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HomeMy WebLinkAbout39th Change Order 01/16/2025 Docusign Envelope ID D88AB901-0AA1-4DE8-A9A3-6CB54B999C89 M.0 A,UNSTR 4k0bA 07 f ndosu re 11) pate 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROiECT"I"N4„ KWIA Concourse A&Terminal Improvements CHANGE ORDER NO 9 . 0 ............ .!------------ KTIATION DATE: 8/5/2024 TO COWRACTM NV2A/Gulf Keystar JV CONTRACT DATE 8/17/2022 ........... The Contract os changed as follows: The Original(Contract Sum)(Guaranteed MaxWnn Price) $ 101,461,77L00 Net change by previously authozied Change Order $ 13,328,05616 The(Contract Sum)(Guaranteed Mxlum Price)prior to this Chage order was 114,789,827A6 The(Contract Sum)(Guaranteed Mxium Price)will be([Increased(by this Change Order 197,859.54 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 114,987,686.70 The Contract Time will be(chainge&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 I As per the attached PCC1"s f16,Ifs,703„BfJ,87,97,102,and 103,this change order arncltsdes tPne costs associated waith the changes Ilsted below for POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCON Title Schedule impact Amount 066 CTS Added Sewer Larva, 45,06097 076 Stm Fab Clerestory Plates 49,385,04 079 7RG Conformed Set Changes (9,IF)')20) 080 DaOi Door&Glass Conformed Set Changers 11,83481 087 Steel Fab Gates I Thru7VOSUWeSteel 70,99509 097 Cladding Systems Custom Color and Fax a Module $ 19,03261 102 Lotspeich Remove and Replace Full Height Roof Wald 7,46790 103 Lotspeich Info Construction Behind Sigroge 3,192 30 Totak 5 191,259 SAI This change order is 0.20%of the original contract prke Not valid until signed by Owner,Architect(if applicable),and Contractor Esl�nee ay ARCHITECT� 12/17/2024 1 14:01:38 PST DATE, E, 2/15/2024 1 05:41:57 PST CONTRACTORS: Lsu;rn DATE. nod by: 1/6/2025 1 10:47:07 PST EXECUT WE:DIRECTOR OF AIRPORTS DATE�, COUNTY/DERUTY ADMIMSTRATOR —------ �'/ DAM 'MO;ROE COUNTY ATTORNE(Y­—`-'% as PROV A FORM PE RO SR. ASSIST ATTORNEY 'zc-" DATE' , Ult,_1 � Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 N�V tlu4.m 0 4 4"m&4wrtW a<eiy r PCCO #039 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 #039: PCO's: 066,076,079, 080, 087, 0979 102, 103 TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 DATE CREATED: 12/10/2024 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Approved REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: 12/10/2024 INVOICED DATE: PAID DATE: SCHEDULEIMPACT: EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $197,859.54 Concourse A DESCRIPTION: This PCCO authorizes the scope of work of the following approved PCO's: •PCO 066:CTS-Added Sewer Lateral-new layout to route the sanitary line north of gridline A up to column line 3 for KWIA project(20-2039- 01)in accordance with RFI's 259.2 and 259.3. •PCO 076:Steel Fab-Clerestory Plates-furnish and install(196)steel plates 1/4 x 4"x 9"in accordance with Drawing A/CFS-3.0 in Cold- Formed Metal Framing Submittal#05 4000-001-0.Steel plates will be prime painted, but the holes will not be included. •PCO 079: IRG-Conformed Set Changes-credit associated with the Signage scope of work in the Conformed Set Contract Documents compared to the 90%Contract Documents for the KWIA project(20-2039-01) •PCO 080: Dash Door&Glass-Conformed Set Changes cost associated with the Door Schedule changes in the Conformed Set Contract Documents compared to the 90%Contract Documents for the KWIA project(20-2039-01) •PCO 087:Steel Fab-Gates 1 Thru 7 Vestibule Steel-furnish and install(6)HSS 2-1/2x2-1/2x3/16x 8'-2"columns, (2)HSS 12x4x1/4x9'- 7"Headers and(2)HSS 12x4x6'-O"Headers for 7 Gates vestibules per Submittal#08 4313-001 Revision 1:Aluminum Framed Storefronts- Shop Drawings. •PCO 097:Cladding Systems-Custom Color&Fascia Module-cost associated with substituting the stock color with a custom color-UC 43350 Bone White and change the fascia panel from a 26"module to a 30"module in accordance with AE's direction. •PCO 102: Lotspeich-Remove and Replace Full Height Roof Wall-costs associated with removing the currently installed engineered 4"light gauge framing and sheathing assembly and replacing it with 6"stud framing to comply with the NOA for the STO Powerwall system for KWIA project(20-2039-01). •PCO 103: Lotspeich-Infill Construction-authorize 8"wide infill construction behind the signs ST-B1 and ST-B2, per Submittal Package #10 1400-2.1:Signage Shop Drawings.The infill construction detail specifies light gauge framing and blocking to serve as attachment points for the signage.This framing and blocking will be covered with drywall and finished to Level 4. ATTACHMENTS: PCO 103-Lotspeich-Infill_Construction_B.pdf,PCO 102-Lotspeich-Remove_and Replace_Fu.pdf,PCO 097-Cladding Systems-Custom Color and Fascia Module.pdf, PCO 087-Steel Fab - Gates 1 Thru 7 Vest FE.pdf,PCO 080 Dash Door and Glass($11,834.81)pdf,PCO 079 IRG Conformed Set($9,109.20)pdf, PCO 076-Steel_Fab-Clerestory Plates-Rev 01 FE.pdf,PCO 066-CTS-Added_Sewer Lateral_FE.pdf NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 12/10/2024 11:55 AM Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 N�V tlu4.m 0 4 4"m&4wrtW a<eiy r PCCO #039 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 066 CTS-Added Sewer Lateral $45,060.97 076 Steel Fab-Clerestory Plates $49,385.04 079 IRG-Conformed Set Changes ($9,109.20) 080 Dash Door&Glass-Conformed Set Changes $11,834.81 087 Steel Fab-Gates 1 Thru 7 Vestibule Steel $70,895.09 097 Cladding Systems-Custom Color and Fascia Module $19,032.63 102 Lotspeich-Remove and Replace Full Height Roof Wall $7,467.90 103 Lotspeich-Infill Construction Behind Signage $3,292.30 Total: $197,859.54 The original (Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $13,328,056.16 The contract sum prior to this Change Order was $114,789,827.16 The contract sum will be increased by this Change Order in the amount of $197,859.54 The new contract sum including this Change Order will be $114,987,686.70 The contract time will not be changed by this Change Order. DS DS 1'1t� ��K Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 Signed by: E;�,F4M igned by: DocuSigned by: DocuSigned by: E�visfap(u v S. 6r(t SfVuL, 4 (,ttiis Qvdif i �e�UA ScI�,vY,v� 062E1E84233B487... ... 019093827A75487... SF59717D29E34A5... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 12/17/2024 1 14:01:38 PST 1/6/2025 1 10:47:07 PST 12/15/2024 1 05:41:57 PST NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 12/10/2024 11:55 AM Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #066 N V Km ["=7 KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #066: CTS - Added Sewer Lateral 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: 066/1 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: 5/6/2024 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: $45,060.97 POTENTIAL CHANGE ORDER TITLE:CTS-Added Sewer Lateral CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CTS-Added Sewer Lateral According to the RFI#259.2 and#259.3,this change order authorizes the new layout to route the sanitary line north of gridline A up to column line 3 for KWIA project(20-2039-01).This work is executed in three steps: • West side of passenger tunnels, • Passenger tunnels, • East side of passenger tunnels. Three bollards are added in accordance with the most recent RFI#259.3 response on 6/25/2024. Cost breakdown,approved layout, RFI's#259.2 and#259.3 are as attached. ATTACHMENTS: RFI 259.2-sanitary line.pdf, _Charley Toppino and Sons-KWIA Terminal-Sewer Lateral RFI 259.3 Rev 01.pdf , _RFI#259.3.pdf # Budget Code Description Amount 1 33-.30.00.00.S Sanitary Sewer.Subcontractor Added Sewer Lateral $40,964.52 2 99-.99.99.66.0 Procore OH&ROther Prime Contract Markup $4,096.45 Grand Total: $45,060.97 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 Signad by rsp wrm 1}r 1A4',;A0( d r: as r e are Crp. SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 10/1/2024 05:44:51 PDT 10/18/2024 1 09:32:18 PDT 9/30/2024 1 15:04:59 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:9/30/2024 04:50 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 06*211, Price Quotation Attention: NV2A,Key Star Construction&Gulf Building DATE: 8/22124 One Detran Center 9100 South Dadeland Blvd.,Suite 600 Miami,FL 33156 ITEMIZED QUANTITIES Location: Key West International Airport-Key West,FL 33040 Scope: Added Sewer Lateral,Downspout,Cleanout,and Bollards RFI 259.3 Item Description Quantity Units Cost per Unit Line Item Cost Notes 1 Foreman 36.0 HR $ 96.20 $ 3,463.20 2 O erator 36.0 HR $ 84.50 $ 3,042.00 3 Laborer 36.0 HR $ 54.60 $ 1,965.60 4 Laborer 36.0 HR $ 54.60 $ 1,965.60 5 Laborer 36.0 HR $ 54.60 $ 1,965.60 6 Excavator 36.0 HR $ 162.50 $ 5,850.00 7 Bobcat 36.0 HR $ 130.00 $ 4,680.00 8 6"Sewer Pipe,Downspout Connection,Cleanout and Fittings(149 LF of 6"Pipe) 1.0 LS $ 2,272.96 $ 2,272.96 9 #89 Rock 30.0 Tons $ 89.12 $ 2,673.60 10 Bollards 3.0 EA $ 1,757.00 $ 5,271.00 Subtotal $ 33,149.56 11 Overhead&Profit(10%) 1.0 LS $ 3,314.96 $ 3,314.96 12 Mobilization/Demobilization 3.0 EA $ 1,500.00 $ 4,500.00 13 General Conditions 1.0 LS $ $ Total: $ 40,964.52 Notes: Installation of the sewer lateral will re utre multi a mobilizations for our pipe crew. Exclusions: Prepared by: Estimator Charley Toppino&Sons,Inc. Sheetl 1 of 1 Date: 8/22124 Signature: Date: Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 N�,V ru,m 0,,t�At NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and k<(=-, �%T*r.4 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 #259.2: Sanitary Line at Col 2 Mech Rm 303 Follow Up Status Closed on 03/22/24 To Mike Eckhardt(McFarland Johnson,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV) Philip Joerdens(Atkins North America,Inc.) 9100 South Dadeland Blvd,Suite 600 Christopher Kopec(McFarland Johnson,Inc.) Miami, Florida 33156 Serafina Schwerer(Atkins North America,Inc.) Date Initiated Mar 19,2024 Due Date Mar 26,2024 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings Received From Copies To Tim Bergeron(NV2A/Gulf Keystar JV), 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), Antonio Pinto(NV2A/Gulf Keystar JV),Claudio Santos(NV2A/Gulf Keystar JV), Mansour Sodagari (NV2A/Gulf Keystar JV) Trade Civil Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday, Mar 19, 2024 at 11:18 AM EDT As a follow-up to the response to RFI#259.1,we hereby propose to route the 4"sanitary line north of gridline A up to column line 3 as shown on attached sketch sk-RFI#259.2-01. From the stub-up at column line 3, it will run west overhead to the mechanical room floor drain. Please confirm proposed layout is acceptable. Attachments RFI#259.2 Sketch.pdf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Serafina Schwerer Atkins North America,Inc.on Wednesday, Mar 20, 2024 at 04:16 PM EDT No exceptions taken providing the Contractor field verifies that no utility conflicts will occur,and the design intent is met. Contractor shall provide as-built markups for incorporation into record drawings. The work outlined in this RFI response will be at no additional cost to the Owner. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Mike Eckhardt McFarland Johnson,Inc.on Wednesday, Mar 20, 2024 at 08:44 AM EDT No issue from the plumbing perspective.4"SAN line to be pitched at 1/8"per foot.This relocates Note#5 on P111A from Column A2 to Column A3. NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Apr 29,2024 02:38 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 RFI#259.2-Sanitary Line at Col 2 Mech Rm 303 Follow Up Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program All Replies Response from Serafina Schwerer Atkins North America,Inc.on Wednesday, Mar 20, 2024 at 04:16 PM EDT No exceptions taken providing the Contractor field verifies that no utility conflicts will occur,and the design intent is met. Contractor shall provide as-built markups for incorporation into record drawings. The work outlined in this RFI response will be at no additional cost to the Owner. Response from Mike Eckhardt McFarland Johnson,Inc.on Wednesday, Mar 20, 2024 at 08:44 AM EDT No issue from the plumbing perspective.4"SAN line to be pitched at 1/8"per foot.This relocates Note#5 on P111A from Column A2 to Column A3. NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Apr 29,2024 02:38 PM EDT ...80yw}-lbiNfOXz!12i581oNlijgVb'b'b'b'b'n`d6N!riOg5zN^E]E)oA 1M-1IIzNb0AJlbWONTOMO011-1[N1N�PIVYLWOy�wyy/I!ew/WOO'@O!}}o-�oollno//:sdlIq � �o, � �� r � I 1"" � f e y�,� IG "JNO,m c0l,,� f ter, 'r 1r `A f a EL LL �d 1 r w � m .w aj ff f , vrom r , co X jj rn f u � d m LO z coco Q ff LU Or f 00 , �W uuuuuupppuuuu � � � �� ® oL uj L we U o �ooljn0-oieze-I Onelsn0-I!eN Nd Ob:b`bZ/8 b/E Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 N�,V ru,m 0,,t�At NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and k<t;8 �%T*r.4 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 #259.3: Sanitary Line at CL A3 Status Closed on 06/25/24 To Serafina Schwerer(Atkins North America,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV) Philip Joerdens(Atkins North America,Inc.) 9100 South Dadeland Blvd,Suite 600 Christopher Kopec(McFarland Johnson,Inc.) Miami, Florida 33156 Date Initiated Jun 11,2024 Due Date Jun 18,2024 Location Project Stage Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference Linked Drawings C-311, P111A,C-411, C-902,C-500 Received From Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Kirk Boothroyd(McFarland Johnson,Inc.), Kellen Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),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 Civil Activity Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Tuesday,Jun 11, 2024 at 04:20 PM EDT The response to RFI 259.2,dated 3/20/24,indicates that the underground sanitary line running from east to west along gridline A may be stubbed up at column A3.The sanitary line is sitting on the pile cap at column A3,and cannot be installed lower than it currently is. Please see the KWIA RFI 259.3 Attachment.The top of the concrete apron is 3'/z"from the top of the 6"sanitary line. Detail 2 on Sheet C-411,dated 3/23/23,indicates that the pipe is to be installed a minimum of 12"below the P-211 base. Please advise if this line may be downsized to 3"to provide more cover above this sanitary line. If this is not acceptable, please advise. Attachments KWIA RFI 259.3 Attachment.pdf NV2A/Gulf Keystar JV Page 1 of 3 Printed On:Sep 30,2024 04:06 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 RFI#259.3-Sanitary Line at CL A3 Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Philip Joerdens Atkins North America,Inc.on Tuesday,Jun 25, 2024 at 12:56 PM EDT Further clarification following full team review call last week and coordination with the airport. See attached sketch for full details however,the pipe from above ground shall come down Column A3 and then angle to the northwest above ground and over the pile cap(per the detail included herein)before turning down into the ground. Once in the ground,it will slope at approximately 1%(slope driven by invert of portion of pipe already in the ground)and make a series of 45-degree bends to the northeast and then east before a cleanout is added and the pipe is connected to the portion already constructed. See attached detail and plan markup. Attachments RFI 259.3 Rev 2-Plan Markup(editable).pdf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Philip Joerdens Atkins North America,Inc.on Thursday,Jun 13, 2024 at 06:07 PM EDT After further coordination with the airport regarding protection of the above ground pipe as provided in the previous response to RFI 259.3,the previous solution is not acceptable to the airport. An acceptable alternate solution is as follows: Contractor shall modify above ground piping to come down column A2 and follow Detail 1/C-411 before turning east and sloping to meet underground pipe previously installed per this RFI(approximate slope should be roughly 1%). A marked up plan is attached with this revised routing. Since this column has a deeper pile cap, it has been confirmed based on DESIGN drawings that adequate clearances are available for the pipe as shown in detail 1 on sheet C-411 and bollards will not be required. A marked up detail with calculated elevations based on the design plans is attached for reference only and elevations and clearances may vary based on as-built conditions. Contractor shall follow the detail clearances and may reduce the 12"clearance between top of pipe and bottom of P-211 per the detail only if 12-inch minimum cannot be provided and pipe is immediately above the pile cap per the detail. Attachments RFI 259.3 Rev 1 Detail Markup.png, RFI 259.3 Rev 1 Plan Markup.pdf ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Official Response Response from Philip Joerdens Atkins North America,Inc.on Wednesday, Jun 12, 2024 at 08:49 AM EDT Contractor's proposed solution to reduce the pipe diameter to 3"is not acceptable. Leader feeding the portion in question is 4"and reducing the pipe to 3"as proposed would restrict potential flow and reduce capacity. Further,a reduction to 3"does not provide sufficient concrete depth nor base thickness. Contractor shall maintain the plan view alignment but revise the pipe cleanout and elbow placement by moving the 90-degree elbow to just above the finished grade of the PCC apron,run a segment of pipe parallel to the apron(or 1/8"per foot if achievable)for the length of the pile and then once beyond the pile cap,turn down into the ground. Segment of pipe going into the ground beyond the pile cap shall maintain a 3-inch minimum clearance from pile cap before connecting to previously planned pipe alignment. Pipe above ground shall be protected with shallow foundation bollards per detail 8,sheet C-311 placed outside of the pile cap and outside of the tug lane. Location of bollards shall be field verified but recommended placement is shown in attached plan markup. Revision to sanitary pipe routing shall be at no additional cost to the owner as current routing which conflicted with pile cap was proposed by the contractor and previously submitted as a PCO already. Attachments A3 Sanitary Connection Modification.pdf All Replies Response from Philip Joerdens Atkins North America,Inc.on Tuesday,Jun 25, 2024 at 12:56 PM EDT Further clarification following full team review call last week and coordination with the airport. See attached sketch for full details however,the pipe from above ground shall come down Column A3 and then angle to the northwest above ground and over the pile cap(per the detail included herein)before turning down into the ground. Once in the ground,it will slope at approximately 1%(slope driven by invert of portion of pipe already in the ground)and make a series of 45-degree bends to the northeast and then east before a cleanout is added and the pipe is connected to the portion already constructed. See attached detail and plan markup. Attachments RFI 259.3 Rev 2-Plan Markup(editable).pdf NV2A/Gulf Keystar JV Page 2 of 3 Printed On:Sep 30,2024 04:06 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 RFI#259.3-Sanitary Line at CL A3 Project:20-2039-01 KWIA Concourse A and Terminal Improvements Program Response from Philip Joerdens Atkins North America,Inc.on Thursday,Jun 13, 2024 at 06:07 PM EDT After further coordination with the airport regarding protection of the above ground pipe as provided in the previous response to RFI 259.3,the previous solution is not acceptable to the airport. An acceptable alternate solution is as follows: Contractor shall modify above ground piping to come down column A2 and follow Detail 1/C-411 before turning east and sloping to meet underground pipe previously installed per this RFI(approximate slope should be roughly 1%). A marked up plan is attached with this revised routing. Since this column has a deeper pile cap, it has been confirmed based on DESIGN drawings that adequate clearances are available for the pipe as shown in detail 1 on sheet C-411 and bollards will not be required. A marked up detail with calculated elevations based on the design plans is attached for reference only and elevations and clearances may vary based on as-built conditions. Contractor shall follow the detail clearances and may reduce the 12"clearance between top of pipe and bottom of P-211 per the detail only if 12-inch minimum cannot be provided and pipe is immediately above the pile cap per the detail. Attachments RFI 259.3 Rev 1 Detail Markup.png, RFI 259.3 Rev 1 Plan Markup.pdf Response from Philip Joerdens Atkins North America,Inc.on Wednesday,Jun 12, 2024 at 08:49 AM EDT Contractor's proposed solution to reduce the pipe diameter to 3"is not acceptable. Leader feeding the portion in question is 4"and reducing the pipe to 3"as proposed would restrict potential flow and reduce capacity. Further,a reduction to 3"does not provide sufficient concrete depth nor base thickness. Contractor shall maintain the plan view alignment but revise the pipe cleanout and elbow placement by moving the 90-degree elbow to just above the finished grade of the PCC apron,run a segment of pipe parallel to the apron(or 1/8"per foot if achievable)for the length of the pile and then once beyond the pile cap,turn down into the ground. Segment of pipe going into the ground beyond the pile cap shall maintain a 3-inch minimum clearance from pile cap before connecting to previously planned pipe alignment. Pipe above ground shall be protected with shallow foundation bollards per detail 8,sheet C-311 placed outside of the pile cap and outside of the tug lane. Location of bollards shall be field verified but recommended placement is shown in attached plan markup. Revision to sanitary pipe routing shall be at no additional cost to the owner as current routing which conflicted with pile cap was proposed by the contractor and previously submitted as a PCO already. Attachments A3 Sanitary Connection Modification.pdf NV2A/Gulf Keystar JV Page 3 of 3 Printed On:Sep 30,2024 04:06 PM EDT 39V>IOVd SNUONX ASH /3LU o r W s os�y iHOd»IV IVNOIiVN»31NI 1S3M A3>I z cu ObOEE Jj'1SaM Aa>i'PM9 JJOAOSOOa S l6b£ _ ¢w C s OJ NOI1HIAd dO 1N3AiHVd3411Nnoo 30aNOW s d� w� ce< o� n EllIn a'E S 4@ r,g. �3iill;�i III III a $ �a o o z 9�i ��`�I311��II)III��JII ��Il 111 1,Ill llll ll�Illlll � 'Jl�111 l�l ', '- �• 39V>IOVd SNUOM Al HV3 z O W s os�y 1HOdHIV 1VNOIiVNH31NI iS3M i13>I = r r y b20°o -1 M�'1sa (e>{'PM9 llanasooa S l6b£ cu ObOEE s J NOI1HIAd d01N3A1HHd3411Nnoo 30HNOW s Ws�a o p� Yz � I a � It ! 4 t l v I Ifr I II "" 1 ue r 7., Y,c, w II Ir fl � I I I � I I ( I ' O SYµ IIIIIIII! I I 4 0"" �e a Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #076 N V Km ["=7 KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #076: Steel Fab - Clerestory Plates 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: 076/1 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 7/22/2024 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: $49,385.04 POTENTIAL CHANGE ORDER TITLE: Steel Fab-Clerestory Plates CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Steel Fab-Clerestory Plates This change order includes the costs associated with furnish and install(196)steel plates 1/4 x 4"x 9"in accordance with Drawing A/CFS-3.0 in Cold- Formed Metal Framing Submittal#05 4000-001-0.Steel plates will be prime painted, but the holes will not be included. Cost breakdown and the drawing are attached. ATTACHMENTS: 22596 RCO 009-Clerestory Angles.pdf, _CFS-3.0 in Cold-Formed Metal Framing Submittal#05 4000-001-O.pdf # Budget Code Description Amount 1 05-.12.10.00.S Structural Steel Framing Clerestory Angles $44,895.49 Joist.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $4,489.55 Grand Total: $49,385.04 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 Signa,d key, EA441 �' r rti�cti ka�p: d�r: as r e�ar� Cry. i' fix& 14,:2$'4DO 1A4',;A0(I6WI'%4,12 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 11/22/2024 10:37:43 PST 12/2/2024 1 10:48:54 PST 11/22/2024 1 09:03:05 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/22/2024 11:37 AM EST Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 REQUEST FOR CHANGE ORDER 721 N.E. 44th Street NUMBER: 009.0 C..js )FFort Lauderdale, FL 33334 Phone: 954-772-0440 Fax: 954-938-7527 TITLE: RCO#009.0, Clerestory Angles DATE: 07/09/24 PROJECT: 22596 Key West IACA &Terminal JOB: 22596 TO: Antonio Pinto NV2A REASON: Price and Procced Dir CIC REFERENCE: Phone: Fax: DESCRIPTION OF CHANGE Clerestory angles-Cost associated with FURNISH AND INSTALL (196) PL 1/4 x 4"x 9". Steel to be prime painted- Holes not included Item Description Quantity Units Unit Price Net Amount 001 T Materials Add 499.80 Lb 1.24 618.55 002T Shop labor standard add 15.00 Hour 70.00 1,050.00 003T Shipping 1.00 Lot 1,500.00 1,500.00 004 Foreman standard 40.00 Hour 84.25 3,370.00 005 Ironworker(standard) 400.00 Hour 82.99 33,196.00 006 Housing-Add 1.00 Lot 4,000.00 4,000.00 007 Per Diem.5 Guys x 14 Days 70.00 Day 50.00 3,500.00 008 Welding Machine 200.00 Hour 2.80 560.00 009T Sales Tax at 0.07 222.00 222.00 010 Overhead at 0.1 4,801.66 4,801.66 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. FT he Contract Sum Will be Increased he Contract Time Will Not be Changed TBD 52,818.22 * 0.85% = 44,895.49 M.S. ACCEPTED: NV2A BY: Antonio Pinto BY: DATE: DATE: PAGE 1 OF 1 FORM: F CO 01 RTF SF X X 0_ N N N c — � Q � N T L v O � � N C C \ O 4! U � O 0 O � v � a m � N � N Q a v � u u UJ — C u u a— c — i O p c OJ 0 2 n n v m 00 � v � c -o � Q m a � v � ai a L O � O � v a0+ 4 - U1 X S _ N Uq � p v X 9 W a v bA Ol Q a, J Q M L � Z — p i 0 Q � � O Z L u O O U ? l0 CD 00 U b0 rn rn O CDT O m O LO N j m N > U u Qv Qo 00 m W Q 0 QV Q � O v 76 O � N m 2 0 m d 0 � N pp N N O 3 � O p O N W O .—I N M �(1 lD h O] 01 O cy N M V V1 to I- 00 0) O ci O u Ea c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I N N 0 0 ADO ONN32"ON300�T� : » 'm 2/w\ I DNIMNIDN303ION SV 31VOSw - yy _ awva ����12 ! SiN �mmaG,a�3v�m»m ( .b \}\ ` aa�,m«a,�« =za __+ j § ( r : _ , \ / y (\§b)}j; P OF )in,I M2 \ ` ( }31 [ } ) ,{ E IL � \ .. �. . . . . .y. . . . \ an $ . - z > , --- . � !§ ! &l ) y! :!; . :_ �.. � . Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 �NM Aw K 0 AV ]MILL=.......... GULF BUIIL, DIN� G w ............................. KeYST*R lwi V2Cut1 Ilaay sbar,auV Project:20,2039^0 W, � IlJdYA Crarxrsr A aara.11"Nrrcnaoarl laraprsrm"Ieaks. 91001Arxolto 01aaala:larr0 WWI, Salto WO, Proglarr'ru hlio1atip lwlorwrlo 3311,115 3f)41 South Roo mrawaltt Btwl, P ^raaa e,(71)1)233 "aC11110 Kay ox t,Floirid a,1,"1040 Prime Contract Potential Change Order 7 ** IRG - Conformied Set Charges TO, 6rayt"w taot Interr~irrtional Alrpod E O a NV2A4irr1C K ayaal4r wl 3491 Srzauttg Roosevelt&wllrror0 91100 Soulb 3a llaland Blvd, Suite 600 Key INL-A I lorlrlar 33040 Miami,Flixida 33156 PCO Nt,IIt BERIREVISI N. 079 10 CON TRACE IM a 0.2039t 04-liar^y^West Irm rn alGc rr Airport Caarrraoaan.wa A REQUEST(RECEIVED ETtCTM: CREATED 13'Y: 1alwwomir 13tamlaat aarwi jNV2 IGutf Key,sta:r JV) STATUS, I"arara;llr'a1T..lraRwAaawaa CREATED DATE„ M4=24 REFERENCE: PRIME CONTRACT None CHANGE ORDER., FIELD,CHANGE, No LOCATION: ACCOUNTING GMETHOD: Araumarri B;vwd _ SCHEDULE IMPACT PAID IN IFULL: aka EXECUTED: 140 SIGNED CHANGE ORDER RECEIVED DATEu TOTAL AMOUNT. fS9,109.y.C3) PO"It TTIAat.CI°tANCE ORDER TITLE:lR(z-Cor'rNormllrarl'Set+Otrwiges CHANGE REASO>I't ACID l Urart9,3ir't,1 haao0raurs P T°ETITIA1,CHANGE ORDER ITE C; IP TIC3N;(Mara C a,w'atarroa,l 45, As RMOMS) Rr m:.,Co11f1attt1T1 ' 1"t C"tawaraglo C:1r'alrar+air l,ra'alcr,u the u"aar,ts,;,im intoal Wtlra illlrio changes nii Ilia Sly3'rr rge,colas of work in the Conforrm'atA Cr 1 of dc,, ',,qn,rfwraaravangs r,xwnpaar'rarl to the,910%cootrCal Dcoouarrlorats for Me la\VIA Taro art(20- 039.01)a. TIv C11wa o Ord or ckszcriCxlarrn alrrrl cost larra;akd awn;wro parawarafaarl in Ilata*t arinrxxt d0('11)1rr&onL Thi s C3lrawnge Ckehw doauaurl�t oslalrcros;aariy of wor r:wft afreala t by thils awe w")lea(0,0 ar , AT"TACHMENT'C 1)<"�tra^�%1"^lr'llralatl�M,u,.�a1 ;rl�Il,t� ,3nCat11 ro , Budget Code aaaaaaaaa ��. � Closoll iora �.. .� ,� P............. Amount 1 19 ffi4J0 10,S(Wilding ExIru or asid loto ir tSl lr taaaS T1r rr �xa1 Saapm°trOTaro tmrTslorrro swatr ka a 31�%Tlf3, 0 tliywaa.atgwroratraragor ,�,� �,_ w.a..,.,....,,,a...o.�e.e.e.,��,�m. ..��a.Ra�a.. ..........................�. �,w..�.,. .�,w.�..,...�....�......_.�.... .......C3tarroalTotal: .�� (9,109. 0) Christopher Kopec(McFat"t rarl Jolansorr, Bola West Irlternallonal Airport N1A AiwGuff Kay stair JV Irto,'I 4f)1"sraraal'$Uecit,1la,allo 24CI 3491 Smith Ila<aaa:"a.,vull Soulawaaral 911010'9w:araltii t`laaalr.luaawa.l''ENktr„l,'kifttt 600 T3rsat„llounlaet,Nm York,'139101 iKoay Wesc Fli�or`atl'a3 33040 IwtlaairT0,PIkiddia 33150 Digitally signed by �"""I"" Christopher ;, p Christopher Kopec "" "" � a „� , Date:2024.09.05 11:56:00 "',r Kopec -04'00 9.5.2024 SIGNATURE DATE TwlAT'URE DATE � AI UK ATE f��V2All(aaalf ACr ya nraar JVI agf'yn!, 1art t z1,-.d(),ni,13A'wta2024 0»t 2 3 t A4 T"D T.. Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 a N O O N M N in W co o N m O I� O o O N O o O �D N M O m Y1J O O O N ti CO ti V M m N (D .i M M M M (O f'7 I� V m N m m CD O M ti V m N m N o m m In m m N V (D V I, u V (D V 0 o (D m m o I, m m u M a m M ti N m r, ti M co V V N V V m m m V ti ti I, (D O M n O b0 O V (D v In 'I Ln m m M (D I� V v.-1 .-I N (D m O V O m h N m N O M .--i (D V M o m V .--i N M .--i v (D v m N O +- U V3 iA H3 1H fA V3 1H H} 1H 1H 1fi 1A 1H 1H 1R 1R 1fl H3 1Pr 1R 1H 1H 1A 1R 1H 1A 1H 1H 1H 1R 1fi 1f3 14 (!1 O O N I� ati N ID N O O (D O M (D O O M M O O u7 Pi N O N I9 m N rr N rl N a-I 1� M f0 M M c-I A M M O I� M 1� ffl N N M aC M M M m O .--i v v M N N "' N ' N (NO n v " N N N 7 I* N H I* a0-i N (MO ' -It H N (^D cm-i m M (D O M - N (D I I"i (SI CC O (n GO In CO (I7 (D M V O co N (n m M M lD M N O N M M O N " w -4 N N a-I ei rl a N e9 eel w V' .--i V o rl M N M " w O a-I N V U) ey ei ei co 1A 1N 1Pr 1R VT fR fA fA M 11 "1 to v) 1H VH 1A v! -6l Vf tl} to to to 'A 1q to 1H 1R iA ( 1y 1A V3 0 0 0 0 0 M 0 0 0 0 c-i (n O (!) (fl O h M 0 O (D mom 0 0 0 (D O N N O O 'i (D (D O M M Yn M N m m m O I� 4, V m In m M M m m O M r O O M V M M y I1 V mom o a I� M ti O m N (D m m (D M (D ti ti N N ti o N o N N N m N MY' is Vs VT fH V3 m m! of l G+) Vq V3 tq is m V- I's V3 EA fiJ EA fi) +33 t" V3 t" m O O N .ti m (D � 0 0 0 0 0 0 0 - 0 0 0 0 o CJ CJ CJ o R r ((1 rl N M m N O N O m O O O O o m m m Cn O O MID?m m m m N m l!"J o .-1 o o V m m .-1 .-1 .-1 .--I D I (D v v (D l!"J lJ� r1 m '-I r1 � O r-i cy M I m w r-i uJ M M M M m Ih M m M M fY' M (D v c-I M co m .-I M r-i N , vcq c-i .ti cy cy c-i cy cy .ti cy Q 1A 1A 1Pr 1R V3 E4 Y} 1H 1A 1A - ff-J f/-T - - - — Ef-T - — 1A 1H A 1R 1JT � � U 4 (O N o 0 o 0 m o m m o o �D o o l� o 0 o 0 0 0 0 u7 M (o lif6 c O O o 0 o OJ c-i 1V N "? 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VT 1R -W -01 19 14 -m 1a - Q m N. .ti m m o m (o V O O V O m (o (o (o M N D m O M v M I, m M M T O N Y' (D ;i O CD cy N m (D n N O G> U m m N N N O M O M O N M O m V o (n ,�, N I� m lD O m (D N M V N .ti m 1� N M N ti L .-i T ID N Nt N ^ o v O O Q ti ti N O 'Qp 1# E4 1R V3 1R 1H 1A 1R 1H 1fl 1A E4 1H 1R .» 1Pr H} 1A 1H 1H 1A 1H 1H 1A 1A 1Pr V Ca (w (o o .� (o (o v (D o o o o v o O m o o C In. N D N o N D m A D V V v M D m N O = 4= (D .ti M N m m 4 M M (D V m (D m M N ` V O O ti N m V m O n O ti m D m N O M v M M m z .-I m O N N y N x N L Q O M fH V3 A 1A fl 1p 1-6 fF 1A A V m fA 1H 1A 11} V} EPr E4 1A fl bg fi 1A ! L .@ 0' OP N o 0 0 o m o o m o o d '1 h (D M (n N M m M N M m O N I` r ,tm m M cy .� M O M M U C ® u1 N M N m (D O M V M ((J O h O M O h H o .1 M V �!] h V V lh v m v m M M c-I V N m O7 V N M N LL N (D M N Oa a 1ff m- H} H3 1H 1H 1H 1H 1H 1A 1H 1H 1H 1H 1A U 1 1R 1H b? 1A 1A 1A 1R ER 1 N I- H -I- n N O O O O O O a N 0 M U U C C O 0 U c o 0 0 o O, a . Q u § %s d o (a U` m m U Z n c a 0 0 � p LL L L m E (D m (n a u 'p 'p is (D E (D d o a a > T o oo ami E ao (� m O c -o �° o (aa (aa °' o a`Oi a`°i o U a s .3 > o in N m ai �° c o L L O O � yyq (6 N d R ❑p , L a� 76 a� a Q O o io d o m w a CJ7 w m o(60 = Y o O O (moo m 0 U d K Q Q w d ~ d m m O °� LL LL N = CD W H m Q m L > Q 18 LL ".W Q Q 0] m U O CL a CC M HD > >j X } N lie 9 Doaasign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 NV Kr=YST*-R Vl2A 'Gmlf Kil JVProject:20;2,039,01 ,IWAA Concourse A anld 7lormint,*Vrnpu vwr wrmh� 9drIC1 Srwulh I a;aald4aaraud d Iva,I,Moults 6W Pill Miami, 33156 3ddT'1 Swift Roosevelt Wv o Phone ('18 d)231-5 (Ya Koy Wll F kamdda 3:W 4 d Prime Contract Potential Change Order 1 ash Door & Glass Conformed Set Changes TO. Key Waa sI Airp orl IMIfiC1W I,I'Id",AIGurll Kiy mataar 3V 3491 ou"i 1 aoslia w1alt Inaulra+daard d 1LX Eead9'a Ilda rkuwl I4d99,Sulle CAN Kaay"waJ`ost,I"dexida 33040 Ill ieirkla 31% PCO FyIR1IlAtBER)l EVI ICON, I IO d Cl CONTRACT. 20.203,1-04-Eray West Iarftrrralluumraul Airport Concourse A REQUEST RECEIVED E O f CREATED IE I k alauuu Ar Si,,xRqparl(WiAtG ull Keyistar JV) 61`00Ea: Iaeraallra In pl arrrwv CREATED IDATE, W4002 4 REFERENCE:ENCE' PRIME CONTRACT araae _ CHANGE ORDER: FtELIO CHANGE. No LOCATION, ACCOUNTING METHOD., Araleunll I eluenl CHF OULE IMPACT PAID IN I~UILU Ihlna E1IECUTEIO:` No SIGNED CHANGE ORDER RECEIVED DATE: TOTAl.AMCtllt«I E11,9`14, 1 POTENTIAL CHANGE ORDER.'T Y E: ash Doix GIaa ra,Cuuawludaaraaald Set CIaN"aragprmra C114ANGE REASON.,yss I osna,Ona C h arrr,4% POTENTIAL CHANGE(ORDER DESCRIPTION.ffhe mCaaaad a uq Is Chwiu e dks F aatkni ra)f Ulrka t:.Im ra e C rleir Iar:laa I1 am r ur�1,a arr urlawlw I w gh Ilse in lfv,,C nfoi u"nued comparediWho 9rA� C'rmrltrart C uaaarmaavak for the ICuaN''IIA parejrr (yCI 2013d-0. I "l 1po aub rr> e C adet rle�raaaru,p a°a arnad a.ov4 birmtki daaw n we par arua9ed i'u the altalched ikxuraaamart,Pis,ellw aru e UulalI address any ollhar exists,raEaa a I b:y ulrlru w)pa of work, A"TAACI4IAEIAI"q"& W.. _....x�...w_ _ . ., BudgetCeIe A ount ,..........a -- m,� ..1 A0,10 00 9 I aer ,Frwnas&H r w am(Mzdas6wfl C4dnkx rrrad$ot Orwr a�ctxid y Chilinoes $19 C E 9 CIy�,d ,rkaw»aataaaa;Ier .. 'Iv9 .d4O.6Ld 4.C.ri I'ar s m 014 A I'.CEaaar Pdri' m Cyr ra"au I Markup $1,075,69 w... .........m . ,„......................... „ ..,,,,, �. .._ ,u.. ,,,,.. ,,,,,,,,,,,,,,, ,,,w.,,,, . ,.,,,.,.,...,,.,....,...,..... �,u.�.�.,..�",,,..,,,,,,,,, ......... Crwa T1I 44,EO4 E Citristaal)her ICraplra �Iudla«Iaaard arnd Jaa4arason, Key West Iruterua tdaanaall Alrp ort NV AtGuaII 1 ey,star J Inc,,) 49 Cxmirl atril SWW 1I40 3491 Claaunldu Il euu awoaall 1 raulevaarad .91100 South Daaul6Ar°amI111194,Wtu 600 tlinigh;,imt ar"u,Now Yook 130YJ1 Hoy Wo st,I kx lmy:'a XW 4E Mignil,F Widza 156 Christopher Digitally signed by + r o Kopec DatChristopher :2024.09.05 11:58:52 00O Kopec oaoo 9.5.2024 Caen " moo GC NATURE DATE SIGNATURE DATE a� TkJRIE IOAT IE Naa' A 1uu1d ICeyull,arr.,I' Page t of 1 IarlralarCl Clan 1, a412,0124 08Al4'A PAAI EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ODG DASH�I Dash Door& Glass Change Order Request 8800 NW 23rd Street Miami, FL 33172 Order Number: PCO-01 R1 S Tel: (305)477-1164 Order Date: 06/06/2024 www.dashdoor.com To: NV2A Gulf Keystar JV Project: Key West IACA&Terminal 9100 South Dadeland Blvd 3941 South Roosevelt Blvd. Suite 600 Key West FL 33040 Miami FL 33156 We will not proceed,order,or deliver until we have an authorized signature and approval on this form or your written change order to proceed. El Submitted To: Antonio Pinto Client Job#: 22063140 Plans AttachedElTakeoff Attached Submitted By: Mario Rios Client PCO#: Specifications Attached El Description of Work Material 100A, 136, 147C, 150E, 225, 226, 235B, 239, 305, 306, 310, 317, 327 Freight Labor Use Tax P&P Bond- 1% Not REASON FOR CHANGE ORDER: Revision 1 "Conformed Drawings"set dated 05.05.2023 changes. -Please sign and/or provide a written directive to proceed referencing this change order. Dash Door&Glass shall not proceed with verba change orders/directives. -The project schedule shall be extended for the times that are involved in this change order for any material lead-times and installation. -Lead time for Hollow Metal Doors is 10-12 weeks from directive to proceed [and approved submittals]. -Lead time for Hollow Metal Frames is 10-12 weeks from directive to proceed [and approved submittals]. -Lead time for Hardware is 8-10 weeks from directive to proceed [and approved submittals]. -This change order does NOT include material expediting or overtime(e.g., nights or weekends). If client requests to expediting/overtime option, please notify your Dash Door&Glass Project Manager to explore the add'I costs. -This price does not include amending/revising shop drawings for the AORs approval. If required, DD&G will provide a fee for that servi This Change Order Includes the following for openings: 100A, 136, 147C, 225,226, 235B, 239, 305, 306, 310, 317, 327 Requested Amount of Change $10,758.92 Approved: Name: Date: Company: Date: Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Change Order Order: PCO-01 R1 Continued... Date: 06/06/2024 Description of Work Scope: - New HM door at existing opening 100A, (Need to confirm existing hardware to ensure new door is prepped correctly) - New HM door, HM frame and Hardware at opening 136 - Frame type changed at opening 147C, provide frame with transom -Opening 226 changed to opening 225.Added 90 Min Fire Rating and changed Jamb Depth - New Opening 226 added HW set. Existing door&frame to remain - New HM door&hardware at opening 235B, existing frame to remain (Need to confirm existing hinge/strike locations of HM frame) -Opening 239 Removed from scope -Opening 305 added 45 Min Fire Rating and updated HW Set -Openings 306, 317&327 added 45 Min Fire Rating -Opening 310 added 90 Min Fire Rating - Material: $8,369.52 -Installation: $1,120.00 - Freight/Delivery to Jobsite: $577.01 - Use Tax:$585.87 - Bond: $106.52 Page 2 of 2 mms)n Envelope ID:DmAB 901aAAl4DE8 G9A*Bce4Bm9C m \ � \ $ � @ � � v § § § w w D § } b A @ ° 5 � 2 2 ( / , ) k § ) } { / / ( / \ � \ a ® \ W . . � \ j k ( ) < \ ) \ \ \ Of ( \ \ \ LU > ° �® z = s 2 2 ( . 2 ) 6 ) § ) mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece 4Bm9C m \ � \ k \ � \ 0 � . )r t U ; ) \ \ � § } \ f d § 6 | % a ] � ] \ d - ' \ ■ ^ � ^ \ ° oV) ) ) k Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 T g a N o o E z L o g L O CL N O 06 m V O N U O c: O m � � N c0 L fl_ .6 0 ._ N CC w O NN U 1 L O (6 0 -5 y [�6 O 5 p� 05 .N NC C N Cp yO_� N ° ojf U .ZS 1C N-6 O ° S m m 5 ° 2 p0 NmN -p N C `O CO @ �N ° N C � C _ _ C C T s L N O � m L m 075 CO) N O m gg 6 yL-+ 92 - t5 f6 o m o JU c i CL �3 �i' g 3 a yQ a 8a Q Cu co co FD L @ O O . O O ZS LL fl oNO oZ$ j '� O 's O N C (4 C ° Mn° ° - o o � m Ln m 06 -O 2 � 3 8 � c 30� 8 o Q �— `o o rn ' L68 N N J O C(� _1 N N L O�O O f%N m V Q m .L-- NCN C 'Oq OCZ 5 U L a z 6 0 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 In E tic UL o g 3 � cu T o 0 E Zx -3 18, N � N @ N C .0 6 L 4 m Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 a c m L N U ZT 8 � w O N N` LN N o a o � o L L @ tCe o 3 N O 0 o o N w � N .Q 2 M O 0 z E � � o N 0 L @ (B S_ N Z m �_ C E N L O � � > � C >> N 8 7 15 O N C: g Q O 6 > O 8 cu .CO:' co =3 Q cm 5 `6t5 L p C o �u000 $j 6 C_ J s. O S_ 'L- 'S n N 0 N 0 0 a 0 '- 88a8w � a " N M -+ In mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m \ � \ \ � \ ) ')b - o . n 0 § � £ ) }§ U § }§ � � 2 / � 2 � 2 ... O � O =\ ; ' Zm 0 0 � § § w =) § _\§ e-,-j � C-j § j \ 7 ( § $ \ � \ °_j ��� Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 0 0 D bG 0. 0 J W LL W m H D W N Ln U D (F Q J 6 W U W C6 Z LL ry 7.� J E 1 W LU i J ❑ a oW Q L o W Z �[If L U o6 J D L LU 0 (n o ° D ¢ D LU Z W JL) z $ W J W 6 m O LLL Q (7 = rn 0_j 0 WL � 7 N - U w w w v W O 0 of D � !� 2 — U w N w� � ~ o a m � ~ w LWL m p d2 � 2 W>- O � _ N C3 I�IJ{I 0 O rn J cwn c 5 (wi) W N c�Suwi Lo}l°yry�t�{ls v Q U O r gS S W O W L¢L n°9j W H W U Z W O a U u Of IL aca r o� } oF O� W Up N w w w LU � NNmW W �j z z U z O zz Cl) O zz L Z�Q vOi z H 2 H U W� Q vUQd >w > W LLO LJLL Ja aO <J Ja �n(Q�n J W � (D WO � �O U ED Q m �W LLD' ) w OJ z LU O 0OL0DOQD D JwzQ¢ L 6 JQ m W m 0 n W � WWOO 2 NLWLm m U) pp UX� O ��50WJ0 o LL, �> Q > O ww > 66 8 00(1 � � Q w O zQ W =)-J JC7 Q tLI 0 6 6 C3 � z O O C3 m - CJ H m cli CD m mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m \ ; ; 4 T . k \ ] g � rj CD o w —1 � D - w � - U - m )W LL z | \ 2 - « � O _ O z _ ( \ \ \ \ § j \ $ / j \ � ( ( f ) ! ) § ) n { § ) n 2 mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m ] g � � w —1 � D << ww w \ � U m w § 0 � / \ � \ z | \ - 2 \ « L > O O � § j \ $ 7 » . � 4 j Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 v > « d ❑ ry v i a ° a z w z in F z m m ❑ a T � Q m a Y v O a a O U N D C O ti 9 Q O z N N � 5 E 0 d o N x w m ❑ W W U Q W W m W Z W W Q F o M � � m O O F W ❑ Z W m a a OJ LL o Q < m o Q � m x w < m � Z ❑ o O w Z Z � � ❑ � K g W Q Om z z < z m o LL o g N a a w w o o 0 m rc z o w w w c w w o o w w o o it oo a CE ° 5 w z w o o o u o 0 > o w 3 z z ? zz s o ❑ z z x a a W o o c o m w a w i > o z o m w w z W w J o o x o xx X a z p I a m N w0 < m m U W W LL LL LL c7 o o o J a a o z W m w o r z w z z ° ¢ gC:) mct Lj Q U e m ¢ ¢ a m o Uw w (7 2 2 2 a a a a N Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ov z a ¢ _ w ¢� a m Y a` 0 a U yx W O G] � cn LI _J LL 0 w a m a N Z 0 ° QI N W LL � I J W N� _ LU C I Q I N Q a (7 � al p � � m O= Z LL m � O Q U J c1 G w � a o x y z o Q 7 G J # w C w O LL w 0 0 Q Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ov z a ¢ _ w ¢� Y a` 0 a U J T m Sry m I � t ....7.� v W J ce LL C O - v a m a Q � c N O x a Q I G w X" w ............ LU W LL 5 8 C I N u I a m (7 � a m � o � x z w m S U fn J G w = a o � y Z � m O > c J #. Cl w IC w O LL w 0 0 Q Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ov z a ¢ _ w ¢� a Y a` 0 a ra 'ram (7 � T 'x � o i— m cn w _J LL 0 a Cm cQ •� �wwwwxwxwxwsrvrhr�sxww lcaws�� � � I opS o I I I N Z ;r 0 w Uzi i i J w LU Qxwwwwwamu»Nuu»Numm ua�suw�r U- 71 a a o � x z w m � oa om � J G w � a o x y rr � z oClQ 7 G J w C w O LL w 0 0 Q Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ov z a ¢ _ w ¢� a m Y a` 0 a U yx W O G] � cn W _J LL 0 w a m a N z 0 > LU W o LL a a o � x z LL m � oa om � S N U J � Q G w � o = y J Z � O M J w IC w O LL w 0 0 Q Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ov z a ¢ _ w ¢� a m Y a` 0 a U yx W O G] � cn LI _J LL O w a m a U z O o Q > WEri.. W a a o � x z LL m � oa om � S N U J � F � G w � a o y Z m O N N M J #. Cl w IC w O LL w 0 0 Q mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m \ � } ------------------------------------------------------------------ ~ / § n 2 O w % . w : w : O O : ----------------- \ § / \ \ . :0 mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m \\\ \ \ \ � \ � ) n 2 O / Q � > . w : w : O O : Mc, \ § $ \ .0 . . ��� mms)n Envelope ID:DmAB 901aAA l4DE8 G9A*ece Amy m \ � } n 2 O Q > w � w 113� O O � § / \ \ § $ \ V) Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 SCHEDULE OF FINISH HARDWARE PROJECT Name: C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) Address: 3491 S ROOSEVELT BLVD KEY WEST FL 33040 CONTRACTOR Name: NV2A GROUP Address: 9100 SOUTH DADELAND BLVD MIAMI FL 33156 ARCHITECT Name: MCFARLAND JOHNSON Address: 2409 NORTH ROOSEVELT BLVD, SUITE 4 KEY WEST FL 33040 DASHASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) 8D800 NW 23RD ST. Prepared Date:1-17-2024 MIAMI,FL 33172 22063140 OD GLASS D'OOR & www.dashdoor.com Submitted By: BENJAMIN SCHULTZ Prepared By: AMY DALSING,AHC,DHT Page 19 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GENERAL HARDWARE NOTES 1.The i ntent of this FtricAnerre Schedule is to show i nforn-Etion only. Appro✓al of this Schedule WII take preced enoe over ary inkxn-edion even by the Arrfitectutal CX~a ngs&Specifications Therefore,the installer must use the a pp u ed hardwere schedule fior installation 2 Des h Doc-&Gass WII not be held respons bl a fa-factory delays.Hxdunere WII be ordered eyed pr npdy once me have reoeK eel ail infonh>abena-idAPPFdJvIDFtrchAEreSchecUeL EjeryattenjAvull beniideton-ar taintheRgecrsNt-terial DeliverySdhedles a Door-&Frame i rfon- tion as shone is not intended for the use of other Trades and Dash Door&Cass W I I not be held nespor-oble for its accuracy. 4.Dash Door&Class is not respon sole for n-elching Nbw HarcMere to Basting Co-dtions. a Nb Bade W II be accepted unless agreed by Cash Loa-&Gass i n vuriting prior to any v"k being perfumed 6.Any RbAs a-r.or Changes rn acle after necapt of Appro ed Fbrd v"e Schedles W II be subject to a Processing&Eix,j Heeling Fee in addition to Nbiterial Cl,.rote.Al changes WII then be m13de on Slpplernentay Coders. Material no longer-requred WII be turned o ern to Owner's Attic Stack 7.All Loch&Chi i nciers roust be instal led as per the Appr med Hard ere Schedule and Key Sdhed la Dash Doc-&Class WII not be responsible if this procedure is rot fdlaned and if Lode&(:l i ode s a-e not correctly located in accordance vuth the Approved Schedules. a CX�erheed Stops or Folders n—st be installed first When used in ocr junction Wth Door Closers 9.All EAt Devices for Doors other than 36'a-4g'must beTnn red in the field by the Installer. 10.Priy Tods;Winches.Instr ctirns&NlFirtenarm Sheets or information pad<ed vuth Lodes,Closers,Exit Demoes& other Fbrc6 ere Items are to be tuned over to the C)nner. 11.Some miodd Door Closers are adaptable to a mlti pl e nm ans of installation vahout futher pats rec}.ired The fdlowng are #Tee(3)ccnTrrxh nh=tlhods of appl icathcrr: a Standard Flagular Arm Ober N/b rted(R l I Side). b.Parallel Porn Frame Stop Mx.rt (Rush Side). c Top Jarb Pogue Door Kurt(Rush Side} —E&cre installation of Goa-Closer,refer to the Fbndnere Sdhecue for the n>=tlnod of appl ication&deg ee of swing for each opening and use the appropriate Template ancYa-Installation Instruction. The degree of the opening listed is apprt udrnAe&should not be used to install the Doc-Closer.The Installer m st detan i ne the Nhdmxn Degree of the opening based on Field Conditions before installing the❑can Close 12 All H dware m.5t be installed Wth the Fasteners pr Nided by the Manufacturer.rer. The use of Fasteners other than those prcmded can cause Fbrd%a-e Failure&Vad the NBrxfacturer'sWma ty. 1a The use of Raner Tools IS NOT for installation of l-brc6nare as this cases CVatightening&Dernacges to the Fastener Fleads This WII cause l-brdm re Failure&also Void the Nbnufaduer's V\&anty. 14.Electrician mistreviewVVaII Magnet Template,Installation Instruction andFbrdv"e Schedule todetermine proper location of Ntagiet Junction Box IS Ewen if a k4iijfaclurer includes Thn rBdts or Sex-Nuts&Belts as part of#-o r Standard Fastener-Padkacge,the I nstaller shall refer to the Arditecfs-'E�ecificatiahs for proper-- Fastener usage BED Dnili ng Doors fa-Brits. 16.Far SUrfaoeApplied Fbrdv`w--A-ditechxal Drawings&Sp>edfied Mxxiting desc iptiens WII take precedence over NbrLdbdu-eessdpplied Mxxidng Instn.cdcns&lnsteilerssugg;sted mounting locations. 17.Pry Fbles requred for Wring of ail Surface Appl ied Electronic FfarM.ere to be dune in the field by the Installation Contractor. DASH DOOR&GLASS C/O PC01 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. DOOR & MIAMI,FL 33172 22063140 www.dashdoor.com Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 20 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 KEYING NOTES THIS IS TO BE A NEW BEST PATENDED KEY SYSTEM WITH "UNKNOWN" KEYWAY - OWNER TO PROVIDE KEYWAY Permanent cylinders are to be BEST, SMALL FORMAT INTERCHANGEABLE CORES, COMBINATED, 7-PIN WITH: 1. 2 Keys for each permanent core, 2. 6 Master keys 3. 2 Control Keys, 4. Provide Cut Keys, nickel silver, with standard bows, stamped with the phrase "DO NOT DUPLICATE." 5. Furnish 12 Construction Keys & 2 Construction Control Keys for the owner's use during project. Keying for all locks to be determined during a keying meeting to be arranged between BEST ACCESS and the Owner at a later date. Owner's Representative Contact information & final keys/cores shop to address or to scheule a keying meeting as required. NAME: ---------------------------------------------------- PHONE NUMBER: ------------------------------------------ EMAIL: ---------------------------------------------------- ADDRESS: ------------------------------------------------- OWNER SHALL RETURN CONSTRUCTION CORES TO DASH DOOR & GLASS AFTER PROJECT CLOSE OUT. O & M INFORMATION * NOTE: It is the responsibility of the General Contractor to keep and provide any special tools supplied by the hardware manufacturer. These are packed with each piece of hardware and should be incorporated into the close out documents at the end of the project. 0 DA DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) SH 8800 NW 23RD ST. MIAMI,FL 33172 22063140 DOOR & www.dashdoor.com Submitted By: BENJAMIN SCHULTZ D GLASS Prepared By: AMY DALSING,AHC,DHT Page 21 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE MANUFACTURERS Abbreviation Name ABH ABH BES BEST ACCESS SYSTEMS BHI BEST Hinges BPH BEST PHI DKB DORMA KABA PEM PEMKO ROC ROCKWOOD SEC SECURITRON TRI TRIMCO DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) 8800 NW 23RD ST. DASHMIAMI,FL 33172 22063140 DOOR & www.dashdoor.com Submitted By: BENJAMIN SCHULTZ 01, D GLASS Prepared By: AMY DALSING,AHC,DHT Page 22 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE FINISHES Finish Description 26D CHROMIUM PLATED, SATIN 626 US26D SATIN CHROMIUM PLATED 630 SATIN STAINLESS STEEL, 300 SERIES 630W 689 ALUMINUM A MILL FINISH ALUMINUM BK BLACK BL BLACK C CLEAR ANODIZED ALUMINUM GREY GREY US28 SATIN ALUMINUM US32D SATIN STAINLESS STEEL LISP PAINTED PRIMED DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. DOOR & MIAMI,FL 33172 22063140 www.dashdoor.com Submitted By: BENJAMIN SCHULTZ O: D GLA, SS Prepared By: AMY DALSING,AHC,DHT Page 23 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 DOOR INDEX Mark Heading# Mark Heading# Mark Heading# 100A 22.1 136 32.1 147C 16 225 87 235B 87.2 226 87.1 239 73.1 305 47 306 45 310 65 317 53 327C 21 150E 28 DASHDASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) 8800 NW 23RD ST. Prepared Date: 1-17-2024 DOOR & MIAMI,FL 33172 22063140 www.dashdoor.com Submitted By: BENJAMIN SCHULTZ 01111D G LASS Prepared By: AMY DALSING,AHC,DHT Page 24 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 16 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 147C 1 SGL DOOR EXTERIOR FROM OPEN 3-3 x 7-0 x 1 3/4 RHR 90 OFFICE 147C HMD Door/HMF Frame NON-RTD Door/NON-RTD Frame Arch Set Name: 15 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,5, HVY WT CB199 5 X 4-1/2 X NRP 630W BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-TWEU-14-J X BEST PREFERRED PATENTED X C 626 BES ELECTRONICALLY UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X SIDS X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA KICK PLATE K1050 X 3BE X CSK X 10 X 37 US32D ROC 1 EA WALL STOP 1209W 630 TRI 1 EA THRESHOLD 2005AV X MSES25 X 39 W A PEM 1 EA GASKETING S88BL18 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY CECO TRANSOM FL#4553,CECO FL#16355.4,ASSEMBLY 10,NOT WATER INFILTRATION RATED NOTE: GASKETING PER FL#REQUIREMENTS. NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER,CARD-KEYPAD,DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER ON THE EXTERIOR RELEASES TRIM ON ELECTRONIC LOCKSETALLOWING ENTRY. CARD-KEYPAD ON THE INTERIOR SHUNTS ALARM AND RELEASES TRIM ALLOWING EGRESS. MECHANICAL KEY IN CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. 3-11-2024 ADD TRANSOM TO FRAME PER REVISION 1. ." CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 25 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 21 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 327C 1 SGL DOOR EXTERIOR FROM 3-0 x 7-6 x 1 3/4 LHR 90 MECHANICAL 327 HMD Door/HMF Frame 45 MIN Door/45 MIN Frame Arch Set Name: 39 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,4 1/2, HVY WT CB199 4-1/2 X 4-1/2 X NRP 630W BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-TDEU-I4-J X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X SIDS X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA THRESHOLD 2005AV X MSES25 X 36 W A PEM 1 EA GASKETING S88BL20 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY CECO FL3 16355.2,ASSEMBLY 17,NOT WATER INFILTRATION RATED NOTE: GASKETING PER FL#REQUIREMENTS. NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER, DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. FREE EGRESS ATALL TIMES BY INSIDE LEVER 3-11-2024 ADD 45 MIN FIRE RATING PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 26 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 22.1 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 100A 1 SGL DOOR EXTERIOR TO TUG 3-4 x 7-0 x 1 3/4 RH 90 LANE 159 HMD Door/EXST Frame NON-RTD Door/NON-RTD Frame Arch Set Name: EX Opening to receive: Attached Qty UM Type Description TO Finish Mfgr NOTE: ALL HARDWARE IS EXISTING TO REMAIN/REUSE. —CONTRACTOR TO PROVIDE SIZE,QUANTITYAND THICKNESS OF EXISTING HINGES,MODEL OF EXISTING LOCKAND ANY OTHER HARDWARE ATTACHED OR REQUIRED FOR THIS DOOR. 2-21-2024 NEW DOOR ADDER PER 5-5-2023 CONFORMED DOCS. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 27 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 28 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 150E 1 SGL DOOR EXTERIOR FROM ATO 3-0 x 7-0 x 1 3/4 RHR 90 SUITE#1 150 HMD Door/EXST Frame NON-RTD Door/NON-RTD Frame Arch Set Name: 11 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,4 1/2, HVY WT CB199 4-1/2 X 4-1/2 X NRP 630W BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-TDEU-I4-J X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA KICK PLATE K1050 X 3BE X CSK X 10 X 34 US32D ROC 1 EA THRESHOLD 2005AV X MSES25 X 36 W A PEM 1 EA GASKETING S88BL17 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY CECO FL3 16355.4,ASSEMBLY 20,NOT WATER INFILTRATION RATED NOTE: GASKETING PER FL#REQUIREMENTS. NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER,DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: DOOR NORMALLY CLOSED AND LOCKED. CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 28 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 32.1 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 136 1 SGL DOOR CORRIDOR 153 TO 3-0 x 7-0 x 1 3/4 LH 90 CONCESSION OFFICE 136 HMD Door/HMF Frame NON-RTD Door/NON-RTD Frame Arch Set Name: 05 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,4 1/2, STD WT FBB179 4-1/2 X 4-1/2 26D BHI 1 EA MORTISE LOCK 45H-7-R-14-H X BEST PREFERRED PATENTED 626 BES CLASSROOM 1 EA WALL STOP 1270WV 630 TRI 3 EA SILENCER 1229A GREY TRI 3-11-2023 NEW DOOR,FRAME AND HARDWARE PER REVISION 1. —ARCHITECT TO CONFIRM HARDWARE SET REQUIRED. NO HARDWARE WAS SPECIFIED FOR THIS OPENING. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 29 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 45 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Deg Act/InAct 306 1 PR DOORS HOLDROOM 302 FROM 3-0/3-0 x 7-0 x 1 3/4 RHRA 90/90 STORAGE 306 HMD Door/HMF Frame 45 MIN Door/45 MIN Frame Arch Set Name: 21 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 6 EA HINGE,4 1/2, STD WT FBB179 4-1/2 X 4-1/2 X NRP BOTH 26D BHI 1 EA FLUSH BOLT,AUTOMATIC, 1863P INACT US32D ABH CORNER 1 EA DUST PROOF STRIKE 1870 US32D ABH 1 EA MORTISE LOCK 45H-7-D-14-H X BEST PREFERRED PATENTED BOTH 626 BES STOREROOM 1 EA CONSTRUCTION CORE 7190224 BES 1 EA COORDINATOR, BAR 3721 USP ABH INSTALL COORDINATOR PRIOR TO CLOSERS 2 EA MOUNTING BRACKET 3752 USP ABH 2 EA CLOSER, PARALLEL ARM HD8016 X DS X PC X SNDTPK BOTH 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA GASKETING S88BL20 BL PEM 2 EA ASTRAGAL 29324CNB X 84 BOTH C PEM 3-11-2024 ADD 45 MIN FIRE RATING PER REVISION 1. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 30 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 47 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Deg Act/InAct 305 1 PR DOORS HOLDROOM 302 FROM 3-0/3-0 x 7-0 x 1 3/4 RHRA 90/90 ELECTRICAL 305 HMD Door/HMF Frame 45 MIN Door/45 MIN Frame Arch Set Name: 23 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 6 EA HINGE,4 1/2, STD WT FBB179 4-1/2 X 4-1/2 X NRP BOTH 26D BHI 1 EA ELECTRIC POWER PT1000EZ ACT US28 ABH TRANSFER 1 EA CVR EXIT DEVICE EXIT 3ROFL2801 X LBR X NO TRIM X S519 X 3-0 X 7-0 INACT 630 BPH ONLY 1 EA CVR EXIT DEVICE KEY 3ROC-MLR-TS-FL2803 X LBR X 4903D X S519 X 3-0 X 7-0 ACT 630 BPH RETRACTS LATCHBOLT 1 EA RIM CYLINDER STANDARD 12E-7-2-S2-RP2 X BEST PREFERRED PATENTED 626 BES RIM 1 EA CONSTRUCTION CORE 7190224 BES 2 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK BOTH 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 2 EA WALL STOP 1270WV 630 TRI 1 EA GASKETING S88BL20 BL PEM 2 EA ASTRAGAL 29324CNB X 84 BOTH C PEM 2 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BOTH BK SEC 1 EA POWER SUPPLY RPSMLR2BB BPH 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER,DOOR POSITION SWITCHES,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: DOOR NORMALLY CLOSED AND LOCKED.CARD READER RETRACTS LATCHBOLT ON EXIT DEVICE ALLOWING ENTRY. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. TS SWITCH IN THE PUSH RAILSIGNALS REQUEST TO EXIT. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BYTOUCHBAR. 3-11-2024 ADD 45 MIN FIRE RATING PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 DOOR & MIAMI,FL 33172 22063140 www.dashcoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 31 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 53 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 317 1 SGL DOOR VESTIBULE 318 TO 4-0 x 7-0 x 1 3/4 LH 90 TRASH 317 HMD Door/HMF Frame 45 MIN Door/45 MIN Frame Arch Set Name: 30 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,5, HVY WT FBB168 5 X 4-1/2 26D BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-DEU-14-H X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, REGULARARM HD8056 XAF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PULL SIDE OF DOOR 1 EA ARMOR PLATE K1050 X 4BE X CSK X 34 X 46 US32D ROC 1 EA WALL STOP 1270WV 630 TRI 1 EA GASKETING S88BL18 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER,DOOR POSITION SWITCH,WIRING DIAGRAMSAND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONALDESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSETALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. 3-11-2024 ADD 45 MIN FIRE RATING PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 32 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 65 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 310 1 SGL DOOR HOLDROOM 302 FROM 3-0 x 7-0 x 1 3/4 RHR 180 IT/COMM 310 HMD Door/HMF Frame 90 MIN Door/90 MIN Frame Arch Set Name: 41 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,4 1/2, STD WT FBB179 4-1/2 X 4-1/2 X NRP 26D BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-DEU-14-H X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA KICK PLATE K1050 X 3BE X CSK X 10 X 34 US32D ROC 1 EA WALL STOP 1270WV 630 TRI 1 EA GASKETING S88BL17 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READER,DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. 3-11-2024 ADD 90 MIN FIRE RATING TO OPENING PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 33 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 73.1 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 239 1 SGL DOOR OPENING DELETED PER 3-0 x 7-0 x 1 3/4 RH 90 REVISION 1 TO OPENING EXST Door/EXST Frame DELETED PER REVISION 1 NON-RTD Door/NON-RTD Frame Arch Set Name: 50 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3-11-2024 DOOR,FRAME AND HARDWARE DELETED PER REVISION 1. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 34 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 87 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 225 1 SGL DOOR SECURITY CHECKPOINT 3-0 x 7-0 x 1 3/4 RHR 90 228 FROM TSA COMM 225 HMD Door/HMF Frame 90 MIN Door/90 MIN Frame Arch Set Name: 62 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,4 1/2, STD WT FBB179 4-1/2 X 4-1/2 X NRP 26D BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-DEU-14-H X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA WALL STOP 1270WV 630 TRI 1 EA GASKETING S88BL17 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READERS,DOOR POSITION SWITCH,WIRING DIAGRAMSAND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. 3-11-2024 CHANGE OPENING NUMBER FROM 226 TO 225,ADD 90MIN FIRE RATING,CHANGE JAMB DEPTH PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 35 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 87.1 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 226 1 SGL DOOR CORRIDOR 235 FROM 3-10 x 7-0 x 1 3/4 LHR 90 ELEVATOR MACHINE EXST Door/EXST Frame ROOM 226 NON-RTD Door/NON-RTD Frame Arch Set Name: 62 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,5, HVY WT FBB168 5 X 4-1/2 X NRP 26D BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-DEU-14-H X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA WALL STOP 1270WV 630 TRI 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA GASKETING S88BL18 BL PEM 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY 1 EA POWER SUPPLY DKPS-2A DKB NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READERS,DOOR POSITION SWITCH,WIRING DIAGRAMSAND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. 3-11-2024 ADD HARDWARE SET#62 PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 36 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE Heading 87.2 Mark KeyGroup Qty Mode Description Location Size /Material/Rating Hand Degree 235B 1 SGL DOOR TSA QUEUE 227 FROM 3-4 x 7-0 x 1 3/4 LHR 90 CORRIDOR 235 HMD Door/EXST Frame NON-RTD Door/NON-RTD Frame Arch Set Name: 62 Opening to receive: Attached Qty UM Type Description To Finish Mfgr 3 EA HINGE,5, HVY WT FBB168 5 X 4-1/2 X NRP 26D BHI 1 EA ELECTRIC POWER PT1000EZ US28 ABH TRANSFER 1 EA ELECTRIC MORTISE LOCK 45HW-7-DEU-14-H X BEST PREFERRED PATENTED X C X 626 BES ELECTRONICALLY RQE UNLOCKED 1 EA CONSTRUCTION CORE 7190224 BES 1 EA CLOSER, PARALLEL ARM HD8016 X AF80P X PC X SNDTPK 689 BES MOUNT CLOSER ON PUSH SIDE OF DOOR 1 EA WALL STOP 1270WV 630 TRI 1 EA GASKETING S88BL18 BL PEM 1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC 1 EA POWER SUPPLY DKPS-2A DKB 1 EA WIRING HARNESS WH-6E BHI FROM POWER TRANSFER TO POWER SUPPLY NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER. NOTE: CARD READERS,DOOR POSITION SWITCH,WIRING DIAGRAMSAND OTHER ELECTRICAL ACCESSORIES NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS. OPERATIONAL DESCRIPTION: CARD READER RELEASES TRIM ON ELECTRONIC LOCKSET ALLOWING ENTRY. RQE SWITCH SIGNALS REQUEST TO EXIT. MECHANICAL KEY IN OUTSIDE CYLINDER RETRACTS LATCHBOLT FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITORS THE DOOR STATUS. FREE EGRESS AT ALL TIMES BY INSIDE LEVER. 3-11-2024 ADD HARDWARE SET#62,ADD FLUSH HOLLOW METAL DOOR PER REVISION 1. —CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE. DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 D00R & MIAMI,FL 33172 22063140 www.dashdoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 37 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 HARDWARE SCHEDULE End of Schedule DASH DOOR&GLASS C/O PCO1 KEY WEST IACA&TERMINAL(PCO 1) DASH 8800 NW 23RD ST. Prepared Date: 1-17-2024 DOOR & MIAMI,FL 33172 22063140 www.dashcoor.corn Submitted By: BENJAMIN SCHULTZ OD GLASS Prepared By: AMY DALSING,AHC,DHT Page 38 of 38 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #087 N V K" 1="7, K6=-YST-*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #087: Steel Fab - Gates 1 Thru 7 Vestibule Steel 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: 087/1 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: 8/20/2024 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: $70,895.09 POTENTIAL CHANGE ORDER TITLE:Steel Fab-Gates 1 Thru 7 Vestibule Steel CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Steel Fab-Gates 1 Thru 7 Vestibule Steel This change order includes the costs associated with furnish and install(6)HSS 2-1/2x2-1/2x3/16x 8'-2"columns, (2)HSS 12x4xl/4x9'-7"Headers and (2)HSS 12x4x6'-O"Headers for 7 Gates vestibules per Submittal#08 4313-001 Revision 1:Aluminum Framed Storefronts-Shop Drawings. Cost breakdown and backup are attached for further details. ATTACHMENTS: 22596 RCO 010-Gates 1 thru 7-Steel.pdf, -Submittal#003-Rev-2-Aluminum-Framed_Storefronts-Reduced.pdf # Budget Code Description Amount 1 05-.12.10.00.3 Structural Steel Framing Gates 1-7 Vestibule Steel $64,450.08 Joist.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $6,445.01 Grand Total: $70,895.09 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 E4,'A CTC r';V1�IVO 7 51GNAIUKt DATE SIGNATURE DATE SIGNATURE DATE 11/22/2024 1 10:46:03 PST 12/2/2024 1 10:49:55 PST 11/22/2024 1 09:10:14 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/22/2024 11:57 AM EST Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 REQUEST FOR CHANGE ORDER v 721 N.E. 44th Street NUMBER: 010.0 Fort Lauderdale, FL 33334 Phone: 954-772-0440 Fax: 954-938-7527 TITLE: RCO#010.0, Gates 1 thru 7 Steel DATE: 07/26/24 PROJECT: 22596 Key West IACA &Terminal JOB: 22596 TO: Antonio Pinto NV2A REASON: Price Only CIC REFERENCE: Phone: Fax: DESCRIPTION OF CHANGE Gates 1 thru 7- Cost associated with FURNISH AND INSTALL (6) HSS 2-1/2x2-1/2x3/16x 8'-2" columns, (2) HSS 12x4x1/4x9'-7" Headers and (2) HSS 12x4x6'-0" Headers. Typical of(7) Gates. Total (70) pieces. Steel to be prime painted. Item Description Quantity Units Unit Price Net Amount 001T Detailing standard 20.00 Hour 77.00 1,540.00 002T Materials Add 7,592.08 Lb 2.04 15,474.56 003T Shop labor standard add 60.00 Hour 70.00 4,200.00 004T Shipping 1.00 Lot 1,500.00 1,500.00 005 Foreman (standard) 40.00 Hour 84.25 3,370.00 006 Ironworker standard 400.00 Hour 82.99 33,196.00 007 Housing-Add 1.00 Lot 4,000.00 4,000.00 008 Per Diem.5 Guys x 14 Days 70.00 Day 50.00 3,500.00 009 Welding Machine 200.00 Hour 2.80 560.00 010T Sales Tax at 0.07 1,590.00 1,590.00 011 Overhead at 0.1 6,893.06 6,893.06 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 be Increased 25 days 75,823.62 * 35% = 64,450.06 M.S. ACCEPTED: NV2A BY: Antonio Pinto BY: DATE: DATE: PAGE 1 OF 1 FORM: F CO 01 RTF SF x X H E .E .E E N O O O 'O C OTJ 0�J UT1 N ID O v C7 C7 (7 ( 3 = 0 o a a a a xx x N O U/ Q + 0 H ~ = tO V - U1 U1 N O Q Q Q O m v`ni Q v`ni v`ni o v O U K10 O a)= 0) 41 ) N x p p N �X a\I X x D N C c-I M N W c-I � t6 N N 00 c-I v m O H N O u � CV S l?l?V}V} 00 \ N x N N N h m 00 00 fx M <o a--I 00 .\I OJ L .�-I V <0 l0 N -O F � Q > 2 to hp N V I� O z C C p m v Z �- Q 00 O Cl w v� O_ Z � � 4 N L � L 0) ' m � u v o 'Q m o N > O N N N V V 00 n F U a) t N m O N N cm Ln N 00 W V' ll'1 O vi L-i @ w J (Up m m m Q lJ l7 C7 O a Q 1 O Ln M O O 00 Q Q Q Q LU r) ID a m _ x � N OO > W c6 x V V 00 c N N 00 In 00 n J n N p S d S S D _p Ln N O 00 a) 0 O p O N C LU O .-I N M L(1 tD h 00 01 O cy N M 't M LD I- 00 m O ci Z}] O N c-I c-I .-I .-I .-I .-I .-I .-I .-I - N N U K O \ O I _J C) � x x d . ........... M X Z SSH 4 U)Z/k 8 X OZ SSH 0 8 tI 'r tl/G XZL SSH 99 O co ,,,t7/L 9-,6 m co co U ° O Ali CD co co1.0 A < .- co a 00 CN Lu CD 112 rn C:)-O M 00 0 c X NC co r L \ v J (n L p U Q o co O 0 L Cfl � N ^� M co Q LU M = M QO It QO .N 7 U O 0 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 rµ n d„�, NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and NV %' f" Y't 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program Miami, Florida 33156 3941 South Roosevelt Blvd. P: (786)233-5060 Key West, Florida 33040 Submittal #08 4313-003.2 - Aluminum-Framed Storefronts - Shop Drawings 08 4313 - Aluminum-Framed Storefronts Distribution Summary Distributed by Ryan Donnelly(NV2A/Gulf Keystar JV)on Feb 26, 2024 To Eiliv Rosen(Crawford-Tracey Corp),Gustavo Lazaro(NV2A/Gulf Keystar JV), Ryan Donnelly(NV2A/Gulf Keystar JV),Tim Bergeron(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf Keystar JV),Jose McSherry (NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf Keystar JV),Claudio Santos(NV2A/Gulf Keystar JV),Mansour Sodagari (NV2A/Gulf Keystar JV) Message Attached please find KWIA Submittal#08 4313-3-2—Aluminum-Framed Storefronts-Shop Drawings to be revised& resubmitted. Please let me know if you have any questions. Attachments Name Response Attachments Comments Judy Telford(Mead&Hunt) Revise and Transmittal Submittal-08 REVISE AND RESUBMIT See attached.pdf for Resubmit 4313-001-1 -Aluminum- MH comments Note: Please review the attached Framed Storefronts-Rev 1 Transmittal PDF for the full formatted text. (Responded and Closed).pdf,08 4313-003-2 -MH Response.pdf, Transmittal Submittal-08 4313-001-1 -Aluminum- Framed Storefronts-Rev 1 (Responded and Closed).pdf Revision 2 Submittal Manager Ryan Donnelly(NV2A/Gulf Keystar JV) Status Closed Date Created Jan 8,2024 Issue Date Jan 8,2024 Spec Section 08 4313-Aluminum-Framed Storefronts Responsible Crawford-Tracey Corp Received From Contractor Received Date Submit By Jan 31,2023 Final Due Date Mar 1,2024 Lead Time Cost Code Location Type Shop Drawing Approvers Ryan Donnelly(NV2A/Gulf Keystar JV),Tang Fang (Mead&Hunt),Christopher Kopec(McFarland Johnson, Inc.), Don Koppy (Mead&Hunt), Frederick Mock(McFarland Johnson, Inc.),Judy Telford(Mead&Hunt),Tonya Wood(Mead&Hunt) Ball in Court Distribution Alex Hyppolite(NV2A/Gulf Keystar JV),Antonio Pinto(NV2A/Gulf Keystar JV), Gustavo Lazaro(NV2A/Gulf Keystar JV), Mansour Sodagari(NV2A/Gulf Keystar JV),Claudio Santos(NV2A/Gulf Keystar JV),Gregg Gaston(NV2A/Gulf Keystar JV), Jose McSherry(NV2A/Gulf Keystar JV),Ryan Donnelly(NV2A/Gulf Keystar JV),Tim Bergeron(NV2A/Gulf Keystar JV) Description Track Procurement No Notes NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 20,2024 06:35 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Submittal#08 4313-003.2-Aluminum-Framed Storefronts-Shop Project:20-2039-01 KWIA Concourse A and Terminal Improvements Drawings Program Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments Eiliv Rosen Jan 15,2024 Feb 14,2024 Submitted 0843 t t�9)3 d�V�:a7rn:aox:A�io rtati�: tga pal f,�tl:d+ Comment See attached for interior package and the door hardware package. There seems to be a lock in the substitution request form, so I included a note in the description. Ryan Donnelly Feb 16,2024 Feb 23,2024 Feb 16,2024 Reviewed by NGK 08 4313-003-2-Aluminum Storefront.pdf Tang Fang Feb 16,2024 Mar 1,2024 Pending Christopher Kopec Feb 16,2024 Mar 1,2024 Pending Don Koppy Feb 16,2024 Mar 1,2024 Pending Frederick Mock Feb 16,2024 Mar 1,2024 Pending Judy Telford Feb 16,2024 Mar 1,2024 Feb 26,2024 Revise and Resubmit Transmittal Submittal-08 4313-001-1 - Aluminum-Framed Storefronts-Rev 1 (Responded and Closed).pdf(Current) Transmittal Submittal-08 4313-001-1 - Aluminum-Framed Storefronts-Rev 1 (Responded and Closed).pdf(Current) 08 431 3-003-2-MH Response.pdf(Current) Comment REVISE AND RESUBMIT See attached.pdf for MH comments Note:Please review the attached Transmittal PDF for the full formatted text. Tonya Wood Feb 16,2024 Mar 1,2024 Pending NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 20,2024 06:35 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Mil��e a d "".... 1ntIlllllhIIIIIII ° IIIIIII °t IIIIIII ""��........ uuuu uuuu muuiol ��iim IIIIIII �� IIIIIII iiiiiu��u� IIIIIII�IIIIIII� ��� ��� "�� IIIIIII ib NI&:dd & 11&a..m ' &,nc' IIJ99II'Vk:Fvien Rr.,_eA, S ddre :151() Ddllads & M "5'12I 1, Urid d States w3F°0 W E CT EYW Key West Conc A &Terminal 1'8'" I E °`µ'�,IT 2/26/2024 Program 4317400-200125.01 S,� B.rl ..1.. 08 4313-001-1 - Aluminum- SUBNIl11 sA lHl)° 08 4313-001-1 - Framed Storefronts - Rev 1 Aluminum- Framed Storefronts - Rev 1 Submittal 1111 Lin,Nl.,r 1u u s A L 11 00270 Pl_IRP aSF' Revise and Resubmit - Exceptions ,°1A!! Procore Taken wrII C SECTIOP,J: 084313 �1lN1 l INiI �1p FNAfl IplOP,1F Judy Telford Mead & Hunt, Inc. Judm.Telford@meadhunt 469-646-0160 l.0 1 d!\r iF ;d rr it ors°,r I Nh,8ti P lr)1 it ryand@gulfbuilding.co ryand@gulfbuilding.com m RFr1AR!u^�!!�"1:5!! REVISE AND RESUBMIT See attached .pdf for MH comments C° ArlTFrITS Q1.J PJTTT°p': 1 I I ::"": 2/20/2024 rlUN1BER.: I)I SC F&,FTIO r^J 08 4313-003-2 - MH Response.pdf +1%CT:1 0 r�J l:' ''I1���7,R.u<;S D A P S Donald Koppy (Mead & Hunt) Tang Fang of .:.IL.. Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 , 20-2039-01 - KWIA Concourse dtr If�"" Wi tr*lciLW4 ' A and Terminal Improvements Program 3941 South Roosevelt Blvd. NV2A/Gulf Keystar Key West, Florida 33040 9100 South DJMland Blvd,Suite 600 United States Miami, Florida 33156 United States (786) 233-5060 Title Submittal Manager Aluminum-Framed Storefronts- Shop Drawings Ryan Donnelly Spec Section Type 08 4313 -Aluminum-Framed Storefronts Shop Drawing Number Rev 08 4313-003 2 Description SUBMITTAL REVIEW None Approved®Noa Exceptions Taken Approved as Noted-Make Corrections Noted (Resubmittal Not Required) GULF I II Revise and Resubmit-Exceptions Taken NKE2YST*Ri Rejected Accepted-Informational submittal f�iwpject° 2 � 2(M9 1��1 iaf t� :: R Not Accepted-Informational submittal fiftfiew ltiltt sa , Not Reviewed o0orniv wNg t"ffh4*t"tl`ms (of 9"ftttf,flN W d pr—Orklf,I fa9X0014011% Architect's/Engineer's action on this Submittal is based solely on the information t f"f,f, rllo- Ng7ifdOt t;at44gltt,ff �t t t t„tAj5lf6fft O tgftttlffl� 9 � f PVC tit submitted and is subject to the following:Architect's/Engineer's review is limited to verifying general compatibility with the design concept of the completed Project jr,Uf"fl= Aprxinivai of the stNbmti d r oa% mlC rit w 01(l or as a functioning whole as indicated by the Contract Documents,and for general V/t4ftc of ljttrtf YGt^C'Jtt"1NfW�"tYd �fn +Uml',yl 't tf tffff Ity� ft,',;�a y ja, ,ffyt+t� compliance with the information given in the Contract Documents. No detailed check of quantities or dimensions was made. Approval of a specific item shall not Y,tittr'ftllj!'d'rk" , Iufr"mr't,rvt;, ;jt";`t : ,�'m„"wi�, tdf`f^,;;;J°li(ttro'�y,Uft' f"' h'f"kidt'tt'ff".t6rfl, w„", wbf`d; l`d4"f"ti "k mean approval of an assembly of which the item is a component. Disposition or Ai "k f'N M 02)fkf Uivurs, and polOw wma at tMtP,"4'f"d to a w0a ivul notations do not constitute a contract modification and do not relieve the Contractor from compliance with Contract Documents,governing codes and safislactoryff"1R%ifttUfM. regulations.Contractor shall be solely responsible for complying with the Contract Documents,as well as with Supplier's/Manufacturer's instructions consistent with the Contract Documents,Owner's directions,and Laws and Regulations. The General Contractor,Subcontractor,and/or Construction Manager is solely responsible for: obtaining,correlating,confirming,and correcting dimensions at the Site;quantities,information and choices pertaining to fabrication techniques, means,methods,sequences,procedures,and techniques of construction; coordinating work with other trades;and ensuring that work is performed in a safe and satisfactory manner. Arch ltect/Englneer is not responsible for resubmittals or tracking progress of resubmittals. MEAD S,HUNT,INC. " � 4i W it M&H ARCHITECTURE,INC. 41 BY 02825 DATE 2/20/2024 D. Samples: Submit two samples three x three inches in size illustrating finished aluminum surface in color specified, specified glazing, infill panels, glazing materials. E. Manufacturer's Certificate: Certify that the products supplied meet or exceed the specified requirements. F. Fabrication Sample: Of each vertical-to-horizontal intersection of assemblies, made from 12-inch lengths of full-size components and showing details of the following: 1. Joinery, including concealed welds. 2. Anchorage. 3. Expansion provisions. Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 MIAMIA ADE MIAMI-DADS CObINTY � � PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,l'Morida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA %vww.iniamidade.gov/econ©mv ASSA ABLOY Entrance System US,Inc. 1900 Airport Road Monroe,NC 28110 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall.not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade. County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material .fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Lane, DESCRIPTION: Series"SL-500 Resilience R144"Sliding Glass Door System Bi-Parting and Single Sliding Level D (50 ft/s) -LMI APPROVAL DOCUMENT: Drawing No, SL500-R104FB0-D-HVHZ titled"Series SL-50€1 Resilience R104 Sliding Door System.Bi-Parting and Single Sliding Level D(50 ft/s)",sheets I through 21 of 21,dated 07/19/2019 with revision 2 dated on 03/03/2020,prepared by manufacture,signed and sealed by Scott Walters, P.E. on 02/22/2021,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Impact Resistant Limitations: 1. Max panel widths not to exceed per sheet 2(So-Sx-Sx-So)and sheet 3 (So-Sx). 2. Not approved where water infiltration is required. LABELING:Each unit shall bear a permanent label with the manufacturer's Dante or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein, RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will.occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##20.0105.03,consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.21.0324.07 Z)ECOUNITY Expiration Date: March 19,2025 . Approval Date: May 27,2021 Page 1 051271202 1 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ASSA ABLOY Entrance System US Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAS' A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No.20-0106.03) 2. Drawing No. SL500-R104FBO-D-HVHZ titled"Series SL-500 Resilience R104 Sliding Door System Bi-Parting and Single Sliding Level D (50 ftls)", sheets I through 21 of 21, dated 07/19/2019 with revision 2 dated on 03/03/2020,prepared by manufacture, signed and sealed by Scott Wolters, P.E. (Submitted under NOA No.20-0106.03) B. TEST'S 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 (4.79 cfrn/ft2 @ 1.57 PSF) 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94(Not conducted) 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with installation diagram of an aluminum automatic sliding glass doors,prepared by Intertek,Test Report Nos.J5787.01-550-18, J5787.02-550-18, J5787.03-550-18, J5787.06-550-18,J5787.14-550-1.8 and J5787.15-550-18 dated 0811.6/1.9, signed and sealed by Vinu Abraham, P.E. (Submitted under NOA No.20-0106.03) C. CALCULATIONS 1. Anchor verification calculations dated 12/06/2019,prepared by Wolters engineering, signed and sealed by Scott Wolters,P.E. (Submitted under NOA.No.20-0106.03) 2. Glazing complies wf ASTME-1300-09. D, QUALITY ASSURANCE 1. Miami.Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.for the"Sentry Glass©Interlayer", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of confoz-mance to FBC 2017 (611 Edition), dated 12/06/2019,prepared by Wolters engineering, signed and sealed by Scott Wolters,P.E. 2. Statement letter of"No financial interest",dated 12/06/201.9,prepared by Turner engineering&consulting Inc, signed and sealed by Scott Walters, P.E. 3. Lab compliance,prepared by Intertek, signed and sealed by Virtu Abraham,P.E. G. OTHER -0078, dated March 22, 2019,approved by RER. 1. Test proposal#19 µ Wang lhaa,P.E. Product Control Examiner NOA No.21-0324.07 Expiration Bate: March 19,2025 Approval Date: May 27,2021 E-1 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 ASSA ABLOY Entrance S3 stern US Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 20-0106.03) 2. Drawing No. SI,500-R1.04FBO-D-HVHZ titled"Series SL 500 Resilience R104 Sliding Doer System Bi-Parting and Single Sliding Level D (50 ft/s)", sheets 1. through 21 of 21, dated 07/19/2019 with revision 2 dated on 03/03/2020,prepared by manufacture, signed and sealed by Scott Wolters,P.E. on 02/22/2021. B. TESTS 1. None. C. CALCULATIONS 1'. None. D. QUALITY ASSURANCE. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for the"Sentry Glass Q Interlayer",expiring or) 07/04/23. F. STATEMENTS L Statement letter of conformance to FBC 2020 (711 Edition), dated 02/22/2021,prepared by Wolters engineering, signed and scaled by Scott:Wolters,P.E. G. OTHER 1. This NOA revises NOA No. 20-0106.03, expiring on 03/19/2025. z Sifang Zhao,P.E. Product Control Examiner NOA No.2I-0324.07 Expiration Date: March 19,2025 Approval Date: May 27,2U21 E-2 Docusign Envelope ID:DB8AB901-0AA1-4DE8-A9A3-6CB54B999C89 ���� Illllllllllllllllllllul� �� uuuuui��� IIIIII IIIII IIIIII �m t auu � �ui�i a uluii i u uluuuu�i IIIII uu lull uuiu a Ilui�i u Optional Features Convenience Battery:Capable of full operation with black t„ out conditions,including sensor capabilities for minimum „o ��1���.ry-r.� ` � of 100 cycles. Ie , Digital Cycle Counter: Battery powered,7 digit LCD cycle counter with a reset feature to track door usage cycles Access Control Package Electric Lock Management(Optional) � Electrified slide lock automatically locks the sliding function of all sliding door panels within the entrance when the door panels are in the closed position. Fail secure operation: Slide lock shall lock the sliding function of the door panels upon loss of power. Fail safe operation: Slide lock shall unlock the sliding � function otthe door i panels upon loss of power. Exit Device(Optional for FBO only) Locks the breakout function while allowin emergency e ress at all times.Automatic locking for the sliding door w en the door control switch is in the closed position. Optional surface mounted panic device available to comply with NFPA 101 Emergency egress requirements. Impact door packages with panic devices are rated to 80 The ASSA ABLOY SL500 Resilience R104 offers both strength and an PSF. array of options to meet all your needs in specifying, Complies with installing and owning hurricane rated sliding doors.Available 1.ANSI/BHMA All 56.10,ICC All 17.1, in overall frame widths of up to 16'for bi-parts,9'for single slides 2.ICCJIBC-International Building Code. and overall frame heights of 104",you get both strength and size. Coupled with an elevated ASTM F842-17 Forced Entry Resistance 3.UL�CUL—Approved for use in Canada and USA. rating of Grade 25,the ASSA ABLOY SL500 Resilience R104 4.NFPA 70-National Electrical Code. provides higher security than ever. 5.NFPA 101 -Life Safety Code. Activation Sensor Package Features ANSI/BHMAA156.10 compliant *ANSIJBHMAAl56.10 American National Standard for Power Combination Activation Motion Sensor/Safety Presence Sen- Operated Pedestrian Doors compliant sor utilizing K-band microwave technology 1. Motion Sensor to activate door *TAS 202 and ASTM E283 for air leakage rate below 1.0 CFM/ 2. Presence Detector while door is closing,mounted on each square foot side of header * Full dry-glazed system that allows for glass replacement on site Knowing Act/Manual Activation *Attractive lock bodies that allow for single point of release 1. Wave Plates or Push Plates to activate door per operable panel 2. Motion and Presence Detector mounted on each side of Emergency breakout to meet Life Safety Codes header for ANSI/BHMA A156.10 compliance,sensors disabled at closed position * Replaceable track that extends the life of the overall door Aesthetics package Anodized Finish: *Two heavy duty high performance plastic roller wheels per Clear,Dark Bronze,Custom anodized to match architects wheel assembly,for a total of four(4)roller wheels, 1-7/16 sample. inch(36.51 mm)diameter,per active door leaf for operation over a replaceable aluminum track Painted Finish: Powder coat painted to match architect's specs. assaabloyentrance.us•assaabloyentrance.ca Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Bi-PartingNarrowStile SingleSlfde,NarrowStile PSF Ratings Min Max Min Max FBO Single Slide Impact Level E Frame Width 1,20" 192" Frarne Width 80" 108" Frame Width Clear Opening 453/4" 813141' Clear Opening 32" 46" a piiip p Mounting Height 90" 104" MountfngHeight 90" 104" Height 90-104 80 80 80 80 80 �80TMF Clear Opening 80" 94" Clear Opening 80" 94" FBO Bi-Part Impact Level E Frame Width OperatorType aCElectra-mechanical1/4HP Max Panel Width Narrow Stile:Bi-Part is 48-3/4", Frame g0-104 80 80 80 80 single slide 54-3/4"(narrow) Height DoorWeight maxwoight400lbs, FBO Single Slide Impact Level D Frame Width Power Supply 85V-265V adjusting automatically ����������������������� Power'Consumptioh 25OW AMP Requirements A maximum of amp draw, 90 125 119 113.6 108.7 104.2 100 96.2 92.6 allowing 5 operators on one 92 123.5 117.6 112.3 107.4 102.9 98.8 95 91.5 20 amp circuit w 94 121.9 116 110.8 106 101.5 97.5 93.7 90.3 &lectro-141echahi l Lack►ng;Device Fail Safe/Fail Secure x 96 120.2 114.4 109.2 104.5 100.1 96.1 92.4 89 impact Levels/Glass Compatibility level D:large missile impacttest E rated at 50 feet persecond and is 2 98 118.8 113.1 108 103.3 99 95 91.4 88 available in 9/16 and 1 in insulated LL 100 117.4 111.8 106.7 102.1 97.8 93.9 90.3 87 glass Non-Impact: Non-impact entrances 102 116.2 110.6 105.6 101 96.8 92.9 89.3 86 require shutter system for use in wind 104 114.8 112 104.3 99.8 95.6 91.8 88.3 85 borne debris regions FBO Bi-Parting Impact Level D Level E(FBO Only):large missile impact Frame Width test rated at 8 ft gl 0 per second and is available in 9 16 ass. OpeningTime 1.5 Sec.Max.size* 90 115 107.5 99.9 92.4 (700mm/sec.) 92 112.5 105.1 97.8 90.4 ClosingTime 3,5 Sec.Max,sizes 0 94 110.1 102.9 95.7 88.5 Hold Open Time 0-60adjustable = 96 107.8 100.8 93.7 86.7 AmblentTemperature 31°Fto 122°F(-3S°CTo"50'C) E Usage This product can be installed 98 105.6 98.7 91.8 84.9 internally or externallywith suitable LL 100 103.5 96.7 90 93.2 weather protection 102 101.5 94.9 88.2 81.6 Complies and exceeds AN"SI,/B'HMAA156,10,ICCA117,1, 104 99.5 93 86.5 80 ICCiIBC-International BuildingCode, CUL-Approvedfotusein Canada, FSL Single Slide Impact Level D 5 NFPA70 National Electrical,Code,. Frame Width NFPA 101-Life Safety Code. � uuuuuuuuuuei uum i Configurations *ConsultASSAABLOY for customcon Frame figurations Height 90-104 80 80 80 80 80uuuuuuuuuuuuuuus0 80 80 s ���������������������������������������Y6 m iuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuguuguuguuguugu FSL-Bi-Part Impact Level D Vertical Stiles 2-1 4" 4" 1I1I FIrIaIIIImIeWildlltlllh SL500 Resilience R104 FBO SL500 Resilience R104 FBO FrameHeight 90-104 80 80 80 80 - Bi-Parting Narrow Stile Single Slide Narrow Stile . ................... v ... ........ ... .. ....................:..:::.::.:.......:::.:::....:.:.:.::.::.:.:.:�. --- ..M......-.. ....: ......................................... Approvals/Code Compliances ♦ ~ Z AAMA 1304&ASTM F482 I' TAS 202,ASTM E 330-97 Static Air Pressure <i Z TAS 202,ASTM E 283-99 Air Filtration g Missile - : - g m t,L ::........... ....:.................... TAS 20 ASTM E 1996 Cyclical Test Large x TAS 201,ASTM E 1996 e SL500 Resilience R104 FSL SL500 Resilience R104 FSL Florida Approvals: a Bi-Parting Narrow Stile Single Slide Narrow Stile .Impact/Non Impact FBO/FSL Bi-Part and Single Slide-30356 ....... ,--� Miami Dade Approvals v b Q Nr�NtlAMI J' r I, ASSA ABLOY Entrance Systems Tel:1-866-237-2687(US)•1-888-608-9242(Canada) AcA AM y Lv`� +,�pl ;'x n�7i,I^N�iv�Blz7�,�r,la4°;i,r,hivr�rls :�a�ier,^rJlL� ihr. 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JNINOH�NV�.J LU CD nro z LU ---------------------------------- > 0 Of z ———————————— z < 0 Go d >: Ile 77 UJ 0 LU LU U) 0 Z LLJ LU Lij In CD LU z 'T T > 0 z Lu < z < 2 C�; I-- t D U) z L) w E < LU T 00 0) m w o' z co ,I- LU LO co Ej LU CY) 00 W,1 LU LU n Llb z co 2 LU 9 LL 00 0 0 < Of 00 cn F-- LU < z 0 > q LU C: I F-- U 0 L z L 0 N 0 1 1 V M 0 d 11 0 3 A a o v m i a m o j m v u o c j o LU z 0] 2 LU II Q CL CL LU z < LU cl 0 j iLi z > U) j z o cl I. ONItiOHONtl ol _j (D >: mz U) LU oQ D- o U) o z LU LU z mb 2b LU > LU LLJ 0 >- 0ax <-0 z z F LU f Q T) o< 0 LO o C) z (D Z 2! < LLI LLJ 0 z 10 0 C3 !CC III C) LU 00 0) a) z LU LU LO of cl LU Cl) CY) 00 LU LU z o U- 0 00 na LU cl z > LU LLI 0 z D L) 0 N 0 I 1 V N 0 d N 0 3 A a o v N i a N o j m v N 3 Z oa so C, z 0 I-- C) LU z LU 3: LU 0 z o < co LU 0�2E LU Lu :7 LU — ---------------N—O,Tn7a—.T--- ............................ 0 8 co fr LU LU LU > Z u) LU z E5 T ❑LU IL 0 z co LU 0 —————— - ——— — ———————————I 16A x, zi LU 77 z .......... 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F-- Iz 1-8 C9 00 E C-) 2 r LU z LU 4 rz. z Ir LU b g I�j7 R iv 9 z 0) 9�M 0 03 < R 9 2 0 fr 00 0� Ei 0- LU F-- cl z 0 > LU C: i F-- LU 0 z 2) (n Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #097 N V Km ["=7 KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #097: Cladding Systems - Custom Color and Fascia Module 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: 097/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 9/26/2024 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: $19,032.63 POTENTIAL CHANGE ORDER TITLE:Cladding Systems-Custom Color and Fascia Module CHANGE REASON:Client Request POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Cladding Systems-Custom Color and Fascia Module This change order includes the costs associated with the following changes in Cladding Systems scope of work per the A/E request for KWIA project (20-2039-01): • Substituting the stock color with a custom color-UC 43350 Bone White • Fascia panel to change from a 26"module to a 30"module per the A/E's direction in a meeting held on 7/17/2024. Cost breakdown and further details are provided in the attached document. ATTACHMENTS: Cladding Systems Change Order Proposal.pdf # Budget Code Description Amount 1 07-.42.10.10.S Wall Metal Siding Rainscreen Custom Color $2,681.42 Cladding.Subcontractor 2 07-.42.10.10.S Wall Metal Siding Rainscreen 30"Fascia Module $14,620.97 Cladding.Subcontractor 3 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup 1 $1,730.24 Grand Total: $19,032.63 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 Signa,dkey Cry. OW1G d'42)3J%!w4.,0 Y" r,����r�¢,Aoq A4,�'�*��Jr:� dnnrS,.h'rp,"='f'V%4,12 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 10/11/2024 1 10:48:33 PDT 10/18/2024 09:35:59 PDT 9/26/2024 1 18:02:12 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:9/26/2024 07:50 PM EDT t E 0 N N :3 m m m m co 0 > (U 0 0- bo m E 0 E 0 m 0 X m —M *1 m o o cr 0 E 04.1 w cn u le c 4� 0 U- 07 u 0 a) u na 0 E as E to m 0 0.1.1 m m 0 Lj- 0 w 41 0 E m m 0 E 0 4- -0 as 0 m rn w u rn C rn (U Ln 0 -C < cLs 0 co 0 0m Ln cl w -> 2t 'M m 0 'm u (A 4�- U m .2 LL. 4- k- tj L.L ay fL7 Lnrn = -C E om E m 0 4� co 0 0 cIf o to c u o m > to .2 w D 0 0 0 Docusign Envelope ID:oa8Aa90/-OAAx-4oE8-AoA3-6ca54seyC8y A(Mok C E N R I A' lPirlice Quotation (EPOCH 12) ..,= =~~M�."', [ENTR|A Architectural Systems Date: 07/24/2024 155O Coraopolis Heights Rd, Suite 50O Quote No.: 14912 Moon Township, PA15108'2944 Revision#: 2 TO: Cladding Systems PHONE: 813-250-0786 PROJECT: Key West Airport Improvements ATTN: Chad McCollough LOCATION: Key West, FL Copy To: ]ush.huntsman@nucor.oum Quote By: DhanHarphng brian.harpring(0nucor.com Phone: 412299.8000 chad@dadsys.com Email: Brian.Harpring@nucurzum CENTR|Aio pleased to offer the following quotation for your consideration: c 0 Lf) Ln 0 r- lot E r- r-4 0 0> 0 E < E FD — C M 0 m m m E 4) 0� '0 '0 s- u rf) Ln 0 0 Gti (U -C E tCM LL U (A cr m V) LAJ 0 C13 Ln +0 Cf CT CY co u 41 0 0 a C: m m u W (U 't E �—: += 0 U u U 0 6 a) CL CL u 4 1 E 0 o C 4D M L- 4-0 > 0 u 0 U 0 _0 4� E m -0 0 a U m -K 0 u 0 co -OW C) rn E 0 0 LO u E 0 0 co 4-J QS < V) 0 u 71 4., u 03 a) f. 0 00 bjD LU 0 cqs C7 0u n CMGY CL E u 0 c 4 9 m (n U 0o 1 u u CL u rn 00 00 0 m .2 n E 0 > a) 4)4J 2M (n D 0 0 0 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Pricing is firm for 12/31/22. Add 5% per quarter afterwards. Pricing is firm for the duration of EPOCH 5 plus 30 days after the release of the new EPOCH. FLATSTOCK Standard Color 1 G-90 Galvanized Substrate 26 Ga 24 Ga 22 Ga 20 Ga 18 Ga UOM Polyester#201 Igloo White $2.48 $2.84 $3.27 $3.74 $4.30 SF Primed $2.33 $2.69 $3.11 $3.59 $4.15 SF Fluorofinish (Standard Colors) $2.89 $3.24 $3.67 $4.15 $4.71 SF Mica _ $3.06 $3.42 $3.85 $4.32 $4.87 SF Metallic $4.14 $4.50 $4.93 $5.40 $5.96 SF Duragard $3.40 $3.75 $4.18 $4.65 $5.21 SF Duragard Plus $5.00 $5.35 $5.79 $6.27 $6.85 SF Altura _ $2.93 $3.28 $3.71 $4.19 $4.75 SF Celestrial Effects $5.38 $5.74 $6.18 $6.65 $7.22 SF KolorShift $4.83 $5.19 $6.09 $6.65 SF Versacor Elite PF (Fluorofinish) $4.45 $4.82 $5.26 $5.74 $6.32 SF Versacor Elite MX(Mica) $4.61 $4.98 $5.90 $6.48 SF Versacor Elite AM (Metallic) $5.63 $6.01 $6.451 $6.93 $7.53 SF Impressions Consult CENTRIA Finish Two Sides Consult CENTRIA Aluminum 3003-1-114, Non-Clad 0.032 0.040 UOM Polyester#201 Igloo White $3.66 $4.35 SF Primed $3.52 $4.21 SF Fluorofinish (Standard Colors) $4.03 $4.72 SF Mica _ $4.18 $4.87 SF Metallic $5.17 $5.86 SF Duragard $4.49 $5.18 SF Duragard Plus $5.95 $6.64 SF Altura _ $4.06 $4.75 SF Celestrial Effects $6.30 $6.99 SF KolorShift $5.80 $6.49 SF Versacor Elite PF (Fluorofinish) $5.45 $6.15 SF Versacor Elite MX(Mica) $5.59 $6.30 SF Versacor Elite AM (Metallic) $6.54 $7.24 SF Impressions Consult CENTRIA Finish Two Sides Consult CENTRIA Docusign Envelope ID:oa8Aa90/-OAAx-4oE8-AoA3-6ca54seyC8y A(Mok C E N R I A' lPirlice Quotation (EPOCH 12) ..,= =~~M�� [ENTR|A Architectural Systems Date: 02/07/2024 155O Coraopolis Heights Rd, Suite 50O Quote No.: 191908' 1 Moon Township, PA15108'2944 [ust. Requeci: #10320 TO: Cladding Systems PHONE: (813)250-0786 PROJECT: Key West Airport Improvements ATTN: Tanner Folge LOCATION: Key West, FL Copy To: Timuthy]uhnsun Quote By: O|iviaAdabah josh Huntsman Phone: 412299.8000 Kevin Franz Email: u|ivia.adabah@nucur.cum CENTR|Aio pleased to offer the following quotation for your consideration: Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Pricing is firm for 12/31/22. Add 5% per quarter afterwards. Pricing is firm for the duration of EPOCH 5 plus 30 days after the release of the new EPOCH. FORMAWALL DIMENSION SERIES GASKETS E N I A, iece Item Description Part# Mark Price UOM IMV Joint: Standard Color IMV Joint- FWDS2" 6' $ 22.72 EA IMV Joint- FWDS2.5" 6' $ 2 k X� 11u t)F IMV Joint- FWDSY 6' $ 27.35 o�r.wS 4�aw� IMV Joint Different Color-Set-Up Charge 0 0 A IMV Gap Plate for 5/8"joint, 4" long, painted to $ 6.90 EA match face of IMV insert Vertical Joint Gaskets: 2" Panels Vert A Gasket-Std- Black Neop- 10' Lg for joint sizes 1/2"to 11/16" 32803 DJ-1 $ 37.87 EA r, y Vert A Gasket- Large- Black EPDM -50' Roll for joint sizes 11/16"to 7/8" 33400 DJ-2 $ 414.26 RL Vert A Gasket- Small- Black Neop- 10' Lg for joint sizes 3/8"to 9/16" 33401 DJ-3 $ 23.00 EA Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 Pricing is firm for 30 Days. Shipment complete within 180 days of order placement. FORMAWALL DIMENSION SERIES 4L GASKETS C E N' . Piece Item Description Part# Mark Price UOM IMV Joint: Custom Color IMV Joint- FWDS2" 6' $ 27.27 EA i I'll 11 IMV Joint- FWDS2.5" 6' 9. 2 A IMV Joint- FWDS3" 6' $ 32.82 EA IMV Joint Different Color-Set-Up Charge 466 IMV Joint with No Coil Available-Set-Up Charge Contact Pricing IMV Gap Plate for 5/8"joint,4" long, painted to $ 8.28 EA match face of IMV insert Vertical Joint Gaskets: 2" Panels Vert Jt Gasket-Std- Black Neop- 10' Lg for joint sizes 1/2"to 11/16" 32803 DJ-1 $ 45.45 EA iLU r f Vert Jt Gasket- Large- Black EPDM-50' Roll [fir for joint sizes 11/16"to 7/8" 33400 DJ-2 $ 497.11 RL Vert Jt Gasket- Small - Black Neop- 10' Lg for joint sizes 3/8"to 9/16" 33401 DJ-3 $ 27.59 EA Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #102 N V Km ["=7 KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #102: Lotspeich - Remove and Replace Full Height Roof Wall TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 PCO NUMBER/REVISION: 102/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 10/31/2024 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: $7,467.90 POTENTIAL CHANGE ORDER TITLE: Lotspeich-Remove and Replace Full Height Roof Wall CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Lotspeich-Remove and Replace Full Height Roof Wall This change order includes the costs associated with removing the currently installed engineered 4"light gauge framing and sheathing assembly and replacing it with 6"stud framing to comply with the NOA for the STO Powerwall system for KWIA project(20-2039-01).Cost breakdown and further details are attached as a backup. ATTACHMENTS: KWIA Lotspeich RCO 007.pdf # Budget Code Description Amount 1 09-.29.10.30.3 Gypsum Board I Framing Remove and Replace Full Height Roof Wall $6,789.00 Finish.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $678.90 Grand Total: $7,467.90 Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 dignadkzW d�ewwa9kry. der t6Agr*dtyyt [A ¢1��rva;" I" ""'$�4�".:).ttl%!w4,0 1" d��s��N� n�Nd�".��`;�+��„Y"f�. 4:°:nrXI6W'IC%4,12 SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 11/13/2024 1 14:51:39 PST 11/15/2024 06:48:18 PST 10/31/2024 1 12:51:12 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 10/31/2024 03:01 PM EDT Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 M M u101u101u101u101u10����h°°" E S T/y.B L.I S H E a 1928 ", September 11, 2024 Antonio Pinto NV2A I Gulf Building 3491 S Roosevelt Blvd. Key West, FL 33040 Re: KWIA—Remove and Replace Full Height Roof Wall Lotspeich RCO 162542-007 Dear Mr. Pinto, We submit this proposal for the above referenced subject. Scope and Price of the Work Due to a design change at the full height wall spanning between the low roof and high roof on the east side of the roof, the currently installed engineered light gauge framing and sheathing assembly must be removed. To comply with the NOA for the Sto Powerwall system, 6"stud framing is required. Per a revised detail in our engineered light gauge framing drawings, the following assembly will be installed: - 6" slotted deflection track (14ga) at head of wall - 6" bottom track (18ga) at base of wall - 6"studs with 1-5/8"flanges (16ga) installed at 16" on center - One layer of 5/8" exterior sheathing (7 sheets) - Bridging of studs at 72" on center - Faced batt insulation in stud cavities The price includes the engineering fee for the new assembly and submission of shop drawings/calcs. The price for the work above is $6,789. Please forward a change order to the contract for the total above if you would like to proceed. Proposal Certification and Expiration Lotspeich Company Inc,certifies that this proposal is reasonable and accurately reflects the additional work and cost for this change to the best of our current knowledge. We reserve the right to amend or withdraw this proposal at any time prior to the issuance of a Change Authorization by NV2A i Gulf Building. This proposal is withdrawn if not accepted within thirty days from September 11,2024. Lotspeich Company reserves all rights and remedies to claim and recover compensation for delay,extension,acceleration,disruption, interference,loss of production,inefficiency and other schedule impacts which the cumulative effect of this change and others may cause or should such changes constitute a cardinal change. Very truly yours, LOTSPEICH COMPANY INC. "'4.M Aaron Elston Project Manager LOTSPEICH COMPANY Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 t51 IIVIHTE WORKSHEET E S TA B L.I S H E C) 19 2 8 KWIA LOTS#: 007 Remove and Replace Full Height Roof Wall JOB#: 16-2542 Material QUANTITY UNIT TOTAL 6"Slotted Deflection Track, 14ga 30 1.933 58.00 6"Studs with 1-5/8"flange, 16ga 200 2.520 504.00 6"Track, 18ga 30 2.105 63.15 DensGlass Sheathing 224 1.000 224.00 Engineering Fee 1 750.00 750.00 Misc.Screws and Attachments 1 8.49 8.49 TOTAL MATERIAL 1,607.64 SALES TAX 120.57 TOTAL MATERIAL 1,728.21 CATEGORY HOURS RATE TOTAL CARPENTER/MECHANIC(NET) 60 42.60 2,556 LABORER/DRIVER 20 28.40 568 CARPENTER FOREMAN/SUPERINTENDENT 6 56.80 341 PER DIEM($300 PER MAN DAY) 3 300.00 900 TOTAL LABOR 4,365 TOTAL MATERIAL 1,728 SUBTOTAL 6,093 CONTRACTOR'S OHF 609 BOND 87 TOTAL 6,789 Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 GULF BUILDING PCO #103 N V Km ["=7 KeYST*R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone: (786)233-5060 Key West, Florida 33040 Prime Contract Potential Change Order #103: Lotspeich - Infill Construction Behind Signage 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: 103/0 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 11/4/2024 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: $3,292.30 POTENTIAL CHANGE ORDER TITLE: Lotspeich-Infill Construction Behind Signage CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) Lotspeich-Infill Construction Behind Signage This change order is to authorize 8"wide infill construction behind the signs ST-131 and ST-132,per Submittal Package#10 1400-2.1:Signage Shop Drawings.The infill construction detail specifies light gauge framing and blocking to serve as attachment points for the signage.This framing and blocking will be covered with drywall and finished to Level 4. Please refer to the backup for additional details. ATTACHMENTS: KWIA Lotspeich RCO 008.pdf # Budget Code Description Amount 1 09-.29.10.30.3 Gypsum Board I Framing Infill Construction Behind Signage $2,993.00 Finish.Subcontractor 2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $299.30 Grand Total: $3,292.30 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 Signa,d key, .' r rti�cti ka�p: id�r: as r e�ar� Cry. OW I [A G R4 :.W . Gi'mx& 14d;: 4+ :firs h' 6 f' CGu& SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 11/19/2024 1 11:03:57 PST 12/2/2024 10:44:31 PST 11/4/2024 1 10:48:13 PST NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/4/2024 10:56 AM EST Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 u101u101u101u101u10����p°°° ESTABLISHED 1928 October 8, 2024 Antonio Pinto NV2A I Gulf Building 3491 S Roosevelt Blvd. Key West, FL 33040 Re: KWIA— Infill Construction Behind Signage Lotspeich RCO 162542-008 Dear Mr. Pinto, We submit this proposal for the above referenced subject. Scope and Price of the Work Per Submittal Package#10 1400-2.1: Signage Shop Drawings, signs ST-B1 and ST-B2 require 8"wide infill construction behind sign. The detail for the infill construction is for light gauge framing and blocking to be installed as an attachment point for the signage. The framing and blocking will be covered with drywall and Level 4 finish. Please see includes pages for backup. Engineering for light gauge framing and signage connection by others. Materials are already onsite and ready for installation. The price for the work above is $2,993. Please forward a change order to the contract for the total above if you would like to proceed. Proposal Certification and Expiration Lotspeich Company Inc,certifies that this proposal is reasonable and accurately reflects the additional work and cost for this change to the best of our current knowledge. We reserve the right to amend or withdraw this proposal at any time prior to the issuance of a Change Authorization by NV2A i Gulf Building. This proposal is withdrawn if not accepted within thirty days from October 8,2024. Lotspeich Company reserves all rights and remedies to claim and recover compensation for delay,extension,acceleration,disruption, interference,loss of production,inefficiency and other schedule impacts which the cumulative effect of this change and others may cause or should such changes constitute a cardinal change. Very truly yours, LOTSPEICH COMPANY INC. "'4.M Aaron Elston Project Manager COMPANYLOTSPEICH Docusign Envelope ID:DB8AB901-OAA1-4DE8-A9A3-6CB54B999C89 t5I IIVIHTE WORKSHEET E S TA B L.I S H E C) 19 2 8 KWIA LOTS#: 008 Infill Construction Behind Signage JOB#: 16-2542 Material QUANTITY UNIT TOTAL TOTAL MATERIAL 0.00 SALES TAX 0.00 TOTAL MATERIAL 0.00 CATEGORY HOURS RATE TOTAL CARPENTER/MECHANIC(NET) 48 42.60 2,045 LABORER/DRIVER 4 28.40 114 CARPENTER FOREMAN/SUPERINTENDENT 4 56.80 227 PER DIEM($300 PER MAN DAY) 1 300.00 300 TOTAL LABOR 2,686 TOTAL MATERIAL 0 SUBTOTAL 2,686 CONTRACTOR'S OHF 269 BOND 38 TOTAL 2,993 N011lGGV V 3sHnoONOO idOddl -lVNOIlVNd31Nl 1S3M A3>I _ LL a a w N XA ti NOIlVIAV d01N3W1kiVd34l.1Nnoo 3OUNON w w N Y = ❑ �L W z �o - IIIIIIIIIIIIIIIIIIII�I@IIIIIIIIIIIIIIII ill 1IIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � w o I IL nwd 2,E gnu ml 1 o _ 4. o 3 a a W w a a a wso wso IIM 9. u SrcQ zwo znu� r� z w Z 0! 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