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HomeMy WebLinkAbout42nd Change Order 01/31/2025 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 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.: 042 INITIATION DATE: 11/21/2024 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 $ 14,269,663.31 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 115,731,434.31 The(Contract Sum)(Guaranteed Mxium Price)will be(increased)bythis Change Order $ 739,860.81 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 116,471,295.12 The Contract Time will be(changed)by TBD 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 PCCO authorizes the scope changes as outlined in the approved PCOs 108,111,113,115,and 116,detailed below: •PCO#108:Includes the costs associated with installing new RTU's and the required electrical works at PBB's#1 to#7 for KWIA project(20-2039- 01). •PCO#111:Extended storage for Passenger Boarding Bridges and Fixed Walkways for Gates 6 and 7 at the Thyssen Krupp Airport Factory in Fort Worth,Texas. •PCO#113:Gate 8 Passenger Boarding Bridge piles installation in accordance with Gate 8 revision drawings(20-2039-01). •PCO#115:The costs for the furnishing and installation of 18 roof frames for HVAC systems on the Low Roof of the KWIA(20-2039-01). •PCO#116:Authorizes the furnishing and installation of 16 beams and 3 roof frames to support Condensing Units,Exhaust Fans,&Line Jacks located in the Terminal and Departures roofs for the KWIA project(20-2039-01). POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 108 FKE-PBB's 41 to#7 RTU's $ 405,189.13 111 PBB's 6&7 Storage $ 67,407.45 113 FF-Gate 8 Piles $ 116,160.00 115 Steel Fab-Roof Curb Frames $ 83,862.36 116 Steel Fab-RFI#353 Framing to Support Roof Mounted Equipment $ 67,241.87 Total: $ 739,860.81 This change order is 0.73% of the original contract price. Not valid until signed by Owner,Architect(if applicable),and Contractor El�a�ed r,y, 1/14/2025 1 14:31:30 PST ARCHITECT: DATE: DacuSigned by: DoctMSigned by: �... rt--' � � 1/10/2025 1 06:28:41 PST CONTRACTORS: s DATE: vlgned by: rK�'rl g 1/20/2025 1 09:59:43 PST EXECUTIVE DIRECTOR OF AIRPORTS F Jt",ti tf P DATE: Christine Hurley Digitally signed by Christine Hurley COUNTY/DEPUTY ADMINISTRATOR Date:2025.01.31 12:43:52-05'00' DATE: NROE COUNTY ATTOnNEY Ds E A AOVE �A4 FORM lk PED O J CA ASSII �t tdNTY ATTORNEY Date 1/23/25 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 �� sort DrrNu.�e�& Y T*fit PCCO #042 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 #042: PCO's 108, 111 , 113, 115, 116 TO: Key West International Airport FROM: NV2A/Gulf Keystar JIV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West,Florida 33040 Miami, Florida 33156 DATE CREATED: 1/07/2025 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Approved REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: 01/07/2025 INVOICED DATE: PAID DATE: SCHEDULE IMPACT: EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $739,860.81 Concourse A DESCRIPTION: This PCCO authorizes the scope changes as outlined in the approved PCOs 108, 111, 113, 115,and 116,detailed below: • PCO#108: Includes the costs associated with installing new RTU's and the required electrical works at PBB's#1 to#7 for KWIA project(20- 2039-01). • PCO#111: Extended storage for Passenger Boarding Bridges and Fixed Walkways for Gates 6 and 7 at the Thyssen Krupp Airport Factory in Fort Worth,Texas. • PCO#113: Gate 8 Passenger Boarding Bridge piles installation in accordance with Gate 8 revision drawings(20-2039-01). • PCO#115: The costs for the furnishing and installation of 18 roof frames for HVAC systems on the Low Roof of the KWIA(20-2039-01). • PCO#116: Authorizes the furnishing and installation of 16 beams and 3 roof frames to support Condensing Units, Exhaust Fans,&Line Jacks located in the Terminal and Departures roofs for the KWIA project(20-2039-01). ATTACHMENTS: KWIA Steel Fab PCO 116.pdf,KWIA Steel Fab - PCO 115.pdf,KWIA FKE - PCO 108 - Rev 01.pdf, KWIA PCO 111 TKAS PBB 67 Additional Storagep.pdf, KWIA PCO 113-FF-Gate 8 Piles.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 108 FKE-PBB's#1 to#7 RTU's $405,189.13 111 TKAS PBB's 6&7 Additional Storage $67,407.45 113 FF-Gate 8 Piles $116,160.00 115 Steel Fab-Roof Curb Frames $83,862.36 116 Steel Fab-RFI#353 Framing to Support Roof Mounted Equipment $67,241.87 Total: $739,860.81 NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 1/7/2025 03:39 PM Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 GAa I'.F SUUA.dtlNXdG " EYST*R PCCO #042 The original (Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $14,269,663.31 The contract sum prior to this Change Order was $115,731,434.31 The contract sum will be increased by this Change Order in the amount of $739,860.81 The new contract sum including this Change Order will be $116,471,295.12 The contract time will not be changed by this Change Order. €as os Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 51goned by,: Sdguned by; rdocai ned by: Docuftned by: E� 1019093B2ZAaAR7 d�v9.R13'nygE3dR _.SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 1/14/2025 1 14:31:30 PST 1/20/2025 1 09:59:43 PST 1/10/2025 1 06:28:41 PST NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 1/7/2025 03:39 PM Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 N 0 " M GULF BUILDING PCO #108 rM�=; .,EYST*'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 #108: FKE - PBB's #1 to #7 RTU's 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: 108/1 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: 11/21/2024 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: $405,189.13 POTENTIAL CHANGE ORDER TITLE: FKE-PBB's#1 to#7 RTU's CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) FKE-PBB's#1 to#7 RTU's In accordance with KWIA Gate 8 Drawings Revision,this change order authorizes installing new RTU's at PBB's#1 to#7 and includes the costs associated with the electrical works as per the attached proposal for KWIA project(20-2039-01).Cost breakdown and backups are attached for further details. ATTACHMENTS: Gates#thru#7 Summary-Rev 04.pdf # Budget Code Description Amount 1 26-.00.10.10.S Electrical.Subcontractor PBB's#1 to 7 RTU's $368,353.75 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $36,835.38 Grand Total: $405,189.13 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 .nfiPbr 9r',B 4,21NVA F `w M10"V"4Vo SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/21/2024 13: 51:10 PST 1/6/2025 10:59:02 PST 12/20/2024 15:58:55 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 12/20/2024 05:54 PM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1 OE48 Item Location Type Selling Price 1 Gate#1 PBB 41 24,020,74 ........................ 2 Gate#2 PLC #2 $ 36,121,41 3 Gate#3 PBB#3 42,517.77 4 Gate #4 PBB#4 55,57L07 5 Gate #5 PBB#5 32,36T26 6 Gate 06, PBB#6 90,823,65 . ........... 7 Gate #7 RBB#7 86,931,86 Total $ 368o353.75 -—-—--------------------------------------------------------- ------- DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1507 Project: GATE #1 - KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:22:57 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor firs BRANCH 0.00 4,582.27 0100 0.00 82A9 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 2:87 Sheet ToWs., 0.001 4,582.27 0.010 0.00 85-86 Bid Notes: Tax: 0.001 341671 OM 0.00 Sub Total (Qua/Mat/Equip/Sub): 4,582,27 1AX RTES Sales Tax: 343.67 Material". 7.5000% Sub Total;,11 4,925.94 4,925.94 Quote: 7.5000% Direct Labor$: 16,099M Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 r, Direct Job Costs(0.001%): 0.00, MISCELLANEOUS Avg. Lbr. Rate(Cost): 196.8 7 Prime Cost 21,024.95 Avg. Lbr. Rate(Bid): 206.71 Overhead (Avg. 5.00%): 1,051.25 Total Square Feet: 1.00 Net Cost: 22,076.20 Cost Per Sq. Ft.: 24,020.74 Labor$Per Sq. Ft.: 16,1099.02 Profit(Avg. 5.001%): 1,10181 Labor Hrs Per Sq. Ft.: 85 86 Job Tax: 0,00 Quantity of Units: 1.00 Bond(3,5000%): 840.73 Cost Per Unit: Lump Sum: 0.001 Cale.Adjustment: Selling Price:, 24,020.74 Key �,rv,r',�,t, n- .3.3,010 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #I - KWIA- Documei,)ts - RTU(s) 11 Dec 2024 4:22PM LABOR ADJUST ESTIMATED HOURS 11ICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or C ass 9 Labor Class REGULAR 85.86 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 85-86 LOSS LBR ADJ: -- CALCULATED HRS REGULAR -- OVERTIME 85.86 SHIFT-2 -- SHIFT-3 DOUBLE TIME !TOTAL ADJ LABOR: 85-86i i i i TOTAL ADJUSTED LABOR HOURS: 85.861 DIRECT LABOR Labor Class Job Description Labor Type Crew Rate Man Hours Extension ELECTRICAL JOURNEYMEN REGULAR 3, $125.00 0,100 $0.29 JOURNEYMEN OVERTIME 1 $187.50 42.93 $8,049.21 APPRENTICE I REGULAR 0 $125 00 O 100 $0.29 APPRENTICE I OVERTIME 1 $187.50 42.93 $8,049,21 [AVERAGE DIRECT LABOR RATE: I(TOTAL DIRECT LABOR: INDIRECT LABOR Labor Description I Hour Rate] Ext$ �ITOTAL INDIRECT LABOR: DIRECT LABOR TOTAL: 16,099,02 INDIRECT LABOR TOTAL: 0100 LABOR ESCALATION: (100 LABOR$ADJUSTMENT: 0.00 LABOR TAX: 0.00 ILABOR TOTAL: $16,099.02 MATERIAL: 4,582.27 MATERIAL ESCALATION: 0-00 MATERIAL ADJUSTMENT, 0.00 MATERIAL TAX: 343-67 1,MATIERIAL TOTAL: $4,925.94 QUOTES Component lVendor Amount Phone., Key 11'l, Web., 21, of 4 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #I - KWIA- Documerfts - RTU(s) 11 Dec 2024 4:22PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $21,024.95 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 246.30 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 804.95 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/o rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $1,051,25 JOB COST w/OVERHIEAD- $22,076.20 Ko""'ys llr�[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #I - KWIA- Documents - RTU(s) 11 Dec 2024 4:22PM PP.OFIT MATERIAL PROFIT:(5%markup) 25&61. 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 845,20 SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 iBOND: 840.73 MISCELLANEOUS TOTAL: ,LUMP SUM LUMP SUM 1: 0 00 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $24,020.74 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Pav,',,p,'. 4 tof 4 Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & 0 cc 0 0 1-4 w 0 zwz caw "4mc> 0 Wr a q to W 0 "r 0 0 = In IR 1% ll� V3 "i IR In R 1" h. U� li R R � Q6 co 0 4 N 4 N 0 N a m - N N. - N 0 m - N 6 N 6 N 6 6 LA 6 Vi tiM v4 g ^t z Ord w 00 0 V) 0 0 N -0 0 C) 0 rq 'I'D 0 0 V) 0 Ird Z m w 0 0 (N 0 z �4 C5 0 N 0 �n 0 C; 6 cs 6 0 C3 C; 6 6 6 C; ci 6 6 D 0, 0 0 0 0 0 0 0 IV4 V4 00 0� -A V) 0 q,6 6 vi r-Z 6� �4 00 �4 W U 0 0 00 0 0 0 r" 0 0 C% 0 0 r% 0 OD Z r, OD C) V 0 0 In t9 M T N N, N rq R S 6� o r, 5 qj dq c; 0' 0; Y N 0 0 a 1.0H 0 0 LU uj U Z U: 0 kA a U 0 z 0 = 0 U 0 z 0 U6 ILU U -jas z 0 0 LU tY LV 0 LU LU z LIU LU Lu 0 114 Z g LU z 0 cl. u U) U X Z C lig C) o 2 < in cd < " o 10 a I v �,r w T v 4 11 — a = 04 Fm �0- w m u -j -P, ua u �O < < 0 z Lu n g � u x Ln IU x :;. " uj u u z as mx or 8 u, u2 >ml to 8 MR rtu` m m ?,Y� :,e M 14 T) en r.) OD X P4 rlj X I z IX 7- x X 00 U<j L<U "<j CD 0 Lm a m "r -T 0 � co 0 rq 1.4 u Cr & (D z Z N N N (n 0 Ar IZ N N N, Tj a w rlj m 0 m V� 0) Z irn M 0 - 0 H N m C� T-1 m 0 N 0) ire '1 r1i " N E 0 0 r4 �4 a a 0 a gal� 0 0 0 0 0 0 0 'm A raw 0 10 V 0 4) rn CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 0 0 cq "R 0 Go 00 N 00 C) 0 ,6 eo 6 6 r4 0 N 0 a H 0 C) 0 0 0 m rN GL IL LY z V) UJ CL z uj N, U U 0 cd LU Up L LU 71 Ul C LU 00 LU! LU z LU 0 0 0 0 0 1-4 U) u t�J 0 z cl IN eraH U)E E —0 Len ILI DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD1OE48 Job ID, JOB-1506 Project: GATE #2 - KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:25:41 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor Hrs BRANCH 0.00 6,68T89 0100 0.00 127,41 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 2:87 Sheet Touts., 0.001 6,687.89 0.010 0.00 130.28 Bid Notes: Tax: om 1 501.5911 OM Mo Sub Total (Qua/Mat/Equip/Sub): 6,687,89 1AX RTES Sales Tax: 501-59 Material". 7.5000% Sub Total;11 7,189.48 7,189.48 Quote: 7.5000% Direct Labor$: 24,426.99 Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 r, Direct Job Costs(0.001%): 0.00, MISCELLANEOUS Avg. Lbr. Rate(Cost): 196.87 Prime Cost 31,61,6.47 Avg. Lbr. Rate(Bid): 206.71 Overhead (Avg. 5.00%): 1,580.82 Total Square Feet: 1.00 Net Cost: 33,197.29 Cost Per Sq. Ft.: 36,12 A. I, Labor$Per Sq. Ft.: 24,426,99 Profit(Avq. 5.001%): 1,659.86 Labor Hrs Per Sq. Ft.: 1,30,28 Job Tax: 0,00 Quantity of Units: 3. Bond(3,5000%): 1,264.25 Cost Per Unit: Lump Sum: 0.001 Calc.Adjustment: Selling:!Price:, 36,121.41 Key n- .3.3,010 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #2 - KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:25PM LABOR ADJUST ESTIMATED HOURS ILICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or C ass 9 Labor Class REGULAR 130.28 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 130.28 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 130.28 SHIFT-2 -- SHIFT-3 DOUBLE TIME -- !TOTAL ADJ LABOR: 130.281 i TOTAL ADJUSTED LABOR HOURS: 130.281 DIRECT LABOR Labor Class Job Description Labor Type Crew Rate Man Hours Extension ELECTRICAL JOURNEYMEN REGULAR 3, $125.00 0.100 -$0.01 JOURNEYMEN OVERTIME 1 $187.50 65.14 $12,213.51 APPRENTICE I REGULAR 0 $125�00 O 100 -$O.()l APPRENTICE I OVERTIME 1 $187.50 65.141 $12,213.51 [AVERAGE DIRECT LABOR RATE: I(TOTAL DIRECT LABOR: INDIRECT LABOR Labor Description I Hour Rate] Ext$ �ITOTAL INDIRECT LABOR: DIRECT LABOR TOTAL: 24,426.919 INDIRECT LABOR TOTAL: 0100 LABOR ESCALATION: (100 LABOR$ADJUSTMENT: 0.00 LABOR TAX: 0.00 ILABOR TOTAL: $24,426.99 MATERIAL: 6,687.89 MATERIAL ESCALATION: 0-00 MATERIAL ADJUSTMENT, 0.00 MATERIAL TAX: 501-59 1,MATIERIAL TOTAL: $7,189.48 QUOTES Component lVendor Amount Phone., Key 11'l, Web., 21, of 4 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #2 - KWIA- Documerfts - RTU(s) 11 Dec 2024 4:25PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $3'1,616.47 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 359.47 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 1,221.35 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/6 rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $1,580,82 JOB COST w/OVERHIEAD- $33,197.291 Ko""'ys llri[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #2 - KWIA- Documents - RTU(s) 11 Dec 2024 4:25PM PP.OFIT MATERIAL PROFIT:(5%markup) 377.45 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 1,282,42 SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 i'iiiBOND: 1 26, 4.25 MISCELLANEOUS TOTAL: $ ,LUMP SUM LUMP SUM 1: 000 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $36,121.41 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & 0 cc 1.4 0 N 1.0 0 0 W 4 caw Ni " 0, 0 C a �q art �o C It 0 0 = 1� IR li ll� C� li Ili V� R li r. Ca In 11) R <� Q6 co 0 C, Y 4 N 0 v4 0 0 0 V) try ar"r 0 Ird %D co w 0 0 (N 0 z �4 C5 0 N 0 �n N M 0 0 C) 0 un � 0 C+ 0 0 In 0 N N m 0 -T H N m Cad N{t 0 N " we 0 C In 0 " 0 0. tt7 q Ili ll1 q q Nli 0 q C; C5 cs 6 0 C3 C; 6 6 6 C; ci o o 0 0, 0 0 0 0 C 0 0 V4 fw irn 0 w M 0 0014mWoomm :Bv� m MON li Ili 0� -A V) 0 q,6 6 vi r-Z 6� 0 0 00 0 0 0 r" 0 0 C% 0 0 N 0 0D Z N OD C) V 0 0 In M T CTb N N, rj N -.o io C) 0 C> C C) 0 -41 0, 0 0 0 0 Y N C C) a 1.0 0 Fn Lb Lb 0 u Z U: 0 kA a U 0 z 0 U 0 = , z 0 U6 ILU U -j z LU o LU = U LU 114 cp LU LIU LU kil 1 ca U 0) U) C� U < W- MUOX = 20 0 < W- ca C4 0 w Z IQ. z R: C, m z 0 'z- tn C) 0 < d. 0 V �lr T x 0 -j u u O < :;. Z Ln IU x in V4 u x z 9c < Lu >1 8 ., ad9uj to = & F �,C] cn as - � < u u u u u mx 'or 8 =u >m! 8 M:D rtu` m m c"", r�, M 04 14 1.4 X, x rn r.) OD X P4 rlj x x x E x x x z Y- Z: y x X x x x x x z x x x X 00 U<j Lul "<j 0 0 0 10 0 0 0 0 0, 0 0 0 0 I:R q IR R I:R q q IR <�, q q Ck C.) R rR 9 q R q, q R IR IR q R IR ll,� M CD �t 4 N �r r" L Lm N It r Ul OWN N 0 " 0 %o N 00 ca N u Cr lui z (D Z N N N (n 0 Ar IZ N N N, Tj a w rj m 0 m V� 0) z N irn M 0 - 0 H N m O� T-1 m 0 N 0) ire '1 N " N E 0 0 H r4 a 0 0 a 0 g4 H 0 0 0 0 0 0 0 'm w A H 0 10 z z �o z V 0 4) rn CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 0 � M N 0 0 0 P, 00 0 00 N N A ci *4 w4 co a 0 r ,6 eo 6 6 a 0ry: 'A C) C) 0 a H 0 C) 0 0 0 m rN LY z V) UJ CL z M X 0 uj U U 0 cd LU Up L LU 71 Ul C 4) LU 00 Lu! LU z LU 0 0 0 0 0 1-4 U) u t�J 0 z cl IN eraH U)E E —0 Len ILI DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1505 Project: GATE #3 - KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:28:03 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor Hrs BRANCH 0.00 7,122,55 0100 0.00 154,78 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 2:87 Sheet Totals., 0.001 7,122.55 0.010 0.00 157.65 Bid Notes: Tax: 0.001 53,4.1911 OM 0.00 Sub Total (Quo/Mat/Equip/Sub): 7,122.55 1AX RTES Sales Tax: 534.19 Material". 7.5000% Sub Totals,11 7,656.74 7,656.74 Quote: 7.5000% Direct Labor$: 29,558.36 Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: Direct Job Costs(0.001%): 0.00, MISCELLANEOUS Avg. Lbr. Rate(Cost): 1,56.87] Prime Cost 37,215.10 Avg. Lbr. Rate(Bid): 206.72 Overhead (Avg. 5.00%): 1,860.75 Total Square Feet: 1.00 Net Cost: 39,075.85 Cost Per Sq. Ft.: 4,2,517.77 Labor$Per Sq. Ft.: 291,55836 Profit(Avg. 5.001%): 1,95179 Labor Hrs Per Sq. Ft.: 1,57,65 Job Tax: 0,00 Quantity of Units: 1. m1 Bond(3,5000%): 1,488.12 Cost Per Unit: 42,517.77 Lump Sum: 0.001 Cale.Adjustment: Selling:!Price:, 42,517.77 Key �,rv,r',�,t, n- .3.3,0,,10 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #3 - KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:28PM LABOR ADJUST ESTIMATED HOURS 11ICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or C ass 9 Labor Class REGULAR 157.65 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 157.65 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 157.65 SHIFT-2 -- SHIFT-3 DOUBLE TIME !TOTAL ADJ LABOR: 157-65i i i i TOTAL ADJUSTED LABOR HOURS: 157,65 DIRECT LABOR Labor Class Job Description Labor Type Crew Rate Man Hours Extension ELECTRICAL JOURNEYMEN REGULAR 3, $125.00 0,100 -$0,21 JOURNEYMEN OVERTIME 1 $187.50 78.83 $14,779.39 APPRENTICE I REGULAR 0 $125�00 0,100 -$O.21 APPRENTICE I OVERTIME 1 $187.50 78.83 $14,779-39 [AVERAGE DIRECT LABOR RATE: I(TOTAL DIRECT LABOR: INDIRECT LABOR Labor Description I Hour Rate] Ext$ �ITOTAL INDIRECT LABOR: DIRECT LABOR TOTAL: 29,558.36 INDIRECT LABOR TOTAL: 0100 LABOR ESCALATION: (100 LABOR$ADJUSTMENT: 0.00 LABOR TAX: 0.00 ILABOR TOTAL: $29,55836 MATERIAL: 7,122.55 MATERIAL ESCALATION: 0-00 MATERIAL ADJUSTMENT, 0.00 MATERIAL TAX: 534.19 1,MATIERIAL TOTAL: $7,656,74 QUOTES Component lVendor Amount Phone., Key 11'l, Web., 21, of 4 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #3 - KWIA- Documerfts - RTU(s) 11 Dec 2024 4:28PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $37,215.101 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 382.84 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 1,477.92 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/o rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $1,860,75 JOB COST w/OVERHIEAD- $39,075.85 Ko""'ys llr�[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #3 - KWIA- Documents - RTU(s) 11 Dec 2024 4:28PM PP.OFIT MATERIAL PROFIT:(5%markup) 401.98 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 1,551,81, SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL.PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 iBOND: 1,488.12 MISCELLANEOUS TOTAL: $1,488.12 ,LUMP SUM LUMP SUM 1: 000 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $42,517".77 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & 0 Cc co CN 0 N 0 0 w Im caw qn N 0 0 C C) �q art 0 It 0 0 = Va IR R ll� li HIR Ui IR IR ll. li HC? R C� Q6 co 0 C, N 4 N .0 0 v4 � N M 0 C) 0 0 un � 0 Cr 0 0 In 0 N N m 0 -TH N m C; C5 cs 6 0 C3 C; 6 6 6 C; ci 6 6 D 0, 0 0 0 0 0 0 0 V4 V4 fw ,a r4 a g -A V) vi r-Z 6� H r14 0 0 00 0 0 0 r-I 0 0 C% 0 0 r% 0 OD Z r, OD C) V 0 0 1.4 0 0 0 0 0 " 0 0 0 t9 0 w N 0 a m z N N In M N N, rq N R S 6 o r, 5 c; 0' 0 Y N 0 0 a 1.0 0 Lb Lb -j -j 0 u Z U: 0 kA C� U 0 z 0 U 0 = , z 0 U6 ILU U -jas z 0 I-H 0 0 LU LV 0 LU LU LIU LU Lu 0 rates CC z a U) w C) U) Us X 0 mi w 0 0 in u CI- Z z z < 5z 4A LL T 0 0 u 0 D < z Lu Ln uj uj u u u u < u u L5 mx lux-, 8 >m! to 8 M:D u` m m '>a ?,Y :,e PA M OD X xxxzz: zx zy- z: yxXx z: xxxzxy- x X 00 R R rR 0 q q R q, q R IR IR q R ll,� Lm �14T It z 2 0 z 0 �T 0 co 0 Iz 0 0 m C� VII en M u CY lui z (D Z NN 'm N m 0 N 0 w m m 0N m 0 z N irn M 0 - 0 H N m m C> H 0 T-1 N 0) -14, '1 r1i " N E 0 0 r4 �4 a a 0 a 0 g4 0 0 0 0 0 0 0 'm w A raw 0 10N rti r N r a rev, z z 0 z 1-4 V 0 4) rn CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 - ;U N C) C) 00 � 2d N 0 ,n 0 0 M, " R N 0 2 co w N 4 4, w ALn Ln ro Ln Ln 0 C), It 14 �D, C) ci Ln 14 UD C) 0 C) 0 0 C) C) c 0 0 0 M 0 GPI. p m M .0 m CL IL IP s V) UJ z ui < 0 U v Lu x fl5, r sr Ul E C)a 7A W I LU c? CY 0 LU z LLJ 0 C! Q) u co z Of t<J cl Ln E E m r% vi OD 0 m DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1504 Project: GATE #4- KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:29:24 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor Hrs BRANCH 0.00 7,397.09 0100 0.00 214,14 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 2:87 Sheet ToWs., 0.001 7,397.09 0.010 0.00 217.011 Bid Notes: Tax: 0.001 554.781 OM 0.00 Sub Total (Qua/Mat/Equip/Sub): 7,397.09 TAX RMES Sales Tax: 554.78 Material". 7.5000% Sub Totals:11 7,951.88 7,951.88 Quote: 7.5000% Direct Labor$: 40,688,56 Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 fir, Direct Job Costs(0.001%): 0.00, MISCELLANEOUS Avg. Lbr. Rate(Cost): 1,56.87] Prime Cost 48,640.44 Avg. Lbr. Rate(Bid): 206.72 Overhead (Avg. 5.00%): 2,432.02 Total Square Feet: 1.00 Net Cost: 51,072.46 Cost Per Sq. Ft.: 55,571.07 Labor$Per Sq. Ft.: 40,16ft% Profit(Avg. 5.001%): 2,55162 Labor sirs Per Sq. Ft.: 217,01 Job Tax: 0,00 Quantity of Units: lm. l Bond(3,5000%): 1,944.99 Cost Per Unit: Lump Sum: 0.001 Cale.Adjustment: Selling:!Price:, 55,571.07 Key �,rv,r',�,t, n- .3.3,0,,10 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #4- KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:29PM LABOR ADJUST ESTIMATED HOURS 11ICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or Class 9 Labor Class REGULAR 217.01 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 217.01 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 217.01 SHIFT-2 -- SHIFT-3 DOUBLE TIME -- !TOTAL ADJ LABOR: 217.011 i TOTAL ADJUSTED LABOR HOURS: 217,01 DIRECT LABOR Labor Class Job Description Labor Type I crew I Rate*l Man Hour Extension ELECTRICAL JOURNEYMEN OVERTIME 11 $187.501 1,08.511 $20,344.2� APPRENTICE I OVERTIME 1 $187.50 108.51 $210,344.,28 AVERAr.E DIRECT LABOR RATE: $187,5LI TOTAL DIRECT LABOR: $4 INDIRECT LABOR Labor Description Hours Rate] East �ITOTAL INDIRECT LABOR: .=$=0-00 DIRECT LABOR TOTAL: 40,688.56 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION, 0.00 LABOR$ ADJUSTMENT: 0.100 LABOR TAX: 0A0 ILABOR TOTAL: $40,688.56 MATERIAL: 7,397.09 MATERIAL ESCALATION: 0.010 MATERIAL ADJUSTMENT: 0.00 MATERIAL.TAX: 554,78 ,MATERIAL TOTAL: $7,951.88 QUOTES Component iVendor Amount Phone., Key 11'l, Web., DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #4- KWIA- Documerfts - RTU(s) 11 Dec 2024 4:29PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $48,640.44 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 397.59 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 2,034.43 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/o rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $2,432,02 JOB COST w/OVERHIEAD- $51,072.46 Ko""'ys llri[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #4- KWIA- Documents - RTU(s) 11 Dec 2024 4:29PM PP.OFIT MATERIAL PROFIT:(5%markup) 417.47 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 2,136.15 SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $2,553.62 MISCELLANEOUS JOB TAX: 0.00 iBOND: 1,944.99 MISCELLANEOUS TOTAL: $ ,LUMP SUM LUMP SUM 1: 0 00 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $55,571.07 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & OCOMMOV) o w m caw %D Ln 0 0 agoa �q tn �O 0 It 0 0 'IR ll� Nllw IR R ll� r. IN ll� R R "� Q6 co 0 C, N 4 N 0 - 0 0 04, Om6rv66 art 6 Ln v i6 v4 g It 0 Md w 0 0 0 0 N 0 C) 0 0 0 V) 0 Ird %D OD w 0 0 (N 0 z �4 C5 0 N 0 to �n N M 0 0 0 0 un � 0 Cr 0 0 In 0 N N m 0 -TH N m C; 6 cs 6 0 C3 C; 6 6 6 C; ci 6 6 D 0, 0 0 0 0 0 0 0 V4 fw r4 V) 0 0 0 z 0 rW 0 w Ol kD 0 Ln r*, 10, H r14 +"n 0 0 m 0 0 0 r-I 0 0 C% 0 0 r% 0 OD Z r, OD C) V 0 0 0 C) M C) C) z 0 0 0 0 0 C) OD 0 a m z C) m N (N In M T N, rq VS.. (N S i-, 6� o r, 0 as 0 0 a 1.0 0 0 Lb Lb -j -j 0 u Z U: 0 kA a U 0 z 0 u 0 = l z 0 U6 ILU U -j z 0 0 LU LV 0 LU LU LIU LU IL -i Lu 0 z CC z a 0 LU U) U) U X Cawmi w u CD CI- w c) 0 < W- w Z z z < 5z 4A LL T S -j U x 0 0 u 0 D < z Lu Ln uj u u L5 mx or 8 >m! to 8 M:D rt ?'Y M T P4 rn r.) OD X r4 rJ x x x E x x x z Y- Z: y x X x x x x 00 IT I:R q IR R I:R q q R q q R Cr rR 9 q R R q R IR IR q R ca ll,, CD 0 V) CY lui u 1.41 (D z Z N 'N N (n 0 Ar IZ N m 0 m V� 0) z N m 0 m 0 0 N m 0 0 0 m Ln N r%l I�r 0 U� N irn M 0 - 0 H N m m C� 0 T-1 N 0) -14, '1 r1i " N E 0 0 H �4 a 0 0 a 0 g4 H 0 0 0 0 0 0 0 'm w A H 0 10N a ti r N r a a rev, z z z z 1-4 V 0 4) rn CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Ln C) 0 Rt P, V4 4 P4 ,6 eo 6 6 o a H 0 0 0 C) 0 Q 0 r Q 0 0 a IR R 'R ia 0 m 0 0 m m rN LY z V) UJ CL z M X 0 uj U U 0 cd LU U LU 0 112 171 Ul C LU 00 LU! LU z LU 0 0 0 0 0 Ti C; U) u t�J 0 z cl IN era H U)E E —0 Len ILI DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1503 Project: GATE #5 - KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:30:12 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor 1-lrs BRANCH 0.00 5,092J8 0100 0.00 119,03 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 2:87 Sheet ToWs., 0.001 5,092.781 0.010 0.00 121.90 Bid Notes: Tax: 0.00I 38L961 OM 0.00 Sub Total (Qua/Mat/Equip/Sub): 5,092.78 1AX RTES Sales Tax: 381.96 Material". 7.5000% Sub Totals.11 5,474.74 5,474.74 Quote: 7.5000% Direct Labor$: 22,855.79 Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 fir, Direct Job Costs(0.001%): 0.00, MISCELLANEOUS Avg. Lbr. Rate(Cost): 196.881 Prime Cost 28,330.53, Avg. Lbr. Rate(Bid): 206.72 Overhead (Avg. 5.00%): 1,416.53 Total Square Feet: 1.00 Net Cost: 29,747,06 Cost Per Sq. Ft.: 32,367.26 Labor$Per Sq. Ft.: 22,855�79 Profit(Avg. 5.001%): 1,48735, Labor airs Per Sq. Ft.: 1,21,90 Job Tax: 0,00 Quantity of Units: 1. 1 Bond(3,5000%): 1,132.85 Cost Per Unit: 32,367.26 Lump Sum: 0.001 Cale.Adjustment: Selling:!Price:, 32,367,26 Key �,rv,r',�,t, n- .3.3,0,,10 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #5 - KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:3OPM LABOR ADJUST ESTIMATED HOURS 11ICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or Class 9 Labor Class REGULAR 121.90 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 121.90 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 121-90: SHIFT-2 -- SHIFT-3 DOUBLE TIME !TOTAL ADJ LABOR: 121.90i i i i TOTAL ADJUSTED LABOR HOURS: 121,901 DIRECT LABOR Labor Class Job Description Labor Type I crew I Rate*l Man Hour Extension ELECTRICAL JOURNEYMEN OVERTIME 11 $187.501 60,951 $11,427,90 APPRENTICE I OVERTIME 1 $187.50 60.95 $11,427.90 AVERAr.E DIRECT LABOR RATE: $187,50 TOTAL DIRECT LABOR: INDIRECT LABOR Labor Description Hours Rate] East �ITOTAL INDIRECT LABOR: .=$=0-00 DIRECT LABOR TOTAL: 22,85539 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION, 0.00 LABOR$ ADJUSTMENT: 0.100 LABOR TAX: 0A0 ILABOR TOTAL: $22,855-79 MATERIAL: 5,092,78 MATERIAL ESCALATION: 0.010 MATERIAL ADJUSTMENT: 0.00 MATERIAL.TAX: 381,916 ,MATERIAL TOTAL: $5,474.74 QUOTES Component iVendor Amount Phone., Key 11'l, Web., DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #5 - KWIA- Documerfts - RTU(s) 11 Dec 2024 4:30PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $28,330.53 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 273.74 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 1,142.79 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/o rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $1,416,53 JOB COST w/OVERHIEAD- $29,747.06 Ko""'ys llr�[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #5 - KWIA- Documents - RTU(s) 11 Dec 2024 4:3OPM PP.OFIT MATERIAL PROFIT:(5%markup) 287.42 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 1,199.93 SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 iBOND: 1,132,85 MISCELLANEOUS TOTAL: $ ,LUMP SUM LUMP SUM 1: 0 00 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $32,367".26 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " "r 0 N & IT Cc �N CN M V) 0 as N caw M V� 0 0 W� C)6 q to C) 0 0 .0 0 0 0 04 N (N yN N 6 cN 6 r. 6 r i vi 6 Vi v4 rq 'I'D 0 0 0 V) 0 Ird %D OD w 0 0 (N 0 z �4 C5 0 N 0 � N M 0 C) 0 0 4n t^ 0 Cr 0 0 In 0 N N m 0 -T w N m IV4 V4 fw q,6 6 vi r-Z 6� N (N In M T N, rq rq 1 -a q, ia 0 0 a 1.0 0 Lb Lb -j -j 0 u Z U: 0 kA a U 0 z 0 U 0 = , 0 U6 ILU U -jas z 0 I-H 0 0 LV 0 LU u LU z LIU LU LU L 114 U 0 Z U) n = 0 9 C 0 0 ledKrr T n R 0 0 in in u �O < z Ln IU x Lu in x >1 uj = w z a:D F , u m * U U u = Na- � < wLx8 Y 8 M > ?,Y� :,e M 14 1.4 X, x OD X r14 rlj xxxzz: zx zy- z: yxXx z: xxxzxy- x X 00 U<j � "<j ff) Ln 0 0 0 0 0 0 0 0 CD Lm N IT It t z �t a N V z 0 In co 0 0 (1) u CY (D z Z N �N N (n 0 Ar IZ N N N, Tj a w rlj m 0 m V� 0) Z N m 0 m 0 0 N m 0 0 N r%l V 0 U� E 0 0 �4 �4 a a 0 a 0 �4 0 0 0 0 0 rN 0 0 ire 'm A 0 10 z z Z z V 0 4) rn CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 0 0 0 —4 *4 w4 ,6 eo 6 6 Z a 0 C), It 0, 'A C) C) 0 a H 0 0 0 C) 0 0 0 ia m rN LY z V) UJ CL z M X 0 uj U U 0 cd LU U LU 0 71 Ul C 4) 0 0 LU 00 Lu! LU z LU 0 0 0 0 0 Ti C; U) u t�J 0 z cl IN eraH U)E E —0 Len ILI DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1502 Project: GATE #6- KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:32:27 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Material$1 Equip$1 SubCon$1 Labor Hrs BRANCH 0.00 10,972,37 0100 0.00 35192 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 7.16 Sheet ToWs., 0.001 10,972.371 0.010 0.00 361.0,8 Bid Notes: Tax: 0.001 82,2A31 OM 0.00 Sub Total (Quo/Mat/Equip/Sub): 10,97237 1AX RTES Sales Tax: 822.93 Material". 7.5000% Sub Totals,11 11,795.29 11,795.29 Quote: 7.5000% Direct Labor$: 67,7011.15, Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 fir, Direct Job Costs(0.001%): 0.00 MISCELLANEOUS Avg. Lbr. Rate(Cost): 1,56.87] Prime Cost 79,496.44 Avg. Lbr. Rate(Bid): 206.72 Overhead (Avg. 5.00%): 3,974.82 Total Square Feet: 1.00 Net Cost: 83,471.26 Cost Per Sq. Ft.: 90,823,.65 Labor$Per Sq. Ft.: 67,701,15 Profit(Avg. 5.001%): 4,173.56 Labor Hrs Per Sq. Ft.: 361,08 Job Tax: 0,00 Quantity of Units: Bond(3,5000%): 3,178.83 Cost Per Unit: 90,823.65 Lump Sum: 0.001 Cale.Adjustment: Selling:!Price:, 90,823,65, Key �,rv,r',�,t, n- .3.3,0,,10 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #6- KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:32PM LABOR ADJUST ESTIMATED HOURS ILICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or Class 9 Labor Class REGULAR 361.08 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 361-08 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 361-08 SHIFT-2 -- SHIFT-3 DOUBLE TIME -- !TOTAL ADJ LABOR: 361-08 TOTAL ADJUSTED LABOR HOURS: 361,081 DIRECT LABOR Labor Class Job Description Labor Type I crew I Rate*l Man Hour Extension ELECTRICAL JOURNEYMEN OVERTIME 11 $187.501 180,541 $33,850,57 APPRENTICE I OVERTIME 1 $187.50 180514 $33,850.57 AVERAr.E DIRECT LABOR RATE: $187,50 TOTAL DIRECT LABOR: $678701.15 INDIRECT LABOR Labor Description Hours Rate] East �ITOTAL INDIRECT LABOR: .=$=0-00 DIRECT LABOR TOTAL: 67,701,15 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION, 0.00 LABOR$ ADJUSTMENT: 0.100 LABOR TAX: 0A0 ILABOR TOTAL: $67,701-15 MATERIAL: 10,972,37 MATERIAL ESCALATION: 0.010 MATERIAL ADJUSTMENT: 0.00 MATERIAL.TAX: 822,913 ,MATERIAL TOTAL: $,11,795.29 QUOTES Component iVendor Amount Phone., Key 11'l, Web., DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #6- KWIA- Documerfts - RTU(s) 11 Dec 2024 4:32PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $79,496.44 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 589.76 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 3,385.06 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/6 rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $3,974.82 JOB COST w/OVERHIEAD- $83,471.26 Ko""'ys llri[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #6- KWIA- Documents - RTU(s) 11 Dec 2024 4:32PM PP.OFIT MATERIAL PROFIT:(5%markup) 619-25 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 3,554.31, SUBCONTRACTS PROFIT.(5% markup) 0,00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 iBOND: 3,178.83 MISCELLANEOUS TOTAL: $ ,LUMP SUM LUMP SUM 1: 0 00 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $90,823.65 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & " cc Z 0 0 0 0 w %D caw wn aN o g o wn o a 14 rZ 0 rIR OR llM Iq Iq Ill R O» ll. IP OR 11) Qq *� "R � ^fir R .0 Mn. rlQ ^,t - 00 0 H M N It -4 OD 0 H M N -T' v4 rq "D 0 (M 0 V) 0 Ird liD M M 0 Ln a k'D Z OD 00 0 U') 0 0 N M 0 C) 0 0 0 N 0 C 0 0 In U) N 0' Car 0 0 C> Ln N Cad N{t 0 N " H 0 0 In 0 N 0 0 to 0 m H 0 cD Vi O fN C; 6 C5 6 0 C3 C; 6 6 6 C; 6 C5 ' GCS r-), C5 e.> C; C3 6 V4 fw Z M N NU) M 14 0 SO Ni N to M Z N (N LA lim Z 14� 0 0 00 0 0 0 r-I 0 0 C% 0 0 r% 0 0 OD clw 0 C) r. 0 0 0 0 1.4 0 0 Z 0 0 Cas H 0 0 tL7 GCS Ol M C) C w 0 0 N (N In M T " Ni rq VS.. m It H N N V14 LA: M "lr . . `fi. . W4 Q 4) 0 LU uj L-j -j �uj 0 oi ra X N In w w J) tinLW Ln! 0 0 0 U LU u LU Lui LV L9 - M N 4 U LU ci� Q9 oi� i I u cp LIU Lu d uj wLU M 0 z 0 Q Z E 0) U) 1, w c") 6 • C2 J U) 0 0 z 0 M 0 ro o < 0 T w M _5 u x < w < U) Ln IU x LU n u x >1 Uzi LZU 0 W4 = w z U U U U = t w u �x U.L5 =x or 8 Y 0 8 ux x 0 '71 PA M o IT -A -4 XX 00 t: t: U<j t tZ W4 0 0 0 0 1* 10 O 0 0 I:R q IR R I:R q q q IPI 9 R IR R q C� q, q IR IR q R ll,� CD 0 1-4 �r U) �t Z in a lll� U) Z in 0 �lr LA V) 0 Ls 14, w 't IXT 'T It u CY lui Z LD IN m 'a 0� E 10 0 0 IH �4 0 0 0 a 0 �4 0 0 0 0 a, IH IH 0 0 0 D 0 IN M M N N M �4 N M M N N M �4 N 'a M 0 4) rin CL > CL DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 0 0 0n D OOONO " 011: as m o 0 w r4 to �dJ 0 '4 Ln j 0 m m 0 0 Ca 0 0 '00 0 0 C) 0 m 0 (Z N C) 0 C) nj tA tA N OD 0 N (N 0 0 0 0 N N 1-4 rq 0 '00 Ln 7 .c 0 0 ID 0 (TI N 0 0 M ID 0 0 0 0 0 0 0 H (N iLA r) N N 0 0 N (V Ip ia 03 m m 171, LU j 0 x z 0 Q Z' 0 0 -p < zI 8 u Z' a r ;:z LU tn EL a 0 Lu a z LY a 0 u M U �d < q x z �2 W 'D LU w cc u LL Ir t-; ce !�� z 0 'j con, X LU u V-) V) uj 0 c . < Z U Q I q LU 0 �j r uj N ZI r 0� W x Ul OD H x N ®r C) C5 o z LU c? al 0 L<U L<U tu M z LU 0 0 0 0 0 lop 0 0 a 0 0 0 10 0 0 0 0 0 Q 0 0 Q 0 CY C7 q IR 'R q q CP R R IR a.w R IR Ull Ir �O Z U) 0 0 0 Z 0 0 0 0 0 w 0 IT 4n Tj qasLn 0 'N Im 0 en (N u 0 z cl Ln un rl rl v 0 U*l In H z a E m 0 - r, C� 'T CIO N " V) 'o M 0 0 0 0 0 0 0 0 0 0 0 'C-l> C`> C m qD DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BD10E48 Job ID, JOB-1501 Project: GATE #7 - KWIA- Docurnents - RTU(s) Bid Summary Report Vendor: TARGET Labor Level: LABOR 1 11 Dec 2024 16:33:16 Tax Rate status: Defauilt Bid Name., FL KEYS ELECTRIC Bid Template: IFLORIDA KEYS ELECTRIC, INC. Drawing I Phase Quote$1 Materiail$1 Equip$1 SubCon$1 Labor Hrs BRANCH 0.00 11,916,31 0100 0.00 330A4 DISTRIBUTION EQUIPMENT 0-00 0100 0= 0.00 7.16 Sheet Totals., 0.001 11,916.311 0.010 0.00 337.50 Bid Notes: Tax: 0.001 893.721 OM 0.00 Sub Total (Quo/Mat/Equip/Sub): 11,91631 1AX RTES Sales Tax: 893.72 Material". 7.5000% Sub Totals,11 12,810.03 12,810.03 Quote: 7.5000% Direct Labor$: 63,279.98 Labor', 010000% Indirect Labor$: 0.00 Equipment: 7.5000% Labor Escalation: 0.00 Subcontract: 7,50000/b Labor Tax: 0.00 Job: 0.0000 fir, Direct Job Costs(0.001%): 0.00 MISCELLANEOUS Avg. Lbr. Rate(Cost): 196.87 Prime Cost 76,090-02 Avg. Lbr. Rate(Bid): 206.71 Overhead (Avg. 5.00%): 3,804.50 Total Square Feet: 1.00 Net Cost: 79,8911.52 Cost Per Sq. Ft.: 86,931.8t Labor$Per Sq. Ft.: 63,279.98 Profit(Avg. 5.001%): Labor Hrs Per Sq. Ft.: 337,50 Job Tax: 0,00 Quantity of Units: Bond(3,5000%): 3,042.6,2 Cost Per Unit: Lump Sum: 0.001 Cale.Adjustment: Selling:!Price:, 86,931.86 Key �,rv,r',�,t, n- .3.3,0,,10 L tof 4 DocusFgn Envelope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Suawnary Sheet: GATE #7 - KWIA- DocumeiAs - RTU(s) 11 Dec 2024 4:33PM LABOR ADJUST ESTIMATED HOURS ILICTRICAL MACHINE LC)W Labor Class 4 Labor Class 5 Labor Class 6 Labor Class 7 Labor C ass a La or Class 9 Labor Class REGULAR 337.50 OVERTIME -- Sf1IFT-2 SHIFT-3 DOUBLE TIME -- ESTIMATED HOURS: 337.50 LOSS LBR AD3: -- CALCULATED HRS REGULAR -- OVERTIME 337.50: SHIFT-2 -- SHIFT-3 DOUBLE TIME -- !TOTAL ADJ LABOR: 337.5,01 i TOTAL ADJUSTED LABOR HOURS: 337,50 DIRECT LABOR Labor Class Job Description Labor Type I crew I Rate*l Man Hour Extension ELECTRICAL JOURNEYMEN OVERTIME 11 $187.501 1,68.751 $31,639,919 APPRENTICE I OVERTIME I. $187.50 168.75 $31,639.99 AVERAr.E DIRECT LABOR RATE: $187,5LI TOTAL DIRECT LABOR: INDIRECT LABOR Labor Description Hours Rate] East �ITOTAL INDIRECT LABOR: .=$=0-00 DIRECT LABOR TOTAL: 63,279.98 INDIRECT LABOR TOTAL: 0.00 LABOR ESCALATION, 0.00 LABOR$ ADJUSTMENT: 0.100 LABOR TAX: 0A0 ILABOR TOTAL: $63,279.98 MATERIAL: 11,91631 MATERIAL ESCALATION: 0.010 MATERIAL ADJUSTMENT: 0.00 MATERIAL.TAX: 89172 ,MATERIAL TOTAL: $,12,810 03 QUOTES Component iVendor Amount Phone., Key 11'l, Web., DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surrirriary Sheet: GATE #7 - KWIA- Documerfts - RTU(s) 11 Dec 2024 4:33PM QUOTED MATERIAL.: 0.00 ADJUSIMENT: 0.00 QUOTE TAX: 0.00 QUOTED MATERIAL TOTAL: $0.00 SUBCONTRACTS Component lVendor Amount SUBCONTRACTS: 0.00 ADJUSTMENT: 0.010 SUBCONTRACT TAX: 0.00 SUBCONTRACTS TOTAL: $0.00 EQUIIPIMENT Component =Vendor Amount EQUIPMENT: 0.00 ADJUSTMENT: 0.00 EQUIPMENT TAX: 0.00 EQUIPMENT TOTAL 0-00 DIRECT JOB COSTS Description Dollars DIRECT JOB COSTS: 0.010 ADJUSTMENT: 0.010 TOTAL DIRECT JOB COSTS: $0,00 IIJOB COST w/NO OVERHEAD: $76,0,90.02 'OVERHEAD MATERIAL. OVERHEAD:(511/o rnai*,up) 40.50 QUOTES OVERflEAD,.(511/b markup) 0.00 LABOR OVERI[EAD:(5%markup) 3,164.00 SUBCONTRACTS OVERHEAD:(511/o maT*,up) 0.00 EQUIPMENT OVERHEAD:(59/o rriaO.Llp) 0.00 DIC OVE R11 I EAD:(511/6 markup) 0.00 TOTAL OVERHEAD: $3,804.50 JOB COST w/OVERHIEAD- $79,8,94.52 Ko""'ys llr�[,- Key n- .3.3,0,1,0 DocusFgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 Bid!, Surnrnary Sheet: GATE #7 - KWIA- Documents - RTU(s) 11 Dec 2024 4:33PM PROFIT MATERIAL PROFIT:(5%markup) 67Z53 'QUOTES PROFIT:(5%markup) 0 00 LABOR PROFIT:(5%markup) 3,322,20 SUBCONTRACTS PROFIT.(5% markup) 0 00 EQUIPMENT PROFIT-(5% nmWup) 0 00 DJC PROFrr:(5% markup) 0.00 ITOTAL PROFIT: $ MISCELLANEOUS JOB TAX: 0.00 iBOND: 3,04M2 MISCELLANEOUS TOTAL: $ ,LUMP SUM LUMP SUM 1: 0.00 LUMP,SUM 2 0.00 LUMP SUM 3'. 0 00 LUMP,SUM 4: 0.00 LUMP SUM TOTAL: $0. BID TOTAL: $86,931.86 Ko""'Ys llr�["' vj n'v�o/ Phqj�ine .j 3 - Key �,rv,rl,st, n- .3.3,0,'10 -i ry DocusIIgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 " & 0 cc N 0 IM M 0 4 M N Cm M M 0 0 �q IR .0 C) In 0 r-4 - IN 0 0 M 10 -4 lf-~ Cj Cj (� Cj 6 v4 0 (M 0 V) 0 Ird I.0 CC 0 Ln a k'D Z OD ,00 0 V) In IN M 0 C) 0 0 4n 1,, 0 C 0 0 In U) t", 0 0 0 0 C> 0 Ln Cad N{t 0 IN 0 In 0 IN w H 0 0 to 0 m wd H 0 cD Vi O C) C; 6 6 6 0 6 C; 6 6 6 C; 6 C5 ' GCS r-), C5 e.> C; 6 C; V4 0 Ln 14 0 N I z 0 r% qO LA 'Cs IN A (N �n IN V m t9 C) 0 E, -t IN (N In M V "4 IN, IN im It H IN 14 LA: C> IV) H " q -,r . . . . W4 R 14Y dew 6 4 C; C? C; 6 6 6 4 (6 6 c; 0 6 'O "t 0 0 C) a 0 0 0 0 LU Lu UJ 0 0 0 X N IN In M zi :Z w LW w Soc 0 0 J) V) a Ln IM 0 0 a LU u LU a U 0. LV Lt T W 4 4 M LU Kr Q9 u LU z LIU LU LU LU 17 w 'z- Z 0 z in < T IN U u 10 < U Z) < U) z U) Ln I x Lu in x uj Lu UJ 0 P4 U U U U LL, u u �x L5 =x "or 8 Y to 8 u x 0 a 151 PA M o -A -4 XX 00 U<j IL tz W4 'LIU, t: L 0 0 D 0 0 1* 10 O 0 0 0 0 0 0 l:R q IR R l:R R q R 1P, R q R 0 R IR R R R q, q IR IR R R ll,� tl V) 0 0 U) r Ca' q U) LA Lr) u CY lui z (D IN IN in 0 Ar IZ (N N IN, M a %D N N IN M 0 w b) E - IN lim M 0 - 0 H IN m M 0 H 0 m C) - 0 10 0 0 r4 �4 0 0 0 a 0 g4 " 0 0 0 0 a, 1-4 " 0 0 0 0 IN V) 1-4 IN M M IN N M H IN M M N N M 'a M aC 0 4) rin CL > Caw Docusrgn Envetope ID:76E38F6E-E8EB-4CAA-AAD5,-BF6A5BDlOE48 In 0 0 'R m 0 0 0 V4 W) N o N rl vi 0 N $0 0 0 114 M Ln (N m U) OON000 TO '000 - ,_woo r-� 0 I'D " 0 D N 0 10 0 m 0 r-! 0 0 N 0 0 0 0 0 N N Cn 0 '�r N N C) 0 C) N ,6 o 0 00 m N 0 " V4 0 V4 rl� 0!, liryar� ll� IR IR r� m R 0 m ki cli N �N '00 *4 V4 V4 W4 7 pa o Tj ON 0 D r, m N w C) W) 0 0 0 0 1-1 N 0 'M 0) r0vs 0 Z (TI N 0 0 M ID 0 0 0 0 N 0 0 LA (V 0, ia m m ESL 171, Lij 0. 0 o 0 U u Z' C4 r Uj CL a 0 LU LU < 0 x 0. z D U) LU L>U 0 Z LU 9z LU z wo < u u lu u r X Ili LU & w & .i 0 x t T L4 CR -A (o 0 0 0 u 4t Z D 0 E u 2: LU L) uj u M = u U 6 w LLJ Qc 0 z Y. to U Ln o ui ;k A, 7A r4 LU c? al 0 L M Z LU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q, Ca 0 0 ID 0.� q q ,Ca R q IR R IR Ln u m w ey 0 z cl m z 0 0 m 0 rl N v 0 ul� In H z a 0 0 CD 0 0 0 a 0 0 0 D C> co " C" M r� Im � 1-1 m Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 GULF BUILDING PCO #111 N: V Km LM.1 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 #111 : TKAS PBB's 6 & 7 Additional Storage 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: 111 /0 CONTRACT 20-2039-01-Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Rebecca Vieira(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 12/3/2024 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: $67,407.45 POTENTIAL CHANGE ORDER TITLE:TKAS PBB's 6&7 Additional Storage CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) SCOPE OF WORK: Extended storage for Passenger Boarding Bridges and Fixed Walkways for Gates 6 and 7 at the Thyssen Krupp Airport Factory in Forth Worth,Texas. The Commercial Apron Expansion Project Authority Having Jurisdiction permitting process caused the late start of the apron project,resulting in the additional 4 months of storage area for the period of August through November 2024. Duration: 4 months—August 2024 through November 2024 REFERENCE: TK Airport Solutions, Inc.proposal received on 11.19.2024 ATTACHMENTS: Copy of COR#4 Gate 6 and 7-Rvl.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 12/3/2024 02:50 PM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 N0 " M GULF BUILDING PCO #111 V K' rM�=; .,EYST*'R, # Budget Code Description Amount 1 34-.77.13.10.S Moving Walks.Subcontractor TKAS CO 4-PBB 6&7 Storage $61,279.50 2 99-.99.99.66.0 Procore OH&P.Other 10%Markup $6,127.95 Grand Total: $67,407.45 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 0Y s m4 br; tou r uj', Fx4'o#"�O' ki-lo , ..r"Al"Ifwrar�aQIRAY 2 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/18/2024 1 05:42:19 PST 1/6/2025 1 10:43:18 PST 12/11/2024 1 04:22:16 PST NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 12/3/2024 02:50 PM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 TK Airport Solutions,Inc. am 3201 N.Sylvania Ave.,Suite 117 Fort Worth,TX 76111f Initiated on:09/09/2024 IIIII 8liiu p0 Description of Change Order. Storage of(2) PBB's and(2)Walkways-Gates 6&7 due to site delays by others.Storage months are covered for a period of August 2024-Novemberr 2024. TK Self Perform Costs Unit QTY Unit Cost Hours Total Project Manager Hrs 1 $ 185.00 $ - Field Manager FM 1 $ 170.00 $ - Total $ TKTrevel Coets Unit Unit Cost QTY Total Field Manager Hotel Day EA $ 255.00 $ - Field Manage Air Fare EA EA $ 600.00 $ - Field Manager Pier Diem Day EA $ 69.00 $ - Total $ TK Storage Costs Unit Unit Cost QTY Total Gate 6 PBB Month $ 3,481.79 4 $ 13,927 Gate 6 WW Month $ 3,481.79 4 $ 13,927 Gate 7 PBB Month $ 3,481.79 4 $ 13,927 Gate 7 WW Month $ 3,481.79 4 $ 13,927 Total $ 55,708.64 Subcontractor and Supplier Costs Unit Unit Cost QTY Total Total $ - arkup Cost Mark-up Total TK Self Perform Costs $ - $ - TK Travel Costs $ - $ - $ - TK Storage Costs $ 55,708.64 $ 5,570.86 $ 61,279.50 Subcontractor and Supplier cost $ - $ - $ - Total Proposal 61,279.50 By: Shane Simpson By: ACCEPTED:TK EMPLOYEE APPROVED: NV2A Gulf Keystar JV❑ DATE CO2_FOR_04E,Rev 0 01/17/2022 Page 1of 2 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 TK Airport Solutions,Inc. Om 3201 N.Sylvania Ave.,Suite 117 Fort Worth,TX 76111 } Initiated on:09/09/2024 I CO2_FOR_04E,Rev 0 01/17/2022 Page 2of 2 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 N 0 " M GULF BUILDING PCO #113 rM�=; .,EYST*'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 #113: FF - Gate 8 Piles 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: 113/0 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: 12/19/2024 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: $116,160.00 POTENTIAL CHANGE ORDER TITLE: FF-Gate 8 Piles CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) FF-Gate 8 Piles This change order authorizes installation of piles for Gate#8 Passenger Boarding Bridge of KWIA project in accordance with Gate 8 revision drawings (20-2039-01). Further details are provided in the attached cost breakdown. ATTACHMENTS: CO#7 Gate 8 Additional Piles.pdf # Budget Code Description Amount 1 31-.62.13.10.S Piling.Subcontractor Gate 8 Piles $105,600.00 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $10,560.00 Grand Total: $116,160.00 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/31/2024 1 05:11:08 PST 1/6/2025 1 10:51:48 PST 12/19/2024 1 13:04:54 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 12/19/2024 03:09 PM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 y FOUNDATIONwww.flfoundations.com estimate@flfoundations.com tta , a 53) Fax:786-621-5805one: - - (74 info@flfoundations.com CGC#1517967 CHANGE ORDER FORM Change Order Amount: $ 105,600.00 Project Name: KWIA Concourse A Customer: NV2 Gulf Keystar Job Location: 3491 Roosevelt Blvd. The following changes are proposed within the scope of work: • Remobilization for Gate 8 @ $10k each $ 10,000.00 • Additional 48 Piles—Gate 8-40 @ 10 Rotunda Slabs &8 @ 2 tiedown slabs $81,600.00 • 20' piles @ $1,700 each • Additional Fee Concrete Plant Opening Fee per night$2,500. $10,000.00 • CO based on 4 nights of concrete service. • Nighttime Labor Fee for 4 nights $4,000.00 Total: $ 105,600.00 *One(1)remobilizations included in this CO any additional mobilizations will require an additional charge of$10,000 per mobilization. We propose the above changes in the scope of work for the added sum of$ 105,600.00 Florida Foundation Corp. Contract—20-2039-01 Acceptance of Proposal:The above prices, Signature: specifications and conditions are satisfactory and are hereby accepted.You are to do the Name &Title: work as specified. Payment will be made as outlined above. Date of Acceptance: Florida Foundation, Corp. PO Box 348550,Coral Gables, FL 33234 1 Ph.:305-912-PILE(7453)1 Fax:786-621-5805 info@flfoundations.com I estimate@flfoundations.com www.flfoundations.com I Like us on Facebook:facebook.com/flfoundations Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 N 0 " M GULF BUILDING PCO #115 rM�=; .,EYST*'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 #115: Steel Fab - Roof Curb Frames 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: 115/0 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: 12/20/2024 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: $83,862.36 POTENTIAL CHANGE ORDER TITLE: Steel Fab-Roof Curb Frames CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Steel Fab-Roof Curb Frames This change order covers the costs for the furnishing and installation of 18 roof frames for HVAC systems on the Low Roof of the KWIA project(20- 2039-01).A detailed cost breakdown,framing drawings,and a steel material list are included in the attachments. ATTACHMENTS: 22596 RCO 006-Roof Frames installed from underneath.pdf # Budget Code Description Amount 1 05-.12.10.00.S Structural Steel Framing Roof Curb Frames $76,238.51 Joist.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $7,623.85 Grand Total: $83,862.36 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 "„Wary m wad Oy ^S m 'bey^; �Gu ra r4d uj'' I04 21..Y2Y,u&UT 'w ., ,�tlyam��'o,;N.4 Vo"J"� J 'mom-r"Al"I , ;V' U SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 1/2/2025 1 08:02:30 PST 1/6/2025 1 10:54:25 PST 12/20/2024 15:58:05 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 12/20/2024 11:51 AM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 1 REQUEST FOR CHANGE ORDER 721 N.E.44th Street NUMBER: 006.0 Fort Lauderdale, FL 33334 Phone: 954-772-0440 N° Fax: 954-938-7527 TITLE: RCO#006.0 DATE: 6/7/2024 PROJECT: 22596 Key West IACA&Terminal JOB: 22596 TO: Antonio Pinto NV2A REASON: Price and Proceed Directed CIC REFERENCE: Phone: (954)599-0009 Fax: DESCRIPT10N OF CHANGE Cost associated with FURNISH AND INSTALL (18)Roof Frames from underneath, as per attached breakdown Item Description Quantity Units Unit Price Net Amount 001T Detailing standard 50.00 /Hour 77.00 3,850.00 009T Materials Add 8520.00 /Lb 1.80 15,336.00 014T Shop labor(standard)add 65.00 /Hour 70.00 4,550.00 024T Shipping 1.00 /Lot 1,500.00 1,500.00 039 Foreman(standard) 80.00 /Hour 84.25 6,740.00 040 Ironworker(standard) 400.00 /Hour 82.99 33,196.00 042 Housing-Add 1.00 /Month 8,000.00 8,000.00 043 Per Diem.5 Guys x 20 Days 100.00 /Day 50.00 5,000.00 052 Equipment-Lifts 2.00 /Month 800.00 1,600.00 062T Sales Tax at 0.07 1,766.521 1,766.52 063 Overhead at 0.1 1 8,153.851 8,153.85 By my signature below, I attest that I am authorized by my firm to enter into an agreement to purchase goods and/or services.As the Buyer, I hereby authorize Steel Fabricators, L.L.C.to proceed with the additional work described herein and do guarantee compensation on the basis noted above. If schedule impact listed below is zero or not listed,additional contract time required will be determined by Steel Fabricators at the time of implementation due to changes described above. The Contract Sum Will be Increased The Contract Time Will Not be Changed TBD 89,692.37 * 65% - 76,23 .51 M.S. ACCEPTED: NV2A BY: Antonio Pinto BY: DATE: DATE: PAGE 1 of 1 FORM:F CO 01 RFT SF o .\� d ( - K o co / ( / u "`- \ \0511, J--------- - � , . 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I Z E H ,1 B46B4-e Bas a4 s-a ez ------------------ LLI I= � - - K Eco \ tz J--------- la lo z} < ( ---------------- \ j w § j i ._ - i I U5 ® W ------ — - — —FT- 1 \ § _ — ��-------------- _,.:, ,, � ) � z Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 1 of 15 6/6/2024 3:12:55 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Job Date: 12/5/2022 Shipping Date: Sold To: Ship To: Filters: Drawing #: 103022 - 103034, 104005 - 104019, 108017 - 108024, 109014 - 109037, 110017 - 110032, 115023 - 115030, 116029 - 116034, 116038 - 116054, 120021 - 120032, 126016 - 126031, 127019 - 127036 Piece Mark City Dimension Lenath Grade Category Unit Weiaht Item Weiaht Sequence: 103 103025P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 103026P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 103027P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 103028P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 103029P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 10303OA 1 1 L 4 x 4 x 3/8 3-10 3/8 A36 38# 38# 38# 38# 103031 A l 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# 40# 40# 103032P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 103033P 1 6 FB 3/8 x 7 0'-2 5/8 A36 2# 12# 2# 12# 103034P1 2 PL 3/8 x 2 5/8 0'-6 1/2 A36 2# 4# 2# 4# Main Pc Qty 18 Sequence: 103 Total: 120# Sequence: 103-182 103022FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a1873 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a1874 1 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 5# 103022F 1 1 L 5 x 5 x 3/8 4'-1 1/4 A36 50# 50# 62# 62# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 2 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 103-182-Continued... 103023FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a1873 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a1874 1 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 5# 103023F 1 1 L 5 x 5 x 3/8 4'-1 1/4 A36 50# 50# 62# 62# 103024FR1 1 MI FRAME 4'-9 3/8 A36 0# 0# a1873 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# a1874 2 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 10# a1899 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# a1904 1 L 5 x 5 x 3/8 3-10 3/8 A36 48# 48# 103024F 1 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# 168# 168# Main Pc Qty 3 Sequence: 103-182 Total: 292# Sequence: 104-13 104005B 1 1 W 14 x 22 4'-8 1/2 A992 104# 104# a408 4 L 4 x 4 x 3/8 0'-9 A36 7# 29# 6 HS 3/4 x 0'-2 1/4 A325 0# 3# 6 HS 3/4 x 0'-2 1/4 A325N 0# 3# 138# 138# 104006B 1 1 C 10 x 15.3 38-6 3/4 A36 590# 590# 4 HS 3/4 x0'-1 3/4 A325N 0# 1# 591# 591# 104007B 1 7 W 10 x 12 8'-3 7/16 A992 99# 696# a402 28 L 4 x 4 x 3/8 0'-6 A36 5# 137# p922 14 PL 1/4 x 3 15/16 0'-5 15/16 A36 2# 23# p923 14 PL 1/16 x 3 15/16 0'-5 15/16 A36 0# 6# 28 HS 5/8 x 0'-1 3/4 A325N 0# 7# 28 HS 5/8 x 0'-2 A325N 0# 7# 28 HS 3/4 x 0'-1 3/4 A325N 0# 10# 28 HS 3/4 x0'-2 A325N 0# 11# 28 HS 3/4 x 0'-2 A325 0# 11# 130# 908# 104008B 1 1 W 10 x 12 T-1 1/4 A992 85# 85# p910 2 PL 3/8 x 6 0'-3 1/2 A36 2# 4# p2005 1 PL 1/4 x 3 15/16 0'-9 A36 3# 3# p2248 1 PL 1/4 x 3 15/16 0'-9 A36 3# 3# p2260 1 PL 3/8 x 9 0'-3 15/16 A36 4# 4# 3 HS 3/4 x0'-1 3/4 A325N 0# 1# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 3 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 104-13 -Continued... 6 HS 5/8 x 0'-2 A325TC 0# 2# 6 HS 5/8 x0'-1 3/4 A325TC 0# 1# 103# 103# 104009A 1 1 L 4 x 3 x 1/4 1'-5 1/2 A36 8# 8# 2 HS 1/2 x 0'-5 1/2 THREADED 0# 0# ROD W/ 8# 8# 104010A 1 1 L 4 x 3 x 1/4 1'-5 1/2 A36 8# 8# 2 HS 1/2 x 0'-5 1/2 THREADED 0# 0# ROD W/ 8# 8# 104011 A l 1 L 4 x 3 x 1/4 2'-4 3/4 A36 14# 14# 14# 14# 104012P1 7 PL 1/2 x 8 1'-1 5/8 A36 15# 108# 56 HS 3/4 x 0'-2 1/4 A325N 0# 24# 19# 132# 104013A 1 1 L 4 x 3 x 1/4 2'-4 3/4 A36 14# 14# 14# 14# 104014P1 1 PL 3/8 x 1 5'-0 A572-50 6# 6# 6# 6# Main Pc Qty 22 Sequence: 104-13 Total: 1,923# Sequence: 104-C3 104013A 1 X 1 L 4 x 3 x 1/4 2'-4 3/4 A36 14# 14# 14# 14# Main Pc Qty 1 Sequence: 104-C3 Total: 14# Sequence: 104-183 104015M 1 1 FB 5/8 x 3 T-7 3/8 A36 49# 49# 49# 49# 104016M1 5 PL 1/4 x 7 3/4 § 2'-1 5/16 A36 11# 55# 11# 55# Main Pc Qty 6 Sequence: 104-183 Total: 104# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 4 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 104-196 104017A 1 1 L 3 x 3 x 1/4 3-5 1/2 A36 17# 17# 17# 17# 104018A 1 6 L 3 x 3 x 1/4 4'-7 A36 22# 135# 22# 135# 104019A 1 1 L 3 x 3 x 1/4 3-5 1/2 A36 17# 17# 17# 17# Main Pc Qty 8 Sequence: 104-196 Total: 169# Sequence: 108 108019P 1 3 FB 3/8 x 4 § 0'-8 A36 3# 10# 3# 10# 108020P 1 3 FB 3/8 x 4 § 0'-8 A36 3# 10# 3# 10# 108021A1 1 L 5 x 3 1/2 x 3/8 3-9 5/8 A36 40# 40# 40# 40# 108022A 1 1 L 5 x 3 1/2 x 3/8 4'-0 1/2 A36 42# 42# 42# 42# 108023P1 3 PL 3/8 x 3 5/8 0'-6 1/2 A36 3# 8# 3# 8# 108024P 1 3 FB 3/8 x 7 0'-3 5/8 A36 3# 8# 3# 8# Main Pc Qty 14 Sequence: 108 Total: 118# Sequence: 108-184 108017FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a2020 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# 108017F 1 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# 61# 61# 108018FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a2020 4 L 5 x 5 x 3/8 0'-6 A36 6# 25# a2047 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# a2050 1 L 5 x 5 x 3/8 3-9 5/8 A36 47# 47# 108018F 1 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# 169# 169# Main Pc Qty 2 Sequence: 108-184 Total: 230# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 5 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 109 109022P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 109023P 1 4 FB 3/8 x 4 § U-8 A36 3# 14# 3# 14# 109024A 1 1 L 6 x 4 x 3/8 1'-10 1/2 A36 23# 23# 23# 23# 109025A 1 4 L 6 x 4 x 3/8 4'-2 A36 51# 205# 51# 205# 109026P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 109027P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 109028A 1 3 L 6 x 4 x 3/8 1'-10 1/2 A36 23# 69# 23# 69# 109029P 1 3 FB 3/8 x 5 § U-8 A36 4# 13# 4# 13# 109030P 1 1 FB 3/8 x 5 § U-8 A36 4# 4# 4# 4# 109031 P 1 1 FB 3/8 x 5 § 0'-8 A36 4# 4# 4# 4# 109032P 1 1 FB 3/8 x 5 § U-8 A36 4# 4# 4# 4# 109033P 1 2 FB 3/8 x 5 § U-8 A36 4# 9# 4# 9# 109034P 1 16 FB 3/8 x 7 U-4 5/8 A36 3# 55# 3# 55# 109035P 1 5 FB 3/8 x 7 0'-3 5/8 A36 3# 13# 3# 13# 109036P 1 1 FB 3/8 x 7 0'-3 5/8 A36 3# 3# 3# 3# 109037P1 2 PL 3/8 x 3 5/8 0'-6 1/2 A36 3# 5# 3# 5# Main Pc Qty 56 Sequence: 109 Total: 462# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 6 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 109-185 109014FR1 1 MI FRAME 4'-11 1/4 A36 0# 0# a1881 4 L 5 x 5 x 3/8 0'-5 A36 5# 20# a1893 1 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 40# a1907 1 L 4 x 4 x 3/8 1'-10 1/2 A36 18# 18# 109014F1 1 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 40# 119# 119# 109015FR1 3 MI FRAME 4'-11 1/4 A36 0# 0# a1881 12 L 5 x 5 x 3/8 0'-5 A36 5# 62# a1893 3 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 121# a1907 3 L 4 x 4 x 3/8 1'-10 1/2 A36 18# 55# 109015F 1 3 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 121# 119# 358# 109016FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a1881 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a1894 1 L 5 x 3 1/2 x 3/8 0'-5 A36 4# 4# 109016F1 1 L 4 x 4 x 3/8 4'-1 1A A36 40# 40# 50# 50# 109017FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a1881 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a1894 1 L 5 x 3 1/2 x 3/8 U-5 A36 4# 4# 109017F1 1 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 40# 50# 50# 109018FR1 1 MI FRAME 4'-8 1/4 A36 0# 0# a1881 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a1894 1 L 5 x 3 1/2 x 3/8 0'-5 A36 4# 4# 109018F 1 1 L 4 x 4 x 3/8 3-11 3/4 A36 39# 39# 48# 48# 109019FR1 1 MI FRAME 4'-8 1/4 A36 0# 0# a1881 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a1894 1 L 5 x 3 1/2 x 3/8 0'-5 A36 4# 4# 109019F 1 1 L 4 x 4 x 3/8 3-11 3/4 A36 39# 39# 48# 48# 109020M1 3 PL 1/4 x 11 3/4 § 2'-1 5/16 A36 15# 44# 15# 44# 109021 M 1 1 FB 5/8 x 7 S-4 A36 50# 50# 50# 50# Main Pc Qty 12 Sequence: 109-185 Total: 767# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 7 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 110 110021 P 1 7 FB 3/8 x 4 § 0'-8 A36 3# 24# 3# 24# 110022P 1 5 FB 3/8 x 4 § U-8 A36 3# 17# 3# 17# 110023A 1 1 L 6 x 4 x 3/8 1'-7 A36 19# 19# 19# 19# 110024A 1 1 L 6 x 4 x 3/8 4'-2 A36 51# 51# 51# 51# 110025A 1 1 L 4 x 4 x 3/8 2'-10 3/8 A36 28# 28# 28# 28# 110026A 1 1 L 4 x 4 x 3/8 4'-2 A36 41# 41# 41# 41# 110027P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 110028A 1 1 L 4 x 4 x 3/8 4'-8 3/8 A36 46# 46# 46# 46# 110029A1 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# 40# 40# 110030P 1 4 FB 3/8 x 7 0'-4 5/8 A36 3# 14# 3# 14# 110031 P 1 8 FB 3/8 x 7 0'-2 5/8 A36 2# 16# 2# 16# 110032P1 2 PL 3/8 x 2 5/8 0'-6 1/2 A36 2# 4# 2# 4# Main Pc Qty 34 Sequence: 110 Total: 306# Sequence: 110-186 110017FR1 1 MI FRAME 4'-11 1/4 A36 0# 0# a1890 4 L 5 x 5 x 3/8 0'-5 A36 5# 20# a1914 1 L 4 x 4 x 3/8 4'-1 1/4 A36 40# 40# a1917 1 L 4 x 4 x 3/8 1'-7 A36 16# 16# 110017F1 1 L 4 x 4 x 3/8 4'-1 1A A36 40# 40# 116# 116# 110018FR1 1 MI FRAME 4'-9 3/4 A36 0# 0# a1923 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 8 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 110-186-Continued... a1924 1 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 5# 110018F 1 1 L 5 x 5 x 3/8 4'-1 1/4 A36 50# 50# 62# 62# 110019FR1 1 MI FRAME 4'-11 1/4 A36 0# 0# a1923 3 L 5 x 5 x 3/8 0'-6 A36 6# 18# a1924 1 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 5# a1956 1 L 5 x 5 x 3/8 4'-1 1/4 A36 50# 50# a2053 1 L 5 x 5 x 3/8 2'-10 3/8 A36 35# 35# 110019F 1 1 L 5 x 5 x 3/8 4'-1 1/4 A36 50# 50# 160# 160# 110020FR1 1 MI FRAME 5-7 3/8 A36 0# 0# a1923 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# a1924 2 L 5 x 3 1/2 x 3/8 0'-6 A36 5# 10# a1927 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# a1928 1 L 5 x 5 x 3/8 4'-8 3/8 A36 58# 58# 110020F 1 1 L 5 x 5 x 3/8 3-11 3/4 A36 49# 49# 178# 178# Main Pc Qty 4 Sequence: 110-186 Total: 517# Sequence: 115 115026P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 115027P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 115028A 1 1 L 4 x 4 x 3/8 3-10 3/8 A36 38# 38# 38# 38# 115029A 1 1 L 4 x 4 x 3/8 3-8 5/16 A36 36# 36# 36# 36# 115030P 1 8 FB 3/8 x 7 0'-2 5/8 A36 2# 16# 2# 16# Main Pc Qty 18 Sequence: 115 Total: 117# Sequence: 115-187 115023FR1 1 MI FRAME 4'-9 3/8 A36 0# 0# a1933 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# a1935 1 L 5 x 5 x 3/8 3-7 9/16 A36 45# 45# a1936 1 L 5 x 5 x 3/8 3-10 3/8 A36 48# 48# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 9 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 115-187-Continued... a2022 2 L 5 x 3 x 3/8 0'-6 A36 5# 10# 115023F 1 1 L 5 x 5 x 3/8 3-7 9/16 A36 45# 45# 159# 159# 115024FR1 1 MI FRAME 4'-3 9/16 A36 0# 0# a1933 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a2022 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# 115024F 1 1 L 5 x 5 x 3/8 3-7 9/16 A36 45# 45# 56# 56# 115025FR1 1 MI FRAME 4'-3 9/16 A36 0# 0# a1933 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a2022 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# 115025F 1 1 L 5 x 5 x 3/8 3-7 9/16 A36 45# 45# 56# 56# Main Pc Qty 3 Sequence: 115-187 Total: 270# Sequence: 116 116038P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 116039A 1 1 L 6 x 4 x 3/8 1'-10 A36 23# 23# 23# 23# 116040P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 116041 P 1 6 FB 3/8 x 4 § 0'-8 A36 3# 20# 3# 20# 116042P 1 6 FB 3/8 x 4 § 0'-8 A36 3# 20# 3# 20# 116043A1 1 L 5 x 3 1/2 x 3/8 4'-7 5/8 A36 48# 48# 48# 48# 116044P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 116045A 1 1 L 5 x 3 1/2 x 3/8 4'-3 3/8 A36 45# 45# 45# 45# 116046A1 1 L 4 x 4 x 3/8 4'-3 1/8 A36 42# 42# 42# 42# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 10 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Categorx Unit Weiaht Item Weiaht Sequence: 116-Continued... 116047A 1 1 L 4 x 4 x 3/8 3-10 3/8 A36 38# 38# 38# 38# 116048A1 1 L 4 x 4 x 3/8 4'-3 1/8 A36 42# 42# 42# 42# 116049A 1 1 L 4 x 4 x 3/8 2'-10 3/8 A36 28# 28# 28# 28# 116050P1 1 PL 3/8 x 4 5/8 0'-6 1/2 A36 3# 3# 3# 3# 116051 P 1 2 FB 3/8 x 7 U-4 5/8 A36 3# 7# 3# 7# 116052P1 4 FB 3/8 x 7 U-3 5/8 A36 3# 11# 3# 11# 116053P 1 2 FB 3/8 x 7 0'-3 5/8 A36 3# 5# 3# 5# 116054P 1 10 FB 3/8 x 7 U-2 5/8 A36 2# 20# 2# 20# Main Pc Qty 45 Sequence: 116 Total: 375# Sequence: 116-188 116029FR1 1 MI FRAME 4'-10 1/8 A36 0# 0# a1945 3 L 5 x 5 x 3/8 U-5 A36 5# 15# a1946 1 L 4 x 4 x 3/8 1'-9 5/8 A36 18# 18# 116029F1 1 L 4 x 4 x 3/8 4'-0 1/8 A36 39# 39# 72# 72# 116030FR1 1 MI FRAME 5'-0 3/8 A36 0# 0# a1945 2 L 5 x 5 x 3/8 0'-5 A36 5# 10# a1949 1 L 4 x 4 x 3/8 4'-3 A36 42# 42# a1954 1 L 5 x 3 x 3/8 0'-5 A36 4# 4# 116030F 1 1 L 4 x 4 x 3/8 4'-2 3/8 A36 41# 41# 97# 97# 116031FR1 1 MI FRAME S-2 3/4 A36 0# 0# a1945 2 L 5 x 5 x 3/8 0'-5 A36 5# 10# a1954 1 L 5 x 3 x 3/8 U-5 A36 4# 4# a1955 1 L 4 x 4 x 3/8 4'-7 1/4 A36 45# 45# 116031 F 1 1 L 4 x 4 x 3/8 4'-2 3/8 A36 41# 41# 101# 101# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 11 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade CategorX Unit Weiaht Item Weiaht Sequence: 116-188-Continued... 116032FR1 1 MI FRAME 4'-10 3/8 A36 0# 0# a1968 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# a1972 1 L 5 x 5 x 3/8 4'-2 3/8 A36 52# 52# a2018 1 L 5 x 5 x 3/8 3-10 3/8 A36 48# 48# a2024 2 L 5 x 3 x 3/8 0'-6 A36 5# 10# 116032F 1 1 L 5 x 5 x 3/8 4'-2 3/8 A36 52# 52# 173# 173# 116033FR1 1 MI FRAME 5-0 3/8 A36 0# 0# a1968 3 L 5 x 5 x 3/8 0'-6 A36 6# 18# a1972 1 L 5 x 5 x 3/8 4'-2 3/8 A36 52# 52# a2024 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# a2056 1 L 5 x 5 x 3/8 2'-10 3/8 A36 35# 35# 116033F 1 1 L 5 x 5 x 3/8 4'-2 3/8 A36 52# 52# 162# 162# 116034FR1 1 MI FRAME 4'-10 3/8 A36 0# 0# a1968 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a2024 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# 116034F 1 1 L 5 x 5 x 3/8 4'-2 3/8 A36 52# 52# 63# 63# Main Pc Qty 6 Sequence: 116-188 Total: 667# Sequence: 120-25 120021 A l 1 L 3 x 3 x 1/4 5'-4 1/8 A36 26# 26# 26# 26# 120022A 1 4 L 3 x 3 x 1/4 5-4 1/2 A36 26# 105# 26# 105# 120023A 1 1 L 3 x 3 x 1/4 5'-4 1/8 A36 26# 26# 26# 26# 120024A 1 1 L 3 x 3 x 1/4 5'-3 3/8 A36 26# 26# 26# 26# 120025A 1 1 L 4 x 3 x 1/4 2'-2 A36 13# 13# 13# 13# 120026P1 7 PL 1/2x6 1/2 1'-1 5/8 A36 13# 88# 56 HS 3/4 x 0'-2 1/4 A325N 0# 24# 16# 111# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 12 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade CateaorX Unit Weiaht Item Weiaht Sequence: 120-25 -Continued... 120027A 1 1 L 4 x 3 x 1/4 2'-4 3/4 A36 14# 14# 14# 14# 120028P1 1 PL 3/8 x 1 5'-0 A572-50 6# 6# 6# 6# Main Pc Qty 17 Sequence: 120-25 Total: 328# Sequence: 120-50 120029B 1 1 C 10 x 15.3 9'-6 3/4 A36 146# 146# p854 2 PL 3/8 x 6 0'-3 1/2 A36 2# 4# 151# 151# 120030B 1 1 C 10 x 15.3 T-1 1/2 A36 109# 109# p854 1 PL 3/8 x 6 0'-3 1/2 A36 2# 2# 111# 111# 120031 B 1 1 C 10 x 15.3 8'-9 1/8 A36 134# 134# p855 1 PL 1/4 x 5 § 0'-5 A36 2# 2# 136# 136# 120032B 1 1 C 10 x 15.3 3-4 3/8 A36 51# 51# 51# 51# Main Pc Qty 4 Sequence: 120-50 Total: 449# Sequence: 126 126023P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 126024A 1 1 L 6 x 3 1/2 x 3/8 2'-1 3/4 A36 25# 25# 25# 25# 126025P 1 1 FB 3/8 x 4 § 0'-8 A36 3# 3# 3# 3# 126026P 1 4 FB 3/8 x 4 § 0'-8 A36 3# 14# 3# 14# 126027P 1 2 FB 3/8 x 4 § U-8 A36 3# 7# 3# 7# 126028P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 13 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade Cateaorx Unit Weiaht Item Weiaht Sequence: 126-Continued... 126029P 1 3 FB 3/8 x 7 0'-4 5/8 A36 3# 10# 3# 10# 126030P 1 6 FB 3/8 x 7 U-3 5/8 A36 3# 16# 3# 16# 126031 P 1 2 PL 3/8 x 3 5/8 0'-6 1/2 A36 3# 5# 3# 5# Main Pc Qty 23 Sequence: 126 Total: 94# Sequence: 126-190 126016FR1 1 MI FRAME 5-0 3/4 A36 0# 0# a1987 3 L 5 x 5 x 3/8 0'-5 A36 5# 15# a 1988 1 L 4 x 4 x 3/8 2'-1 3/8 A36 21# 21# 126016F 1 1 L 4 x 4 x 3/8 4'-2 3/4 A36 41# 41# 78# 78# 126017FR1 1 MI FRAME 4'-10 3/4 A36 0# 0# a1987 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a2026 1 L 5 x 3 x 3/8 0'-5 A36 4# 4# 126017F 1 1 L 4 x 4 x 3/8 4'-2 3/4 A36 41# 41# 51# 51# 126018FR1 1 MI FRAME 4'-10 3/4 A36 0# 0# a1987 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a2026 1 L 5 x 3 x 3/8 0'-5 A36 4# 4# 126018F 1 1 L 4 x 4 x 3/8 4'-2 3/4 A36 41# 41# 51# 51# 126019FR1 1 MI FRAME 4'-8 1/2 A36 0# 0# a1987 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a2026 1 L 5 x 3 x 3/8 0'-5 A36 4# 4# 126019F1 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# 49# 49# 126020FR1 1 MI FRAME 4'-8 1/2 A36 0# 0# a1987 1 L 5 x 5 x 3/8 0'-5 A36 5# 5# a2026 1 L 5 x 3 x 3/8 U-5 A36 4# 4# 126020F1 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# 49# 49# 126021 M 1 3 PL 1/4 x 11 3/4 § 2'-1 5/16 A36 15# 44# 15# 44# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 14 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark City Dimension Length Grade CategorX Unit Weiaht Item Weiaht Sequence: 126-190-Continued... 126022M 1 1 FB 5/8 x 7 3-4 A36 50# 50# 50# 50# Main Pc Qty 9 Sequence: 126-190 Total: 370# Sequence: 127 127023P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 127024P 1 5 FB 3/8 x 4 § 0'-8 A36 3# 17# 3# 17# 127025A 1 1 L 6 x 4 x 3/8 2'-2 A36 27# 27# 27# 27# 127026A 1 1 L 6 x 4 x 3/8 4'-1 1/4 A36 50# 50# 50# 50# 127027P 1 3 FB 3/8 x 4 § 0'-8 A36 3# 10# 3# 10# 127028A 1 1 L 4 x 4 x 3/8 3'-10 3/8 A36 38# 38# 38# 38# 127029P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 127030P 1 2 FB 3/8 x 4 § 0'-8 A36 3# 7# 3# 7# 127031 A l 1 L 4 x 4 x 3/8 4'-3 1/2 A36 42# 42# 42# 42# 127032A1 1 L 4 x 4 x 3/8 4'-3 1/2 A36 42# 42# 42# 42# 127033A 1 1 L 4 x 4 x 3/8 2'-10 3/8 A36 28# 28# 28# 28# 127034P1 2 PL 3/8 x4 5/8 0'-6 1/2 A36 3# 6# 3# 6# 127035P 1 2 FB 3/8 x 7 U-4 5/8 A36 3# 7# 3# 7# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Sequence Report Steel Fabricators, LLC Page 15 of 15 6/6/2024 3:12:56 PM Job #: 0922596 Job Description: Key West International Airport Concourse A Piece Mark Cam,ty Dimension Lenath Grade Category Unit Weiaht Item Weiaht Sequence: 127-Continued... 127036P 1 10 FB 3/8 x 7 0'-2 5/8 A36 2# 20# 2# 20# Main Pc Qty 34 Sequence: 127 Total: 308# Sequence: 127-191 127019FR1 1 MI FRAME 4'-10 1/2 A36 0# 0# a2009 4 L 5 x 5 x 3/8 0'-5 A36 5# 20# a2010 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# a2017 1 L 4 x 4 x 3/8 2'-2 A36 21# 21# 127019F1 1 L 4 x 4 x 3/8 4'-0 1/2 A36 40# 40# 121# 121# 127020FR1 1 MI FRAME 4'-10 3/4 A36 0# 0# a2004 1 L 5 x 5 x 3/8 4'-2 3/4 A36 52# 52# a2005 2 L 5 x 5 x 3/8 0'-6 A36 6# 12# a2007 1 L 5 x 5 x 3/8 3'-10 3/8 A36 48# 48# a2027 2 L 5 x 3 x 3/8 U-6 A36 5# 10# 127020F 1 1 L 5 x 5 x 3/8 4'-2 3/4 A36 52# 52# 174# 174# 127021 F R 1 1 MI FRAME 5-0 3/4 A36 0# 0# a2004 1 L 5 x 5 x 3/8 4'-2 3/4 A36 52# 52# a2005 3 L 5 x 5 x 3/8 0'-6 A36 6# 18# a2027 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# a2062 1 L 5 x 5 x 3/8 2'-10 3/8 A36 35# 35# 127021 F 1 1 L 5 x 5 x 3/8 4'-2 3/4 A36 52# 52# 163# 163# 127022FR1 1 MI FRAME 4'-10 3/4 A36 0# 0# a2005 1 L 5 x 5 x 3/8 0'-6 A36 6# 6# a2027 1 L 5 x 3 x 3/8 0'-6 A36 5# 5# 127022F 1 1 L 5 x 5 x 3/8 4'-2 3/4 A36 52# 52# 63# 63# Main Pc Qty 4 Sequence: 127-191 Total: 520# Main Pc Qty 343 8,520# Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 N 0 " M GULF BUILDING PCO #116 rM�=; .,EYST*'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 #116: Steel Fab-RFI #353 Framing to Support Roof Mounted Equipment 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: 116/0 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: 12/20/2024 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: $67,241.87 POTENTIAL CHANGE ORDER TITLE: Steel Fab-RFI#353 Framing to Support Roof Mounted Equipment CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract/s Changed As Follows) Steel Fab-RFI#353 Framing to Support Roof Mounted Equipment In accordance with the response to RFI#353,this change order authorizes the furnishing and installation of 16 beams and 3 roof frames to support Condensing Units,Exhaust Fans,&Line Jacks located in the Terminal and Departures roofs,as detailed in the attached marked-up drawings for the KWIA project(20-2039-01).The cost breakdown,framing drawings,and the referenced RFI are also attached for further details. ATTACHMENTS: 22596 RCO 016-RFI#353 Frames.pdf # Budget Code Description Amount 1 05-.12.10.00.S Structural Steel Framing Framing to support roof mounted equipment $61,128.97 Joist.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $6,112.90 Grand Total: $67,241.87 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--sirqrwdrays s b , 0*CUtW'Qr* uj', .r"A@,f ti,raVru4 „Yr SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/31/2024 1 06:39:30 PST 1/6/2025 1 10:52:48 PST 12/20/2024 1 15:56:41 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 12/20/2024 06:32 PM EST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 1 REQUEST FOR CHANGE ORDER 721 N.E.44th Street NUMBER: 016.0 Fort Lauderdale, FL 33334 Phone: 954-772-0440 N° Fax: 954-938-7527 TITLE: RCO#016.0 DATE: 12/6/2024 PROJECT: 22596 Key West IACA&Terminal JOB: 22596 TO: Antonio Pinto NV2A REASON: Price Only CIC REFERENCE: Phone: (954)599-0009 Fax: DESCRIPT10N OF CHANGE RFI #353-Cost associated with FURNISH AND INSTALL (16)Beams and (3) Roof Frames as per attached mark up drawings(Prime PAinted).Steel to be installed from underneath,as per attached breakdown. Qualifications: Price is based in one continuous mobilization. Item Description Quantity Units Unit Price Net Amount 001T Detailing standard 32.00 /Hour 77.00 2,464.00 004T Engineering &Design Drawings 20.00 /Hour 165.00 3,300.00 009T Materials Add 5666.13 /Lb 1.65 9,329.73 014T Shop labor standard add 55.00 /Hour 70.00 3,850.00 024T Shipping 1.00 /Lot 1,500.00 1,500.00 040 Ironworker standard 300.00 /Hour 82.99 24,897.00 042 Housing-Add 10.00 /Day 650.00 6,500.00 043 Per Diem.3 Guys x 10 Days 30.00 /Day 50.00 1,500.00 052 Equipment-Lifts 10.00 /Day 80.00 800.00 062T Sales Tax at 0.07 1,431.06 1,431.06 063 Overhead at 0.1 5,557.181 5,557.18 By my signature below, I attest that I am authorized by my firm to enter into an agreement to purchase goods and/or services.As the Buyer, I hereby authorize Steel Fabricators, L.L.C.to proceed with the additional work described herein and do guarantee compensation on the basis noted above. If schedule impact listed below is zero or not listed,additional contract time required will be determined by Steel Fabricators at the time of implementation due to changes described above. The Contract Sum Will be Increased 61,128. 77 The Contract Time Will Not be Changed TBD ACCEPTED: NV2A BY: Antonio Pinto BY: DATE: DATE: PACE 1 OF 1 FORM:F CO 01 RFT SF x � X Q t N N N N U1 N N N N 0O ,n E E E E E E E E E L a a` a` a` a m a` a` a N LO m w QU m m w w w w w A ,ti a c c c c c c c c c o v0 O O O O O O O O O � o ID a a a a a a a a a m -a O O O O O O O O O N � N m C N Q N ? O m m N O1 ° U U U U U N � c Q yn m v � E v v a p m bD t/T C_ 3 m m W Lq Ln M Ln M M M n M LD LD m <D m M M I� Lo w n O Oc Lo n m m M N � a Y Q ic6 M c-I N m a N Ln Ln Ln Ln �() N N Ln Ln Ln L U a rl ri rl ri rl N N .--I c-I e-I f0 � N SZ v v E v p 'v LL � o o rl o r- o m r- o o n o Lo o Lo o m oo Lo v m o a O N 7 V N N I-� Ln LD V E N N o oo m a-I V c-I O N a LD c-I oo m m m c-I rl a Q N Ifi Ln o N � c N o m u -p W O O O W O of V O O H 4 c-I c-I I, O m O c-I , c-I z 'N N c-I c-I rl U) p V a = C o Z '+• L u -o c LL L t6 a C m 3 o — a co o > N N N N N W 4 O " a 0 p t o 0 0 0 0 0 0 0 0 m mV O O O O O N N LD LD Ln _m LL O V ID ID ID V V ID LD Ln Q LL LL N J OP cr a Ln o o o 0 o Q N Ln Ln Ln Ln Ln Q O m 0 n n n n n ID Lo Lo ID QQ m m m m M M M m Q Q Q Q Q Q Q Q Q U a0 a, u1 oo - W > m_ W N N V y LLL m mm .--Ic\-I oo 2 N N N N N l0 lx x m LLU U W W J m p � N � O o p O N C W c-I N m L(1 to r, w m O c-I N m 't Ln LD � w m o c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I N N U O 0 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 S' A�iikrs flarb%ee Steel Inc. StwCtUrfl Steel C)esNp,�e�s e '16 F)ccdoir� Ch,dc, Moi'ii'oe M 08831 Iiinovafive.Pr�)fessionaLRe�iabl!,e, 1 (732)579 6180 ::iraH; aai Ref- 0922596 RBS-CO-10 Ref. CIC #011 Date: December 04, 2024 Andres Delgado Steel Fabricators LLC. Sub: Chance Order# 10- Job# 0922596 Key West International Airport Concourse A Dear Andres Delgado, This is with reference to the additional detailing work received per Mail sub: 22596 KWIA-Items left to do. Details of the revision are listed below, Change Description: a) Beam: 16 Qty newly added(Length will be varied based on field verify dimensions). b) Roof frame: 3 Qty newly added. We required 20 Engineering hours (Design of 28 beam to beam and 4 beam to concrete wall connections) & 32 Detailing hours for incorporating these changes, which we would like to raise through this change order. Please review this change order and send us your approval ASAP. 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I f f � 1 II Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Alk 2r NV2A/Gulf KeystarJV Project:20-2039-01 KWIA Concourse A and 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 #353: Supports for Mechanical Equipment on Terminal and Departures Buildings Status Closed on 08/01/24 To Christopher Kopec(McFarland Johnson, Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV) Dan Torres(McFarland Johnson,Inc.) 9100 South Dadeland Blvd,Suite 600 Michael Martin(McFarland Johnson,Inc.) Miami, Florida 33156 Oren Guttmann(McFarland Johnson,Inc.) Date Initiated Jul 2,2024 Due Date Jul 9,2024 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Frankcys Salas(Turnkey International,Inc.) Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Kirk Boothroyd(McFarland Johnson,Inc.),Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf Keystar JV) , Gustavo Lazaro(NV2A/Gulf Keystar JV),Jose McSherry(NV2A/Gulf Keystar JV),Joseph L. Petzack(McFarland Johnson,Inc.),Antonio Pinto (NV2A/Gulf Keystar JV), Jasmine Sander (NV2A/Gulf Keystar JV), Claudio Santos(NV2A/Gulf Keystar JV),Mansour Sodagari(NV2A/Gulf Keystar JV),Gabriel Valladares (NV2A/Gulf Keystar JV) Trade Mechanical NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 1,2024 01:57 PM EDT Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 RFI#353-Supports for Mechanical Equipment on Terminal and Project:20-2039-01 KWIA Concourse A and Terminal Improvements Departures Buildings Program Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday,Jul 2, 2024 at 03:26 PM EDT Ref.RFIs 76.1,76.2,& 122 Responses Note that there are Condensing Units,Exhaust Fans,&Line Jacks located in the Terminal and Departures roofs that will require steel framing for support(Refer to the attached marked-up drawing M131 showing the referenced equipment). Item 2/RFI 76.1 response and item 3/RFI 122 response say: "Framing for support of roof mounted equipment/ hoods/etc.to be per angle frame detail on S-402".The steel angle shown on"Typical Detail of Roof Angle Frame"/S-402 is 4x4x1/4. Please see the attached shop drawings showing the locations of CU-1, CU-2,HP-3, HP-4,&F-9.We're also including the approved submittal for the referenced equipment supports. Note the following: 1.CU-1 &CU-2 base plates are 6x6(see the attached extract from NOA). Please provide a steel member with a minimum width of 6"to be able to fully support the base plates for CU-1 &CU-2 and provide a revised drawing S-114 showing the new framing. 2. HP-3&HP-4 base plates are 8x8(refer to the wind load calculations). Please provide a steel member with a minimum width of 8"to be able to fully support the base plates for HP-3&HP-4 and provide a revised drawing S-115&Roof Plan Area F showing the new framing. Note there is no information about the existing curb to rest HP-4(Ref. Keynote 3/1VI131).We suggest using the support included in this RFI. 3. Please provide Roof Plan Area F showing the framing for F-9(Attached is the roof curb cut sheet). 4. Please advise if line jacks will require a steel framing,and if so please show framing on floor plans (Attached is the line jack dimensions). Attachments KWIA RFI 353 Attachment.pdf Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Thursday,Aug 1, 2024 at 01:35 PM EDT See attached drawings for required framing at unit supports. Contractor to verify existing conditions and coordinate final locations of units. At line jacks provide 12 ga plate similar to typical detail at small openings on S-402. Locate plate on top of deck and increase plate dimensions in order to allow for line jack attachment to plate. Attachments Structural Drawings-RFI 353.pdf All Replies Response from Oren Guttmann McFarland Johnson,Inc.on Thursday,Aug 1, 2024 at 01:35 PM EDT See attached drawings for required framing at unit supports. Contractor to verify existing conditions and coordinate final locations of units. At line jacks provide 12 ga plate similar to typical detail at small openings on S-402. Locate plate on top of deck and increase plate dimensions in order to allow for line jack attachment to plate. Attachments Structural Drawings-RFI 353.pdf NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 1,2024 01:57 PM EDT S1N3W3n08dWl�VNIWH31'8 V 3SHf10ONOO t 6 � y� 1HOdHIV WN0liVNb31NI 1S3M A3Ji rodd o m w o c �o�y� o cq ObOCC-Jd'3SOM AG>j'PNe JIGAGS00H S l6b£ z ¢ z N0I1dInV d01N3W1HVd3Cl AiNn0o E]OHNOW - xx w , �q - ��s 0 �0 LU _ O z � _ �o o w 29 a = } Y ¢ 9E ❑ ❑❑ w� w w w 07 ❑* w x d------------ d 0 w i L w LL LL MMloe - �7�7 w 8 ry _ry w 0 ,...... ........ ....... ........ .......... 4 i L zqe.� 5 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Alk 21r NV2A/Gulf KeystarJV Project:20-2039-01 KWIA Concourse A and 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 #122: Steel Framing Supports for Roof Mounted Mechanical Equipment Status Closed on 05/17/23 To Michael Martin(McFarland Johnson,Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV) Devin Shapley(McFarland Johnson,Inc.) 9100 South Dadeland Blvd,Suite 600 Frederick Mock(McFarland Johnson,Inc.) Miami, Florida 33156 Christopher Kopec(McFarland Johnson, Inc.) Oren Guttmann(McFarland Johnson,Inc.) Date Initiated Apr 13,2023 Due Date Apr 20,2023 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number M131 Reference Linked Drawings Received From Leonel Son(Turnkey International,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) NV2A/Gulf Keystar JV Page 1 of 2 Printed On: May 17,2023 08:03 AM EDT Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 RFI#122-Steel Framing Supports for Roof Mounted Mechanical Project:20-2039-01 KWIA Concourse A and Terminal Improvements Equipment Program Activity Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Thursday,Apr 13, 2023 at 04:23 PM EDT Structural drawings do not show details for structural supports/framing associated with the roof mounted mechanical equipment such as RTUs, MAUs, fans, gravity ventilators and condensing unit (CU) stands. During mechanical coordination in RFI #76 certain modifications and new openings were introduced. Please refer to the attached Sketch Package #1 with marked-up drawing M131 showing the overall location of the mechanical equipment on the roof and Sketch Package #2 with the ductwork modifications in RFI #76. Please review and advise on the following: 1. Please refer to Sketch Package #1 (TKI RFI #009), Keynote 2, on drawing M131, indicates the following for the concession equipment "...Final equipment selection and location by Owner". Please note that exhaust fan F-5 is right next to MAU-1 and exhaust fan F-6 is next to MAU-2. Shouldn't there be a 10' separation between the exhaust fans and MAU. Please advise on final selection of concession equipment, location and steel framing requirements. 2. Please refer to Sketch Package #2 (TKI RFI #006), with a shop drawing with modification to slab openings associated with AHU-1 and AHU-2 based on ductwork changes in RFI 76. Please advise on the following: a. Please advise if the steel brace in conflict with OA duct can be eliminated? b. Please provide revised structural drawings incorporating the required steel framing to support the new EA and OA hoods shown on the attached drawings OP3.1 & OP3.4 c. Please update soffit framing with the new location of the duct penetrations as shown on the attached shop drawing OP3.1 & OP3.4. 3. Please advise if structural drawings will be revised to incorporate all the changes and clarifications to the structural steel framing, slab opening requirements and details for all the roof mounted equipment noted on the attached marked-up sketch packages #1 and #2. (Please note that the framing for AHU-4 was provided under RFI #47). If a coordination meeting with the mechanical trade and structural steel trade is necessary, please advise. Attachments Sketch Package 2-KWIA TKI RFI#006 Concourse Str Revs per NV2A RFI 76.pdf,Sketch Package 1 -KWIA TKI RFI#009 Steel Framing for Mech Egpm.pdf Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Monday,Apr 24, 2023 at 12:09 PM EDT 2. Refer to RFI-76.1. 3,IFraming for support ef,roof amounted equiprnentf ods/etc,to be,per angle frame detM on -402, All Replies Response from Oren Guttmann McFarland Johnson,Inc.on Monday,Apr 24, 2023 at 12:09 PM EDT 2. Refer to RFI-76.1. 3. Framing for support of roof mounted equipment/hoods/etc.to be per angle frame detail on S-402. NV2A/Gulf Keystar JV Page 2 of 2 Printed On: May 17,2023 08:03 AM EDT �a S1N3W3n08dWl�VNIAHgi1 8 V 3SHMONOO a o s z_ os�y iHOdUIV WN0liVNH31NI 1S3M A3N m a N > _ oyyaoo Ob0£E��'35eM(s�{`PMe llanasooa S l6b£ w o N. o NOI1dIAV-�O 1N3W1FJVd30.11Nf100 30aNOW 0 s a: > Q w _ O fCa pp a LLI 0_ _ _ LL W J Z - a = ° w g W j W = a+ CD Z p w LU U a _ a O W mOW I W LL p p OF U. 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Corrections or comments made on the shop drawings during the review do not relieve Sk"Alont l (k14 1tNt" &O' RX, 1100 if j a"00ofi"f"r&ftco to c f"wigme's the Contractor from compliance with the requirements of the Plans and t»m"°i 3 h not, ter, t„g„f cortrdfulat( mi dlidi",ntl'pjllnce"J11 rty"Jd,.desif f1 Specifications. Review of a specific item shall not include review of an assembly of which an item is a component. The Contractor is responsible tntio 7'. Ajfj,"d"i'DwO of th fS1hin'40A dico1v's J'1ftA rehcoiV the d�1flt1�r„,oW gY11 "G f r igir for dimensions to be confirmed and corrected at the job site;information 'Ovwdof of jjtor cooltrplmal rerispo1'"Poddtl'fty?rid jR tfrsJrwos� that pertains solely to the fabrication process or to the means,methods, t JidlM"41% d''W Mda'p^ , wrol"W"Jocts d kfxpnOrl'Awl, "pM f4 fdJ t b techniques,sequences and procedures of construction;coordination of the rf 'Aces; WOr t 11u "an p i leNnC of wnrk 1n a aro fj work with that of other trades and performing all Work in a safe and satisfactory manner. fJtB�IS�IfjiC14�fCbff�gFtft'hf", By: MRM Date: 2/14/2024 "n�a Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 KeyWest I ternatin al. Airport, In n r KEY WEST INTERNATIONAL AIRPORT CONCOURSE A & TERMINAL IMPROVEMENTS 3491 S Roosevelt Blvd, Key West, FL 33040 HVAC SUBMITTAL ITEM: CONDENSING UNITS STANDS SPECIFICATION: 23 0529 TKI SEQUENCE: 23 0529.2 DATE: Jan 2, 2024 McFarland Johnson 2409 North Roosevelt Blvd Suite 4 " McFarlandl1ohns��� ARCHITECT Key West,Florida 33040 P:321.431.7029 McFarland Johnson 2409 North Roosevelt Blvd Suite 4 � � "t01't4'�ttt ENGINEER Key West,Florida 33040 P:321.431.7029 �. mrsi um n am GENERAL NV2A Gulf Keystar,a Joint Venture,LLC CONTRACTOR 3491 S Roosevelt Blvd,Key West,FL 33040 Turnkey International,Inc. MECHANICAL 1315 NW 98th CT Suite 15,Doral,FL 33172 ke � CONTRACTOR Phone:305.591.0261-Fax:305.591.2676 TO -mom.J..� info@turnkeymechanicaLcom rl M M lD lD zo LD m M v v N " l0 l0 N N III�IIIIY' `lll'lIP' O O O O 00 00 lD LD 00 00 Ln Lf) 1l�lIIN N N In In N N Ilia"° N N M M c-I ci IIIIIIIIIN �1IIU 'IdNl6' i911�oi1 I'II, I�" 00 00 \ \ Yu ��h1N' V A M M '*811C, M M lD lD lD lD N N N N M M 00 00 'T "�Ilpl N N c-I —i n n L!) 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H H H H 00 r" W G3 ti Z 4liiim"� 2 2 2 2 U U LNA N M -;:I- Ln W _ N n LLA a+ (D ~ C W C O U O 0 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 QuEST Consulting Engineering Testing CONDENSOR UNIT SUPPORT STAND ATTACHMENT & EVALUATION Project Condenser Units HP-3& HP-4 QuEST Report No. J-23087.002 Key West International Airport 3491 S. Roosevelt Boulevard Key West, FL- 33040 Substrate Steel Mean Roof Height 40.0 Feet Configuration Low Slope Roof Area (Approx.) Sq.Ft. Category III Roof Width 80.0 Feet Exposure Condition D Perimeter Width 24.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 200 mph Corner Zones 24'x 24' Each Slope V 0.0 Slope H 12.0 Slope Angle' 0.00 Uplift Pressures qZ = 0.00256 KZ KZt Kd V2 P = qZ GCr qZ KZ Kt Kd V GCr GCr 106.881 1.222 1.005 0.85 200 Vertical Lateral 1.50 1.90 Pressure Vertical Pvert ult. 160.32 psf Pvert asd 96.19 psf Lateral Plat uit 203.07 psf Plat asd 121.84 psf Equipment Stand Information 6061-T6 Aluminum Alloy Stands Condensor Unit Parameters Length 36Inches Width 48.88Inches Width 25.5Inches Depth 29.19Inches Height 32.25Inches Height 71.63Inches Plan Area 918 Sq. In. Weight 633 pounds Plan Area 6.38 Sq. Ft. # Units 1 # Layers 1 Fastener Type O 3/8"x 4-1/2" SS Bolts Fastener Length Fasteners per Leg 4 No. of Legs 4 Total Eqpt. Height(in) 103.88 UPLIFT CRITERIA Plan Area 6.38 Sq. Ft. Uplift Force 613.23 Ibs (From FBC 1620.6; Using Pvertasd) LATERAL CRITERIA Side Area 24.31 Sq. Ft. Lateral Force 2962.57 Ibs (From FBC 1620.6; Using Pvertasd) Quest Engineering Svcs&Testing, Inc. (CA#7954),2737 NW 19 St., Pompano Beach, FL-33069 Ph(954)582 9800 Fax(954)582 9836 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 Turnkey International, Inc. Page 2 of 4 QuEST Report No.: J-23087.002 UPLIFT CRITERIA Bolt Clamp Load 4250 Ibf(Published value for 12 ga. Steel) Safety Factor 3 MCRF 1416.667lbf No. of Fasteners Required to Anchor Curb -0.01 (After factoring self-weight of AC Units) No. of Fasteners Required per Edge 0.00 O.K. SHEAR CRITERIA Bolt Shear Value 3037 Ibf(Published value for 12 ga. Steel) Safety Factor 3 MCRF 1012.33lbf No. of Fasteners Required to Anchor Curb 2.93 No. of Fasteners Required per Edge 0.73 O.K. OVERTURNING CRITERIA Overturning Moment 16034.1 ft-Ibf (Factoring restoring moment due to Wt) Corresponding Uplift Load on Long Edge 7545.45 Ibf Fastener Withdrawal Value 4250 Ibf(Published value for 12 ga. Steel) Safety Factor 3 MCRF 1416.6667 Ibf No. of Fasteners Required to Secure Stand 5.33 No. of Fasteners Required per Leg 2.66 O.K. SIMULTANEOUS UPLIFT, LATERAL& OVERTURNING Total Fasteners Required per Leg 3.39 O.K. Stand to have a minimum of 4 legs. Each leg to be secured to the steel supports with at least 4 O 3/8"x 4-1/2" SS Bolts installed in 12 ga. Steel Supports STAND EVALUATION Bending Moment Analysis of Top Support Beam (3"x 4"x 0.17" I-Beam) Uplift Load per Stand 613.23 Ibf Maximum Span of Top Channel (L) 3.00 ft Yield Strength of T-6061 Aluminum 40000 psi No. of Top Rails 2 Uniformly Distributed Load on Top Rail (w) 102.20 plf Maximum Bending Moment (M=wL2/8) 114.98057 ft-lb = 1379.76679 in-lb Section Modulus of Top Rail (Z) 1.19 in Bending Strength of T-6061 Aluminum 13200 psi (-45% reduction for welding) Bending Stress (a = M /Z) 1159.47 psi < 13200 psi (O.K.) QuEST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Turnkey International, Inc. Page 3 of 4 QuEST Report No.: J-23087.002 Buckling Load Analysis of Stand Leg (4"x 4"x 1/4") Net Uplift Load on Stand (Uplift- Self Wt) -19.77 Ibf # Legs Resisting Load 4 Direct Uplift Load per Leg (Net Uplift/#Legs) -4.94 Ibf Lateral Force per Stand 2962.57 Ibf # Legs Resisting Load 4 Lateral Force per Leg (Lateral Force/# Legs) 740.64 Ibf Uplift Load due to Overturning per Leg 1976.94 Ibf Maximum Uplift Load per Stand Leg 1971.99 Ibf Maximum Height of Stand Leg (L) 32.25 inches Modulus of Elasticity of T-6061 Aluminum (E) 10000000 psi Outer Dimension of Leg (OD) 4.000 inches Inner Dimension of Leg (ID) 3.500 inches Area Moment of Inertia (1) 8.83 in Column Effective Length Factor(K) 2 Max. Allowable (Buckling) Load (F) 209422 Ibf >> 1971.99 psi (O.K.) Bending Analysis of Stand Leg (4"x 4"x 1/4") Lateral Force per Leg (Lateral Force/# Legs) 740.64 Ibf Moment Arm for Lateral Load 68.07 inches Maximum Moment(Cantilever Condition) 50411.873 in-Ibf Outer Dimension of Leg (OD) 4.000 inches Inner Dimension of Leg (ID) 3.500 inches Area Moment of Inertia (1) 8.83 in Section Modulus (z) 4.41 in' Bending Stress (o = M /Z) 11420.743 psi < 13200 psi (O.K.) Lateral Load Analysis of Horizontal Brace (3"x 4"x 0.17" I-Beam) Length of Brace (L) 25.5 inches Maximum Spacing of Brace (Stand Spacing) 36 inches No. of Horizontal Braces per Span 2 Max. Lateral Load per Brace 1481 Ibf Modulus of Elasticity of T-6061 Aluminum (E) 10000000 psi Area Moment of Inertia (1) 2.38 in Column Effective Length Factor (K) 2 Max. Allowable (Buckling) Load (F) 90305 Ibf >> 1481 psi (O.K.) e i m nt n y B e li,a ( x x /2 Maximum Lead per Stand Leg 1971,99 lhf Maximum Width of Base Plate 8.00 in Effective Span of'Base Plate 535 in Thickness of Base Plate 0�50 in Moment Arm (a) 1 A4 in Maximum Bending Moment(M = Pa) 2834.74 in-lb - 236,23 ft-lb Section Modulus of Base Plate 0.33 in" Bending Stress(o = M/Z) 8504,22 psi 13200 psi (OX) Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 Turnkey International, Inc. QuEST Report No.: J-23087.002 Page 3 of 3 Punching Shear Analysis of Base Plate (8"x 8"x 1/2") Maximum Load per Stand Leg 1971.99 Ibf Width of Stand Pipe 3.75 in Perimeter Length of Stand Pipe at Base 11.78 in Thickness of Base Plate 0.50 in Yield Strength of 6061-T6 Aluminum 40000 psi Shear Strength of 6061-T6 Aluminum 20000 psi Punching Shear 334.78 psi < 20000 psi (O.K.) This evaluation is primarily limited to wind uplift and overturning loads computed per FBC 2020 &ASCE 7-16 based on the project data and information provided to QUEST. Gravity load analysis for the aility of the roof to support the pipes was not done, as it was not a part of our scope. Project Engineer of Record should that. The unit attachment to stand should be done in accordance with the manufacturer's recommendations. All work should be done in accordance with the Florida Building Code (2020). Ensure that fasteners do not damage the slab reinforcement or post-tensioning tendons (if any). Ensure that stands (and Condensor Units) are not installed in the corner areas of the roof. Install vibration dampers as required. Sincerely, \0E "� » �' Quest Engineering Services &Testing, Inc. Ne. 4696 R. N. Sailappan, P.E. STATE OF Principal 40PWO 'M'` ", Florida Registration No. 46696 '� �� , QuEST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 48 20 a _ I BEAN 4x3x.170 _ a jj EL�EV I� 6h� I1P 911 I� II 21/2 Ih iI II I It AP lit H 119 (I ✓ �I�* r 21t 12" 4x4x.250 POST + 44 CAP ON TOP + 8x8x1/2 PLATE ON BOTT0M TUHTE1203AN40AN (TTP. OF A) CU N FLOOR PLAN DETAIL Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 oft� 0 I I I I I I I I I I I I loy 25 1/2 ol sk 4 VI EAM 4x3x.170 24 4x4x.250 POST + 44 28 1/4 CAP ON TOP + WXI/2 PLATE ON BOTTOM (TYP. OF 4) 12 PITCP 2 GU STAND 2 (HP-3 HP-4) SCALE: I"=1'-0" Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 QuEST Consulting Engineering Testing RTU STAND SELECTION CALCULATION Project Units CAN,1 &CU-2 QuEST Report No. J-23087.003 Key West International Airport 3491 S. Roosevelt Boulevard Key West, FL- 33040 Substrate Steel Mean Roof Height 15.0 Feet Configuration Low Slope Roof Area (Approx.) Sq.Ft. Category III Roof Width 80.0 Feet Exposure Condition D Perimeter Width 9.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 200 mph Corner Zones 9' x 9' Each Slope V 3.0 Slope H 12.0 Slope Angle' 14.04 Uplift Pressures qZ = 0.00256 KZ KZt Kd V2 P = qZ GCr qZ KZ Kt Kd V GCr GCr 90.099 1.030 1.005 0.85 200 Vertical Lateral 1.50 1.90 Pressure Vertical Pvert ult. 135.15 psf Pvert asd 81.09 psf Lateral Plat ult. 171.19 psf Plat asd 102.71 psf Stand Information Miami Tech Aluminum A/C Stands (Miami-Dade NOA#20-1013.03 - HD System) Stand Parameters RTU Parameters (1 per Location) Length 36 Inches Width 37.25Inches Width 36 Inches Depth 34.25Inches Height 28 Inches Height 36 Inches Plan Area 1275.813 Sq. In. Weight 300 pounds Plan Area 8.86 Sq. Ft. # Units 1 Side Area 9.31 Sq. Ft. Fastener Type Per NOA& Project Plans Fastener Embedment Edge Distance RTU Height (in) 36 Pressure Vertical Pv uit 135.15 psf Pv asd 81.09 psf Pressure Lateral PLat ult. 171.19 psf PLat asd 102.71 psf RTU to be installed only in the Field or Perimeter Areas of the roof. In subsequent sections of this report, the lateral and uplift pressures referred are the field and perimeter area pressures. If RTU location is changed to corner areas of the roof, then engineer should be notified and new stand selection will need to be undertaken. Quest Engineering Svcs&Testing, Inc. (CA#7954),2737 NW 19 St., Pompano Beach, FL-33069 Ph(954)582 9800 Fax(954)582 9836 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 Turnkey International, Inc. Page 2 of 2 QuEST Report No.: J-23309.003 Stand Selection Parameters Field/Perimeter Zone of Roof NOA Reference Criteria Max. Side/Front Area 9.31 Sq. Ft. 17.5 Sq. Ft. Max. Top Area 8.86 Sq. Ft. Sq. Ft. Maximum Unit Height 36 Inches 40 Inches Maximum Stand Height 28 Inches 30 Inches Lateral Wind Pressure 102.71 psf 111.2 psf Uplift Pressure 81.09 psf 87.80 psf From the NOA"HD Stand" System Table; for the above parameters, we need No. of Frames Required Field/Perimeter Zone of Roof NOA Allowed Pressures Lateral(pst) Uplift(pst) NOA#20-1013.03 (HD System) 4 Frames 111.2 87.80 These RTUs are to be installed only in the field or perimeter areas of the roof over steel trusses. Per NOA, such RTUs, installed in the field/perimeter areas of the roof, will need four frames to support them. These calculations have been done in accordance with ASCE 7-16, based on the project data and information provided to QuEST. Gravity load analysis for the abilty of the roof to support these RTUs was not done. This evaluation is primarily limited to wind uplift and lateral loads computed per FBC 2020 &ASCE 7-16. The RTU installation and securing should be done in accordance with the NOA and stand manufacturer's recommendations. All work should be done in accordance with the Florida Building Code (2020), following OSHA mandated safety guidelines, by licensed personnel, after obtaining relevant permits. %tt l i I I I Ifill, ��� Sincerely, p,"k'�..a�wPP '0"i Quest Engineering Services &Testing, Inc. P "" No. 469 R. N. Sailappan, P.E. ~t ", STATE OF Principal °. Florida Registration No. 46696 4 0R1 0 M . A 1 V QuEST Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 0 0 0 0 0 0 0 0 12 0 0 0 0 O O O O 12 Irl O O O O 0 0 0 0 12 O O O g-k -- - - 0 0 0 0 36 9WR401%1 eU STAND 3 (cU-1 4 cU-2) 3 FLOOR �L�N O�T�I L - TY�. OF 2 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD1OE48 T -- T -TT� � I TIT I III Ij � j � I � i I III II I III I rT- -T - - - -- T -7 -I II I I II II I I II II I I II II I I II II I I II 3x3x1.BB SUPPORT ANGLE REFER TO DETAIL IA/10 ON NOA II I I II RAIL (I-BEAM) "ND" STAND TYP. OF 4 FRAME5 24 L 36 L GU STAND 3 (GU-1 $ GU-2) SCALE: 3/4"=1'-0° ,Y me a wr eM txm MrnletJJhM.,N,E�a ¢.,;nry—1 ya,y� ,i , arNaaa,ows xr+lurdr.,reaa�+wvan l.aufw ortlldcaJ Nr1b1 rr(f�f,E..aUi rvtiWrq ,m ay rrr:.,� �r 6W-,w(0fF I Ow—llc 0 k) rygyrr,d 1,Wv wpdI6Mp'I I' rr r'r'rlf.wi nx�"!rr r. fn al p901 r1J.1 14 3AV 144X f MS GIN P I:. .n,.14^�Y�,g 0;0 XWzl 05it V69 pu'OO;;I@9P'�igeti �tllrrf7n�_nrr r,r� w arvrd'r nt�i"Atli +f5 � E u�,w ^d,yp•e,ura Yu"�+riau.darr a r+NAI w�l `U rng awa rr aVQV u J kr1C "N!�'�ImIFJ k�hY CAW 1 auras �u v aa�aauv a r�ry.Wy�y,,pyry yy �I'^'1�� { '}' 4.� 1 _ � rD V 8 'HD3.,A.. 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Mark: F Model: GPF-17-G24 15.75 15.75 Model: GPF 2" per foot Roof Curb 24.00 Standard Construction Features: -Roof Curb fits between the building roof and the fan mounted directly to the roof support structure -Constructed of either 18 ga galvanized steel or 0.064 in. i aluminum-Straight Sided without a cant-2 in.or 5 in. mounting flange- 1 in. thick 3 lb density insulation-Height-Available from 8 in.to 42 in.as specified in 0.5 in. increments. Notes:-The maximum roof opening dimension should not be greater than the"Actual"top outside dimension minus 2 in.. -The minimum roof opening dimension should be at least 2.5 in. more than the damper dimension or recommended duct size.-The Roof Opening Dimension may or may not be the 25.75 25.75 same as the Structural Opening Dimension.-Damper Tray is optional and must be specified. Tray size is same as damper size.-Security bars are optional and must be specified. Frames and gridwork are all 12 ga steel. Gridwork is welded to the frame and the frame is welded to the curb. General Sizing Undersizing Weight Shipped Tag Qty Model Method (in.) (lb) Assembled Union Label 1 GPF-17 Nominal 1.25 35 Yes No Preference Dimensions Nominal Nominal Actual Actual Actual Actual Hinge Hinge Curb Outside Outside Outside Outside Inside Inside Flange Flange Base Base Height Width Length Width Length Width Length Width Length Width* Length* (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) 24 17 17 15.75 15.75 12.25 12.25 25.75 25.75 16 16 May not be applicable Accessories Security Insulation Insulation Material Bars Liner (in.) R Value Galvanized No No 1 R4.3 G:\Wincaps\JOBS\CS\78459 KWIA-CONCOURSE A-TERMINAL.gfcj CAPS 4.40.1103 Generated by:carlos@cors-air.com Page 30 of 41 Docusign Envelope ID:76E38F6E-E8EB-4CAA-AAD5-BF6A5BD10E48 Submittals & Specifications Line Jack With Curb Isometric View O 10 0 0 0 0 FA10 j 20 z Y Removable cap A NOTES: y B 10 =LINEJACIK FOR REFRIGERANT LINES Curb Welded X 20 Side View JOB I KeyDATE Seams: Material: Gauges:West 1 1 'I it {„ LOCATION QPittsburg Galvanized Q 16ga QScrew Seam Q Stainless Steel 18ga SUBMITTED TO Q Welded Q Aluminum Q 20ga SUBMITTAL APPROVED BY QSpotweld Q 22ga PREPARED BY Removable Cap Q 24ga Q 26ga 6987 Northwest 50th Street. 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