INFORMATION THERIN CONTAINED,IN WHOLE OR IN PART,OR TO SUFFER SUCH ACTION BY OTHERS,FOR ANY PURPOSE,EXCEPT WITH THE CONSENT OF JOHNSON CONTROLS 1466 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 r rrrra�aru�r�6 0,00 00,0 100 10910 NW 138 ST, Hialeah Gardens, Fl 33018 Tel:(786)-312-8504 Quote Date Thursday, May 2, 2024 From Yoandy Hernandez To: Andres Cuervo Job Name: Key West KWIA RFI-171-R 1 Plans Sheet Drawing Date: RFI-171 SCOPE OF WORK NETWORK: • Communication MS/TP from Master Controller to the added equipment. MAKE UP UNIT CONTROLS,TYPICAL FOR MAU-3, INCLUDING: Installation of conduit, wiring and termination for, o Supply air Fan VFD integration. (Communication MS/TP) ROOF TOP UNIT CONTROLS, TYPICAL FOR 3, INCLUDING: Installation of conduit, wiring and termination for, o All control devices shown in the control submittals. KITCHEN HOOD EXHAUST FAN CONTROLS, TYPICAL FOR 8, INCLUDING: Installation of conduit, wiring and termination for, o Communication MS/TP with EF variable frequency drive. Price: $34,927.32 1467 DocuSign Envelope ID: 19CB88DF-E246-432D-8423-6418B3B8FC47 PRICE ASSUMES: I)leoeuul°°in ul°ate l ,e:::lll le (]III'"clee vice." v i°uleee eo:°:cealed and allowed oIri:le (IIII':trgv ceillul°:r'Is) 6 Cii))n it liieeiw'A°le the Walls wall eeoelr):.s. state, OLYZ, III°°°Illlurnidity, OCC, etc. .i. �z Il4wulul:ulm: :ule s:ec eo�ululd ::t ulun U,gocied areas 4(IIINoIieiclmawul:cal ule�e:ulme, Ill...liect Illltoioiululm, e,r,goocd ce:llllui:°ultl, ctic. ooelolt liie III°°°Ill :rd celllllliiul°ig areas. • Based on Mechanical drawings RFI-171 • Power Wiring to BAS Controllers by Div.26 • All wiring at or above 110/120 volts by Division 26 contractor. • All work to be performed during normal working hours * Iluu II'';umaill:""7ng Wages salary Ills lllnCkinded. iul°,aveliur°lug :°°° gl o I, ii ulg e��pi:uses liis lii nclwle�d. � ul,: Ill � '. II., ..�� Scissor IllH t urent cost liiul°°Illcl : le liii ESTIMATE DOES NOT INCLUDED: o VFDs o Firefighters Override Panel o Smoke Control o Any underground conduit o Dampers o Exhaust Fans Cir/ W0111IN in(�,it lusUad aIluoveIll 0.. o Sleeve for future raiser o Fire alarm system work. o Smoke and fire dampers. o Security system work. o Any other system work. 0 120v to all controller panels or devices. o Conduit or Conduit other than 1/2in unless include above. o Demolition. o Ethernet cabling. o Integration, unless included about. o Any spare parts. o Any repairs to existing system and components. o Any expedited or fast track work without a project schedule. 1468 n� O Y a ? ? v v O S N O3 O a O a O N U u -a N N d O N O O Ou Q Ln Q L 111 O_L O N S � R 0. -tea *' a m a s .. rl a U ti aJul tD N a N 0 0 O 0 0 0 O O O O O N Q rn m o m a o 0 0 0 0 0 0 0 0 o M N O O O 0 n 0 O ✓t O ul O Q W m l0 m vt l0 N O O O N O N O N H O l0 N Ol h N vl vl O n n N .--I M vt pt J th to lh VT V}tM1 th tR to to iR th tR to to N tM1 tR to to N H O 0 0 O O O VI O 0 0 O O O F I� n N �--I M ✓1 C C W H Q 1A iR ih tl?t/f 1A tD N N 0 0 O O o Ot m O m a 0 O 0 0 Q N a o a a o 0 0 0 r W Ot tD dl .-I vt t0 N O Q e-I M Ol M M N LIl ✓1 O c-I c-I W M M M M M O O 0 0 V C C C C N Ol Ol N Q U � 0 O M 0 on Q Q H H W o0 W Z F O O O O O 0 � O O O O O Q Q 0 0 O O O U H 0 O O l00 C Q O N W a � g z M e-I N m D� e-I m `~ •--I N N t0 N lD � [.Y Ql N c-I U'p V Y ro I �O O �-. I o n m n v 'Yu in c a 0 0 -a: 3 c oL '� r .• -1 ou o o .��'. w Y O n w a o v , 0 0 om m m fn n � W d ddd ddd W J 3 1469 0 q � S1N3W3AOHdNi IVNIWb3i Q V 3sHnooNOO +r m a 3 �y� idOdUIV IVNOIiVNH31NI 1S3M A3N a s o M 3 �Yb�bil O T 0170EE�d`1soM Aa){'PM8 llanasooa S L6b6 z NOliVIAH dO IN]NIHV'd30 J.1Nnoo zlOHNOW s _ x tt v y O w s b� F O in w 07 w w Er ....... 000a a000 - oj, � T oLL 1LL o i 0 L w ii - r - o i 1 F 1470 4 z9 1 q S1N3W3AOHdWl IVNIWb3i Q V 3sHnooNOD y idOdUIV IVNOIiVNH31NI 1S3M A3N a T N Lc) 0170CE-IA`1saM AsN`pM8 llanasooa S L6bE 9 ao y o NOUVIAH AO 1NINIHV'd30 AlNnoo 3OHNOW NIMI o y Lu Lu € a _ 3 - - `5 J _ _ w tl U W € 5 - - - w in Lu _ OW W c = _ u- w O c}n ? _ `p - - - - - - - - W S w = w J X w a 3 2 F w w (n s O> a ITITI J 3 Q W ff § = d 0 e€o w z w u) to x - - - - - - - - - a = W J _ U = w W p W W = J Lu U _ - - - _ _ _ - W J - - U U a S a W � 3 O Z Z Z U ( 7 C7 U w Q z _ J W 0LL _ - W X L - - w r Q 1471 q S1N3W3AOHdWl IVNIWb3i Q V 3sHnooNOD W cv� + a idOdUIV IVNOIiVNH31NI 1S3M A3N31 a o 0170EE-1A'1saM AsN'pM8 llanasooa S L6b£ 9 0°o z NOUVIAH AO ININIHV'd30 A1Nnoo zlOHNOW n o y a a .dld; � y y II' e a n I d III III d - _ c ,Ip d s :ill ,ilo d w - - - - - - - - - - - - - - - - TH IIu', o a a F z it d o O a _ o t z a it d — w B F Q - to e z a a: H bLL — J w iI a w - - 3 V bF i i3 III a HIV d; gill YYY�, Q a Lu LLj O 7� F z� ,iIV U z _ mh Z w F Z W n � - LL � J M � a w, o IIII d �I o a o 1 a O o: _ - of "h r W LU IIII J F x Y o F 0 1� J 0 d (D z U Z 5- Z lL d ¢ - o _ w M a w s� e lil � yI J u) om.. z in af LLI uU=i ` F 3 s III z O w a � o =e HIV 7. Y a 7"' W a Q 1472 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF M.C.A.INSTR.8800.2 Enclosure(1) 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECTTITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 030 INITIATION DATE: 2/14/2024 TO CONTRACTOR: NVZA/Gulf KeystarJV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 14,396,783.27 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 115,858,554.27 The(Contract Sum)(Guaranteed Mxium Price)will be(unchau'rot�,ue d)by this Change Order $ The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 125,858,554.27 The Contract Time will be)a,'i:;ungrvl,:m)by 60 days The date of Substantial Completion as of the date of this Change Order is 4/8/2025 Detailed Description of change order and justification: This Change Order is to approve the Revised Baseline Schedule showing Concourse A TCO Extension to April 8,2025.In accordance with the Approved"Construction Schedule of January 2023",and the"Construction Schedule of April 2024",Contractor is granted a 60-day time extension for completion of Concourse A,originally Scheduled to complete on February 7,2025,now Scheduled to complete on April 8,2025.Contractor is entitled to additional compensation should the time for completion extend beyond the original approved Baseline Schedule Dates. POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER, P C' Title Schedule impact Amount �Projectpervlsion 60 $ Total: $ This change order is 0,00%of the original contract price. Doc uSli7ned by: Not valid until signed by Owner,Architect(if applicable),and Contractor ,l WrLG 7/1/2024 112:25:14 PDT ARCHITECT! Docvsigned by: DATE: 6/28/2024 1 06:18:52 PDT CONTRACTORS: DATE; EXECUTIVE DIRECTOR OF AIRPORTS :rf 9,4 WOE; 07/17/2024 COUNTY/DEPUTY ADMINISTRATOR DATE: 16 9VROE COUNTY ATTIDIINE'f A O1�E � FORM 00 os O A l7ASI ATTOFV µ Date 7/15/24 1473 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 7 GIMP KGT"m■ K PCCO #030 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 #030: Approval of Revised Baseline & Cc A TCO Extension to 4/8/25 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: 6/20/2024 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Approved REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: 06/20/2024 INVOICED DATE: PAID DATE: SCHEDULE IMPACT: 60 days EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER 06/20/2024 COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $0.00 Concourse A DESCRIPTION: Approval of Revised Baseline and Concourse A TCO Extension to April 8, 2025 Change Reason:Time Extension arising out of Existing/Unforeseen Condition In accordance with the Approved "Construction Schedule of January 2023" (Data date November 5, 2022), and the "Construction Schedule of April 2024" (Data date March 31, 2024), Contractor is granted a 60-day time extension for completion of Concourse A, originally Scheduled to complete on February 7, 2025, now Scheduled to complete on April 8, 2025. Owner approves the revised baseline milestone dates of April 8, 2025, for the Concourse A Temporary Certificate of Occupancy (TCO), and March 9, 2026, for the completion of Terminal Improvements (Phase 2). Contractor and Owner agree that Concourse A Gate 8 is part of the program. The specific means and methods of meeting the aforementioned schedule dates are left to the Joint Venture's professional experience. Moving forward the attached schedule update is the only Owner-approved schedule and supersedes previously submitted schedules. This Time Extension is due to issues related to the installation of the Communications Ductbank, a critical Activity. Contractor and Owner will use every reasonable effort to mitigate an extension to the Terminal Improvements and the overall program. Contractor is entitled to additional compensation should the time for completion extend beyond the original approved Baseline Schedule Dates. Background The Baseline Schedule, scheduled Activity APH 2O041, Install Airport Communication Ductbank Loop & MI-Is, (a Critical Activity) to start on February 27, 2023, and end March 17, 2023. The June Update showed the Actual Start date of Activity APH 2O041 to be February 27, 2023, and the Actual completion date to be May 31, 2023, 75 days after the originally scheduled completion date. This is due to the issuance of RFI's 78, 79, 100, 113, 132, 132-1, 137 and 142 all dealing with underground conditions encountered during the installation of the Ductbank. All RFIs above were successfully addressed and responded to by the A/E of Record to maintain service and provide a viable transition between the old and the new ductbank. All remediating actions and work required to clear the conflicts were executed by the JV and its subcontractors and paid for through change orders approved by the Airport. NV2A/Gulf Keystar JV Pagel of 2 Printed On:6/21/2024 11:13 Al 1 474 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF N Ka 6111 F DbiLair'6 T* PCCO #030 Even though the duration of Activity APH 2O041 was 75 days longer than scheduled, the effect of this extended duration resulted in only a 60-day extension to Activity ML 110 Temporary Certificate of Completion (Concourse A). The Baseline Schedule, scheduled completion of Activity ML 110 for February 7, 2025, and the June update Scheduled the completion date of this same activity for April 8, 2025, 60 days later than originally scheduled. The difference between the 75 days and 60 days, a savings of 15 days, is due to the ability of the JV to mitigate the duration of follow on activities and the resequencing of the work. Reducing the duration of Activity APH 10120, Switchover Communication to New Ductbank, from 10 days to 2 days is one example of the mitigation efforts. The Schedules and RFI's are attached for your review. Based on the above, the Contract Milestones are as follows: Milestone Baseline Revised Baseline Temporary Certificate of Completion (Concourse A) February 7, 2025 April 8, 2025 Terminal Improvements Complete (Phase 2) March 9, 2026 March 9, 2026 ATTACHMENTS: PCO 048-Approval of Revised Baseline and Concourse A TCO Extension to April 8 2025 Rev 05.pdf No Potential Change Orders PCO# Title Schedule Impact Amount Total: $0.00 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $14,396,783.27 The contract sum prior to this Change Order was $115,858,554.27 The contract sum will not be changed by this Change Order in the amount of $0.00 The new contract sum including this Change Order will be $115,858,554.27 The contract time will be increased by this Change Order by 60 days. DS 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 DocuSigned by: '„'0 DS � s ew DocuSigned by w I� ^"" ISf6r(A.X S, 6pt G w 7/9/2024 LC 062E1 EB4233B487... �1f3A�E�r,47{n-0Fa' SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 7/1/2024 1 12:25:14 PDT 6/28/2024 06:18:52 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:6/21/2024 11:13 AN 1475 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF K GULF BUILDING PCO #048 V KEEYST*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 #048: Approval of Revised Baseline & Cc A TCO Extension to 4/8/25 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: 048/5 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: 2/14/2024 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: 60 days PAID IN FULL: No EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $0.00 POTENTIAL CHANGE ORDER TITLE: Approval of Revised Baseline&Cc A TCO Extension to 4/8/25 CHANGE REASON:Time Extension POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Approval of Revised Baseline and Concourse A TCO Extension to April 8, 2025 Change Reason: Time Extension arising out of Existing/Unforeseen Condition In accordance with the Approved "Construction Schedule of January 2023" (Data date November 5, 2022), and the "Construction Schedule of April 2024" (Data date March 31, 2024), Contractor is granted a 60-day time extension for completion of Concourse A, originally Scheduled to complete on February 7, 2025, now Scheduled to complete on April 8, 2025. Owner approves the revised baseline milestone dates of April 8, 2025, for the Concourse A Temporary Certificate of Occupancy (TCO), and March 9, 2026, for the completion of Terminal Improvements (Phase 2). Contractor and Owner agree that Concourse A Gate 8 is part of the program. The specific means and methods of meeting the aforementioned schedule dates are left to the Joint Venture's professional experience. Moving forward the attached schedule update is the only Owner-approved schedule and supersedes previously submitted schedules. This Time Extension is due to issues related to the installation of the Communications Ductbank, a critical Activity. Contractor and Owner will use every reasonable effort to mitigate an extension to the Terminal Improvements and the overall program. Contractor is entitled to additional compensation should the time for completion extend beyond the original approved Baseline Schedule Dates. Background The Baseline Schedule, scheduled Activity APH 2O041, Install Airport Communication Ductbank Loop & MI-Is, (a Critical Activity) to start on February 27, 2023, and end March 17, 2023. The June Update showed the Actual Start date of Activity APH 2O041 to be February 27, 2023, and the Actual completion date to be May 31, NV2A/Gulf Keystar JV Pagel of 2 Printed On:6/19/2024 02:37 PM El 1 476 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF K GULF BUILDING PCO #048 V KEEYST*R 2023, 75 days after the originally scheduled completion date. This is due to the issuance of RFI's 78, 79, 100, 113, 132, 132-1, 137 and 142 all dealing with underground conditions encountered during the installation of the Ductbank. All RFls above were successfully addressed and responded to by the A/E of Record to maintain service and provide a viable transition between the old and the new ductbank. All remediating actions and work required to clear the conflicts were executed by the JV and its subcontractors and paid for through change orders approved by the Airport. Even though the duration of Activity APH 2O041 was 75 days longer than scheduled, the effect of this extended duration resulted in only a 60-day extension to Activity ML 110 Temporary Certificate of Completion (Concourse A). The Baseline Schedule, scheduled completion of Activity ML 110 for February 7, 2025, and the June update Scheduled the completion date of this same activity for April 8, 2025, 60 days later than originally scheduled. The difference between the 75 days and 60 days, a savings of 15 days, is due to the ability of the JV to mitigate the duration of follow on activities and the resequencing of the work. Reducing the duration of Activity APH 10120, Switchover Communication to New Ductbank, from 10 days to 2 days is one example of the mitigation efforts. The Schedules and RFI's are attached for your review. Based on the above, the Contract Milestones are as follows: Milestone Baseline Revised Baseline Temporary Certificate of Completion(Concourse A) February 7,2025 April 8,2025 Terminal Improvements Complete(Phase 2) March 9,2026 March 9,2026 ATTACHMENTS: Time Impact Analysis#02-Communication Ductbank Dela�Pdf # I Budget Code Description Amount 1 00-.31.13.10.0 NV2A-Project Supervision.Other Project Supervision $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 L(h�Sf6r(UXS Signed by: DocuSigned by: DocuSigned by: . 6rct I�tGI A.c�V'D� SfvWAJA,� As-u*-;a P� SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 6/20/2024 1 05:11:39 PDT 6/20/2024 1 10:52:52 PDT 6/19/2024 1 11:52:12 PDT NV2A/Gulf Keystar JV Page 2 of 2 Printed On:6/19/2024 02:37 PM ED- 1 477 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF ATTACHMENTS: 11* Revised Baisetiniie ScheduLe 2. Revised Baisetiniie ScheduLe Narrative 3. Basetine Schedute 4. Schiedute Updaiite Junie BAN, 2023 78 8* RFI 7 7. RFI 100 8. RFI 113 8. RFI 132 110 F 1118 -1 11111. R F 11137 12. R F 1114; 113. Tim etiin 1478 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 1 . 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E a� U o - o Q U o m E m -`o F o o� m @ W (� U m = a LL .o m O m d m o -- o E w o `o m E o $ $ E -o - E d o a .w LL E m m d m m Z Y 0 7n �t U 3 o o �i U a m° 3 7n o o ao M .- o a U 5 V) m m LL T m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N w¢ a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` a` N o m M O N N -o w C T J 0 y w Ti Q Pam. N rn¢ o C, DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 2. Revised Baseline Schedule Narrative 1500 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF GULF BUILDING N V K ESKSYST74,"R Key West International Airport Concourse A and Terminal Expansion Program Proposed Rebaseline Schedule 1 May 9, 2024 The following narrative accompanies the JV's proposed rebaseline schedule. The rebaseline schedule includes the 60-day time extension to Concourse A due to the additional scope associated with the communication ductbank relocation, which moves the TCO/substantial completion date of Concourse A from February 9, 2025, to April 8, 2025. The rebaseline shows this extension to the new concourse TCO while maintaining the GMP Baseline Schedule completion date for the Terminal Improvements, per discussions between the parties. Contractor and Owner will use every reasonable effort to mitigate an extension to the Terminal Improvements and the overall program and Contractor is entitled to request additional compensation should the time for completion extend beyond the original approved Baseline Schedule Dates. This narrative summarizes the major assumptions required in order to accomplish these project milestones. TIA #2- Incorporation of Communication Ductbank additional scope work activities The phasing plan and critical path of the approved baseline ✓ ' ' " ✓ '� �� schedule included provisions to allow Installation of a new �✓ �i' ` ', ' ' / '' ' ✓, °r � !r ✓'� i -i/r ! ✓ 77t- communication ductbank as -� � � �.✓ �� called for in the Contract ' Documents prior to removing ; � ✓ ' ' ✓" �; a✓%;- the old ductbank. Removal of the old/existing ductbank is a predecessor to completingJJ piles and foundations along . T11= . column lines Al-Al 0. During construction of the new ductbank and preparations for switchover several unforeseen conditions were discovered. RFI 113 identified unforeseen utilities in the existing communication ductbank that required tracing and confirmation of abandonment prior to removal. RFI 132 identified an existing grade beam in conflict with the proposed route for the new telecommunication which was not shown on the drawings and RFI 137 identified elevation discrepancies for the manholes all of which had to be resolved prior to completing the new ductbank. These unforeseen conditions added work activities to the critical path and caused the overall Concourse A substantial completion date to extend by 62 calendar days. The JV and Airport have agreed upon a 60-day time extension to Concourse A, however the Airport has requested that the overall project duration be maintained including the Terminal Improvements works, while the parties use every reasonable effort to mitigate the need for an extension to the overall program completion. DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 3. Baseline Schedule 1502 M O 47 - U E 0 o - o m . 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N N N NLL co C a yE 0 0 0 LL Z Z o LL LL 0 i N 0 o m m m m a�c 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — — — — — — — — — — — — — < < < < L 00000 0_0000 00 - � m� Q M c N °o O + p R — N i C N � L � N H N A N Y 0 y � o U) o m o E =s M LLa° t.o. am >= -= da OE u rGxE�i GxE 3 d0o ' E o d z o o U U 0 asUw ° ° E o E ° }° o o m o o LLoE o °o o i in in Q m U LL Q m x 7 c) n S m i m m m > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ¢ a` a a` a` a`..a` a` a` a`. a a` a` a a` a` a`..a a` a` a` a` a` a`..a a` a` a` a` a`.. M M w N N m ti ti Q O _ M N N 00000000000000000000000000000000 QQa 00 w C T J 0 y w 5 Q Q 01Q 0 C, DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 5. RFI 78 1542 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF N w t U L F 9 U I L 0ING NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and KE ST'AR 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 #78: West Side GPRS Findings Report Status Closed on 02/09/23 To Christopher Kopec(McFarland Johnson, Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) 9100 South Dadeland Blvd, Suite 600 Miami, Florida 33156 Date Initiated Feb 2,2023 Due Date Feb 9,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Alex Hyppolite(NV2A/Gulf Keystar JV) Copies To Oscar Benito(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Thursday,Feb 2, 2023 at 05:56 PM EST Please see findings from GPR taken on the west side of the apron that was removed between Col. 1-10/A-D. Does the design team have any further information to support what these existing underground items are? See attached CAD files for further supplementation to the GPR scan taken of the apron. Attachments WA523363_EX01_cad.zip,West Side GPRS Findings Map.pdf Official Response EResponsem Christopher Kopec McFarland Johnson,Inc.on Thursday,Feb 9, 2023 at 08:24 AM EST es not indicate any underground utilities in these areas. Areas of concern have been discussed with the hile they believe the items are abandoned,they are not entirely sure. If it appears items may interfere with ies or foundation work,please proceed with a"soft dig"around the areas of concern until a final determination and items can be safely removed if necessary. All Replies Response from Christopher Kopec McFarland Johnson,Inc.on Thursday,Feb 9, 2023 at 08:24 AM EST The survey does not indicate any underground utilities in these areas. Areas of concern have been discussed with the Owner,and while they believe the items are abandoned,they are not entirely sure. If it appears items may interfere with proposed utilities or foundation work,please proceed with a"soft dig"around the areas of concern until a final determination can be made and items can be safely removed if necessary. NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 18,2024 06:54 PM EST 1543 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1D8-700FA10EC3AF F ®090 0i'm 3<§ imp `® a g= Z d n�u WW sa 9 oo R III m� r�3��$i o�JN odjo Q - Lh C tl d Z @ gwa9 �_ _ J Rc� C, �a�J s'=o�o�e w �•® cgs J v s Q `^Z j o w}Of o. PHU �w oz ' �� 8 3 0 w z 'Z `z `a ;z 5wa s � a w a z k LL 3<Qa�s a< ..: ffi o aes� y® �_ pg �m� 8<� 8: BLLd S�3�t,8'ft8 6F23€� Y ' I v ��I I i��!,I II (IA"'I � hI'11IIIIIIIII� Ij/ r✓ //i/ii I, / p 01 7 • r1 , N At, , ee 9 D !ijr �, r✓ ��r<o r tifiN �A�r/ / r n .r r. u N J/Ir jr m r✓ n / I riy r✓ Il 4 ii//// 1544 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 6. RFI 79 1545 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF N w t U L F 9 U I L 0ING NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and KE ST'AR 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 #79: East Side GPRS Findings Report Status Closed on 02/09/23 To Christopher Kopec(McFarland Johnson, Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) 9100 South Dadeland Blvd, Suite 600 Miami, Florida 33156 Date Initiated Feb 3,2023 Due Date Feb 10,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Alex Hyppolite(NV2A/Gulf Keystar JV) Copies To Oscar Benito(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Friday,Feb 3, 2023 at 03:38 PM EST Please see findings from GPR taken on the east side of the apron that was removed between Col. 12-17/A-D. Does the design team have any further information to support what these existing underground items are? See attached CAD files for further supplementation to the GPR scan taken of the apron. Attachments WA523363_EX01_cad.zip, KWIA-GPRS Findings Map-East Side.pdf Official Response EResponsem Christopher Kopec McFarland Johnson,Inc.on Thursday,Feb 9, 2023 at 08:25 AM EST es not indicate any underground utilities in these areas. Areas of concern have been discussed with the hile they believe the items are abandoned,they are not entirely sure. If it appears items may interfere with ies or foundation work,please proceed with a"soft dig"around the areas of concern until a final determination and items can be safely removed if necessary. NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 18,2024 07:16 PM EST 1546 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1D8-700FA10EC3AF n LO LO O L UP. 51 Hall ; Z h :1" e-M ups m a ° 4 H z g of 0 1,�a!il �` ��38 cgi 9 o2a ®o �` �I w�o� - 3�z� CD dun zg s s �B € e �ag k O LL MIT 1 M I rl I "MOM f f Vr if r, . ri 1 OrN if r it r r i ` w i � l Iw r irr i"` r jME........r �i b M DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 7. RFI 100 1548 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF w rULw BUILDING NV2A/GulfKeystarJV Project:20-2039-01 KWIA Concourse A and KEYST'AR 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 #100: Unforeseen Underground Utilities Status Closed on 03/15/23 To Christopher Kopec(McFarland Johnson, Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) Joseph L. Petzack(McFarland Johnson, Inc.) 9100 South Dadeland Blvd, Suite 600 Kirk Boothroyd(McFarland Johnson, Inc.) Miami, Florida 33156 John Mafera(McFarland Johnson, Inc.) Date Initiated Mar 6,2023 Due Date Mar 13,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Alex Hyppolite(NV2A/Gulf Keystar JV) Copies To Oscar Benito(NV2A/Gulf Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar JV),Jose McSherry(NV2A/Gulf Keystar JV), Antonio Pinto(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Monday, Mar 6, 2023 at 04:33 PM EST See attached. Please review unforeseen underground utilities and exploratory digging report and provide a directive for items 1 through 6. Attachments Unforeseen Underground Utilities Table.pdf,2023-03-01 -DRAINAGE AND UTILITIES GPR-1 to 30 Saale.pdf Official Response Response from Christopher Kopec McFarland Johnson,Inc.on Wednesday, Mar 15, 2023 at 08:49 AM EDT Remove abandoned utilities discovered at location#1 &#5,test ductbank at location#2 and reroute if live or remove if abandoned, reroute live ductbank at location#4 as required to avoid conflict with proposed new work,all on a time and material basis. No further action required at location#3&#6. All Replies Response from Christopher Kopec McFarland Johnson,Inc.on Wednesday, Mar 15, 2023 at 08:49 AM EDT Remove abandoned utilities discovered at location#1 &#5,test ductbank at location#2 and reroute if live or remove if abandoned, reroute live ductbank at location#4 as required to avoid conflict with proposed new work,all on a time and material basis. No further action required at location#3&#6. NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 18,2024 07:52 PM EST 1549 DocuSian Envelope ID:A0378BEE-5AA0-4B5D-B1D8-700FA10EC3AF Ogg 6 , , r �a f i r � J� 4 TT P � I r r � I I � .h fl i r � � I a 4 yr � d r I C r M�77 ! k I f f l �u a f FPS ry r t 1 YYYrrr N r"I a. 41 i r k, 4, 0 T ,IW 10 4 s ud m J 11 u� ge �I DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF Unforeseen Underground Utilities and A/E & Airport Exploratory Digging Report Directive to JV 1. During exploratory digging unknown utility was exposed. Utility is abandoned and needs to be 100 removed because of conflicts with future work. 2. During exploratory digging unknown ductbank was exposed. Ductbank needs to be tested (Active? or Abandoned?) and 100 % relocated or removed because of conflicts with future work. 3. During exploratory digging no utilities were N/A found at this location. No further action required. 4. During exploratory digging live ductbank was exposed. Ductbank needs to be 100 % relocated or removed because of conflicts with future work. 5. During exploratory digging unknown utility was exposed. Utility is abandoned and needs to be 100 removed because of conflicts with future work. 6. During exploratory digging no utilities were N/A found at this location. No further action required. 1551 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF N LO LO 8. RFI 113 c 4 I i! f DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF M 1.0 1.0 U U L w 9 0 t L 0 1 N. NV2A/Gulf Keystar JV Project:20-2039-01 IKWIA Concourse A and M. 14(EYST*R 9100SOL111hDadeland Blvd,Sulte600 Terminal Improvements Program NV =amn Miami,i"'lorida 33156 3941 South Roosevelt Blvd. P.(786)233-506,0 Key West, Florida 33040 RFl #113: Unforeseen Telecorn Services in Existing Manholes Status Closed on 04/04/23 To Devin Shapley(McFarland.Johnson, Inc.) From Alex'Hyppofte(NV2NGulf Kaystair JV) Frodedrk Mock(McFarland Johnson,Inc.) 9100 South Dadeland Blvd,Sulte 600 Christopher Kopec(McFarland Juhfo�iun'IT uu') Miami,Florida 33,156 Charles Howe,(McFarland Johnson.lnc,) Tyler Bethel(Key West International Airport) Philup Joerdens(Atkins,North America,Inc.) Serafina Schwerer(Atkins North America,Inc.) Anthony TSUI(McFadand Johnson,Inc.) Date Initiated Mar 29,2023 Due Date Apr 5,2023 Location Project Stage Cost Impact Schedule Impact Spec Section CostCocle Drawing Number Reference Unked Drawings Received Frown Alex'Vela zquez(Flordia Keys Electric Inc.) Copies To Oscar Benito(NV2A,/Gulf Keystar,W),Gustavo Lazaro(NV2A/Gulf Keystar J�V),Antonio Pinto(NV2A�Gulf Keystar,IV),Mansour Sadagari(NV2A/GwIf Keystar,W) Trade NV2A]Gulf Keystar JV Page 1 of 2 Printed On:Dec.5,20,23 10:29 AM EST DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF Iq W) RF1#113-Unforeseen Teiecorn Services In Existing Manholes Project:20-2039-01 I(WiA Concourse A and Terminal Improvements W) Program Activity question Question from Alex Ildyppolite NV2A/Gulf Keystar JV on Wednesday, Mw 29, 2023 at 05.-49 PM ELIT In inspecting the existing manholes (EMH-1, ENIH-2 and EMH-3) there are certain site conditions illustrated by the discovery photos provided by FKE in the attached Field Observation Report that need some clarification. The scope of the existing and new fibers per drawings C-200, EY100 and EY101 state to demo the existing manholes EMH-1, EMH-2 and interconnecting ductbanks since they are in Conflict with the new foundations for Concourse A. Please advise on the following items as it regards to the Contract Documents and the inspection report by WE as follows: Please note that there appears to be a fourth existing Fiber Optic Cable within the UG Conduit from Room #118 (lDF-Admin) to CBP (Refer to fourth (4.) picture for EMH-1 in the attachment). Please advise if this is abandoned and can be removed. 2, At EM�H-1 the are other Multiple other data trunks within the additional 3-4"C's - ALL in same existing ductbank - please confirm, these cables are to be removed when intercepting the ductbank with the new manhole EMH-1 . 1 Discovery of at least Qty, 5-6 (unverified) Fiber Optic cables routed through EMH-1 via the west facing wall, towards AARF/ATCT or other(s). Please advise how FIDE is to proceed are these to be demoed. 4. EMI-(-2 please Confirm existing cables to be removed and only the 3-fibers are replaced with the new (Refer to pictures related to EMH-2). Please advise. Attachments EXISTING MANHOLE FDIC l.OG-rev,pdf,EYIOO—COMM,SITE.REMOVAL PLAN Rev(I,pdf Official Response Response from Anthony Tsui McFarland Johnson,Inc.on Monday,Apr 3, 2023 at 06:40 PM EDT 1. The fourth existing fiber optic cable noted on the attachment is not a fiber optic cable. It is noted as a 2-pair copper cable on one of the callouts of 41EY1 00.This cable terminates in a terninal block directly above the fiber pull box, please see attached photograph where you may follow the cable and see its abandoned terminal block, 2. It is believed that many of these cables are abandoned or left over from previous projects on the airport throughout the years.Perform field Investigation to trace and verify that these utilities have been abandoned prior to ref roval by means of T&M. 3. See above note 42. 4. See above note#2, Please note that the existing manholes have both COMMUNG3t[On cables as well as power conductors for the existing mast lights.Refer to ELI 01 &ELI 02 for scope related to tracing and Intercepting existing lighting circuits. Attachments 9 F1013 Sketch,pdf All Replies Response from Anthony Tsui McFarland Johnson,,Inc.on Monday,Apr3, 2023 0106.-40 PM ED,T 1, The fourth existing fiber optic cable noted on the attachment is not a fiber optic cable.H is noted as a 2-pair copper cable on one of the rallouts of 4&Y100, 'I"hils,cable terminates in a terminal block directly above the fiber pull box. Please see attached photograph where you may Wow the cable and see its abandoned tertminali Nock. Z it is believed that many of these cables are abandoned or left over from previous projorts on the airport throughout three years.Perform field Investigation to trace and verify that these utilities have been abandoned prior to removal by means of T&M, 3. See above note#2. 4. See above note#2. Please note that the existing manholes have both communication cables as Welt 85 power conductors for the existing mast lights.Refer to ELI 01 &ELI 02 for scope related to tracing and Intercepting existing lighting circutts. 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I n w �;" I I ' CO I I ." CL U. q f LU I a CL W i P < 1 Y ° cc I r lay N t l R ( rr Md�d�f rif fAw, AJI y kk lour gg Me, rl i i t A rir u u riii�i r� ✓ r r ✓y I r r W 1 '�/% ",� L". �'.( l✓�/�r! / ref° a Di/ %/iri//fir 1 gg' DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF I ti 1 Lc) 1 � r w I b J�/ N u !iM 1 N % 1 N 1 N N r � Iiirrr! 1 i N ° N ,1 _ - - - - - _ � —_ - - - r. ..�.. - - ... ..,,,� - - - .,.., - - - - r I ,,, 112 1 Ned��9 � r '��yi'ro n � �, ' r ;�'r ,4�a'•1!� ulq i ablk " / kgr t 1 r � o VI I i � r m, lll I � 1 l:�r„fin„ ttl .NL:1 mn wna. r rw: r 1 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 00 SINEINIAOUld -VNlVA8A.Lg v zisunO 0 N 00 ABA, a LO AD)i'PAW J�QA,33GOH 1,3 16VF D NOIIVIIAV::::IO.IN��nl.UVd3O)dNno,)IOUN'OVq 3iN1 iSaM Z LHOdHIV IV N 1 NON,I.VNU ti M H ly xe,/ 09 ell, 6 f I E Ob < 13 L L1 D r S ...... _0 m A, ........... M (d D 4/ DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF LO 9. RFI 132 I DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF C) 00 L0 GuLf UUMBOG Nv2AiGulf Keystar JV Project:20-2039,01 KWIA Cnricourse A and KC—YST*R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program NV K Mri Miami,Florida 33156 3941 South Roosevelt Blvd. R.(786)233-5060 Key West,Florida 33040 RF1 #132: New Proposed Manhole (MH-1) Location Status Closed on 04/25f23 To Devin Shapley(McFariand Johnson,Inc,) From Alex Hyppolite(NV2AJGuIf Keystar JV) F rededck Mock(MuFar kind Johnson,Inc,) 9100 Snr ith Dad land Blvd,Suite 600 Christopher Kopec(McFarland Johnson,Inc.) Miarni,Fk)(ida 33156 Anthony Tsui(McFarland Johnson,hic,) Phifip,Ioerdens(Atkins North Arnerica,Inc.) Serafina Schwerer(Atkins Norlh America,Inc.) Date Initiated Apr 18,2023 Due Date Apr 25,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Jordan Collins(Florida Keys Electric the.) Copies To Gustave Lazaro(NV2A/Gulf Keystar JV),Jonathan Pena(NV2A]GLJlf Keystar JV),Antonia P4ita(NV2AlGulf Keystar Jv), Mansour Sodagari(NV2AIGu!lf Keystar,W) Trade Activity Question Question from Alex Hyppolite NV2AIGulf Keystar JV oil Tuesday,Apr,18, 2023 at 02:30 PM EDT Upon further site investigation and to reduce the downtime of the new fiber installation and switchover per drawing EY1 00 and EY101, we hereby want to confirm that is acceptable to shift the new manhole MIH-1 shown on the attached sketch to the east of Stair 401 and, then intercept the existing dUctbank heading south into the building. The plan is to use the inactive existing conduits to pull the new fiber cables while the existing fiber rernain in place until the switchover and then the existing fiber will be removed. Please confirm the proposed layout for the new manhole and dud tbank is acceptable. Attachments COMM MH&DB PROPOSED LAYOUT 04-12-2023,pdf Awaiting an Official Respons e All Replies Response from Serafina Schwerer Atkins North America,Inc.or)Thursday,Apr 20, 2023 at 01:54 PM'EDT No exceptions taken to the proposed ronstructimi,revIslons based on the,attached""Comma MH&DB Proposed Layout" markups provided as,part of Oils RFI,, NV2ANGulf Keyslar,JV Page I of 1 Printed Ow Dec 5,2023 10:43 AM EST DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF oo ..... Lc) 1 6 I � r r ✓ �a a a P��;.m : i 111 , i � I (il �� " " ' �, 1 1 m it �mI ._ �. rn �"p ... rn �. �w N IX i� 1 ITt IXI SEE i ) 1 ✓ a,.. A i V" '#I ' M tl, �ai 6 A I � '�� e r ti Cj Cw El i v J IdmI { � a / fJ U' it 'yr.9 �tlY h 22:.D(JCU�TgCJE ON SHE ,.. rf { e Z a mlfM RH 0 c DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF N 00 LO s %� 0 ,h it a Z > t rn i 0 x rd m 4�^ & �I°)ti� j � r f > U B"9 , p c) �a I ) y 00, > �gy^� QU Cq re 0 rn rIM , y T1 D iar 0 I711 m "s n1 r ,., �uvm rn 1 � i d C ... u co C 6 " g N�E _.1 cri !T1 Ez y z r I w I �V'I rr7 1) ir" ... 55 z do RIli � o tl�All�n I R M5 P!N I`5 ymm - pp Q'b xe,im Y^ Gl'i ,w" Ifm�d w dci r ✓"'a f� Z" T)71 v M 49 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF M LO ! L9 � fry fir i m > 3 d � P q° � /i% 0 V"6°q Unq ' .. m i CO A m tl"VY �." �f Il Aj g qrd 0 q ',M el r C ffl �''II(II11� �l Ir fJ' 10 Z -4 0 d a n y q q f r!n � I . qq �M I Y II rn „ " �;, jl r ro 11 '"fir oi�uim�uwi IN �..,� I la yir ��N��r�'p„'a'G9+N➢u �l &&I 11/D yp Itl'I �� y� Jl G 1i � // / ij "- g DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF d' 00 LO 10. RF 1132- 1 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF L0 00 L0 oULF BUILDING NV2AIGulf Kaystar JV Prnjnrt: 20-2039.01 KWIA Concourse A and Rr=YST*'R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Prograrn NV K =10 Miarni,Florida 33156 3941 South Roosevelt Blvd, P:(786)233-5060 Key West, Florida 33040 RFI #132.1: Deletion of West Telcom Manhole MH-1 Status Gliosed an 04/25123 TO Devin ghapley(McFarland Johnson,Inc,) From Alex Hyppolite(NWA/Gulf Kaystar,W) Frederick Mock(McFarland Johnson,Inc.) 9, 100 South Dadeland Blvd,Suite 6010 Christopher Kopec(McFarland Johnson,Inc,) Warril,Florida 33156 Anthony Tsui(McFarland Johnson,Inc.) Phillip Joerdens(Atkins North America, Inc.) Serafina Schwerer(Atkins North America,Inc,) Date initiated Apr 21,,2023 Due Date Apr 28,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Jordan Collins(Florida Keys Electric Inc.) Copies To Gustavo Lazaro(NV2AJGulf Keystar JV),Jonathan Pena(NWA/Gulf Keystar JV),Anionic,Pinto(NWA/Gulf Keystar JV), Mansour Sodagarl(NWA/Gulf %ystar,W) Trade Activity Question Question frorn Alex Hyppolite NWAIGolf KeystarJV on Friday,Apr 21,2023 at 12:04 PM EOT Upon further review and walkthrough with airport operations, it was diScUssed the possibility of eliminating manhole MH-1 altogether and just tie-in the new ductbank with the existing ductbank south of the existing manhole. If there is no particular technical reason for having this manhole, this option will shorten the installation filme in the bag claim area and be less disruptive of the airport operations. Please review attached sketch with revised plan and advise if acceptable. Also, please see attached email correspondence from Airport Operations. Attachments AVporl operarkins Correspondence,rdf,2023_04_20 COMM Mt-f&D8 PROPOSED SITE DEVIAPON OPTIQON.pdf Official Response Response from Serafina Schvverer Atkins North America,Inc.or)Tuesday,Apr 25, 2023 at 09:23 AM EDT Based on the information provided and Airport agreement,no exceptions are taken to eliminating MH-'I altogether.The design intent of this marrhole was to allow for a future connectionMevelopment.A manhole can be Installed in the future under a future project,if there is a need. All Replies Response from Serafina Scihworer Atkins North America,Inc.cn Tuesday Apr 25, 2023 at 09:23 AM EDT Based on the information provided and Airport agrooment,no exceptions are taken to eliminating MI-1-1 altogether.The design intent of this manhole was to allow for a future connec6c)n1development.A mantiole can be installed in the future,under a I'Lfture project,if there Is a need, NV2NGulf KaYslar JV Page 1 oft Printed On:Dec 5,2023 10A4 AM EST DocuSign Envelope ID:A0378BEE-5AA04135ID-131 D8-700FA1 CEC3AF (D 00 Alex 1� f )I polite From: Alex Hyppolite Sent: Friday, April 21, 2023 11:51 AM To: Alex Hyppolite Subject: FW: [.Exterriall BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 Attachments* COMM MlA & DB PROPOSED SITE DEVIATION OPTION.pdf From; Bethel-Tyler<Beth,eL-[yLeiLC -F Li�MonroeCoun L,,Gqv> Sent: Friday,April 21, 2023 10:38 AM To: Oscar Benito <obepjtcp -is CWM Cc: Hawks-Chris <hawks-Ch IL oeCounty-ELggv>; Chi .topher Kopec<ck @ LJ&A a .. Subject, RE: BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 Oscar, This method is good with the Airport.This will help with our daily operation and minimize the irnpacts to the tug routes. Just to confirm, all work will be completed at night and steel plates will be placed after every work shift for the daytime operations, Please let us know once the dates are confirmed for the installation. Tyler Bethel I CBC Deputy Director, Airport Facilities& ConstruCtioirl MgM,t, KeyWesit 3491 South Roosevelt Boulevard Key West, Florida 33040 305-797-2006 mobile 305-809-5214 office Bethe I-Tyll e rCaL)i1Li L:Ln roe qpj!�-fl gov From:Oscair Benito, �Lb_el Sent: Friday,April 21, 2023 8:20 AM To: Bethel--Tyler<B +,T e L,Gov> Subject: BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 CAUTION,This email originated from outside of the County. Whether you know the sender or riot, do not click links oi- opera attachments you were not expecting. DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF ti 00 u7 Tyler, Proposed payout for MH and ductbank at baggage tug,route attached. Let's discuss. Thank you,. Oscar Benito al email, Becareful when clicking links r o .. r ., _ y n�enun attr�cp��n�eu�ts. p�in du�.wb�: contact a�wti�rw:��p�as p�a al�� d�. teru� � "� Desk, �tr�� Service �s�, I 2 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 00 00 Ld Z 0 1lix �. � day.: ' - Y�G Cg iCL C''ua of ¢y� PF J ". LLB ups t /e ✓ l j %/ �7' id 6up ��Wj LI R ry- (14 MIN 1 16- 1 uj W Lu A 0iO (14 k': xg p r / / mod o� Ji gff LL JO r i1 lr %I%f�k l/ II Ole It r w J k l�ii /,r DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 0) 00 Dip DZ Id Z'0 m -j -I - i LU j HA m < ZI Oa IJ 0 wc�fZZ W F" (n (.5 4h V) (z 01�uj z z 0 P�� "'F 'q z r'n rc� I'm M UJ 00 c) -'D D rm 0 0 IT- LU 0 U- LU Z I'M ru 0 V)r Lid z a ca "T Cr 0 w ra C) 0 Z- 'xu TIrr" A 71 r2 7% UJ '04. 41 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF O O LO ,P�r��9r✓rr✓� �� 4d�4��'� r��r�"�Ya'Y'r�l �1�7 � ra@ / or ��d�$ndr W��l/e1 W� d� �,my � 7 it � Nib � + a V � r � r ! �� a�i� �✓r/"y�°� » x r` 4 (If,(,., � � '� WSW �"� f free, y '�# � � re�iv�al r�vu Ji � ✓ /� CO '" A :-� O.W� 9 G 9 � � fi "r a yW Ja drY d w a reWdd'i '�ro-diwY» d�� " ." a) in a d t�re y air ra4 dljr /dr t Vr r/yX/rCE W. re a f m ib as a reed fi� +� l"m 5r as sau N f� frf �i r (ff /i ra�r�s n�tar redo r rrn�s;'btr a°are e�w. re via r»;."n'+a P' G�J�Fd"'di"' .. 9✓%idrl 'r'�`i� .,,,A I"Jm �r„ lip /g! 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M ua r ✓ ' f r/ 'A" ui Ud m ' `'/✓i '�/� l// ,/r/ill/�` it,/!l� ,�:` + ro Y r 11 JG 1 "'w� ° , ; �' r'j / 1��11 �'D�J �� p 0 f fJfl J r o cl r? , f I r r gk r IA r of Vol 1 f ; 1 '" DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF M M LO uj ILU c u a:: r// a f 0 z z 4V) 4J <r ff) �l plk V) IU %p VI ��IY iI�IIIII�I�II�Iolill�l��°��Vl711 II' IN, jil Vlr±l r'V�'iVpl�, - L1 NNE r LU i rr �' Dr, a W � I II nun a? <, o J!mui z' tl b 4, P a uj 0 r Z u.0 to LQ u nr� 9A r7 t �t J. jjjF" .,��w�/,� i; fiJC CL 9 Lill i� Or d.w uu F r Zjur V�71 0 OV Ali p I h r r' U52 r r DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF d' LO 11 . RF 1137 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF L0 0) L0 OW' MLOINC NV2A1GuIfKeystarJV Project:20-2039-01 KWIA Concourse A and ..". KGYST*R 0100 South Dadel-and Blvd,Suite 600 Terminal Improvements Program NV K ==n Miami, Florida 33156 3941 South Roosevelt Blvd. P�(786)233-5060 Key West, Florida 33040 RFl #137: Communication Manhole Elevations Status Closed on 0510,1123 TO Devin Shepley(McFarland,Johnsan,Inc.) From Alex Hyppolite(NV2AIGulf Keystar JV) Frederick Mock(McFarlandJohnswi,inc,) 9100 South Dadeland Blvd,,Suite 600 Christopher Kopec(McFarland Johnson,Inc.) Mian,fl,Florida 33156 Charles Flowe(McFarland Johnson,Inc,) Anthony Tsui(McFarland Johnson,Inc,) Philip Joerdens(Atkins North America,Inc,) Serafina Schwerer(Atkins North America,Inc,) Date Initiated Apr 21,2023 Due Date Apr 28,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number C-902 Reference Linked Drawings Received From Jordan Collins(Florida Keys Electric,Inc.) Copies To Gustavo Lazaro(NV2NGuH Kaystar JV),Jonathan Peria(NN12M'Gulf Keystar JV),Antonio Pinto(NV2A/GUIf Koystar JV), Minsour Soclagarl(NV2A]Gtj!lf Keystar JV) Trade Activity Question Question from Max Hyppolite NV2AIGulf IKeystar JV on Friday,Apr 21, 2023'al 01:57 PM EDT See attached. The recently received drawing C-902 from the Conformed Set dated 1/13/2023 does not show the cornmunication/electrical ductbanks and manholes noted in the previous permit set drawing C-902 dated July 15,2022. Also, the pavement elevations were revised in drawing C-600 dated 1/13/2023 from the 7/15/2023 version. Please advise on the final elevation for the manholes noted in C-902. (Please note that RFl #132 shifted the communication manholes on the west side). See attached sketches indicating the above referenced changes, Please advise. Attachments COMM MANHOLE SITE ELEVATION,DISCI~ EPENCIES.pdf Off i,cial Response Response train Serafma Schwerer Atkins North America,Inc.on Monday,May'l, 2023 at 05:02 PM EDT Revised conformed documents will The issued to resolve the plan discrepancies as a result of ffie vertical daturn switch back and forth,as required for the permitting documents.Please note that the vertical datum shail remain NAVD88.In the interlm, please refer to the plans dated July 15,2022(pre-permit)for all final elevations for the drainage,electrical,and communication manholes, NV2A]Gulf Keystar,v Page 1 of 2 Printed On:Dec 5,2023 10:45 AM ES'I" DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF tG RFI#137-Communication Manhole Elevations Project:20-2039-01 KWIA Concourse A and Terminal Improvements L0 Program All Replies Response from Serafina Schwerer Atkins North America,Inc.on Monday, May 1, 2023 at 05:02 PM EDT Revised conformed documents will be issued to resolve the plan discrepancies as a result of the vertical datum switch back and forth,as required for the permitting documents.Please note that the vertical datum shall remain NAVD88. 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DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF O ............... ...... ........................................................................ .............. .......... INUMV WNUIJXNH�-JiM i��JM AJA P P 'A me S, fm C oi 1 l ac 1, 1 MMMAV JO 1N3Vq.11JVd_10),LNn00 DDLINM tn A .... ......... .................................................................. ......-------.........—------ ............................................................... two 1b a 5 1 lot it M49 1 1 oil Q CNI Y .1 1 1 11 - 1 1 q 1 , JIM RUN if 1 1 11 ill into 11 Hui H1 1 on, 1 UH 1 1 A HIP M yj �� M DIN , U1 WHIM 11 R, NO n! HP I I Of 11H 281 1 11 lu 100111 i U Nip N q! 1 1 1 n I g! Ionia ! i IN H-V K HE "U" din it in"FIND i ; I All my I 1, 4 P arm NP �gW E RIK NNW 1 lull, 11 11 V i f r. v; 4 rJ1 e� FT6 1XI U MY on. (AC). ...................... On- -lop. ......................................... ...... ..........- ..................... ao ............ .................. .......... ----------------- ------------- DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF 12. RFI 142 1602 DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF NV GULF gUILDING NV2A/GulfKeystarJV Project:20-2039-01 KWIA Concourse A and T' '" 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 #142: Unforeseen Foundation at base of Aluminum Canopy Status Closed on 05/08/23 To Devin Shapley(McFarland Johnson, Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) Frederick Mock(McFarland Johnson, Inc.) 9100 South Dadeland Blvd, Suite 600 Oren Guttmann(McFarland Johnson, Inc.) Miami, Florida 33156 Christopher Kopec(McFarland Johnson, Inc.) Serafina Schwerer(Atkins North America, Inc.) Tyler Bethel(Key West International Airport) Philip Joerdens(Atkins North America, Inc.) Date Initiated May 1,2023 Due Date May 8,2023 Location Concourse A Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number SD-101,SD-111 Reference RFI#132.1: Deletion of West Telecom Manhole MH- 1 Linked Drawings Received From Alex Hyppolite(NV2A/Gulf Keystar JV) Copies To Gustavo Lazaro(NV2A/Gulf Keystar JV),Jonathan Pena(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Trade Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Monday, May 1, 2023 at 04:25 PM EDT See attached. In preparation to tying the new ductbank into the existing ductbank(as shown in RFI#132.1: Deletion of West Telecom Manhole MH-1)we have encountered a foundation at the base of the aluminum canopy columns that is not shown in the drawings.This existing foundation extends through the base of the columns further west than shown in the drawings and conflicts with the installation of the new ductbank(See attached drawing). Drawing SD-101 shows(6)5'x 5'x 5'concrete foundations to be removed and drawings SD-111 shows the aluminum canopy deck to be removed. Please advise if the aluminum canopy and foundation can be removed in order to install the new ductbank. Attachments Aluminum Canopy Foundations RFI.pdf, ia_concourse_a_and_ter inal_i prove ents_progra -rf#132.1- deletion_of west_telcom_ anhole_ h-1-202305011755.pdf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Philip Joerdens Atkins North America,Inc.on Monday, May 8, 2023 at 09:26 AM EDT In coordination with McFarland Johnson,contractor shall core separate holes through the concrete for each conduit.The concrete mass shall be left in place and not removed as removed for the canopy foundations on SD-101. Dimensions and elevations of the concrete to remain and ductbank should be clearly marked on as-builts. Exposed surface concrete as part of the canopy foundation shall be left in place and not removed as part of the apron replacement;new slabs adjacent to the exposed foundation shall be field adjusted to tie-in to the foundation elevation where slabs meet and all other proposed elevations of new slabs shall remain as shown on the plans. NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Jan 18,2024 08:10 PM EST 1603 8 � m�� S1NDADAOHcJAI-lVNIAUDi 8 V Dsun00N00 6 z z a� m 'a�n n iHOcJHIV-lVNOIlVNHDiNIisDm)vDN @ �� O a �,, _ ObOEE��'lsa/y�AaJi�P^I9 JI-E)SOOH S 46bE p j z 0 M-WpOg N xN \ flea _ NOIlVIAV JO iN3AiHVd3(1)dNnoo 3OHNOW w LL a s ----------------------------------------------------------- --- w " w a, ." a3 0o e m o .m N 0o x / ('w) 0 5 -�w� ¢ �w� a O MOM O LL o go w �w o� as O O �xgo30 � " O Oxo o a � 3 O ma O O w LU LL Il' r 3 I DocuSign Envelope ID:A0378BEE-5AA0-4B5D-B1 D8-700FA1 CEC3AF jjfi 1 ✓ ImwmmfyyHrtil4�orr /Wf�f�/;�I�iw✓>/i7r s9 r�:r�l�7�r �rfir� u � � ,, �ti;,�uil�r rir r/ior�r //�iwollvn�frr��tn ril Y p �.,, � „ p a' r�/ r %i/iiiiiai // ,rr,,,,;.,,,, � r % ✓ }ills Y(¢rr�1G /% "?mkuVl /v/i/ �U/iiir�ri%/llri��%��i' /r�%��%/%��i ��%��r /r' �1 ✓(�Hr/Il ✓//%/// D//�j / ,!/�/l�j��,�� %��"� '��/,��/// Gr/ 1D/�lr/'/r n �;Yd1�) � r f r / / /r/',; / �jr/mow,%�////��i/ ,��! 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From Alex Hyppolite(NV2A/Gulf Keystar JV) Frederick Mock(McFarland Johnson, Inc.) 9100 South Dadeland Blvd, Suite 600 Christopher Kopec(McFarland Johnson, Inc.) Miami, Florida 33156 Anthony Tsui(McFarland Johnson, Inc.) Philip Joerdens(Atkins North America, Inc.) Serafina Schwerer(Atkins North America, Inc.) Date Initiated Apr 21,2023 Due Date Apr 28,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Jordan Collins(Florida Keys Electric Inc.) Copies To Gustavo Lazaro(NV2A/Gulf Keystar JV),Jonathan Pena(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV) Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Friday,Apr 21, 2023 at 12:04 PM EDT Upon further review and walkthrough with airport operations, it was discussed the possibility of eliminating manhole MH-1 altogether and just tie-in the new ductbank with the existing ductbank south of the existing manhole. If there is no particular technical reason for having this manhole, this option will shorten the installation time in the bag claim area and be less disruptive of the airport operations. Please review attached sketch with revised plan and advise if acceptable. Also, please see attached email correspondence from Airport Operations. Attachments Airport Operations Correspondence.pdf,2023_04_20 COMM MH& IDS PROPOSED SITE DEVIATION OPTION.pdf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Serafina Schwerer Atkins North America,Inc.on Tuesday,Apr 25, 2023 at 09:23 AM EDT Based on the information provided and Airport agreement,no exceptions are taken to eliminating MH-1 altogether.The design intent of this manhole was to allow for a future connection/development.A manhole can be installed in the future under a future project,if there is a need. All Replies Response from Serafina Schwerer Atkins North America,Inc.on Tuesday,Apr 25, 2023 at 09:23 AM EDT Based on the information provided and Airport agreement,no exceptions are taken to eliminating MH-1 altogether.The design intent of this manhole was to allow for a future connection/development.A manhole can be installed in the future under a future project,if there is a need. NV2A/Gulf Keystar JV Pagel of 1 Printed On:May 1,2023 01:55 PM EPT 1606 DocuSign Envelope ID:A0378BEE-5AA04135D-131 D8-700FA1 CEC3AF Alex Hyppolite From: Alex Hyppolite Sent: Friday,April 21, 2023 11:51 AM To: Alex Hyppolite Subject: FW: [External] BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 Attachments: COMM MH & DB PROPOSED SITE DEVIATION OPTION.pdf From: Bethel-Tyler<.IB.t;ICI"I II.::::.I... .II"e"!r:. .�.11 l"�p"!rl"!r��"eCou�"!rL:�:Y:::aF"I[..." "ov> Sent: Friday, April 21, 2023 10:38 AM To:Oscar Benito <1b...irl"!iu o.(..ir9Y. : .xi!!::p.. ..II�.,"coirn> lCCc: Hawks-Chris<hawks hu6sV..............................oCo.u..rt . G.o...r> Christopher Kopec<cko ....c 6irc.coirrr> .. ......... . ............ ................................................. Subject: RE: BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 Oscar, This method is good with the Airport.This will help with our daily operation and minimize the impacts to the tug routes. Just to confirm, all work will be completed at night and steel plates will be placed after every work shift for the daytime operations. Please let us know once the dates are confirmed for the installation. Tyler Bethel I CBC Deputy Director, Airport Facilities& Construction Mgmt. KeyWest Internatio a@ I:rport 3491 South Roosevelt Boulevard Key West, Florida 33040 305-797-2006 mobile 305-809-5214 office Bethel-Tyler@ monroecounty-fl.gov From:Oscar Benito <�pll�" !rl"!isto.(.qar �xiiC pu p." p!rrr„> Sent: Friday, April 21, 2023 8:20 AM To: Bethel-Tyler<.B.t " Il::::.a�....yl"�"!r:. .�.11 "gip"!rl"!rip "��"u�"!rL:�:Y:::aF"I[.... "ov> Subject: BAGGAGE CAROUSEL AREA MH & DB PROPOSED LAYOUT, SITE WALK 4/20/23 CAUTION:This email originated from outside of the County.Whether you know the sender or not, do not click links or open attachments you were not expecting. 1 1607 000uSign Envelope ID:A0378oEE-5AA0-4o5o'o1o8-700FA1cEc3AF Tyler, Proposed layout for MH and ductbankat baggage tug route attached. Let's discuss. 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